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IN 1 oil A ■ ■ ' W ■ dq ■ . ■ ■ . NN 1 — . . 1 - ■ ■ • : IN • i ME MEN ■ ■ ■ ■ ■ - ■ - ME — . ■ f 00I � � 1 r No 1.0 rod mom 7 ` . NONE 0 0 ME No ■ 1 � • - - M ' ■w NOM `f — M'Ij '1 1 • ■ 1 J , ■I MENEM NO i Washington State Northwest Region 15700 Dayton Avenue Ncr'rh MAP Department of Transportation P.O. Box 330310 Sid Morrison Seattle,WA 98133-9710 Secretary of Transportation (206)440-4000 S August 18, 1998 Mr. Brian Lindsay Ostergaard-Robinson &Associates ��, 3630 Colby Avenue NE Everett, WA 98201 �- ---- � SR 5 CS 3199 Smokey Point Properties PERMIT 17232 In response to your request, we are enclosing the referenced permit. It will be necessary to hold a preconstruction conference prior to beginning construction. Please call Mr. Dave Pierce, Everett, at (425) 339-1780 to arrange the preconstruction conference prior to "on-site" construction. Please contact me at 440-4434 if additional information is needed. Sincerely, VV( TIMOTHY C. WICKS Permit/Franchise Engineer DM]ffiN1 Enclosures I I I I I Washington State Department of Transportation Application for Utility Permit or Franchise Northwest Region, Utilities MS 113 _ PO BOX 330310 : Seattle WA 98133-9710 Permit/Franchise No. 17232 Applicant -Please print or type all information A.pprication is Hereby Made For. ❑Permit ❑Category 1 $500.00 ❑Franchise ❑Amendment ❑Category 2 $300.00 ❑Franchise Consolidation $300.00 ®Category 3 $150.00 ❑Franchise Renewal $250.00 Intended Use of State Right of Way is to Construct,Operate,and Maintain a: outfall swale on a portion of State Route SR5 - (atMrom)MilePost 205-83 io Mile Post In Snohomish County, to begin in the SE 1 A of NE 1/4 Section 29 Township 31 North:Range 5 WestCasjW.M. and end in the Section Township_ North:Range, West(East W.M. Fees in the amount of$ * 150.00 are paid to defray the basic administrative expense incident to the processing of this application according to WAC 468-34 and RCW 47.44 and amendments.The applicant further promises to pay additional costs incurred by the Department on the behalf of the applicant Checks or Money Orders are to be made payable to "Washingtgn State Department of Trarysr ortation." Smokey Point Properties Applicant(Referred to as Utility) AppflfcantALfthori--LKd Signature 17215 Smokey Point Dr. Ralph Monty Address Print or Type Name Arlington WA 98223 owner city State Zlp Code Tdle 360-659-8551 Dated this �4r7 day of Telephone Applicant Reference(WO)Number Federal Tax ID Number or Social Security Number a Authorization to Occupy Only If Approved Below ^' ,? ; ' The Washington State Department of Transportation referred to as the'Department,"hereby grants this document(Permit or Franchise as applicable)subject to the terms and conditions stated In the General Provisions,Special Provisions,and Exhibits attached hereto and by this reference made apart hereof: Construction facilities proposed under this application shall begin within one year and must be completed within three years from date of approval. For Department Use Only Exhibits Attached Depart nt A roval EXHIBIT "A". Special Provisions for Permits and Franchises, pages 1-3. By. EXHIBIT "B". Utility Facility Description form, page'l . - Robert A Ralph EXHIBIT "C". Plan details, pages 1-4. Title: Assistant Uti1i ieS/Railroad End-n-ec r Date: 1 f 1 q1 t/ / Expiration Date: DOT Form=48ee EF I •� Washington State Special Provisions for � A Department of Transportation Permits and Franchises Permit/Franchise No. 17232 Applicable provisions are denoted by ( ® ) ® 1. No work provided for herein shall be performed until the Utility is authorized by the following Department representative: Northwest Region Utilities Engineer 15700 Dayton Avenue North,MS 113 PO Box 330310 Seattle,WA 98133-9710 For preconstruction conference call: Dave Pierce,Everett(360-339-1780 N 2. A copy of the permit or franchise must be on the job site,and protected from the elements,at all times during any of the construction authorized by said permit/franchise. ® 3. In the event any milepost,right of way marker,fence or guard rail is located within the limits of this project and will be disturbed during construction,these items will be carefully removed prior to construction and reset or replaced at the conclusion of construction to the satisfaction of the Department.All signs and traffic control devices must be maintained in operation during construction. ® 4. Prior to construction,the Utility shall contact the Department's representative(listed under Special Provision Number 1)to ascertain the location of survey control monuments within the project limits.In the event any monuments will be altered,damaged or destroyed by the project, appropriate action will be taken by the Department,prior to construction,to reference or reset the monuments.Any monuments altered, damaged or destroyed by the Utility's operation will be reset or replaced by the Department at the sole expense of the Utility. ® 5. During the construction and/or maintenance of this facility,the Utility shall comply with the Manual on Uniform Traffic Control Devices for Streets and Highways(Federal Highway Administration)and Washington modifications thereto.If determined necessary by the Department, the Utility shall submit a signing and traffic control plan to the Department's representative for approval prior to construction or maintenance operations. No lane closures shall be allowed except as approved by the Department representative.Approvals may cause revision of special provisions,including hours of operation. ® 6. Any changes or modifications to the approved franchiselpermit shall be subject to prior review and approval by the Department. The Utility shall notify the Department's representative upon completion of the work under this permit/franchise so that a final inspection can be made and shall immediately furnish to the Regional Utilities Engineer a revised franchise or permit plan of the final location or relocation of its facilities if the original permit/franchise plans have been revised during the course of construction. ® 7. Prior to the beginning of construction,a preconstruction conference shall be held at which the Department and the Utility and utility's engineer,contractor,and inspector shall be present. ® 8. Should the Utility choose to perform the work outlined herein with other than its own forces,a representative of the Utitit/shall be present at all times unless otherwise agreed to by the Department representative.All contact between the Department and the Utilws contractor shall be through the representative of the Utility.Where the Utility chooses to perform the work with its own forces,it may elect to appoint one of its own employees engaged in the construction as its representative.Failure to comply with this provision shall be grounds for restricting any further work by the Utility within the State right of way until said requirement is met.The Utility,at its own expense,shall adequately police and supervise all work on the above described project by itself,its contractor,subcontractor,agent,and others,so as not to endanger or injure any person or property. ❑ 9. The Utility agrees to schedule the work herein referred to and perform said work in such a manner as not to delay the Department's contractor in the performance of his contract. ® 10. Work within the right of way shall be restricted to between the hours of 9:00 a.m. and 3:30 p.m. ,and no work shall be allowed on the right of way Saturday,Sunday,or holidays,unless authorized by the Department.Any lane closures must be submitted for approval in advance of use.The hours of permitted closure may differ from the above noted hours. ® 11. If determined necessary by the Department,any or all of the excavated material shall be removed and replaced with suitable material as specified by the Department. ® 12. Wherever deemed necessary by the Washington State Department of Labor and Industries and/or the Department for the safety of the workers and the protection of the highway pavement,the sides of the trench(or excavation)shall be adequately supported to reduce the hazard to workers and prevent any damage by cracks,settlement,etc.,to the pavement.No other work in the trench or excavation area will be allowed until this requirement is met. ® 13• All trenches,boring or jacking pits,etc.shall be backfilled as soon as possible and not left open during non-working hours unless covered with material of sufficient strength to withstand traffic loads or a method of protection approved by the Department. DOT Form 224-030 EF Page 1 Exhibit "A" Revised 3/98 i i SPECIAL PROVISIONS FOR PERMITS AND FRANCHISES x37. Construction of the retention/detention system, flow restrictor and pollution control device shall be part of the initial construction of this system. x3 8. Construction of this facility will not be permitted from the through traffic roadways, shoulders or ramps of SR 5. All access during construction shall be from outside the State right of way. 09. The Utility shall be required to maintain traffic at all times, no lanes or ramps shall be allowed closed without written State approval and a State approved traffic control plan. x40. The Utility is responsible for compliance with all federal, state, and local laws pertaining to the discharge received by the State under this permit or franchise. x41. The drainage connection to the WSDOT ditch is permitted for discharges resulting from emergency flows only(discharges occurring when precipitation exceeds the 100 year design storm). Discharges to the WSDOt right of way from storms equal or less than the design storm are not permitted. If such discharges occur(from lack of maintenance or inadequate design, for example), the owner shall provide the necessary corrections/repairs to the drainage system to prevent them. EXHIBIT "A" Page 3 PERNUT 17232 i i @ p U.w/ 2 2_0 k §7 § LE coo » 0 2 �/£% j � % %��) � � ��f§ CL tE - � � \ \ aG $ I � 4.0 < E _ --02 7 M 0M o k C-4 r x � « W CL a 2 b .§ f » _ a ¥ a. k 2 c o S ƒ - 2 0 ± k a \ __ / # � § 2 - / n \ \ k k b CL § � � cr { § � ƒ - A 0 k k g 7 / 2 § w 4 En / co a � � k \ � ° �2 ° § S of di / o k 5 \ 3 2 § / ) § ('a k . . � 2uj © E 0- 0 ƒ\ e • / \ §\ ? LLJ - g ° § k o § $ � / % � & 2 � cnE � 2 g § §� A 0I § CL k o ƒ ° % § 2 m j f \ a f )} < / ] \ ƒ / / � M o i i � .. r i ay ;� � { �I-jam✓ .�; _ i�: _n. �'' - • _ � 1. :�'.• t_ 1' 4 r! O •? 9. SMOKEY POINT PROPERTIES an OFFICE COMPLEX HYDRAULIC CALCULATIONS a. osr� oP��O of w�y�� 0 y O 117174 GCE`�FC/STVR \� WIRES 1116195 ' BRL 94-143 11-18-94 HYDRAULIC CALCULATIONS SMOKEY POINT PROPERTIES HOTEL SITE RALPH MONTY TABLE OF CONTENTS I. Purpose and Scope II. Existing Site Conditions III. Developed Site Conditions IV. Erosion Sedimentation Control V. Summary of Hydraulic Analysis Appendix - Computer Data Downstream Analysis n I HYDRAULIC CALCULATIONS SMOKEY POINT PROPERTIES HOTEL SITE I. Purpose and Scope The proposed commercial hotel site development at Smokey Point is approximately 5.0± acres in size. The site will be developed as a hotel and convention retail complex. The property consists of one overall parcel accessing along Smokey Point Boulevard near the intersection of 168 h Place NE between I-5 & Smokey Point Boulevard. Development will result in a change in the runoff characteristics of the site. The creation of new impervious surfaces (road, buildings and driveways) together with removal of native vegetation will result in an increase in the rate and volume of stormwater runoff. Without the provision of mitigating measures this would increase the potential for increased flow rates to downstream properties. In addition, during the course of construction, onsite erosion could result in the transport of sediments downstream if unchecked. Temporary and permanent water quality control measures to mitigate adverse environmental impacts to the downstream systems are proposed. Interim erosion control measures will be taken and permanent water quality controls provided. A permanent stormwater infiltration system will be constructed to insure that stormwater runoff from the site will not be increased. II. Existing Site Conditions The site consists of gentle sloping natural pasture and light brush. As indicated in the soil survey of Snohomish County area, the developed site area is underlain by Lynnwood Loam/Sand(Hydrologic Group"C"). Runoff from the site is in the form of sheet flow to an existing drainage course to the north and west along I-5. A prefabricated log house builder is currently assembling units on the west 1/4 of the site. All buildings on the site are temporary and will be removed from the site prior to construction. III. Developed Site Conditions The Smokey Point Properties hotel site will provide a four story ninety-nine room hotel with approximately 341 parking stalls. Provision has been made for future access from the parking lot to the adjoining Eagle Hardware site to the north and to the existing car dealership to the south. The proposed drainage facilities for the project will consist of an infiltration system that is designed to handle the proposed 100 year-24 hour developed flows with an emergency outfalling to the pre-developed drainage courses. Water quality will be provided by biofiltration and retention of the 1/3 2 year-24 hour water quality storm event. r :� i I IV. Erosion Sedimentation Control During the course of construction, sediment laden runoff will be directed to temporary sediment traps with gravel filter berms and filter fabric silt fences to collect sediments prior to outfalling the site. Temporary filter fabric silt control fences will provide perimeter control and dispersion to native vegetation at sediment trap outlets. Course rock check dams will be installed along all temporary swales and permanent bioswales to trap sediment and reduce runoff velocities. Department of Ecology standard BNIPs will be used be minimize potential sediment laden runoff. per county requirements, hydroseeding and mulching of all exposed areas will minimize sediment runoff during construction. V. Summary of Analysis Per rat/lineal foot of trench = 0.006 cu.ft./sec. 100 year-24 hour infiltration volume required = 6244 cu.ft. Volume provided = 8252 cu.ft. Draw down time = 2.43 hrs Peak stage = 115.53 I-5 1/3 2 year-24 hour water quality volume required = 5663 cu.ft. Volume provided = 5855 cu.ft. J I COMPUTER DATA -f 100 YEAR-24 HOUR INFILTRATION SYSTEM DESIGN �.._ I I RALPH MONTY HOTEL SITE Infiltration System Design Infiltration trench provided = 1,140 LF 100 year-24 hour storm event peak storage= 116.49 Trench volume provided: Width = 8' Height = 3' Pipe f = 1.0' or .79 cu.ft./LF Washed rock = 1 '/z"f % of voids = 30% Stage Storage Computations Design Volume 900 LF Trench Proposed Volume 1140 LF Trench Elevation Pipe End Area Pipe Volume Trench Volume Stage Volume Pipe Volume Trench Volume Stage Volume Sq.Ft Cu.Ft CuXt. Provided$ Cu.Ft. Cu.Ft Provided Cu.Ft Cu.Ft. 114.00 0 114.10 0.05 45 720 248 57 912 314 114.40 0.38 342 2880 1103 342 3648 1334 114.70 0.81 729 5040 2022 923 6384 2560 114.75 1.03 927 5400 2269 1174 6840 2874 114.90 1.11 999 6480 2643 1265 8208 3348 115.20 1.52 1368 8640 3550 1733 10944 4497 115.50 1.77 1593 10800 4355 2017 13680 5516 116.50 0 - 2160 6515 - 9120 8252 *30%Void Factor I Per neighboring site of Rairden Chrysler worst case (as provided by Snohomish County PDS, see attached). Use"3 min/inch": Perc rate or 0.00010 cu.ft./Ft'/sec. With safety factor of 2.0 use 6 min/inch 6 min = 0.1667 in./min. 1 inch 0.1667 in./min. = 0.0139 ft./min. 12 in./ft. 0.0139 ft./min. = 0.0002 ft./sec. 60 sec./min Infiltration per Lineal feet of trench (8' wide) 0.0002 ft./sec. (8.0') = 0.0016 cu.ft./sec. Infiltration rate per 900' design length 0.0016 cu.ft./sec. (900 LF) = 1.44 cfs Infiltration rate per 1140' design length 0.0016 cu.ft./sec. (1140 LF)= 1.82 cfs 100 year-24 hour storm event 100 year-24 hour storage volume required = 4429 cu.ft. Add 41% volume correction factor 1816 cu.ft. (Figure I I I-1.1) Total Volume Required = 6244 cu.ft. Volume provided 1140 LF trench& 18"f pipe = 8252 cu.ft. Note 8252 cu.ft. provided> 6244 cu.ft. required O.K. i I i Derivations A. 18"f pipe end area = 1.77 cu.ft./LF B. Draw down time 9464 cu.ft./1.08 cfs = 8763 sec. 8763 sec./60 sec/min = 146.05 min. 146.05 min/60 min/hr = 2.43 hrs I I I REC CEIVI 1993 I ENGINEERING COMMUNITY DEVELOpNIENT a' 'i GRass SG-G—rIaN ! Z / VOID I sizacr i 6 t jI Qo r��N SToo, - f6a ) II, • I STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN FIGURE III-1.1 Volume Correction Factor to be Applied to Streambank Erosion Control BMPs Based on Site Impervious Cover 50 45 40 35 LL Z 30 O G � zs u 20 / 15 [I 10 O 20 40 BO 60 100 SITE IMPERVIOUS COVER CIO III-1-3 FEBRUARY, 1992 :2.'1 i i i i " ' ' ' - L ` e wasi: Hvdrzoraoh Storaoe DilOharoe Level 000I J INPUT. MODIFY OR BROWSE DATA . .5- BASIN ID ' 12YR SBUH HYDROGRAPH � 'ESCRIPTION : 6 MONTH ( WATER QUALITY STORM ) Peak Factor; 484.00 � �AHEA ( acres ) : 2. 100 RAINFALL CHOICES � SRAlN PRECIP ( in ) : 1 .02 1 . TYPE IA � VlME INTERVAL(min ) : 10.00 2. TYPE l � 3TIME OF CONC ( min ) : 4.64 3. TYPE II � TRAINFALL SELECTION : 1 4. TYPE lIA �Y 1A8STRACT COEFF : 0.20 5. TYPE 3 � .JBnSE FLOW ( cfs ) : 0.000 6. USER 1 J 557ORM DUR ( hrs ) : 24 .000 7. KC 7 DAY J .'T S. CUSTOM J OPERVIOUS PARCEL IMPERVIOUS PARCEL J 3AREA : 0. 180 acres AREA: 1 .920 acres 3CN : 86.00 CN : 98.00 � . . 3 SUMMARY DATA 3 JPEAK HYDROGRAPH TIME: 8.00 hrs 3PEAK HYDROGRAPH FLOW : 0.3684 cfs J 3TOTAL HYDROGRAPH VOL : 0 . 1334 ac-ft 3 HOME END F1 :Find F2:New F3: Get F4: Tc-Calc F5:De1ete J 3 Pquo Podn F6 :Comoute F7: FB: Method F9: Temolate F10:Exit I AL^�^ / c- RALPH MONTY HOTEL SITE Where Volume= depth [AT+ AB + A� T CAB] 3 Water Quality Volume Verification Pond Area Bottom Area Top Area Depth Volume Provided (Sq.ft.) (Sq.ft.) (Ft.) (Cu.ft.) I 1332 2164 1.67 2891 II 415 924 1.67 1090 III 468 1002 1.67 1200 IV 221 620 1.67 674 Total volume provided 5855 Volume required= 5663 cu.ft. < 5855 cu.ft. O.K. i T,1 µax•� - 3 4 4 i • �.ROPERTY R/w LINE PIPE SP x Galy:a designa - C:ea cae 2'MIW- '5E A_ 6K 2ETWL t" uT•5. 2 2/3 S Diane c e of pipe (inches 12 - 54 60 ` 66 - 90 R� rs 96 ' V MIN FREEBOARD M'Yj'� , a: -Band ' 6' pipe EMERGENCY OVERFLOW SPILLW .,tf N.T.S. Sac)c_il densic7 ins call. STD. CURB B OUTTER �� - AlzoWA, co rrug: E ENT CONCRETE OR ( - raQuire. SPHALT CONCRETE � GRa�LLNED_-SlnlALE_ DRIVE WAY e-6 -- -- - ' ,, �E�u iR�D _ -2 213 Y DETAIL -...----— ---- Pipe �. Diamece: � cL.j'`f" -- -- L IN�D ��WAL� OUMALL-__. 3D"-36" 42"-54" ---- -�-To Ro�A•DSirJE SL�IAL� SR�� - - 60"- Construction and Maintenance Criteria Spiral Pipe Construction Timing Diamece: 18„-42„ Ai'i infiltration trench shall not be constructed or placed into service until all of the contributing drainage area has been stabilized and approved by the responsible inspector. Trench Preparation s All aoa Excavate the trench to the design dimensions. Excavated materials shall be placed joints. away from the trench sidesito enhance trench wall stability. Care should also be taken to keep this material away from slopes, neighboring property, sidewalks and• streets. It is recommended that this material be covered with plastic it it is to ^:^,la ar be left in place for more than 30 days (see BMP E1.20 in Volume II). i4--y is , �t~Ji e POST-DEVELOPED 100 YEAR-24 HOUR BASIN SUMMARY i 7 =, i 02 Qs±2roaard Robinsw A AEwn . :rz . RALPH MONTy ' S HOTEL SITE BAEIN 5UMMAR� " ' BASIN SUMMARY BASIN ID: D1 NAME : 100YR 24HR SBUH METHODOLOGY TOTAL AREA. . . . ~ , . 4.89 Acres BASEFLOWS ; 0 . 00 RAINFALL TYPE. . . . TYPE1A PERVIOUS AREA PRECIPITATION. . . . : 3. 50 inches AREA. . : 0. 60 Acres TIME INTERVAL . . . . : 10.00 min CN . . . . : 86.00 TIME OF CONC. . . . . : 3. 16 min IMPERVIOUS AREA ABSTRACTION COEFF: 0 . 20 AREA. . : 4.29 Acres CN . . . . : 98.00 TcReach - Sheet L: 80.00 ns:0.0110 o2vr: 2. 50 s :0.0050 TcReach - Channel L : 207 . 00 kc :42 .00 s:0.0050 PEAK RATE: 3. 52 cfs VOL: 1 .27 Ac-ft TIME: 470 min BASIN ID : D12YR NAME : 6 MONTH (WATER QUALITY STORM) SBUH METHODOLOGY TOTAL AREA. . . . . . . : 2. 10 Acres BASEFLOWS: 0. 00 cfs RAINFALL TYPE. . . . : TYPE1A PERVIOUS AREA PRECIPITATION. . . . : 1 ' 02 inches AREA . . : 0. 18 Acres TIME INTERVAL . . . . : 10.00 min CN. . . . : 86. 00 TIME OF CONC. . . . . : 4. 64 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA. . : 1 .92 Acres CN. . . . : 98 . 00 TcReach - Sheet L: 110.00 ns:0.0110 o2vr: 1 .70 s:0.0050 TcReach - Channel L: 270.00 kc :42.00 s:0.0050 PEAK RATE: 0.37 cfs VOL: 0. 13 Ac-ft TIME: 480 min i INFILTRATION PIPE STORAGE STRUCTURE i ' . . ^'A1e Basin Hvdrooraoh Storsoe Discharoo Level oco1 ' ~ Osteroaar2MM� Z 3 3Rectanoular vault 3 3Tra0ezoidal basin 3 3Lnderorou:d Hoe 3 3Sto list 3 3Custom file 3 3 CUSTOM STG-STO LIST 3 3 STORAGE STRUCTURE ID: 6 3 3NAME: DESIGN 900LF INF. PIPE J 3INCREMENT: 0. 05 � 3 � 3 STAGE STORAGE STAGE STORAGE J 31 : 114.00 0.00 6: 114.90 2643.00 J 32: 114. 10 246.00 7: 115.20 3550. 00 J 334 114.40 1103.00 8: 115. 50 4355.00 3 34: 114.70 2022. 00 9: 116. 50 6515.00 J 35: 114.75 2269.00 10: 0.00 0.00 3 3 J 3P8UP PGDN F2: VOL F3: GET F6: Delete F10: Exit 3 Available Memory remainino : 196728 bvtes Current Data Set Name: C: \W\94143\MONTY I I . ' "zla Basin Hvdrooraoh StoraoR Discharoe Level 000l , ' sterqaar2 3 3 3Rectanqular vault. 3 3Traoezoidal basin 3 3lnderoround Woe J 3Sto list 3 3Custom file 3 3 3 CUSTOM STG-STO LIST 3 3 STORAGE STRUCTURE ID: 7 3 3NAME: INF. PIPE 1140LF. J 3lNCREMENT : 0.05 3 3 STAGE STORAGE STAGE STORAGE 3 31 : 114.00 0 .00 6: 114.90 3348.00 3 32: 114. 10 314 . 00 7: 115.20 4497 .00 J 53 : 114.40 1334.00 B: 115. 50 5516. 00 J 34: 114. 70 2560.00 90 116. 50 8252. 00 3 35: 114 . 75 2874.00 10 : 0.00 0.00 3 3 3 3PGUP PGDN F2: VOL F3: GET F6: Delete F10: Exit 3 Available Memory remainino : 196728 bvtes Current Data Set Name: C: \W\94143\MONTY i INFILTRATION PIPE DISCHARGE TABLE DESIGN ' ' ' ' File Basin Hvdrporaoh Storaoe Discharoe Levei PoW , Qsteroaard Rob in Release 3 J 3Promortional weir .� 3v-Weir J 3Notch weir 3 3Broad crested weir J 3Orifice desion � 3 .� CUSTOM STG-DIS CURVE � 3 DISCHARGE STRUCTURE ID : 6 .� 3NAME: INFILTRATION PIPE 900Lr 3INCREMENT: 0 .05 3 STAGE DISCHARGE STAGE DISCHARGE 3 31 : 114.00 1 . 44 6: 0.00 0.00 J 32: 116. 50 1 .44 7: 0.00 0.00 3 33: 0.00 0.00 8: 0 .00 0.00 J 34 : 0.00 0.00 9: 0.00 0.00 3 35 : 0.00 0.00 10: 0.00 0.00 3 3PGUP PGDN F3: Get F6: Delete F10: Exit Available Memory remainino : 196728 bvtes Current Data Set Name : C: \W\94143\MONTY I I I _ . - - ~ ' F11e Basin Hvdrgoraoh Storsoe nischm-rq /-e`'yl 701` ^ Qstergaard Rob!n son 2 Release 3 3 ]Pr000rtional Mir J 3v-Weir `3 3Notch weir J JBroad crested weir 30rifice desion 3 3 3 CUSTOM STG-DIS CURVE J 3 DISCHARGE STRUCTURE ID: 7 3 ]NAME : INFILTRATION PIPE 1140LF ACT. J 3lNCREMENT: 0.05 3 Z 3 3 STAGE DISCHARGE STAGE DISCHARGE 31 : 114 .00 1 .82 6 : 0.00 0.00 3 32: 116. 50 1 .82 7: 0.00 0.00 3 331 0.00 0. 00 8: 0.00 0.00 3 34 : 0.00 0.00 9: 0.00 0.00 3 35: 0.00 0.00 10: 0.00 0.00 3 3 . 3 3PGUP PGDN F3: Get F6: Delete F10: Exit 3 Available Memory remainino : 196728 bvtes Current Data Set Name: C: \W\94143\MONTY i 100 YEAR-24 HOUR LEVEL POOL ROUTING ~ ' ~ � ^ . ile Basin Hvdrporaoh Storaoe DiEcharqe Lave 000 , , Osterpaard Robinson & Assoc . J LEVEL POOL ROUTING INSTRUCTIONS 3 J :3 PRE INFLO STG STS UUl FL J DESCRIPTION HYD # HYD # STOR DIS HYD # J J �T ID ID 3 � 3[100YH 24HR ] [1 . 44 J [D1 J [6 ] [ ] [ ] [ ] 3 J[ [ ] [ ] [ ] [ ] J ] [ ] .5 J 3[ ] [ ] [ ] [ ] [ ] [ ] 3 3[ ] [ ] [ ] [ ] [ ] [ ] J J � J 3 J F6: CLEAR F10: EXIT 3 7 Available Memory remainino : 196728 bytes Current Data Set Name: C: \W\94143\MONTY File Basin Hvdrooraoh Storaoe Discharoe Level 000l Ostergaard Robinson & Assoc . In2 3 3 ROUTING COMPARISON TABLE - Storaqe Ind 3 3 MATCH INFLOW STO DIS PEAK PEAK OUT 3 3 DESCRIPTION PEAK PEAK No. No. STG OUT HYD 3 3====================================================================== 3 3100YR 24HR 1 . 44 3. 52 6 6 115. 53 1 .44 20 3 3 J J 3 3 3 3 J 3 3 3 3 3 3 3 3 3 3 3 3 Available Memory remainino : 196728 bytes Current Data Set Name: C: \W\94143\MONTY I ' Isteroaard Robinson & lssoc . inc . Loos � ~ RALPH MONTY' 2 NUTEL S1P.1 ° �ESJGN VV0LF INFILTRATION PIPE SYSTE!,! HISTORY OF HYDROGPAPH ACTIVITY Satp of Session: 8/ 9/9B zLEARmS LPOOL 1 ZuHR" 1.44 D1 6 6 20; 24:R L44 3.52 6 6 115.53 1.44 20 4428.0 cf / - ~ i I ' ' ' ^ 'File Basin Hvdrooraoh 5zoraoe Discharoe Level con'. ' ` Qsteroaard Robinson & Assoc . LEVEL POOL ROUTING INSTRUCTIONS 3 � PRE INFLO STB SIG OUTFL J 1, `J DESCRIPTION HYD # HYD # STOR DIS HYD 3 � ID ID 1 .� j[10VYR 24HR 7 [1 .82 l [D1 ] [7 ] [7 ] C 201 0 � J[ ] [ ] [ ] [ ] [ ] [ ] 3 -:3 3 � 3 3 J F6: CLEAR F10: EXIT 3 Available Memory remaininq: 196728 bytes Current Data Set Name: C: \W\94143\MONTY File Basin Hvdrooraoh Storage Discharge Level 000l Osteroaard Robinson & Assoc . In2 3 3 ROUTING COMPARISON TABLE - Storaqe Ind 3 3 MATCH INFLOW STO DIS PEAK PEAK OUT J 3 DESCRIPTION PEAK PEAK No. No. STG OUT HYD 3 3====================================================================== 3 3100YR 24HR 1 .82 3. 52 7 7 114.78 1 . 82 20 3 3 J 3 3 3 3 3 -3 3 3 3 3 3 3 3 3 3 3 3 3 Available Memory remaining : 196728 bvtes Current Data Set Name: C: \W\94143\MONTY II I I 1 ........... -:1 T 1%1 F T :1 Q Li 9 3 T C �LZH_ I� i Onrli I I 001Y R 4 HIR 9 2 2 1 7 -7 '?li Cf ,.� � I STORHHATER HAF;ACE1fF MT MANUAL FOR TIM PUCET SOUNb PAS I N st,ta�har9a��s+�1_oc4IdP__ f - .Z, p I ncher/hour, thug f,, - O.S " 7,0 7.00 - O.OB33 ft/hr inches/hour variable - maximum of 2 feet L - aarume3yv feet bottom surface area -,3410+ Z -68Daq, tt. Solving for p In Darcy•s equation givesr ,i{ h + L h + 10 .. I, jo or, � qa-sCo�gge ReZ4tlonship '1Ths1etage-storage relationship would be.- A, " h " Void Ratio (o$O " h " 0.4, or 272 " h �•' 8s+�g.1��of Pre1 fml , �..,, ,� ► ar'L8 s n The tabular form of the stage-discharge and stage-discharge relationships would be: <f1sSmme /.D) h V S (ft)- (ft/ft) (efs) (cu.ft.) . ----- ---- - ---- -- ----- ----------- 0.0 I t y 0.5 1 .A3 S9,y7 Idc 1 .0 1 .5 1 , ji 1,Z./a 2 7 Z 2.0 1 .,7.. GS,/V' yob 47, 97 Syy Note that for design purposes it may be simpler to set the hydraulic grad�ent� equal to / thus making the discharge independent of stage. At this point a level pool routing should be conducted to develop the final design dimensions of the amp, enwuring, however, that the amp will the design atorm(s) within 24 hours. completely infiltrpte III-3.5 CONSTRUCTION AND MAINTENANCE• 1II-3.S.L_Oyervle ' Tha failure of Infiltration and filtration BNpa to function properly can often be traced hack to construction and maintenance Issu tic and rlgorouw m,ainte". By utll.irtng aenence, ppropriate' conatructlon practlres and conducting ayatema , Infiltration/filtratton 811ra wlrould Etrrtct[on properly. ` IIh-J-l9 FBBRIIARy, 19 i SMOKEY POINT PROPERTIES Ralph Monty Downstream Analysis BRL 94-143 7/23/97 A SMOKEY POINT PROPERTIES Ralph Monty Downstream Analysis Stormwater runoff from the site drains to an existing low area along the north property line approximately 95' west of the northeast property corner (see attached map). Due to the pervious and flat natural ground of the surrounding area it appears that stormwater runoff infiltrates and is subsurface on the neighboring site to the north. The low area on the adjacent site is approximately 9-' x 40' and is 1-2' deep. The area has native vegetation of buck brush, cottonwood and alders confirmed to the low wet area. (Note the proposed project will be infiltrating stormwater runoff onsite with only emergency flows being directed offsite.) This downstream analysis was terminated at the low area offs ite. i GRADING AND T.E.S.C.P. Approximately earthwork quantities are as follows: •Cut approximately 6, 800 cubic yards •Fill approximately 11, 700 cubic yards Erosion control will be maintained by temporary swales, temporary settling ponds, check dams and silt fencing. A gravel construction entrance will be provided for vehicular traffic leaving the site. Department of Ecology standard B.M.P.s will be followed to negate impact to the surrounding properties. I r OSTERGAARD ROBINSON & ASSOC. INC. CONSULTING ENGINEERS 3705 C01,11Y AVE. /I INERrTr, WA 98201 (206) 259-64,15 III?I,I,I'.Vfll?: (20G) R27-5854 F y MADE BY DATE— Z//2/JOB NO. CHECKED BY ��,� DATE SEC NO. SHEET NO. EXCAVATION e,, t EMBANKMENT STATION DIST. END AREA SUM OF VOLUME END AREA SUM OF VOLUME FT. SQ. FT. END AREA CU. YDS. SQ. FT. END AREA CU. YDS. 7/v, 11 7 2 3 l0 7Z k s 43 S 4 6 3/900 // 700 e c(- /95858 T.E.S.C.P. PER BPMs i T.E.S.C.P.: Calcs SCS BMPs Soil Type: Alderwood-Urban land complex Hydrologic Group: C K Factor: 0.20 Erosion Potential: Moderate-severe 10 yr-24 hr precipation: 2.4" Runoff volume: Contributing site area = 1.96 ac Volume required = 1500 cu.ft./Ac (Nomagraph 1) Total = 1.96 Ac (1500 cu.ft./Ac) = 2,940.00 cu.ft. Sediment Volume: Slope of land 8-9% @ 695' Volume required = 80(1.96) = 157 (Nomagraph 2) Therefore total volume required = 2940 + 157 = 3,097 cu.ft. Proposed pond For T.E.S.C.P. purposes the proposed retention/detention pond area will be utilized for sedimentation. Proposed retention/detention volume 3,097 cubic feet. O.K. ��. I SOIL EROSIO14 POTENTIAL HYDROLOGIC GROUP K EACTC Alderwood moderate-severe C �.20 :� iBeausite moderate-very severe i B . 15 Bellingham slight C .24 ' Briscot slight C Buckley slight B/C Earlmont slight B/C Ed ewick slight B Everett moderate-severe A . 10 Indianola moderate-severe A .24 Kitsap moderate-severe C .37 Klaus slight B .20 Neilton slight-moderate B .15 Newber sli-ght B Mooksack slight B Norma slight B/C .28 Orcas none D .05 Oridia slight C Ovall Severe C .28 Pilchuck moderate-severe A .10 Puget slight B/C . 32 Puyallup slight B .28 Racjnar moderate-severe A .32 Renton slight B/C Salal slight B Sammamish none C Seattle none C Shalcar slight C .24 Si slight B Snohomish s1i ht D .17 Sultan slight C . 37 Tukwila slight D Woodinville slight C/D 45 . I MENNEN IB111��!G! ®� �!iiil, :•�a MspOMEN pa' z 11gluAllIIN1#lEE�``d Illu 11AAAHUMMU — mossIonsammmumm ho qW EW.P.47INSUR h.did lb 01 LCRar.,' IN WI .� ;#USE WEmiumm �liniglb;l� �1 r 1 � �� I TE14PORARY SEDIMENT PONDS - NOMOGRAPH 2 (SEDIMENT VOLUME FOR DETENTION STORAGE) 4 ,{O 2.0 .010 i (- •4 rt .02 , Slope LsMin in Feet I u.. ' /0 20 30 EROSION TONS PER ACRE �I (E = RKLSCP) U en U4 - 3 - w 0 4J /00 N —I- F —4 ro a� N m zoo- BARE :GROUND (C = 1 . 0f P = 1 , 2 , & R = 10) ODC� 1/ 60 P .C .F. per Ft. 3 a�i 300- o a� > D n nTES 44 . I I MINIMUM PIPE VELOCITY Flowing Full Proposed: Minimum pipe diameter = 12.0" Minimum pipe slope = 0.50% n 0.012 (CP & N 12) Flowing full per Mannings: Given: Q Flowing Full = 2.73 cfs Velocity = 3.46 fps flowing full 3.46 > 3.0 fps O.K.!! i � r. `� I .�l t L✓itvlr.. .;,��4'l] :ilV1J iJL 0 L' l.'U3�1b1L'ih i �L3A y Sl,.iti}` ' :- ,�, „� _ VNUAL CERTIFICATE OF OCCUPANCY Tax Account#: 310529-001-017-00 Expires: February 13,2001 Occupant: Hawthorne Inn_Suites Site Address: 16710 Smokey Point Blvd Occ Group: R-1,B Arlington WA 98223 Use Zone: GC OWNER: Smokey Point Properties Owner Address: 16404 Smokey Point Blvd Suite 301 Type of Bldg.: II-1 hour sprinkled Arlington WA 98223 Remarks: SCFD#12.Permanent Certificate of Occupancy issued upon completion and approval of all special conditions by Snohomish County. Wet sprinkler system and monitored alarm system in place. INSPECTOR: Tracy Justice Date: ember 1�2000 BY: Bui ing fficial or Fire Marshal POSTING: The Certificate of Occupancy shall be posted in a conspicuous place on the premises and shall not be removed except by the Building Official or Fire Marshal Ref.File#: 96 109763 Bldg.Pemut#: 96 109763 00101 HAS BEEN INSPECTED AND THE FOLLOWING OCCUPANCY THEREOF IS HEREBY AUTHORIZED: General Use Unit _ Sq.Feet Occ Class Occ Load #of Exits Floor Load Lobby/Pool Area 5,200 B 374 2 Hotellst 12,000 R-1 42 2 Hotel2nd 14,135 R-1 70 2 40 Hotel3rd 14,135 R-1 70 2 40 Hotel4th 14,135 R-1 70 2 40 Issuance of a Certificate of Occupancy shall not be construed as an approval of a violation of the provisions of this code or of other ordinances of the jurisdiction.Certificates presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. I I SNOHOMISH COUNTY PLANNING AND DEVELOPMENT SERVICE, ` '� ANNUAL CERTIFICATE OF OCCUPANCY Tax Account#: 293105-1-017-0004 Expires: September 25, 2000 Occupant: Hawthorne Inn _Suites Site Address: 16710 Smokey Point Blvd Occ Group: R-1, B Arlington WA 98223 OWNER: Smokey Point Properties Use Zone: GC Owner Address: 16404 Smokey Point Blvd Suite 301 Type of Bldg.: II-1 hour sprinkled Arlington WA 98223 Remarks: SCFD #12. Permanent Certificate of Occupancy issued upon completion and approval of all special conditions by Snohomish County. This Temporary Certificate of Occupancy for lobby, 1 st and 2nd floor of hotel only. Wet sprinkler system and monitored alarm system in INSPECT ac�racy Justice Date: July 26,2000 BY: Building Official or Fire Marshal POSTING: The Certificate of Occupancy shall be posted in a conspicuous place on the premises and shall not be removed except by the Building Official or Fire Marshal Ref. File#: 96 109763 Bldg. Permit#:96 109763 HAS BEEN INSPECTED AND THE FOLLOWING OCCUPANCY THEREOF IS HEREBY AUTHORIZED: General Use Unit Sq.Feet Occ Class Occ Load #of Exits Floor Load Hotel 1 st 12,000 R-1 42 2 Hotel 2nd 14,135 R-1 70 2 40 Lobby 4,000 B 40 2 dRK� �y i i SNOHOMISH COUNTY PLANNING AND DEVELOPMENT SERVICES ANNUAL CERTIFICATE OF OCCUPANCY Tax Account#: 310529-001-017-00 Expires: October 31, 2000 Occupant: Hawthorne Inn _Suites Site Address: 16710 Smokey Point Blvd Occ Group: R-1, B Arlington WA 98223 OWNER: Smokey Point Properties Use Zone: GC Owner Address: 16404 Smokey Point Blvd Suite 301 Type of Bldg.: H-1 hour sprinkled Arlington WA 98223 Remarks: SCFD #12. Permanent Certificate of Occupancy issued upon completion and approval of all special conditions by Snohomish County. Wet sprinkler system and monitored alarm system in place. INSPECTOR: Tracy Justice Date: ugust 31, 2000 BY: Buil Official or Fire Marshal POSTING: The Certificate of Occupancy shall be posted in a conspicuous place on the premises and shall not be removed except by the Building Official or Fire Marshal Ref. File #: 96 109763 Bldg. Permit#:96 109763 00100 HAS BEEN INSPECTED AND THE FOLLOWING OCCUPANCY THEREOF IS HEREBY AUTHORIZED: General Use Unit Sq.Feet Occ Class Occ Load #of Exits Floor Load Lobby/Pool Area 5,200 B 374 2 Hotel 1 st 12,000 R-1 42 2 Hotel2nd 14,135 R-1 70 2 40 Hotel3rd 14,135 R-1 70 2 40 Hotel4th 14,135 R-1 70 2 40 V I Hawthorne Suites & Inn 97-109763 1. Drainage Revisions — revised plans, revJ',ew and approval required Repair� J 4 incorrectly installed drainage system. Trw l 2. Landscaping not installed per pl n. Viability of I ndscaping that has beeer� installed is in questions �i►--' O1^` 0�-u' .S /., a.,, r & 3. TDM access/sidewalk have tree planted' wherg accessibility required (eas�side'> of main entrance) r w`- 9 5. Finish striping parking stalls ff--P �Atila-1�11) wit tj • JrC'� s�'// J c bl -J4/r PM�' I 1 I SNOHOMISH ENVIRONMENTAL HEALTH DIVISION 104 3020 Rucker Avenue, Suite 104 HEALTH Everett, WA. 98201-3900 DISTRICT 425.339.5250 Fax: 425.339.5254 Healthy Lifestyles, Healthy Com' �_ April 14, 2000 ' Y APR 17 2060 ROSS JAMESON BANNING& AEVELUP1; GARY PARKINSON ARCHITECTS RVICES-COMMER0, 2812 COLBY AVE EVERETT WA 98201 Subject: Plan Approval, One 10,000-Gallon Swimming Pool and One 800-Gallon Spa Located at Proposed Smokey Point Properties Hotel and Office Complex, 16710 Smokey Point Blvd., Arlington, Washington 98223 Dear Mr. Jameson: Plans for the above noted project,received March 30, 2000, have been reviewed along with additional information provided on April 3 and April 7, 2000. The plans appear to meet the provisions of the Rules and Regulations of the State Board of Health, Water Recreation Facilities (WAC 246-260) and are approved. As required by WAC 246-260-030(5), upon completion of construction and prior to use, the owner shall: a) Contact this office to arrange a pre-occupancy inspection. At the time of inspection the construction of the pool(s) and surrounding structures must be complete, all pool related equipment must be in place, and the pool(s) must be operational. Incomplete construction may result in a $65.00/hr follow-up inspection fee. Please contact me or Dave Compton a minimum of one week in advance to schedule a pre-opening inspection. b) Obtain an operator's permit from the Snohomish Health District. An application and fee schedule are available from the Food and Living Environment Section (425.339.5250). c) Submit the completed Snohomish Health District Construction Report Form (copy enclosed) with original stamp and signature from the engineer or architect. One copy of the approved set of plans is enclosed. Any significant changes or additions to the plans, including facility layout, fencing and equipment, must be approved by the Snohomish Health District. Please feel free to contact me at 425.339.5250 if you should you have any questions. Sincer _ Jeff o on E it m ntal Health Specialist JC:sei Enclosures / cc: Snohomish County Planning and Development-Commercial ✓ Gary Fraser, Washington State Department of Health Ramo Construction I MTC1Materials Testing &~ y C E I V E'. Consulting, Inc. PLANNING & DEVELOPMENT SERVICES-COkIMERCIAI✓ Report#F 7824 FIELD REPORT' Materials Testing & Consulting, Inc. FILE NO.: 990503 1687 Old Highway 99 S. DATE: January 22, 2000 Mount Vernon,WA 98273 Phone: (360) 428-0900 CLIENT: Ramo Constr. Fax: (360) 428-6082 PROJECT: Smokey Point Hotel/Office ADDRESS: 16710 Smokey Pt Blvd CITY: Smokey Point CLIENT: Ramo Construction ENGINEER: Peter Nalis ADDRESS: 16404 Smokey Pt Blvd, Suite 301 ARCHITECT: Gary Parkinson Arlington, WA 98223 CONTRACTOR: Ramo Construction Attn: Bob Vaden Permit#: 96109763 MTC on site to check spray on fireproofing of first floor beams of office building. Contractor is using Dendamix — spray fireproofing. On checking the thickness on the beams on line 17 & 18 between E &. L' many places were less than the required minimum of 5/8" (1/2" average). Line 14 & '16 were incomplete and many areas had dripping water which is not allowed. Areas to be fireproofed need to be dry and free of rust. Contractors were informed and not further tests or density samples were taken. MTC needs to be reschedules when the areas are ready. Inspected By: John Kepner, Field Inspector Reviewed By: Niall P. Hackett,Technical Director DISTRIBUTION: r� ORIGINAL: Ramo Construction Ile COPIES: Peter Nalis Gary Parkinson Arch. ' t1pl�j,�sk��Csndhty - . ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND MTC REPRODUCTION EXCEPT IN FULL WITHOUT THE WRITTEN CONSENT OF MTC IS STRICTLY FORBIDDEN 3, 777 Chrysler Drive, Suite A *Burlington, WA 98233 • (360) 755-1990 • Fa-x 755-1980 814 Lakeway Drive,#161 a Bellingham, WA 98226 • (360) 647-6061 i i Tqifc "�,-stin.g 4ECEI'v : consuitin I Inc. e �. 2 8 1999 PLANNING & DEVELOPMENT Report ( 7��ES COMMERCIAL FIELD REPORT Materials Testing &Consulting, Inc. FILE NO.: 990503 1687 Old Highway 99 S. DATE: December 16, 1999 Mount Vernon,WA 98273 Phone: (360)428-0900 CLIENT: Ramo Constr. Fax: (360)428-6082 PROJECT: Smokey Point Hotel/Office ADDRESS: 16710 Smokey Pt Blvd CITY: Smokey Point CLIENT: Ramo Construction ENGINEER: Peter Nails ADDRESS: 16404 Smokey Pt Blvd, Suite 301 ARCHITECT: Gary Parkinson Arlington, WA 98223 CONTRACTOR: Ramo Construction Attn: Bob Vaden Permit#: 96109763 MTC on site as requested for special inspection during grouting of column bases at office portion of project. Product used per engineers recommendation was Tho Roc Shim Set grout, and was mixed per bag directions @ 155 lb, bag per 5 qts. water and dry packed under steel column bases with sticks and rebar to drive product and pack it under plates. Areas grouted were blown and brushed free of dirt and debris prior to placement of grout . Contractor drawings don't state a PSI for grout. Need to call engineer for PSI, Inspected By: Kevin Sapp,WABO Certified Inspector `\ Reviewed By: Niall P. Hackett,Technical Director DISTRIBUTION: ORIGINAL: Ramo Construction COPIES: Peter Nails Gary Parkinson Arch. Snohomish County ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE,THE PROPERTY OF THE CLIENT AND MTC REPRODUCTION EXCEPT IN FULL WITHOUT THE WRITTEN CONSENT OF MTC IS STRICTLY FORBIDDEN 777 Chrysler Drive, Suite A - Burlington, WA 98233 - (360) 755-1990 - Fax 755-1980 814 Lakeway Drive,#161 - Bellingham, WA 98226 -. (360) 647-6061 _. I I i 11.111Mt:1 t. inn/.. /\I,4G111'" ❑ U.�.v�•. ,� ..V1.ilu�Illl ql�.11/\i LA,r -.14, V 11— . .Hill 1—). I OXCAlkpt lfu11,'without the mitten contient of MTC 1s strictly forbidden. 09/20/2000 09:46 13R7551900 MTC PAGE 02 Mato -�.��s Jl estii g & :yY• con Inc. '.t• • • ' 6epternbbr.20; 2opo�' • Aim o'Coiistructiori.' 1604 8nlpkiay P6617lvd„ Seilte 301 Ad inglon;••WA.'9821' i'. t ; Vad 'ri: .:'°" :Materials� stlrig 8 • .n.01 t�Rg :Inc."("MTG"),performed materidls testing and a I inspection or;.the'atwve-rt feren " OMett. 'i'his'tetter its a9 sttifement declaring the actual worm in$pe tec! _ :was performed' to 1fi bA�l'':of the Inspector's knowtt*lpr3. In atx5orrtgftt:8 wi41i prA)t3Ct plans, sp-Mrat 00% enwo r r evIvions or approvAl and The Vhifomt Building Code, We acxaept °'• esponslblllty only forte work: Inspected where a mport.wras gonerated. Ttte foilowipg wclrk,,to the: test fi.ourknowledge; wes perfo,tviat� In:r cic»�clanm with the.pr6jett drawings and spoc�cr�tiona.srsid'#he"Unfform Bolding Code; ` .Snit compactiorv, Relttf'a►rmment ' 4. •St ructuml.i -i! Wtaltfliltg High 9tixtngth1d �' Pine, �'oofingi--`:i fic 90110lio WAttl'»G►•by:building bepartanent #•9G1t07s3 " .,.,If you have,any quejstions pkisss feel free+to call us.et(360)755-1.990. Respo. fuily;Submitted, ; MAT`sltYAt S T 9'T�N "r�"aDOt?lSULTIf�G, INC.- �,�•'• •Nlall•p..Harkett ..,Owne*i .r04sident .Cc:' vist6button.l,ist r Snohomish County January 19, 2001 Planning and Development Services Robert I Drewel County Executive Smokey Pointe Properties Building Division - Commercial 16404 Smokey Pointe Blvd. Suite 301 2731 Wetmore Ave,suite402 Arlington, WA 98223 Everett, WA 98201-3581 (425) 388-3311, Ext, 2570 FAX (425) 388-3280 RE: Reference Number: 96 109763 Hawthorne Inn Suites C(OPY Dear Mr. Monty: This letter is to serve as notification that the Temporary Certificate of Occupancy for the Hawthorne Inn Suites which was issued on December 13, 2000 will expire on February 13`h, 2001. The drainage as-builts submitted on 12/19/00 and the landscape revisions relating to drainage areas were disapproved. No new engineered resubmittals from Ostergaard & Robinson have been forthcoming, nor have there been any resubmittal appointments made. As a result of non-compliance issues and seeming unwillingness to rectify the situation, I hereby regretfully inform you that no further Temporary Certificate of Occupancies will be issued. After the slated expiration date noted above, you will be in violation of Section 109.1 of the 1997 UBC, occupying without a valid Certificate of Occupancy. At that time, the case will be turned over to Code Enforcement for further action. Per the Interlocal Agreement with the City of Arlington, they will be handling the matter from this point. Should you have any questions, I can be reached at (425) 388-3311, extension 2236. Sincerely, Don Summers Snohomish Cou.nty Building Official Cc: Stephen Holt, Snohomish County Executive Director C. Ray Allshouse, Building Division Manager Tim Nordvedt, PDS Commercial Inspections Team Leader Tracy Justice, PDS Commercial Inspector recycled pope: January 5, 2001 Dave Ostergaard Ostergaard&Robinson 3630 Colby Ave Everett, WA 98201 Re;Hawthorne Suites Drainage and landscaping drawings Dear Dave, As per our phone conversation there appears to be some unresolved issues with the drainage and landscape requirements associated with the Hawthorne Suites. It appears that the City of Arlington may be accepting the remaining issues for the Certificate of Occupancy from Snohomish County. Before the City accepts the outstanding issues from Snohomish County additional information is necessary to familiarize the City of Arlington with these issues. We have reviewed the approved drawings and conducted a preliminary inspection of the project. We have found that the following items are not consistent with the approved drawings as reviewed by the county. I do not have any revisions or asbuilts to the installed system. Therefore the inspection was based on the approved drawings as signed by the county. 1. If asbuilts have been completed,please provide a copy. 2. The trench section as shown on Sheet 1 of 4 is not constructed per the detail on page 4 of 4 detail E-E. The actual slope is 2:1,the top of swale is approximate 8 feet and the bottom of the swale is 18 inches. The pipe size is 8" and not 18" as shown on the drawings. The landscape detail on sheet A1.2 detail 2 calls out the required landscaping requirements. I would like to know the effect the detail would have on the design system. The owner installed 14 maple trees in lieu of the required 6 dogwoods as required on the drawings. What effect will the root ball have on the infiltration trench? 3. Bio swale trench number IV is not constructed per the drawings. The north 55 feet from CB #5A has been constructed as a landscape garden and not as the bio swale detail as indicated on the drawings.What effect will this have on the designed system? 4. The infiltration trench detail F-F is not constructed per the designed drawings. The pipe size is 8" instead of the required 18" as shown on the drawings. Islands M,N, O,P and D have approximate 6" of beauty bark with various maple trees and shrubs installed. What effect will this have the designed system. The landscape drawings show Islands M, N, O,P and D as hydro-seeded grass with landscape materials. Maple trees are not on the approved landscape drawings. I If you should have any questions please call Paul Richart at 360 403 3512 or myself at 360 403 3432. Sincerely, David W.Anderson,Building Official City of Arlington 360.403.3432 dnderson@ci.arlington.wa.us cc: Tim Nordvedt, Snohomish County Asst Building Official Ralph Monty,Ramo Construction Steve Peiffle, City Attorney - - -- __ rAGE J1 Memo RECEiVED " 6� 51 NOV 2 2 2000 Dates November21,2000 j To: Randy Sleight PLANNING & DEVELOPMENT SERVICES - DIRECTOR C= Ralph Monty From: Paul A.Richart IM Hawthorne Hotel/Convention Center at Smokey Point. The changes made to the road entrance and the drainage to the Hawthorne Hotel/Convention Center were made in consultation with the City of Arlington. The revised road section and the revision to the drainage system required as a consequence are acceptable to the City of Arlington. Port-it'Fax Note 7671 Date// 2 p0a9es� To + From• Ca./Oept k±Phona —co / r 1 n Phone n N / Fax a _ Fax li i W t � { ' NOV 2 2 2000 OL.ANNING & DEVELOVi'A' v4/oo SERVICES-COMNIERCIk. 1 I I INSPECTION AND TESTING FORM DATE: 7- TIME: 1.-7: ace i;tip SERVICE ORGANIZATION PROPERTY NAME(USER) NAME NAME: !�'/r I 'fit i w `�i ADDRESS: r c;' L r s=L/Z iJ_r`t! P.,i l�. ADDRESS: / & 7 E 0 ( in,1�l�E V F�7� L�!. U L REPRESENTATIVE: rCil+/ C-.riN<f OWNERCONTACT: `t\�;�(i_ LICENSE NO.: 4-6 iv c" v . 3' (� TELEPHONE:^t:.� •lC. �'7- 1 L. s TELEPHONE: MONITORING ENTITY APPROVING AGENCY CONTACT; /' 1,1. CONTACT. TELEPHONE: I - Y o 0`S (,of- q`I�q TELEPHONE: MONITORING ACCOUNT REF.NO.: 0 7 _ Y 31 1 TYPE TRANSMISSION SERVICE [ ]-MCCulloh [ ]-Weekly [ ],,-'-Multiplex [ ]-Monthly Digital [ ]-Quarterly [ ]-Reverse Priority [ ]-Semi-Annually [ ]-RF [ -Annually [ ]-Other(Specify [ ]-Other(Specify) PANEL MANUFACTURE& .T.l��n%i !<,U�t�N !J MODEL NO.: CIRCUIT STYLES. C i.,": S ! \ ; ti 0 SOFTWARE REV.. LAST DATE SYSTEM HAD ANY SERVICE PERFORMED: %- ?in 010 LAST DATE THAT ANY SOFTWARE OR CONFIGURATION WAS REVISED: ALARM INITATING DEVICES AND CIRCUIT INFORMATION QTY OF CIRCUIT STYLE i MANUAL STATIONS ION DETECTORS PHOTO DETECTORS DUCT DETECTORS HEAT DETECTORS ,- WATERFLOW SWITCHES SUPERVISORY SWITCHES OTHER (SPECIFY) ALARM NOTIFICATION APPLIANCES AND CIRCUIT INFORMATION QTY OF CIRCUIT STYLE BELLS '7 z A HORNS CHIMES € ; STROBES .Q' SPEAKERS �! OTHER (SPECIFY) '`•-` � S � N�a:nJ NO.OF ALARM NOTIFICATION APPLIANCE CIRCUITS: ARE CIRCUITS SUPERVISED? [ ] YES [ ] NO i i SUPERVISORY SIGNAL INITIATING DEVICES AND CIRCUIT INFORMATION 2 QTY OF CIRCUIT STYLE BUILDING TEMP SITE WATER TEMP x% SITE WATER LEVEL FIRE PUMP POWER r FIRE PUMP RUNNING FIRE PUMP AUTO POSITION FIRE PUMP OR PUMP CONTROLLER TROUBLE GENERATOR IN AUTO POSITION GENERATOR OR CONTROLLER TROUBLE SWITCH TRANSFER GENERATOR ENGINE RUNNING ►!f OTHER: (SPECIFY) SIGNALING LINE CIRCUITS Quantity and style(See NFPA 72,Table 3-6)of signaling he circuits connected to system: Quantity Style(s) P L 1 SYSTEM POWER SUPPLIES a. Primary(Main): Nominal Voltage i.t�} ii + !r ,Amps Overcurrent Protection: Type r, !.i ti Amps n Location(Panel Number): Disconnecting Means Location: 1?, A ;, Pt? b. Secondary(Standby): a, Storage Battery: Amp-Hr Rating 1, Calculated capacity to operate system,in hours: %24` 60 i1 'ri Engine-driven generator dedicated to fire alarm system: Location of fuel storage: it//x, TYPE BATTERY [ ] Dry Cell [ ] Nickel Cadmium [ ] Sealed Lead-Acid N. Lead-Acid L ] Other(Specify) C. Emergency or standby system used as a backup to primary power supply,instead of using a secondary power supply: ._! Emergency system described in NFPA 70,Article 700 ,v 10 Legally required standby described in NFPA 70,Article 701 Optional standby system described in NFPA 70,Article 702,which also meets the performance requirements of Article 700 or 701. 3 PRIOR TO ANY TESTING NOTIFICATIONS ARE MADE: YES NO WHO TIME MONITORING ENTITY BUILDING OCCUPANTS BUILDING MANAGEMENT OTHER(SPECIFY) [ ) [ ] AHJ(NOTIFIED)OF ANY IMPAIRMENTS I ) [ ) SYSTEM TESTS AND INSPECTIONS TYPE VISUAL FUNCTIONAL COMMENTS CONTROL PANEL [ [ ] H-4TERFACE EQUIPMENT [ [ LAMPS/LEDS FUSES PRIMARY POWER SUPPLY TROUBLE SIGNALS [y] [, ] DISCONNECT SWITCHES [ y✓] [ ] GROUND FAULT MONITORING [ [ ] SECONDARY POWER TYPE VISUAL FUNCTTONAL COMMENTS BATTERY CONDITION [ '] LOAD VOLTAGE [ _ DISCHARGE TEST [Xi CHARGER TEST [ ] SPECIFIC GRAVITY Vi',]- TRANSIENT SUPPRESSORS REMOTE ANNUNCIATORS NOTIFICATION APPLIANCES AUDIBLE VISIBLE SPEAKERS [milh I ) VOICE CLARITY [Ili INITIATING AND SUPERVISORY DEVICE TESTS AND INSPECTIONS DEVICE VISUAL FUNCTIONAL FACTORY MEAS. LOC. &S/N TYPE CHECK TEST SETTING SETTING PASS FAIL COMMENTS: I r EMERGENCY COMMUNICATIONS VISUAL FUNCTIONAL COMMENTS 4 , EQUIPMENTll� PHONE SETS PHONE JACKS [ E ] [ ] OFF-HOOK INDICATOR AMPLIFIER(S) [ ] [ ] TONE GENERATOR(S) CALL IN SIGNAL SYSTEM PERFORMANCE DEVICE SIMULATED INTERFACE EQUIPMENT VISUAL OPERATION OPERATION (SPECIFY) ] [ ] [ ] (SPECIFY) [ ] [ ] [ ] (SPECIFY) [ ( ] [ ] [ ] SPECIAL HAZARD SYSTEMS (SPECIFY) [ ] [ ] [ ] (SPECIFY) [ ] [ ] [ ] (SPECIFY) SPECIAL PROCEDURES: COMMENTS: - ON/01717 PREMISES MONITORING:: YES NO I'IC+ I COMMENTS ALARM SIGNAL [�13 [ ] ALARM RESTORAL C ] C ] TROUBLE SIGNAL TROUBLE RESTORAL SUPERVISORY SIGNAL -- SUPERVISORY RESTORAL NOTIFICATIONS THAT TESTING: IS COMPLETE YES NO WHO TEW BUILDING MANAGEMENT ["] [ ] R,{, �',�� rij MONTORINGAGENCY BUILDING OCCUPANTS OTHER(SPECIFY) [ r ] THE FOLLOWING DID NOT OPERATE CORRECTLY: ,Ii/r SYSTEM RESTORED TO NORMAL OPERATION: DATE TIME THIS TESTING WAS PERFORMED IN ACCORDANCE WITH APPLI(ABLE NFPA STANDRDS. NAME OF INSPECTOR �; - ,��•�.t, ,._. DATE: ' �, -i'E= J,.. TIME:: _ SIGNATURE: NAME OFOWNER OR REPRESENTATIVE: k'$&_(�_ t k DATE: I .T.i C TIME; SIGNATURE: - — X� "`�¢�►�=�w�� Reprinted with permission from NFPA 72,National Fire A_iarm Caie'Copyrighr C 1996,National Fire Protection Association,Quincy,MA 02269. This reprinted material is rot the complete and iotficial position of the National Fire Protection Association,on the referenced subject which is represented only by the standard in its entirety.. - �. Distributed by: AFAR—P.O. Box 951807—Lake Mary, FL 32795-1807—(407)322-6288—(407)322-7488 fax i Materials Testing & MTCJ Consulting, Inc. September 20, 2000 10EI NTF SEP 2 U 2000 Mr. Bob Vaden PLANNING & DEVELOP(, ' Ramo Construction SERVICES-COMMERC!iE' 16404 Smokey Point Blvd., Suite 301 Arlington, WA. 98223 RE: Smokey Point Office/ Hotel Dear Mr. Vaden: Materials Testing & Consulting, Inc. ("MTC") performed materials testing and special inspection on the above-referenced project. This letter is a statement declaring the actual work inspected was performed to the best of the inspector's knowledge in accordance with project plans, specifications, engineer revisions or approval and The Uniform Building Code. We accept responsibility only for the work we inspected where a report was generated. The following work, to the best of our knowledge, was performed in accordance with the project drawings and specifications and the Uniform Building Code: ♦ Soil Compaction ♦ Reinforcement ♦ Concrete ♦ Structural Steel &Welding ♦ High Strength Bolting ♦ Fire Proofing — Office Building WAIVED by Building Department # 96109763 If you have any questions please feel free to call us at (360) 755-1990. Respectfully Submitted, MATERIALS TESTING &CONSULTING, INC. Q. � V d Niall P. Hackett Owner/President cc: Distribution List 777 Chrysler Drive, Suite A • Burlington, WA 98233 • (360) 755-1990 •Fax 755-1980 814 Lakeway Drive,#161 • Bellingham, WA 98226 • (360) 647-6061 1 M.T.C. T -� Materials Testing & Consulting, Inc. ` PLANNING & DEVELOpN; FIREPROOFING WORKSHEET SERVICES-COMMERCli. Project: Smokey Point Hotel Sampled by: J. Lucerne Client: RAMO Date Sampled: July 12, 1999 Lab#: M311 Tested by, C. Shear Equipment Used: 23, 33 Date Tested: July 17, 1999 BEAM: ® COLUMN: DECK: GRID: W. end, 9' from wall REQUIRED THICKNESS: 3/4" IN. REQUIRED DENSITY 10 PCF LENGTH/WIDTH THICKNESS OF SAMPLE (IN.) DRY WT. + WT. OF OF SAMPLE E1.0625 2 3 4 5 AVG. TARE TARE 12 x 12 IN. 1.0625 1.125 1.0 .8125 1. 1125 1285.E g. 877.3 g. DRY WT. OF SAMPLE= 408.3 g. X(1 LB./453.6 g.) = .900 LBS. DRY DENSITY= ( DRY WT. SAMPLE) ( .900 LB)(1728) ( 12 )( 12 )( 1.0125 IN.) (LENGTH)(WIDTH)(AVG. THICKNESS) DRY DENSITY= 10.67 PCF COMMENTS: Restaurant REVIEWED BY: All Mulls AWly only to eclvd kaolmn+end nuvmUs IhlRl,As n mulual p.Imlion to cli.14 the public and oursdv'm,all mpons are suNuilled us the mnlidmlial pmpmy ofclimts.and aulhorimlion for publication of slelcmml;wm;lusiom or ulrocI I'mm or regivding our mlvnr is f-d Ixiwding our.mll.n appmval, 777 Chrysler Drive • Burlington,Wa.98233 . Phone(360)755-1990 • FAX(360)755-1980 Rw.4M I I II I FROM : CROSSROADS INN FAX NO. : 3604337122 Jul. 25 2000 09:29AM P2 'Idt- nur'1"Fn .o mote: P.Oc ORIGIIIA! STATE OF WASHINGTON RECEIPT rl A r yy� r DEFARTMENT OF TRANSPORTATION NVMI4QR A l JI 4 l`-J, RECE1Vl 9 FRp))MLL �N m'o K e 1 / Vo(N� P ku r1F(—:R DATE 7� ADPRE.SS v4 ,?!�l7��'1 f Lll AI—r eL V 4:&%5 1 V+L4r JC^J—M rJ PAYMENT MADE RAF?OR j CASH 0 WARRANT NUMBER _ L P.O.MONEY ORDER NO, p O, � 1`HY� Six �'rbtls fl Srx Nut Aa�n n/�ut AMOUNTS , °I`I.12 IN PAYMENT OF. (EXPLANATION) A�n1J "f"v✓EC,ti� �N T3 aoij GDIJIVIC-7 RhM Iti Ph (4H0 2 '114o By AUTHORITY TITLE CREDIT TL HEM • noJECT•,0. trwr CCD6 rar�E NO. arnQyrrt wORt ORDER NO. ate REVER3e 5tDE fOR 1N$TRUCTI0N$ cor mmm m.iw ar go ts•alert .;rt_d' epry.�p�•. �i: F•.C_�.In.• :rJ,i,I r.BI . SMOKEY POINT PROPERTIES 1197 16404 SMOXEY POINT BLVD, 301 1 APLLJNGTON,WA gana RME50/I2.1 d PAY DATE 0 ni TO THE ORDER O .��_. $ ... __DOLLAR$ ARUNUTrK WA Ra221 I7ao)KF71J0 R•ao 4 4 �IIR 2 5 L08 5601: 4 40000 2 31,a Ramin A.Pazookl 'rf' 2� Davalopar Services Engineer Northwest Raptorl-gnoIlomlml Area ;� YMblNfpton 5ta`:r.OgwtmMrl of T►onsDannlon >: ;:f, � Northwest Replan �, IS700 CLtrton Avenue North,NBe2.221 PO Box 33mic 9aatgo.WA CO133-0710 20&AA0.4916/F&X20B_44048pg Vatooxr ovrsoot wQ.gov TOTAL P.02 I ,�;� �:.1� f M.T.C. Materials Testing & Consulting, Inc. FIREPROOFING WORKSHEET Project: Smokey Point Hotel/Office Sampled by: J. Lucerne Client: Ramo Date Sampled: February 14, 2000 Location: Tested by: C. Shear Lab #: M287 Date Tested: February 18, 2000 Equipment Used: 033 BEAM: ® COLUMN: DECK: GRID: Grid 15,b/w H &E REQUIRED THICKNESS: IN. REQUIRED DENSITY 10.0 PCF LENGTH/WIDTH THICKNESS.OF.SAMPLE(IN.) DRY WT:-+- WT. OF bF�SAMPLE 1 2 3 . 4 5 AVG. TARE TARE 12" x 12"IN. 13/16" 11/16" 11/16" 3/4" 11/16" .725 1217.6g. 860.5g. DRY WT: OF SAMPLE=_ I=& X (1 LB./453.6 g.)= .787 LBS. DRY DENSITY = (DRY WT. SAMPLE ) ( .787 LB)(1728) ( 12 )( 12 )( .725 IN.) (LENGTH)(WIDTH)(AVG. THICKNESS) DRY DENSITY 13.03 PCF COMMENTS: Dendamix 13 rC s r. PLaNNIN ES ��r 7MF��a�Y SERVIC REVIEWED BY: C_ , nus apply oldy to actual locutiolts tested.As a nwtual protection to clicam the public and ourselves,all reports are submined u the conrtdeatial property orclients,and authorization far publication of statenRtlLi conclusions or ortracu from or regarding ns is reserved pending our wriltcu approval 777 Chrysler Drive • Burlington,Wa.98233 • Phone(360)755-1990 • FAX(360)755-1980 Rev 4199 it 3UL-20-00 iHU 02: 33 FM SL-Aih rL-AT1NG FAX:360 734 8507 PAGE 2 FROM : Puget Engineering PHONE NO. : 360 598 2872 Jul, 20 2000 12:55PH P02 JUL-20-,W :'h'1► 1 i :54 A;�,' BFL-A!RE HEATING NG I+AX:360 734 8507 PAGE f BEE-:AIRS INC, 2172 Divisiozl fit. M }� I�/ P p! N T Bc111r1911am, WA 98226 (360) 733-4652 DAMPER DETAIL - aKE� L OV WAS 1 �S �.�V1�4�3 TONAL EXPIUS a3 4 i I. I 1 JUL-20-00 THU 02:34 FM BEL-AIRE HEATING FAX:360 734 8507 PAGE 3 FROM : Puget Engineering PHONE NO. : 360 598 2872 Jul. 20 2000 12:55PM P03 :U•L"/11'�lli MIJ Il:v!I tM nu-Aln nrnloU PRh:SGU I3q 6D1lI BEE-AIRR INC. f� t� I 2172 Division St. S I V I. � f Q r+Vr Bellingham. WA 98228 (360) 733-46,5a FIRE)/-SMOKE DAMPER DETAIL 10JNAL EXPIRED t`�11•01 1� �r51� 1 I I Al GaryParkinson //Architects July 14, 2000 . c.EID Mr. Tim Nordvedt ^;1 Snohomish County Planning & Development Services "LANNIN 3000 Rockefeller Avenue M/S #604 SERVICES- CEVELOPMEN-r Everett, WA 98201-4046 co DE RE: Smokey Point Properties Fire Proofing at Core Dear Tim The central core area of the Hotel/Office complex consists of approximately 8,000 square foot and contains the hotel lobby and reception area, a breakfast bar, a restaurant, lounge, kitchen, and bathrooms. With exceptions for the restrooms all the spaces are open to each other and open to the lobby corridor system at the main entry arcade. This A-3 occupancy is separated from the hotel tower with a one-hour occupancy separation and from the office tower with a two-hour area separation wall. The separation wall runs to the bottom of the 22 gauge steel roof deck with 4" minimum 30 PCF density insulation and a Class `B' roof application which is classified as a one-hour roof system per 1997 UBC Table 7-C 10-1.1. Since there is not a one-hour ceilincj enclosure, all the structural members have been coated with a one-hour (1/2" min.) fire coating by 3-M manufacturing. Please refer to Detail 9/A-5.8 and the right hand side of Detail 10/A5.8, which shows the roofing system and how the circulation system was handled in the hotel. The entire building will also have a fully monitored fire system. Sincerely, Ross Jameson i, �tl' /7'�v Project Manager RJ/d'r 2812 COLBY AVENUE • EVERETT, WASHINGTON 98201 (426) 262-2163 FAX: (42S) 742-8130 E-MAIL: GPArchOgte.net i ` CIL 157 Ll- �. F46 3 . mil--- i cl 1 � .4 t W :u LP cg ID i I I ROM ® uary ParkinsonlIA rc May 3, 2000 Mr. Tracy Justice Snohomish County Planning &Development Services 3000 Rockefeller Avenue M/S #604 Everett, WA 98201-4046 RE: Smokey Point Properties Dear Tracy: I have talked to our structural engineer about the seismic bracing at the suspended GWB ceiling at all the hotel rooms. The ceiling has an assembly similar to Table 7-C 6-4-1. Because the rooms are small and the ceiling is attached at the perimeter of all sides to the party wall, which runs from floor slab to the bottom of the deck, there will be no need for seismic bracing. Since the only weight on the ceiling is the GWB and any forces placed on this ceiling plane will be quickly distributed to the walls and the main structure. Sincerely, /Z--� �► — Ross Jameson 0 Project Manager 2812 COLBY AVENUE • EVERETT, WASHINGTON 98201 (425) 252-2153 • FAX: (425) 742-8130 • E-MAIL: GPArch@gte.net wl uJ/LUuu UO:Ld rA� -JJJJ-OJJJ Li�1C3(ALJ1 L.�L uJl �j G2 it �Sr.?F re?'7;zt"cr.Fc-rers lnierwest Industries 2704, 100 Sma CT S Buildrng F, Lakewood,WA, 98499-6770 February 15,2000 Aneadon.John Mallon Dear Sir. Re: Teams Support on Lusgopging Siab F,&,v to Ettcrw R'aH joints m Pernnetrr Fire Contrmr�Svscorr�s, In response to your request for teckdcal support mp dm fi the firestoppmg of slab edge to a de for wall joints is P=imeter fire coatainmeat systes, PFP Partners has prepared the fbUmNing txhaical ewaluabm The evaluation of fim resistance is based cn our Wamoek Hersey listed systan design no. FS/PHV 120-0 and our wa nsive firs testing experience. The enclosed joins firestop systcan-'FS FW-S-0113",%ban msuMed as shown, is capable of prcveating the passage of Same and hot gases suffic=tto Whe patron waste when subjccted to the time twq= nre reTdr=ew of U13C Standard 7-1, for the time paiod at least equal to the fire-=istar=rating ofthe floor ass=b-ly up to point of ountad with the wall asssanbly. Yours truly, Passlvie Flm Protection Partmn Andy ADT Tcthnical Servicts Ed Lin,M.Eag.,P.Eng-,C.P., r ' Manger,Engineering Encl.PFP Partners design number.FS-FW-S-0113 PFP Pomm 1412 Derwart Wey A nasis Industrial Park Dens.B.C.Canada WM ISM Phone:504-511r1788 Fox SW515-1783 wwwfirestop.com I I U3/Uo/4UUU Ub:L8 r:.�. .OjDb[oiU3 1N ERWE.S! i�\UL.51 Q�� • .� l PFP Partners—Technical Evaluation System No. FS-FW-S-0113 Plrhtets Joint Width-6 in.Mn 2C • � 3A 3C — a + 3B a 28 � 1 2A 1. Floor Assembly—Wm 4-1/2 is dd&ndr4rced iightweighi or normal weight(100-150 pct)sttucaLMl coocrct^. 2. Curtain Wall Assm mbly-The curtain wall assembly shaR consist of the following. A Vortical Sapport Member—Ma 4 in sm=a'al s:=L Spacmg and mxhanical attar m=as per ancttiU%zmal design B. Mullion—Vetricel almninum mullions size and spacing as per mr-lutrxiural desig>L C. Cbrtain Wall Paad—Spandrel glass a Wn wall panel size,thidam ms and attamhmm as per wctm nual deagm. 3. yuimtop System-T'bc frrcmV system shall ooasist of the following: A &apport Clips—Z-d6ped tips formed fiom 1 itt w4c strips of min 16 guge galy steel Clips to be 2 im high with 2 is and 3 in_upper and borer IcA regxethrly. Lowa leg to be bortwutaBY bwrW irdo Pad g mrtedal(IL= 3B)and the upper kg to rest oo top surfe of floor,spaced m x 12 in.OC. B. Pac3dag Matcdxl-Min 4 in_thidam of min 4 pcf nrmall wool belt msulwon comixx%sod min 25 peroeml iarn opening as a permmamt foram Paclang rmtcrW to be r=smd 1/8 iut from tap smut=of floor as 9mnbly. C. M Vold or Cavity MitniM - Sealant - Wm 1/8 in. thidakcz of 0 matenAl applied within the joint and m=lalpmg coocsmse Aaor and attain wall assemblies a min V2 is Pazdve Fire Prutection Partners-Fucstop 5100SP osnsvo R i Mar 14 00 10: 46p Nalis=aec 206-527-7073 p. 2 To P PspFt:;o �cODlTcor�pg� SN D5 8M Iy 0 T� M16i-avG�•r�. 6-ry P•_� (:!�- F�01 F 2, Af �1TlTA Up GINTAUTAS q ;;::" SFj N A L ! S sf/t�e 4552 51 AVENUE Nr. °NALE SEATTLE, WA 98105 JEXPIRES TEL: (206) 527-7073 _ I ,; I Mar 14 00 1O: 4Gp Nalis=aec 20G-527-7073 p. 3 i Au {V IV rV IV m us ui or m W aN5' 1 ow I �-3903� �1S3M ' 1 � , � Sf.XAlM VQ>r ~ G1 �EXBIM r l I X III u r r-lru nt - > to fn ro r, t�1 f m vt m m X X X n ry ru t lip. j I •. • 11f9L 1, 2-9 0-01 0-01 e•i t l-�. 1 T d wu S T:6 OOOZ!'b T "dbw ZEES E59 90E :-Bi AI-IU36 Owda w08j I I I Mar 14 00 10: 46p Nalis=aec 20S-527-7073 p. l ti MTC] Alaterials -Te st'l-lig Constdti-i-tig, li c. Report#F 7953 FIELD REPORT Materials Testing &Consulting, Inc. FILE NO.: 990503 1687 Old Highway 99 S. DATE: March 20,2000 Mount Vernon, WA 98273 Phone: (360)428-0900 CLIENT: Ramo Constr. Fax: (360)428-6082 PROJECT: Smokey Point Hotel/Office ADDRESS: 16710 Smokey Pt Blvd CITY: Smokey Point CLIENT: Ramo Construction ENGINEER: Peter Nails ADDRESS: 16404 Smokey Pt Blvd, Suite 301 ARCHITECT: Gary Parkinson Arlington, WA 98223 CONTRACTOR: Ramo Construction Attn: Bob Vaden Permit#: 96109763 Time: AM Temp: Inspection of the fillet welds on the 3/8" x 7" plates, that were installed to the bottom flanges of eight H-beams, on the fourth floor of the hotel building. Were completed and accepted per attached sketch which was approved by the engineer and per codes that apply to this project. Verified the WABO certification of welder: Josh Fuller of Commercial Erectors. Inc. Inspected By: Jim Lucerne,WABO Certified Inspector Reviewed By: Niall P. Hackett,Technical Director DISTRIBUTION: ORIGINAL: Ramo Construction COPIES: Peter Nalis Gary Parkinson Arch. Snohomish County ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND MTC REPRODUCTION EXCEPT IN FULL WITHOUT THE WRITTEN CONSENT OF MTC IS STRICTLY FORBIDDEN MAR 3 0 2000 PLANNING & DEVELOPMENT SERVICES-COMMERCIAL. 777 Chrysler Drive, Suite A • Burlington, W./-. 33 ® ( [i0i 755-1990 e Fax 755-1980 81-r Lakeway Drive, +161 • Bellingham, WA 98226 (360) 647-6061 i i NELSON-COUVRETTE&ASSOCIATES,INC. LETTER OF TRANSMITTAL CONSULTING GEOTEC'INICAL ENGINEERS.GEOLOGISTS AND ENVIRONMENTAL SCIENTISTS 17311-135th Ave.NE,A.-500 13424 Chain Lake Rd. OAT e FILE No. Woodinville,WA 98072 Monroe,WA 98272 S /� R Tel(425)486-1668 Tel(425)788-5612 ATTENTION Q7 V Fax(425)481-2510 Fax(425)788-5612 VAAe4 TO u Cov1 sfYv c.h'0V1 RE Srnnk V }?ol rl I ffD i loF&C L�onl�le� I L qo'f SwD key Point' bl d., Su; 3o I Y140R . WA a 3 J > WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Copy of letter ❑ Prints ❑ Plans ❑ Samples P ❑ Specifications COPIES DATE NO. DESCRIPTION y 44— THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ For your use ❑ Approved as noted > ❑ As requested ❑ Returned for corrections ❑ For review and comment ❑ REMARKS CC : e 'ce v ' s �000 �o�ke �elle� f}ve , M COPY TO SIGNED:— 14 If enclosures are not as noted, kindly notify us at once. i i I Fii'AILD REPORT NELSON- Project: Smokey Point Hotel/Office File No.:2070B99 Complex COUVRETTE & Owner: Ramo Construction Date: 5110/99 ASSOCIATES,INC Location: Snohomish County Report No.: 2 17311 135TH Ave.NE#A-500 Weather: Sunny, 55° Page: 1 of 2 Woodinville,WA 98072 Purpose of Subgrade Evaluation (425)486-1669 FAX 481-2510 Visit: By: SS We arrived to the site at the request of Bob Vaden with Ramo Construction to evaluate subgrade of the office building at the Smokey Point Hotel/Office Complex. Upon arrival we met with Bob and Ralph of Ramo. They informed us that generally, there will be approximately 20 inches of crushed concrete, capped with 4 inches of 2-inch crushed rock that will be placed and compacted as backfill for the footings. The excavation was deeper along the eastern end, and about 3.5 feet of crushed concrete and crushed rock will be placed in this area. We were informed that they over-excavated approximately 2 to 3.5 feet below planned footing subgrade elevation. Footing subgrade was over-excavated 1.5 to 3 feet beyond the planned edges of footing. The footing area of the office building had been over-excavated 1.5 to 3 feet deeper than previously observed in Field Report#1. The soils were partially exposed in side-walls, and subgrade below water was excavated with a shovel to reveal medium dense to dense rust brown to gray fine sand with silt, interpreted to be native, weathered to unweathered recessional outwash. Approximately 1 to 2 feet of water had filled the excavation and loosened the upper 2 inches of the subgrade soils. We probed the subgrade using a %Z-inch diameter steel rod. Subgrade generally probed 3 to 8 inches under moderate pressure, interpreted to be medium dense to dense. It is our opinion that underlying native, medium dense to dense, weathered and unweathered recessional outwash will provide adequate support for the planned recycled concrete and crushed rock backfill. We recommend that the fill be placed in 1 to 2-foot thick, uniform lifts and tamped into place with the bucket where areas are under water. In areas where recycled concrete is not under water, it should be rolled into place with a vibratory drum roller. Based on the planned footing location, the excavation meets the 0.5H:1.OV over- excavation criteria for footings. Signature Ss� V�ru�c,Q Attachment: Site Plan i r, r } f ?' 1 fig., , ,� �• • Is ,� Il r Ir t % 1 i I i.l ! , i,� �Lyt �{J�S?,*' �y .'r ti:r!�•l..l� i -' I �� -r 1 I � t it AS • �, ��, _,, :':,,tom r , 'rair'.� :,y +. �•,..• ' o , . Ju �[ r i ! —a ::�•.'• �' _. '�/fl�'-,V •-- pPa O�,.aib,Ij9. '.y l'c� 1 1 C _Y t j :• r-,. 7•. ` d, ' slnZ V ol - • ' y Y , ,' ��`. d -S�:-i�� t''�• ate,-♦ •y' i—'� I' � r '`\��/.' f r r '_ �.•..rrrr.; •,�71.�.-•t%�I•♦• S., . r `I t �. I 1, L �' I Y 1 .'' i ,�;• ; . r r!`i�i• t- � � I lad I ' r �r; :. � • a. I,tif YZ�� N."`./� s�,Yi�r:iM. �^ �_— ._ _ :! 1 t� :1 I Imo• � i •�. ��. � ..Ir +. i :: NELSON-COUVRETTE&ASSOCIATES,INC. LETTER OF TRANSMITTAL CONSULTING GEOTECHNICAL ENGINEERS,GEOLOGISTS AND ENVIRONMENTAL SCIENTISTS 17311-135th Ave.NE,A-500 13424 Chaln Lake Rd. DATE 5 1I Z 19 9 FILE NO. �70 Q99 Woodinville,WA 98072 Monroe,WA 98272 Tel(425)486-1669 Tel(425)788-5612 ATTENTION Fax(425)481-2510 Fax(360)794-4332 Q CZ✓ ICE To IShohomish buns ��nh i�a � C�V, �icPS RE mo e� o� 'ce c � eve. tf� I W A ggaol► - go46 WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Copy of letter ❑ Prints ❑ Plans ❑ Samples ❑ Specifications COPIES DATE NO. DESCRIPTION �-30 -q9 I I Field gefpof f I THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ For your use ❑ Approved as noted ❑ As requested ❑ Returned for corrections ❑ For review and comment ❑ REMARKS MAY 13 1999 �- C�MEtff SERVICES COMMERCIAL COPY TO -/ SIGNED: If enclosures are not as noted, kindly notify us at once. I 1 I I FIELD Yc,i PORT NELSON- Project: Smokey Point Hotel/Office File No.:2070B99 Complex COUVRETTE & Owner: Ramo Construction Date: 4/30/99 ASSOCIATES,INC Location: Snohomish County Report No.: 1 17311 135TH Ave.NE#A-500 Weather: Sunny, 55° Page: 1 of 3 Woodinville,WA 98072 Purpose of Subgrade Evaluation (425)486-1669 FAX 481-2510 Visit: By: ALE We arrived to the site at the request of Bob Vaden with Ramo Construction to evaluate subgrade at the Smokey Point Hotel/Office Complex. The site is located in the Smokey Point area of Snohomish County. We have previously issued a geotechnical engineering report for the site dated May 21, 1997. fbe project includes the construction of a four-story hotel on the western side of the building, and a four-story office building on the eastern side. The two wings will be joined by a one-story restaurant. The building will have concrete floors. Our borings at the site as part of our geotechnical engineering report encountered a surficial layer of loose silty sand fill 4.5 feet in thickness underlain by loose to medium dense to dense fine to medium sand with silt(native recessional outwash). Opon arrival we met with Bob and Ralph with Ramo. We were informed that they intend to overexcavate the fill under the footings. The excavation will be backfilled with crushed concrete or crushed rock, and may be capped with a layer of pit run. The excavation is planned to be backfilled to an elevation that will allow for typical stem wall lengths. The concrete slab-on-grade floors are planned to be "floated" over the existing fill. A layer of structural fill at least 2 feet in thickness will be placed over the existing fill. The sod had been stripped from the western (hotel wing) and restaurant portion of the building. The eastern (office tower) wing of the building was excavated to an approximate depth of about 2 feet below existing grade. The soils exposed at the western end of the office tower excavation revealed medium dense rust brown fine sand with silt, interpreted to be native, weathered recessional outwash. Fill was exposed across the remainder of the excavation. The fill consisted of loose brown and gray fine sand with silt to silty fine sand with organic topsoil lenses. Two test holes were excavated through the fill on the eastern portion of the site. The locations of the test holes (designated as TH-1 and TH-2) are shown on the attached site plan. The test holes revealed the depth to native soils to be about 1.5 to 2.5 feet. The native soils exposed in the test holes consisted of medium dense, gray fine to medium sand with trace silt, interpreted to be recessional outwash. Ground water was encountered at a depth of about 3 feet in the test holes. Signature FIELD SPORT NELSON- Project: Smokey Point Hotel/Office File No.:2070B99 Complex COUVRETTE & Owner: Ramo Construction Date: 4/30/99 ASSOCIATES, INC Location: Snohomish County Report No.: 1 17311 135'H Ave.NE#A-500 Weather: Sunny, 55° Page: 2 of 3 Woodinville,WA 98072 Purpose of Subgrade Evaluation (425)486-1669 FAX 481-2510 Visit: By: ALE It is our opinion that underlying native, medium dense, weathered and unweathered recessional outwash will provide adequate support for the planned structural fill, rock spalls, or recycled concrete. We recommend that these materials extend 0.5 Horizontal to 1 Vertical beyond the footings. For example, if the depth verexcavated to native soils below planned footing subgrade elevation is 4 feet, then the excavation should extend 2 feet beyond the edges of the footing. We recommend that the backfill material be placed in uniform lifts and thoroughly compacted as recommended in our geotechnical report. We recommend that we evaluate subgrade prior to fill placement to identify native bearing soils. The fill soils being overexcavated from the footing lines generally consist of sand with silt or silty sand "mineral) soils, and may be used for structural fill placement, provided that they are moisture-conditioned to near optimum moisture content. Some organic lenses were encountered within the fill. The organic-rich soils are not considered suitable for structural fill and should be segregated and may be placed in landscape areas. Signature, 1� Y LZ4 � i i .•n n No TZT JW �I F3LC f . �tF n '�j}- A:H ye V05+- brOWV� 00 vjasn exposed . I Ttf-f YIAE ve- 2- It 5 1 Srr Oo y FoW -y Cr I � 1 :,:�O70F9 � I I — < D . off' 3 � i Oct 26 99 07: 04p Nalis=aec 206-527-7073 p. l G I N T A U T A S N A L I S A _ it C 4552 51 AVENUE TIE SEATTLE WA 98105 '1'LL: (2 6)527-7073 O R A N D U ld T IZ A N S M I 'I' `1' A L //1., L' T T 1r R T01: _ - - ... . DATE - -- --- - -- — ...-------.._ ph: ATTN : lW_ _ 00.1 le ll TRAPS _. ._.-• -- � . ACT 1ON FOR YOUR INFO, -_PEF� YOUR REQUEST --I?OR !,PPI ROWEL _--__..FOR COMMENT _ - REPLY REQUESTED IXrOR YOUR ACTION _ 1 I Oct 26 99 07: 05p Nalis=aec 20G-527-7073 p, 2 `1ST. �y wo • i u r„ I V I ,Oct 26 99 07: 05p Ndl : =aec 206-527-7073 p. 3 el- TO i .).an 04 00 04: 40p Na1is=aec 206-527-7073 P. P E T E R G I N T A U T A S N A L I S A E C 4552 51 AVENUE NE SEATTLE WA 96105 TEL: (206)527-7073 M E M O R A N D U M T R AA NN S M I T T A L L .E T 'I' E. R TO: �r '-` - -- —- - C ?v -- DATE: 2', — - - - - Ph: _._. f ax via: ATTN: _ !/L� REF:- �'� SUBJ MEMO: �&44_v r�f � — -- TRANS: —-- ----- - — ---- ACTION: FOR YOUR INFO. PER YOUR REQUEST _F - Pr ` FOR- COMMENT ---REPLY REQUESTED OR YOUR CTION Jan 04 00 04: 40p Nalis=aec 20G-527-7073 p, 2 .�•..��b'-113�� t 9''O u E -f'-dV� A I D oN owp 1' ! r, a'In•r,»a ` J T E-Co 9-6 Q�C. 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OripsrUzU (-TyN) Gt�� ;1" G f NTAUTA S N A L I S 4552 51 AVENUE NE S�oNALe�� SEATTLE, WA 98105 ES TEL: (206) 527.7073 i � t 9901120562 01 /12/99 15 : 12 p.0007 Recorded Snohomish County Return Name and Address: Please onnt or a information Document Titile(s) 1. A.✓D C� 2. 3. 4. Grantor(s) I. 2. 3. 4. ❑Additional names on page of document. Grantee(s) 1.�Ti"�/CEY P1GYit/l' 2. 3. 4. ❑Additional names on page of document. Legal description (abbreviated: i.e. lot, block, plat OR section, township, range,gtrJgtr.) �Titl TXACT! cryy/,�c%Svit/T.P�cT.s Additional legal is on page of document Reference Number(s) (Auditor File Numbers)of Documents assigned or released:. ❑Additional numbers on page of document. Assessor's Property Tax Parcel/Account Number ❑ Property Tax Parcel ID is not yet assigned ❑Additional parcel numbers on page of document The Auditor/Recorder will rely on the information provided on the form. The staff will not read the document to verify the accuracy or completeness of the indexing information. I I NO EXCISE TA)( REQUIRED JAN 131999 41,0 RkNTRIJ,Snohomish County Treasurer ACCESS AND CIRCULATION AGREEMENT By 808 DANTINI EAGLE HARDWARE AND GARDEN, INC. (Grantor) does hereby grant to Smokev Point Properties (Grantee) the heirs, successors and assigns of the following described property, a non-exclusive license and right of access and circulation over a portion of certain property located at Smokey Point in Snohomish county, Washington as described in Exhibit "A" attached hereto (the "Servient Estate"). The property benefited by the license granted is described in Exhibit "B" (the "Dominant Estate") Exhibit "C", attached hereto, is a graphic sketch of the specific areas of the Servient Estate that are burdened by this license, shown by cross hatching thereon. The sole and specific purpose and scope of the license is to provide ingress and egress to the Dominant Estate from the Servient Estate and circulation over and across the Servient Estate for the benefit of the Dominant Estate's owners, tenants, customers and other business invitees. Grantor reserves and retains the right to control, use, maintain, repair and restore the Servient Estate from time to time and keep it in proper condition. The exhibits attached hereto are hereby incorporated herein by reference. IN WITNESS WHEREOF, the Grantor has executed this agreement on the _ day of _04C,eEA &C,E? , 1998. EAGLE HARD RE AND GARDEN, INC. IV RECEED i By: DEC 191998 00t_'2 tv, OiLLWA WD USE/REWRDS S7aAee ,o�vE��omE�urAeoJ�eT a LI)AZIAMOA FAPRQJECRI2999 -S-H Eagle Hardware,Smokey Point WA\12999-011Admin\egaccess.doc Page 1 of 2 9901120 62 i i STATE OF WASHINGTON ) ss COUNTY OF KING ) On this day of Q ECEM6671C 1998, before me, a Notary Public i and for the State of Washington personally appeared f'�� A). (AU-iA)A personally known to me (or proved to me on the basis of satisfactory evidence) to be the person who executed this instrument, on oath stated that he was authorized to execute the instrument, and acknowledged it as the sTnRE�EVE1.opm�NT PROOECTr on Q1A) 'b of Eagle Hardware and Garden, Inc. to be the free and voluntary act and deed of said corporation for the uses and purposed mentioned in the instrument. IN WITNESS WHEREOF, I have hereunto set my hand nd official seal the day and year first above written. 4'1 �I � r�� NO ARY PUBLIC in an for the State of Washington, residing at ?- CA MA) f°N My appointrn�{t expire /D-/ 60 +y%OF y� Print Name BIAu, FUL&oQA) MPROJEM12999-5-H Eagle Hardware,smakey Point WA112999-61\Adminlegaccess.doe Page 2 of 2 11901120562 I I CLIENT: Eagle Hardware and Garden DESCRIPTION: Smokey Point Parcel DATE: June 12, 1998 A portion of Tracts 1, 2, 9, 10 and 11 of JOHNSON TRACTS according to the plat (recorded in Volume 12 of Plats at page 17, records of Snohomish County, Washington) situated in the Northeast '/a of Section 29, Township 31 North, Range 5 East, Willamette Meridian, Snohomish County, Washington described as follows: Commencing at a found brass cap monumenting the Northeast Corner of said Section 29 (from which the East 1/4 Comer of said Section 29 bears South 00°29'30" East 2650.05 feet); thence South 87°14'17" West 678.05 feet to a found brass cap; thence South 00°25'49" East 64.34 feet to the southerly right of way of 172nd Street NE; thence South 00°25'49" East 242.37 feet to a point, said point being the REAL POINT OF BEGINNING. thence South 00°25'49" East 140.11 feet; thence South 870 13'41" West 23.02 feet to the Northeast Comer of Tract 9 of said JOHNSON TRACTS; thence along the easterly line of said Tract 9 South 00°25'49" East 416.81 feet to the northerly line of a platted right of way; thence leaving said easterly line South 00°25'49" East 20.02 feet to the center line of said right of way; thence along said center line North 870 13'04" East 436.50 feet; thence leaving said center line South 00°29'30" East 20.02 feet to the westerly line of that parcel described in Instrument No. 9404280311 (records of Snohomish County, Washington); thence along said westerly line South 00°29'30" East 195.00 feet; thence leaving said westerly line along the southerly line of said parcel North 87013'04" East 61.80 feet to the boundary of that parcel described in Instrument No. 9705150045 (records of Snohomish County, Washington); thence leaving said southerly line along said boundary the following courses and distances: southeasterly 105.93 feet along the arc of a non-tangent curve concave to the southwest, said curve having a radius of 125.00 feet, a central angle of 48°33'17" and a long chord that bears South 68°30'17" East 102.79 feet; F:\P ROJECT\I29991 i 2999-01 Vldmin\EAGLEALL2.doc Page 1 of 2 9901120562 4: I I thence southeasterly 38.45 feet along the arc of a non-tangent reverse curve concave to the northeast, said curve having a radius of 100.00 feet, a central angle of 22°01'49"and a long chord that bears South 55°14'33" East 38.21 feet; thence along a non-tangent line North 28°25'06" East 76.63 feet to the westerly right of way of said 35th Avenue NE; thence leaving said boundary along said right of way South 00°29'30" East 226.66 feet to the southerly line of tracts 10 and 11 of said JOHNSON TRACTS; thence leaving said right of way along said southerly line South 87°12'04" West 1091.83 feet to the easterly right of way of Interstate Highway 5; thence along said easterly right of way the following courses and distances: North 07°13'47" West 276.46 feet; thence North 03°07'07" West 400.89 feet; thence North 11059'32" East 212.07 feet; thence North 30°20'18" East 163.07 feet, thence leaving said easterly right of way North 87°13'37" East 374.79 feet to the REAL POINT OF BEGINNING. Comprising 16.09 acres, more or less subject to all existing easements and rights of way of record or appearing on said tract. MPROJECR12999\12999.01\Admin\EAGLEALL2.doc Page 2 of 2 EXHIBIT "B" ljohL nzac ZPTIO i 11 3/e Qt FDTS 111/2 FtFl/4 SK1/4 11it1/4 LY ELY Or sT 11i1Y LESS FDT ALL Ill Pvt lixi/4 6Z1/4 11E1/4 OAr cam 11E COR Sd AUG Tit S54409 00N MA 1l Ltl 00 SU0 30.03FT TO W 1,11 Co RD i TPn Tit SLY AW K Ltl RD CO RD 212.75FT Tit 1t PLT. TO It Llt or 1il;1/4 SR1/4 ME1/4 50 39C 204.73" Tit 11 Pt.l. TO k Wl SD CO 110 212.70rr TO IllT .y1T11 11 Lit SQ HE1/4 SFl/4 11E1/1 Tit E AiA SO 11 1,11 204.75FT TO TPB G LESS ADS 9901120562 it F n n a c b P �_ sum OOT. a I I MTTM17 1 I `� I I PC TTT�T�1TI1111111111 I+ II 1 I� IIII 1 II 11 rt 1 I �� I I II I N II III III II I IIIIIlIIIIIIillllllll � � I I I 1 I a III IIII I Il y IIIIIIIIIII IIIIIIIIIIII Irl`� r-- 1 1iQTITp1i I m aa] / gp I I x t� r40 �� y _� oy z K �•p j I I A� 00 O --.----- ._----__— V)cn 0 --_ n n CA fmTl 0 om o QN m O n O n 47 0901120562 I I +� V 1 06/09/2000 10:35 4257428130 GARY PARKINSON ARCHI PAGE 01 Eo"��1 t•'�� AL Q'`x--o (2Ierl 0 x • _ t t L , y� w K � I' "�� r• � 1� VV �`l.�i �.i �✓'` � 1... ^ � X /fir i'`��' � Te �= cn f y a � ,. �� • %',Tip �/✓; 2 �.. � w • �� ^�`:Ci".:Y,�'� I Tic.=tom ��'�! �� -�� V �T�� c�- VtiTL►� �� 1... -''ram—•� i ,, 2 1� '✓ I� L I Jun 06 00 11 : 03P Nalis=aec 206-527-7073 L I.,' U Ilk s l c -V q 1552 51 AVLNGIE' Iqf, 0 6) 5 V 0 7 ; I N D L,) 1 T T A L L E rnnlw� ph: fax : ATTN : tc 74ete 00, IV TA --, cr) , 13y: T I U,N S 140 Sl ONAL EXPIRES LCTION:. FOR YOUR I N FO. YOUR REQUEST -l"OR APPPIROVAL FOP, 'IR-EPLY, REQUESTED FOR YOUR ACTION i i I i� Jun 06 00 11 : 03p Nlis=aec 206-527-7073 p. 2 ------------------------------------------------------- P E T E R DATE: 06/06 GI14TAUTAS PROD: SPIOY.EY FLINT OFFICE N A L I S SUBJ: FLOOR-63IT11 OPNG A . E . C STEEL 'I'EAM ANALYSIS & DESIGN -------- ------------------------------------------------ ---------- U111FUM Lodi) WDRKSHEEi CONCENTRUID LOAD UUSNEET F1 SPAR = 25 ..................................... +....... ..................................... + WL WD height Pl. PD type length width wll wdl 6.6 19.00 - - + . ------ ----- ------ ----- ----- ------ ------- FLOOR: i width y = 4 t LL = 50 psi = 200 roof; 16.0 25 15 0.0 +--------+ ? 0l = 93 osf = 372 floor: 16.0 9.3 50 ll3 6.64 15.00 WALL: ; height ; 4 d DL = 20 psi = 90 ; wall: 9.0 15 other 0.0 FLOOR: wide ---➢ E LL = 40 psi = +------- ----- ------ ----- ----- ------ ------- 1 DL = 45 psi = --i 2.5 PL= 6.1 6.2 VALL: high ! i DL = 15 psi = dirt. fros left ;; PD=l5.00 red: 11 FLOOR: wide ---> 0 LL = 40 psi = CONCENTRATED LOAD URKSHEET 12 ? UL = 40 osf = +------- ------------------------------------- WALL: high - s e DL = 15 osf = height Pt PD -' -- ----------------- ----- ----- ty0e length width wll wdl 6.6 15,00 LO0 = ARIA LLred wL= 200 152 +------- ----- ------ ----- ----- -----• ------; Live Load Red.?-1 YES used wl= 200 red. roof: 16.0 25 15 0,0 floor: 16.0 0,3 50 113 6.64 15,00 6.20 .CPL;' wall! 5.0 is 15.01 PD;, other: 0.000 0,0 ----- ----- ------ ----- ----- ------ ------+ i - L = 9.5 >1\7 6.20 0L ---i 1] ;; FL-- 6.2 6.2 15.01 (PD dist. frog left PD=15.00 red: < - L = 17.0 -------;21i 21.21 (CPT 101 XPL MD ;cwl 0.100 iiwL C;wL MD F1 w6 0.452 ; wD ;Cw6 :iP1 G,652 i:wl iiwi LLLLLLLLILLU LLLLLLLLLLLLLLLLL DODDOD0D0DDDDG0D000D00DDGDDUUD L :: i! L L n RL= 2R.93 RR= 2i.70 c/1 Tor. W epuiv = 101.1 deft factor = L/ 490 deft allow = 0.63 in. -------------------------------------------------1aa V ------------- SPEAR: 20.9 24.9 -0.4 -15.1 -27.9 kips MO11EN1: 16u.1225.9 173.4 f1: ------------------------------------ Fy Fv Fb,WF Fb,other 36 14.4 23.76 21.6 ------------------------------ -------------- T1'PE DEEP Vreq hrep AREA --li----Sr-- --try-- W 16 29.70 215.9 1996 114.0 29.19 22s,6 --------•-----------------------ProviM--- --------------------- TYPE DEEP Vprov Aprov AREA --b----Si-- le SITE DEFLECT STRENGTH �W 16 62.Y 93 375 47 31 W16c31 add depth M 41i wlo 641 ,£ ,,,.I 24Z 501, W 16 69.1 126 510 65 40 kI M add depth 27i 57$ W 16 00.1 114 596 73 15 U605 add depth 311, 647 W 16 09.0 i60 659 91 50 U16150 add depth 35% M, W 16 101.7 163 750 92 57 91607 add depth 40% Olt �- -d a q u4 Jinn CIG 00 1 1 : 03P FROM RAMP REALTY TEL: 203 653 55.2 JU11". S.21off..) 9:50 AN F' 2 li S2 0-92 )IM W-2 — 92X- j �� `Pir I I 9�xq;m it) of x In no AI ru PIP < of; p < to 8 fu oil 4 n m Vail lex Sim 00 O it ti ul W1 LIn cxq 01 cu No x x X I I I January 5, 2001 p z 4 v Dave Ostergaard ; Ostergaard&Robinson PLANN!NG DEVE Everett, WA 98201 lby Ave SrR►J;CFS _ (nazi'C�u1AL T Re; Hawthorne Suites Drainage and landscaping drawings Dear Dave, As per our phone conversation there appears to be some unresolved issues with the drainage and landscape requirements associated with the Hawthorne Suites. It appears that the City of Arlington may be accepting the remaining issues for the Certificate of Occupancy from Snohomish County. Before the City accepts the outstanding issues from Snohomish County additional information is necessary to familiarize the City of Arlington with these issues. We have reviewed the approved drawings and conducted a preliminary inspection of the project. We have found that the following items are not consistent with the approved drawings as reviewed by the county. I do not have any revisions or asbuilts to the installed system. Therefore the inspection was based on the approved drawings as signed by the county. 1. If asbuilts have been completed,please provide a copy. 2. The trench section as shown on Sheet 1 of 4 is not constructed per the detail on page 4 of 4 detail E-E. The actual slope is 2:1,the top of swale is approximate 8 feet and the bottom of the swale is 18 inches. The pipe size is 8" and not 18" as shown on the drawings. The landscape detail on sheet A1.2 detail 2 calls out the required landscaping requirements. I would like to know the effect the detail would have on the design system. The owner installed 14 maple trees in lieu of the required 6 dogwoods as required on the drawings. What effect will the root ball have on the infiltration trench? 3. Bio swale trench number IV is not constructed per the drawings. The north 55 feet from CB #5A has been constructed as a landscape garden and not as the bio swale detail as indicated on the drawings. What effect will this have on the designed system? 4. The infiltration trench detail F-F is not constructed per the designed drawings. The pipe size is 8" instead of the required 18"as shown on the drawings. Islands M,N, O, P and D have approximate 6" of beauty bark with various maple trees and shrubs installed. What effect will this have the designed system. The landscape drawings show Islands M, N, O,P and D as hydro-seeded grass with landscape materials. Maple trees are not on the approved landscape drawings. I I I I If you should have any questions please call Paul Richart at 360 403 3512 or myself at 360 403 3432. Sincerely, David W.Anderson,Building Official City of Arlington 360.403.3432 danderson@ci.arlington.wa.us cc; Tim Nordvedt, Snohomish County Asst Building Official Ralph Monty,Ramo Construction Steve Peiffle, City Attorney i r G: Snohomish County January 19, 2001 Planning and Development Services Robert J. Drewel Smokey Pointe Properties County Executive Building Division -Commercial 16404 Smokey Pointe Blvd. Suite 301 2731 Wetmore Ave,Suite 402 Arlington, WA 98223 Everett, WA 98201-3581 (425) 388-3311, Ext. 2570 RE: Reference Number: 96 109763 ;, �"; PYFAX (425) 388 3280 Hawthorne Inn Suites Dear Mr. Monty: This letter is to serve as notification that the Temporary Certificate of Occupancy for the Hawthorne Inn Suites which was issued on December 13, 2000 will expire on February 131h, 2001. The drainage as-builts submitted on 12/19/00 and the landscape revisions relating to drainage areas were disapproved. No new engineered resubminals from Ostergaard & Robinson have been forthcoming, nor have there been any resubmittal appointments made. As a result of non-compliance issues and seeming unwillingness to rectify the situation, I hereby regretfully inform you that no further Temporary Certificate of Occupancies will be issued. After the slated expiration date noted above, you will be in violation of Section 109.1 of the 1997 UBC, occupying without a valid Certificate of Occupancy. At that time, the case will be turned over to Code Enforcement for further action. Per the Interlocal Agreement with the City of Arlington, they will be handling the matter from this point. Should you have any questions, I can be reached at (425) 388-3311, extension 2236. Sincerely, f Don Summers Snohomish County Building Official Cc: Stephen Holt, Snohomish County Executive Director C. Ray Allshouse, Building Division Manager Tim Nordvedt, PDS Commercial Inspections Team Leader Tracy Justice, PDS Commercial Inspector i i Richardson, Sue From: McLaughlin, Monica Sent: Thursday, December 28, 2000 5:19 PM To: Richardson, Sue Subject: FW: Permitting problem, Smokey Point Hotel Here is some more background information for you - I'll also forward another e-mail that's relevant. -----Original Message---- From: Barnett,Tom Sent: Thursday,December 21,2000 3:21 PM To: McLaughlin, Monica;Justice,Tracy Cc: Nordtvedt,Tim; Summers,Don Subject: FW: Permitting problem,Smokey Point Hotel M -----Original Message---- From: Nordtvedt,Tim Sent: Thursday,December 21,2000 3:06 PM To: Barnett,Tom Subject: RE: Permitting problem,Smokey Point Hotel Yes, please forward to Tracy. -----Original Message----- From: Barnett,Tom Sent: Thursday,December 21,2000 2:09 PM To: Summers,Don; Nordtvedt,Tim Subject: FW: Permitting problem,Smokey Point Hotel Should I be asking Monica to forward this issue to Tracy...since it is an issued permit/inspection issue? ----Original Message---- From: McLaughlin,Monica Sent: Thursday,December 21,2000 2:03 PM To: Allshouse,Ray; Roney,John Cc: Barnett,Tom; Sleight,Randy Subject: RE: Permitting problem,Smokey Point Hotel I went out to do my first inspection in July. While I was there I noticed that big trees were planted on top of underground drainage infiltration systems in conflict with both the landscape and the drainage plans. Specifically, on page 4 of the civil drawings, two different infiltration trench designs are specified. The design of"Section F-F" indicates that there should be 6" of topsoil over 3 feet of gravel and 6" of sand. The trees planted in these areas have root balls of at least 2 feet, so I questioned how they were able to install them with just 6"of topsoil. I also was concerned that the root system of the trees could interfere with the viability of the trenches and that's why we did not allow them on the landscape plan in the first place. Ralph Monty said that they had oDiconstructed according to the plan, that they knew what was best for their needs and questioned their need for plans or building permits at all. He stated that they had substituted sand for the gravel shown on the plans. I indicated we needed accurate as-built drawings to determine what actually was constructed and whether we could approve it or the landscaping they had planted. Similarly, trees have been planted on the sides of the bioswale/infiltration trench called out in "Section E- E." The side slopes are much more shallow than shown on the plan. Staff has repeatedly called Gary Parkinson's office (and they say that they have relayed this to Ostergaard Robinson Engineers) to see about getting accurate as- builts. "As-builts"were finally delivered two days ago, but they do not show any change to either Section E-E or F-F. I called the engineer, Brian Lindsay, today and he said all they plan to certify as as-built is the invert elevations and slopes of the pipes, not the trenches themselves. I will be meeting with Randy Sleight and Paul Dragoo soon to discuss this problem. I will also forward a copy of the e-mail I sent to staff on the day regarding the confrontational nature of the applicants during my first visit. It sounds as though this type of behavior from the Monty's must be a usual occurrence. I have not talked to the Monty's since then. ---original Message----- From: Allshouse,Ray 1 i Sent: Thursday,December 21,2000 1:04 PM To: McLaughlin,Monica Subject: FW: Permitting problem for the other side of the story..... -----Original Message----- From: Roney,John Sent: Thursday,December 21,2000 12:59 PM To: Allshouse,Ray Cc: Nelson,Laura; Robinson,Charla Subject: FW: Permitting problem Ray, would you please call Mrs. Monty and determine her issues. I'm sure it is just a misunderstanding, and that Monica is not receiving what is needed. Thanks, John -----Original Message---- From: Nelson,Laura Sent: Thursday,December 21,200012:08 PM To: Roney,John Subject:Permitting problem John - Call from Mary Ann Monty (425-258-1775 or 360-659-8551)-Smokey Point- Hawthorne Inn This is regarding landscaping. She said that Monica (doesn't know her last name) has been causing undue difficulty regarding finalizing their permit. She asked for some changes -they made them - still not happy. Said that Randy Sleight has a letter from the City in which they accept the landscaping. She said that they have also worked with Tom Rowe. She said they are close to suing Monica and the County regarding the problems she seems to want to make for them. I told her I would be communicating with you and that someone would be calling her back. Thanks for the help. Laura 2 I I Richardson, Sue From: McLaughlin, Monica Sent: Thursday, December 28, 2000 5:19 PM To: Richardson, Sue Subject: FW: Hawthorn Inn- Mary Ann Monty -----Original Message----- From: Barnett,Tom Sent: Friday, December 22,2000 8:29 AM To: Sleight,Randy; Roney,John; Nordtvedt,Tim;McLaughlin,Monica;Justice,Tracy; Baker,Jeff Cc: Summers,Don;Allshouse,Ray Subject: RE: Hawthorn Inn-Mary Ann Monty Tim Nordtvedt is in the process of contacting the city, to see if they are willing to (voluntarily) take this project prior to the county's issuance of a "permanent" Certificate of Occupancy. Tim will ensure that the city's willingness is documented prior to the transfer. Should the city balk at this generous offer, we seem to have two choices per the ILA- continue the current process of marking up the as-built drawings until they reflect reality (and comply with the codes), or file the appropriate paperwork with PDS Code Enforcement, at which point it would immediately be transferred to the city for them to take action (along with the entire project). Also, please note that, while there have been, and continue to be, some landscaping issues on this project, the main issue appears to be the incorrectly installed storm water infiltration trenches (and the inappropriate landscaping planted in them). I am guessing that perhaps this has been conveyed to the Montys, et al, as a "landscaping problem", rather than a "drainage problem", and thus may have been perceived as overkill by those parties. -----Original Message-- From: Sleight; Randy Sent: Friday,December 22,2000 8:17 AM To: Barnett,Tom Subject: FW: Hawthorn Inn-Mary Ann Monty FYI, as we discussed with Monica yesterday, all we would be able to grant is the TCO and not a C of O since we clearly have an irreconcilable conflict with an applicant who does not wish to build in accordance with the approved plans. We should turn this over to City of Arlington to process per the interlocal as an enforcement issue for Arlington to deal with. ----Original Message--- From: Roney,John Sent: Thursday,December 21,2000 3:14 PM To: Allshouse,Ray; McLaughlin, Monica;Sleight,Randy Cc: Nordtvedt,Tim;Nelson, Laura Subject: Hawthorn Inn-Mary Ann Monty I placed a call to Ms. Monty. She was not in, but let her know that if she disagrees with the conditions imposed through county regulation, and the City of Arlington has no problems with what is built, that, according to the Interlocal Agreement, she is entitled to request that the City take over permit processing for this permit. I informed her also that I would be out of Ithe office until next Wednesday. 1 I !Jolts '4' RO ecy Special Projects Coordinator Planning and Development Services 3000 Rockefeller Avenue Everett,WA 98201 (425) 388-3424, ext. 2258 john.roney@co.snohomish.wa.us(e-mail address) (425)388-3670 (fax) 2 r �� Richardson, Sue From: McLaughlin, Monica Sent: Thursday, December 28, 2000 5:16 PM To: Richardson, Sue Subject: RE: Hawthorne Inn As-Builts I called the engineer(Brian Lindsay)last week and told him that we could not approve the plans they submitted since they did not reflect the as-built conditions on site. I told him that we needed different plans. They have not gotten back to me. -----Original Message----- From: Richardson,Sue Sent: Thursday,December 28,2000 5:13 PM To: McLaughlin, Monica Subject: Hawthorne Inn As-Builts Monica - Can you give me an update on these please? 1 i SNOHOMISH COUNTY PLANNING AND DEVELOPMENT SERVICES ANNUAL CERTIFICATE OF OCCUPANCY Tax Account#: 310529-001-017-00 Expires: February 13,2001 Occupant: Hawthorne Inn_Suites Site Address: 16710 Smokey Point Blvd Occ Group: R-1,B Arlington WA 98223 Use Zone: GC OWNER: Smokey Point Properties Owner Address: 16404 Smokey Point Blvd Suite 301 Type of Bldg.: II-1 hour sprinkled Arlington WA 98223 Remarks: SCFD#12.Permanent Certificate of Occupancy issued upon completion and approval of all special conditions by Snohomish County. Wet sprinkler system and monitored alarm system in place. INSPECTOR: Tracy Justice Date: ember 13,2000 BY: Bui ing ficial or Fire Marshal POSTING: The Certificate of Occupancy shall be posted in a conspicuous place on the premises and shall not be removed except by the Building Official or Fire Marshal Ref.File#: 96 109763 Bldg.Permit#: 96 109763 00101 HAS BEEN INSPECTED AND THE FOLLOWING OCCUPANCY THEREOF IS HEREBY AUTHORIZED: General Use Unit Sq.Feet Occ Class Occ Load #of Exits Floor Load Lobby/Pool Area 5,200 B 374 2 Hotellst 12,000 R-1 42 2 Hotel2nd 14,135 R-1 70 2 40 Hotel3rd 14,135 R-1 70 2 40 Hotel4th 14,135 R-1 70 2 40 Issuance of a Certificate of Occupancy shall not be construed as an approval of a violation of the provisions of this code or of other ordinances of the jurisdiction.Certificates presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. i I SNOHOMISH COUNTY PLANNING AND DEVELOPMENT SERVICES ANNUAL CERTIFICATE OF OCCUPANCY L� Tax Account#: 310529-001-017-00 Expires: February 13,2000 Occupant: Hawthorne Inn_Suites Site Address: 16710 Smokey Point Blvd Occ Group: R-1,B Arlington WA 98223 Use Zone: GC OWNER: Smokey Point Properties Owner Address: 16404 Smokey Point Blvd Suite 301 Type of Bldg.: II-1 hour sprinkled Arlington WA 98223 Remarks: SCFD#12.Permanent Certificate of Occupancy issued upon completion and approval of all special conditions by Snohomish County. Wet sprinkler system and monitored alarm system in place. INSPECTOR: Tracy Justice Date: �ecem�ber �20010 BY: B ilding Official or Fire Marshal POSTING: The Certificate of Occupancy shall be posted in a conspicuous place on the premises and shall not be removed except by the Building Official or Fire Marshal Ref.File#: 96 109763 Bldg.Permit#: 96 109763 00101 HAS BEEN INSPECTED AND THE FOLLOWING OCCUPANCY THEREOF IS HEREBY AUTHORIZED: General Use Unit Sq.Feet Occ Class Occ Load #of Exits Floor Load Lobby/Pool Area 5,200 B 374 2 Hotellst 12,000 R-1 42 2 Hotel2nd 14,135 R-1 70 2 40 Hotel3rd 14,135 R-1 70 2 40 Hotel4th 14,135 R-1 70 2 40 Issuance of a Certificate of Occupancy shall not be construed as an approval of a violation of the provisions of this code or of other ordinances of the jurisdiction.Certificates presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. I I Richardson, Sue From: Richardson, Sue Sent: Tuesday, October 10, 2000 4:43 PM To: Justice, Tracy Subject: Hawthorne Hotel TJ- Talked to Monica. She has to approve the revision before she can do the inspection for the CofO. 1 I SNOHOMISH COUNTY PLANNING AND DEVELOPMENT SERVICES j[f ANNUAL CERTIFICATE OF OCCUPANCY Tax Account#: 310529-001-017-00 Expires: October 31, 2000 Occupant: Hawthorne Inn _Suites Site Address: 16710 Smokey Point Blvd Occ Group: R-1, B Arlington WA 98223 OWNER: Smokey Point Properties Use Zone: GC Owner Address: 16404 Smokey Point Blvd Suite 301 Type of Bldg.: H-1 hour sprinkled Arlington WA 98223 Remarks: SCFD #12. Permanent Certificate of Occupancy issued upon completion and approval of all special conditions by Snohomish County. Wet sprinkler system and monitored alarm system in place. INSPECTOR: Tracy Justice Date: ugust 31, 2000 BY: Buil i f Official or Fire Marshal POSTING: The Certificate of Occupancy shall be posted in a conspicuous place on the premises and shall not be removed except by the Building Official or Fire Marshal Ref. File #: 96 109763 Bldg. Permit#:96 109763 00100 HAS BEEN INSPECTED AND THE FOLLOWING OCCUPANCY THEREOF IS HEREBY AUTHORIZED: General Use Unit Sq.Feet Occ Class Occ Load #of Exits Floor Load Lobby/Pool Area 5,200 B 374 2 Hotel Ist 12,000 R-1 42 2 Hotel 2nd 14,135 R-1 70 2 40 Hotel3rd 14,135 R-1 70 2 40 Hotel4th 14,135 R-1 70 2 40 0 1Q i i f � SNOHOMISH COUNTY PLANNING AND DEVELOPMENT SERVICL ANNUAL CERTIFICATE OF OCCUPANCY Tax Account#: 293105-1-017-0004 Expires: August 27, 2000 Occupant: Hawthorne Inn-Suites Site Address: 16710 Smokey Point Blvd Occ Group: R-1,B Arlington WA 98223 OWNER: Smokey Point Properties Use Zone: GC Owner Address: 16404 Smokey Point Blvd Suite 301 Type of Bldg.: II-1 hour sprinkled Arlington WA 98223 Remarks: SCFD #12.Permanent Certificate of Occupancy issued upon completion and approval of all special conditions by Snohomish County. T ' paucy-for n oor oR—ofe7lo-hly. Wet sprinkler system and monitored alarm system in INSPECTJaCTracy Justice Date: July 27, 2000 BY: Buildm-j Official or Fire Marshal POSTING: The Certificate of Occupancy shall be posted in a conspicuous place on the premises and shall not be removed except by the Building Official or Fire Marshal Ref. File #: 96 109763 Bldg. Permit#:96 109763 HAS BEEN INSPECTED AND THE FOLLOWING OCCUPANCY THEREOF IS HEREBY AUTHORIZED: General Use Unit Sq.Feet Occ Class Occ Load #of Exits Floor Load /' Hotel 1st 12,000 R-1 42 2 Hotel2nd 14,135 R-1 70 2 40 �- Lobby��o�- S.�l-9@8-B , �� 2 � l�fj/3S /-{7�Cl Gf . �� 2 ya TAMP ' 3 I C a 44S4iSNOHOMISH COUNTY PLANNING AND DEVELOPMENT SERVICE ANNUAL CERTIFICATE OF OCCUPANCY Tax Account#: 293105-1-017-0004 Expires: August 27, 2000 Occupant: Hawthorne Inn _Suites Site Address: 16710 Smokey Point Blvd Occ Group: R-1,B —� Arlington WA 98223 OWNER: Smokey Point Properties Use Zone: GC Owner Address: 16404 Smokey Point Blvd Suite 301 Type of Bldg.: II-1 hour sprinkled Arlington WA 98223 Remarks: SCFD #12. Permanent Certificate of Occupancy issued upon completion and approval of all special conditions by Snohomish County. This Temporary Certificate of Occupancy for lobby, 1 st and 2nd floor of hotel only. Wet sprinkler system and monitored alarm system in INSPECT'4jv'4cTracy Justice Date: July 27, 2000 BY: Buil m- Official or Fire Marshal POSTING: The Certificate of Occupancy shall be posted in a conspicuous place on the premises and shall not be removed except by the Building Official or Fire Marshal Ref. File#: 96 109763 Bldg. Permit#:96 109763 HAS BEEN INSPECTED AND THE FOLLOWING OCCUPANCY THEREOF IS HEREBY AUTHORIZED: General Use Unit Sq.Feet Occ Class Occ Load #of Exits Floor Load Hotel 1st 12,000 R-1 42 2 Votel 2nd 14,135 R-1 70 2 40 obby 40 2 r TEMP b i SNOHOMISH COUNTY PLANNING AND DEVELOPMENT SERVICE7� l r; ANNUAL CERTIFICATE OF OCCUPANCY LLL LLL��i Tax Account#: 293105-1-017-0004 Expires: August 27, 2000 Occupant: Hawthorne Inn_Suites Site Address: 16710 Smokey Point Blvd Occ Group: R-1, B Arlington WA 98223 OWNER: Smokey Point Properties Use Zone: GC Owner Address: 16404 Smokey Point Blvd Suite 301 Type of Bldg.: IM hour sprinkled Arlington WA 98223 Remarks: SCFD#12. Pennanent Certificate of Occupancy issued upon completion and approval of all special conditions by Snohomish County. This Temporary Certificate of Occupancy for lobby, I st and 2nd floor of hotel only. Wet sprinkler system and monitored alarm system in INSPECTOW: Tracy Justice Date: July 27, 2000 BY., Buildiq Official or Fire Marshal POSTING: The Certificate of Occupancy shall be posted in a conspicuous place on the premises and shall not be removed except by the Building Official or Fire Marshal Ref. File#: 96 109763 Bldg. Permit#:96 109763 HAS BEEN INSPECTED AND THE FOLLOWING OCCUPANCY THEREOF IS HEREBY AUTHORIZED: General Use Unit Sq.Feet Occ Class Occ Load #of Exits Floor Load Hotel 1st 12,000 R-1 42 2 Hotel 2nd 14,135 R-1 70 2 40 Lobby 4,000 B 40 2 T�Mp SNOHOMISH COUNTY PLANNING AND DEVELOPMENT SERVICES ANNUAL CERTIFICATE OF OCCUPANCY Tax Account#: %'3/0 —/-U/ 7 —o oo !�K _ Expires: 2- o Occupant: �r� e 1;r, Surr�r�s Bldg. Site Address: f 4�r7lo S�.,' -y g/P ity State: � Zip:��zz Owner: �r r_Y , a�� -emscs Occ Group - Mailing Address: ?o( Use Zone PC - City: State: — Zip: Type of Bldg. - HAS BEEN I�NS�P CTED.AND THE FOLLOWING OCCUPANCY IS HEREBY AUTHORIZED: Inspector: —,LC 0 i c_ Inspector Remarks:(to be typed on Certificate of occupancy) Finaled _Z Z s oo emporary 30 Day 60 Day 90 Day Permanent'- � Bldg. Permit#: 3 Ref. File#: Max Floor Load General Use Unit Sq. Ft. Occ. Class Occ. Load #of Exits Fire District -Lbs./Sq. Ft. ,,Joao X,V INSP. TIONS REQUIRED MIOR TO ISSUANCE OF CERIFICATE OF OCCUPAN Y Right of Way: Approved . Disapproved Initials Date Comments Zoning: Approved Disapproved Initials 1*,�IM Date 2VOO Comments: 1 CJ �' hC� /?�1 /�U( 6 GY-?Q ffJ�Cl`I Y 117 ) T / 11llm! 9 CG4�Pi'�/c��l Public Work Approved Disapproved Initials Date Comments i� Biologist: Approved Disapproved Initials Date Comments Fire: Approved Disapproved Initials Date ��C��omments �1,J,``'��"D}r-ainage: Approved Disapproved Initials Date Comments Letter of Intent Drainage Bond SAalbatross\tim rhoades\certificate of occupancy02/24/2000 r� COMMERCIAL PERMIT CONDITION PAGE COMMERCIAL PERMIT#: 96-109763-000-00-CP ASSESSOR PROPERTY TAX #: 293105-1-017-0004 PROPERTY OWNER: Smokey Point Properties APPLICANT: Ross Jameson Gary Parkinson,Architects SITE ADDRESS: 16710 Smokey Point Blvd Arlington, WA 98223 TRAFFIC 1. Applicant shall obtain a Type B5 Right-of-Way Use permit for lane closure from the Department of Public Works prior to construction within the County right-of-way. Application shall be made at least 15 days prior to proposed construction date. 2. Sight distance at intersection of private road and Smokey Point Boulevard shall have been provided and verify by DPW before occupancy. 3. Private road shall have been constructed according to approved plans prior to occupancy. 4. Provide evidence that $86,699.12 has been paid to WSDOT before any Certificate of Occupancy. 5. Prior to Certificate of Occupancy record a common access agreement with adjacent property, "EAGLE". QUESTIONS -CALL BILL BRILES AT (425) 388-3488. DRAINAGE 1. Prior to building occupancy final drainage inspection approval will be required. Section 24.12.160 SCC QUESTIONS - CALL JIM ALDERMAN AT (425) 388-3311, EXTENSION 2163. SITE 1. Site improvements shall conform to approved site and landscape plans. 2. All parking and landscape areas shall be installed, inspected and approved per approved plans prior to occupancy. 3. A Landscape maintenance bond for 20% of verified installation costs shall be accepted by Snohomish County prior to occupancy. 4. Signage shall be reviewed and approved under separate permit. QUESTIONS -CALL MONICA MCLAUGHLIN AT (425) 388-3311, EXTENSION 2144. Subject to issuance and expiration date on Permit# s:\formbank\1000\1095.doc 1 I Hawthorne Suites & Inn 97-109763 1. Drainage Revisions — revised plans, 40- ,,rev ew and approval required. Repair >>� tv 44 incorrectly installed drainage system. �S but)� � a�'f�' P 2. Landscaping not installed per pl n. Viability of I ndscaping th t ha beer. installed is in questions�+� qantea G�ia S IrI �3. TDM access/sidewalk have treesp wher accessibility required (east sides of main entrance) 60,,,P/�/w,dry �rv,J �OI�r..� OY S-t4 h � y1ja 5. Finish striping parking stalls 191059- cc-e �rtic CEJ''7E r� PLANNING & DEVELOPMENT a SERVICES COMMERCIAL bl J1q j,"- ens 1^"-r /)\AA Sig-- A15 4AA:j �/� 34 014/ 5, r. SNOHOMISH COUNTY PLANNING AND D EVE L0P4)r41SEkViCES:' J ANNUAL CERTIFICATE OF OCCUPt NCY ! I Tax Account#: Z 93/0 s -1 -o/ 7 —ooa E I s. `0 2 0� Occupant: a 6rh e Tyr 4 �� es sFR7� Site Address: /g�r7lo S�.To�<<.,, %f / City /ram State: 4t✓� Zip:�d�2z� Owner: o F Occ Group - Mailing Address: Use Zone (9 City: State: Zip: QcPzy3 Type of Bldg. HAS BEEN INSP CTED.AND THE FOLLOWING OCCUPANCY IS HEREBY AUTHORIZED: Inspector: TZ c,,.1 c."e- Inspector Remarks: (to be typed on certificate of occupancy) F i n a I e d Z oo emporary 30 Day 60 Day_ 90 Day Permanent��-- Bldg. Permit#, �/-'o Ref. File #: Max Floor Load General Use Unit Sq. Ft. Occ. Class Occ.Load #of Exits Fire District -Lbs./Sq.Ft. GY /sf /2 -0 <'/ z/2 2 oa � /lam INSP TIONS REQUIRED PfRIORTO ISSUANCE OF CERIFICAT/E� OF OCCUPAN Y C(41 0 '�'t of V1C is Approved Disapproved Initials Date Comments ti_L) �2r�,7� u. `��i� ✓1 a Ire ,�}/i� YiF �n ) Zoning: Approved Disapproved Initials Date Comments: Public Works: Approved Disapproved Initials Date Comments Biologist: Approved Disapproved Initials Date Comments o � Fire: Approved Disapproved Initials Date Comments �4ainage: Approved Disapproved Initials Date Comments XXXJ""CEAg VU Letter of Intent IIVainage Bond JUL 2 7 H!`t 9Pq pp �rl p 5:\albatrossltim rhoadeslcertificate of occupancy02/24/ �:;,'r SERVICES-COMMERCIAL. I I I I Richardson, Sue From: Richardson, Sue Sent: Thursday, July 27, 2000 4:55 PM To: Justice, Tracy Subject: C of O for Hawthorne Tracy - I have a revised original C of O in my file. Do you want to take it out to the,job site and change it out for the one Tim changed and initialed. 1 i Hawthorne Suites & Inn 97-109763 Drainage Revisions — revised plans, review and approval required. Repair incorrectly installed drainage system. Landscaping not installed per jklan. Viability of landscaping t a has bee ` installed is in questions a ere 3. TDM access/sidewalk have trees lasted wh cessibility required (east side np of main entrance) Miscellaneous building code c rrectins in the building ? 5. Finish s iping parkin- stalls � GS f 4 SNOHOMISH COUNTY PLANNING AND DEVELOPMENT SERVICES ANNUAL CERTIFICATE OF OCCUPANCY Tax Account#: Expires: Occupant: akf�-Z54r:9A-A,, e T��-, �, '�r _ Bldg. M rye Site Address: /g,'7/o 5-l"lrl-11 �f / City �'�� <� State: � Zip:"9?z�� Owner: Occ Group Mailing Address: Ql et�o( Use Zone 62(2- City: State: Zip: Type of Bldg. HAS BEEN INS? CTED.AND THE FOLLOWING OCCUPANCY IS HEREBY AUTHORIZED: Inspector: Vc. - r'r." Inspector Remarks: (to be typed on Certificate of Occupancy) ��Y'/ � ''� U �` / �'��----'f 2•row ��'� IXg. Finaled Z g' o emporary 30 Day 60 Day 90 Dayr Perm t�— Bldg. Permit #: le- 3 Ref. File #: Max Floor Load General Use Unit Sq. Ft. Occ, Class Occ. Load #of Exits Fire District -Lbs./Sq. Ft. Sf rZ,Ooa z1 Z ;2 INSPECTIONS REQUIRED PNOR TO ISSUANCE OF CERIFICATE OF OCCUPAN Y Right of Way: Approved Disapproved Initials Date Comments Zoning: Approved Disapproved Initials Date Comments: Public Works: Approved Disapproved Initials Date Comments Biologist: Approved Disapproved Initials Date Comments n Fire: Approved Disapproved Initials Date Comments ( ainage: Approved Disapproved Initials Date Comments Letter of Intent Drainage Bond S:\albatross\tim rhoades\certificate of occupancy02/24/2000 1 <• Richardson, Sue From: Smith, Stan Sent: Wednesday, July 26, 2000 8:15 AM To: Richardson, Sue Subject: RE: Sunrise Apts-Bldg C 98-105472-004 You have my OK to issue C of O on building C. STAN -----Original Message----- From: Richardson, Sue Sent: Tuesday,July 25,2000 3:42 PM To: Smith,Stan Subject: Sunrise Apts-Bldg C 98-105472-004 Stan - You've pre viously appro ved Buildings A dr B. Building C is in for a Temporary Certificate of Occupancy. Can yougive approval.P 1 I I I Richardson, Sue From: Tangen, Ron Sent: Wednesday, July 26, 2000 7:51 AM To: Richardson, Sue Cc: Miller, Pam Subject: RE: Hawthorne Suites & Inn ( Smokey Point Hotel) 96-109763 Sue, Tracy will be going out there this afternoon if he says it ok I'll say ok. We've completed the acceptance of the fire alarm system and the sprinkler system. Ron -----original Message----- From: Richardson,Sue Sent: Tuesday,July 25, 2000 2:11 PM To: Tangen, Ron Cc: Miller,Pam Subject: Hawthorne Suites&Inn (Smokey Point Hotel)96-109763 Ron - This project is in for a Temporary C of O. Can yougive approval. 1 I I COMMERCIAL PERMIT CONDITION PAGE COMMERCIAL PERMIT#: 96-109763-000-00-CP ASSESSOR PROPERTY TAX #: 293105-1-017-0004 PROPERTY OWNER: Smokey Point Properties APPLICANT: Ross Jameson Gary Parkinson, Architects SITE ADDRESS: 16710 Smokey Point Blvd Arlington, WA 98223 TRAFFIC 1. Applicant shall obtain a Type B5 Right-of-Way Use permit for lane closure from the Department of Public Works prior to construction within the County right-of-way. Application shall be made at least 15 days prior to proposed construction date. 2. Sight distance at intersection of private road and Smokey Point Boulevard shall have been provided and verify by DPW before occupancy. 3. Private road shall have been constructed according to approved plans prior to occupancy. 4. Provide evidence that $86,699.12 has been paid to WSDOT before any Certificate of Occupancy. 5. Prior to Certificate of Occupancy record a common access agreement with adjacent property, "EAGLE". QUESTIONS- CALL BILL BRILES AT (425) 388-3488. DRAINAGE 1. Prior to building occupancy final drainage inspection approval will be required. Section 24.12.160 SCC QUESTIONS-CALL JIM ALDERMAN AT (425) 388-3311, EXTENSION 2163. SITE 1. Site improvements shall conform to approved site and landscape plans. 2. All parking and landscape areas shall be installed, inspected and approved per approved plans prior to occupancy. 3. A Landscape maintenance bond for 20% of verified installation costs shall be accepted by Snohomish County prior to occupancy. 4. Signage shall be reviewed and approved under separate permit. QUESTIONS-CALL MONICA MCLAUGHLIN AT (425) 388-3311, EXTENSION 2144. Subject to issuance and expiration date on Permit# s:\formbank\1000\1095.doc v 1 0 2� ' ► °°�� 9 III L1°��s o/cncd IL Ul 00 8r9ov' 2!10� Z d I`D�y o/ 16 I �V 4 th� 'TN -I �19y1 r 14 S Z 00 ( oo L�5�01-' 6 � CZO-Z 9,40 I ;�-S� 4-s o L oo-i 9 __ _ _ , - c6-8Z1 �a Poo- �liq ;ytllnti; �bl�(aninS aoaa ' -3-N '1S 44 891 �' e 2 6 1mil j £ 'alloop9/MI L Z1128 t/1_ \�-�d 8 d2 Z �r a�d� (LL)F9dS - en rt< IIIBOz6vz •r• 'GN00/M s.00-Z - �0 soo-i I r700-/ boo- z82190£ez -zo��78 J Q b a� lM c6L}zlz�s, �I r Q�oil ci � Ci' •a o�M Z N. � I N I � �� t1F,7��,"o6 Z - - !`7/V/7& 5 _ iS _ i` oo5`700 I r I 04 \ ,:� \1 Ul "I- k I `IIII � I`� Ii �` �I '� I� i c .. � � .. , � •,� R � a .�� real � � � � � 14 � �� 9 � 1 I v IQ NJ NN ctv\ -D I le NNI t'. � � I �I I i e•,r• 1 MIST►V= fa Y l w r - • 9 • GENERAL NOTES: ..r...• .,r i•.'•, t�m+�^.»..n r•oo-Lu•rifr•, founzir�+ - ��:..• .�.. J J _,gyp m r•D.Tara r._. ,.�• - 1. rRTOR TO ANY SITE DISTVRBING ACTIVITY ]INCLUDING CLEARING. •. - -.• 1 , _-- .a_.. _ ,00 o.+».,uP.enY i•=-- - -- � '�:j d,�.•� u LOGGING OR GRADING THE SITE CLEARING LIMITS AS SHOWN OH THESE 1 1'� _ r 0_ : - PLANS SHALL IE LOCATED AND FIELD tDENTTFIED BY THE PROJECT `:./.'::�•`.�.,.•• 1 -T _ •, _ �.'S. ,•� SURVEYOR OR ENGINEEIL.THE PROIECTSVRVEY/M OR ENGIIrEII'S - r i 1T�, 7 AND TELEPHONE NUMBER AXE OMMOAAAD•4021NSLW A ASSOCIATES, 1 � I I I � -,'u � E•" 1. 1 52396113. L -} SI IOKEY INC., i + •naa F A - T h Y '1&STI A i IRO P [TIT r 0 r o.a%• a a..,.r I a r. E ].• THE DEVELOPER AND PROTECT ENGINEER ARE RESPONSIBLE FOR WATER r 4V Z i k •, a u SHED DY THE S ! SHALL DE FSTAB •\ a UAIZTY. A MONRORING PROGRAM I ut G rr ol N AND !HONE N ER' A. E T ENGI E S N R THE PRO ECT tRO1ECTENGINEE �'•:: - -,Ya..a.NUMBER ARE DAVID O.017ERGAARD,P.E.,all1119b1a7. ► i 1 • . 7. 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'•/pP 110.g0 TOP 117,M0 INV.I IF•.19 t� IsiV H4.?o I NLrtE: PRovlt7l`lJ r.l015Tut'+tBFA Gtry or-MAao-r'rvltti= T,M t1YoltMj N/-rTluJ9Lr C"111.,COO.W--flow ,-IOWL I1y.08 INV.1 IA•.20- IN`'•114.(.9 - I ACGinj TO_FXISTI�4 tcYr,.lrr9� ._ STP-WDATtD9. ylT,ann!fas'TYIOICF7ER VALVE-i•LL PIPE NTPKG`•ar ,( f It 9f1 t`'(Jc:vf it."W.L. I C-- COM1eCTIW4 rft ciry of,•_0414,VILLt sTV. ... : ; C+•.wTc wive PF�T ut1;FD. SCr).HL 6-(S)TYP IN5rALL DIVE SrR:crJrmtc `,es_j_ : I 1]I Drss:w•ta,rltl.enlao - -' - TO IMPiC-Are NTOAANr 60Uu'-vs. •'- •• •• Gen IBDICIeN 340HOMISH COUNTY CONSTRUCTCt! SCIIEOULE: 197ADS-/-019-OXV f xwer r.CT ADDREBE S'MOALY POINT BOVLrvARD W 1. tnsuu calslRucttal ENTRANCE• nw•tcxtr roAvrsAlrf/ t64,y r. nn•««..rrrr..w.r...•.•a•••••.w•••-`«..«^•'- SGta.LE IR�r}O' ._ 2. INSTALL SILT FENCING. . IL'ELdoW n/ a •..r..._...r_»....•..w_••w,«.«-.••., -XI RCCOOIR NO 197107-1-017-0001 3n.L f. ,...«•.....-r...•...r u..r.,.+...»w.r.• DATUM Nab V.D.-2y MSL J• CONSTRUCT TEMPORARY SILT PONDS: I sitlLf Buctltuna .•.. i••rY+•.- ---_w w,.w••.-._�....:.-a.-_• a. DIRECT STORM RUIIOFF TO SILT POI105. -f{�•' r$11 or fort YI/l ut14 mN aiI/a LT tcY of n Rvr uu re" TIT" 10R f G•MIN rolv'EA m X"ir!An+�,bTYUc v Suo,,o'w Ro 133.1irT 111 riu io rYLn r IR U r'�'•m.,,,rr•.,...,wM_.,,rv..Y«.._.^_...•Y~i ' 'LI'GCLt7 5. CCNSTR'ACr NEW GRASS LINED DITCHES. 00 NOT REDIRECT EX.DITCH --P- *91/4 sai[f.Sc1/. ,n SEC 704.1irt nl R 71.1."Y Mr,o Co ae ilf.lan"fur \r a.:.w,Y..r.«... m,,,.r.,•.•o,r - ae,wrrR FLOWS UIITIL GRASS LIHED SWALES HAVE DEEN WELL ESTABLISHED_ - >r11n R Iw ao Still at1/1 Xtt/a TM t AIA 90.0 iX 309.TSPT TO Tr,s Lie,Sot ,t7L..1..., OIL,/t•IATFS...�rTAKA'r00 •:•. �til ""•�""' GW Or/>6RVATIO/J WFr,_ 6. MCMR1OR •ILT PONDS OURIIIC CONSTRUCTION AND MAINTAIN-UNTIL I APPLICANT SMOKEY POINT PROPERTIES J 1. �aw,p,,,.M.rrarr..•_w+«,••-w ar•.r. _ EROSI011 POTEHIIAL HAS PASSED. :OIL/W.&TE,SEt�ARATa2 17213 SMOKEY POINT DRIVE - •«•' .--- .••w..n«•.a_._«•rtw.lr«.,, G5. p�t•JNhPouT_ ,....,-••.... •Wawa•.r.�•.,r.«....,...«........,... '------ t - IL p,•,,...'..:.':«• .'«.,.•..,.,. -i C.CA._GLLA1JOtJT--. _ t 7. CLEAR ARID GRADE. PSTPIL- ARLINGTON, NA 98237 a. n,•.wtM•.rn••••u•-«r.Yr•,.•�«..._.n•.•-••a„ ��/ .. B INS TALL�ZITILI TIES. NT.S. (206)E57-ISSS O ` «. .....M.,«.«. .«._. O ,.•r...•.,.,.. ..-....a.s ,';��•..:..-.T:i.,•:•.w.-«r...r.• .•.•r. __ NOW PuAt Nc. CoN4ttu riom C,0_*_M:fCM S+•yLa. k FIELD VEKI F•(RGIOIC•(o GON4TN11C ION �� CAAY PARKINSOH, ARCHITECTS A✓PO D,4'futnArat•G AND CC aar1*!L&1!ON A4AA ,f1 S •r• 2612 COLBY AVENUE r••.••r.M,w••_W«r.�•rwr rr-M•NY»/1br•M 1 //�� IN••(ta�.AKC/♦t.L•f,dL ifrprNGn INPI LT4A•(tONG d CJERETT WA 98201 \ Z lil ..,fir. .....,.1_..•.,.,..__.r.,'� r ...,, _.nr'.«r"►rr«•`_,...r.•• .nlr•wrt--•• / (306)173-3337 Q , ,. t..,"4,r• rru.rwMr•�...•.Tarr,.M-• i J .�l / si0' fyu} 30'[SMT' NO.erN 'UTILITY Dj ETAICTB Y «.,� wl_:e...-....,.a.m«rr•..a••,,.,,,.„• i•! ✓� w ar.a•, SCYTN f2'LANE /L'CL IZ'UNE ,s• POWER: P.V.D. Or SNOHOMISH COUNTY O �,�,,,�,1i1'•�••••- M •1'•' '•�'-•"' �' a•a««„�s,:•:« I fr''V 1Or OfLVz MATER: CITY OF MARYSVILLE / Nr pir'INE I b �q SEWCR: CITY OF MARYSVILLE ,..1 r+r,�,.r�t« ,n•-r.„„�r rr wrnr.w•w.r«rr r.IAr•+ �•w,•. out _,«.......,. tavr V„r«.a,Yw« LGTDow.r CJcry k tl+f LJVST7N4 tam ,...r.«.... «. .«•...,..r ....a•«..,ry A Md l MNt4tyX,t1' - I rAc MYLMLNr .•>rY. N N..r.„.r.•......r..,•w«.,»._.«...,,•..,.:cro l«+w• « 1 M'. -_ 111 __-- DATL OF 7Af:PAR]tTSON NOVCMBLA 13, 1991 V- �«,`,-.fit�u•ra�.•.v rYo v n..o. 1 -, -- S,iW Car Lr.[04l�%• - ., u ---- ASrw,t r rrP. ••,••,", ,•, .• a• ,,• Jr.• `\--Sr.(';:_, 0/ - .f'CS!!C CONTACT. ItASE'Se1r5CP. _____T; �:, -~ ••lam r..r:�{I. €ti<t.ItouMO J OSTERGAARO-ROBtNSOH k ASSOLtATES.Pit E IBIT rT«- .. r:Irr•...r..... � 'L'•-"'r 1.' �S •�oa L 510FI •Z'AC M✓W x•RETT, r.1'+982 It j '3wALC DIOFILTER •CS7 259-6 7 WA 98201 ---•f-� t• /�L 259-6s45 PAGE I ....... ..,...._, ... r i.,.,. , Ry .NP Prve r 4r-11/src verA.r. Zy�'CSQC Cl.U�)'�/ M.,•,..., , GRA55 LINED 510-FILTER i9•MIN. L•EI•tc•,rt1 (,•(„pLVEL EASL r• `Ow`d•^Tgr�f .. .._... .� P16PERC-AL TRENcH (EI�t¢lcal>rt4 vY�SPILL_WAY) PERMIT 17232 MAYJ� ,tf4� ••••,•. ' Nf.0. �A'LGAAA/•'c PWv.Wa SNG I p'r• / SI40HOMISH COUNTY .,, . ♦ eo.L'a�noNs „�:;�••• .,... Nare: COMMUIIITY DEVELOPI/EIlT DI'.1SUN The drain,ge connection to the WSDOT ditch is permitted ror discharges touhing from SE C T��N _A -^\'r 171''•t°!r A?PRO JED FOR CONSTRUCTION 5hre1 0 r• �. „�:• s' .esregency dorsonly(disehwges occuninj when PmCiyitation exceeds the 100 yew dewy, rr s,o li cr „/ ifvr Or.•. BY _ "••••,•"`• •• ••,•••,» sonn)- Disdut jes to the WSDOT right or way from Honor equal or Ieu than the desgo A'r3 storm are tYX permitted If wch dischwges occur(from lack of muntenince 01 i-.r1-;uwt for RANDOLPH P. SLGCNT P E. P L.S. desig4 for caa„tple),tl,e owner Dull provide the neeolw.:c^r.,,,••,i:ciun 1. -STA O+a7 To sT�. L+43 -__ -J R/W Pmrnll NJ. �"o Ito Ir ucm to pre ni them / n.�r q '- 17ti_ '•' ' m G p Vif YJ- U y IT•p N elw•eet � •.wt r 1 J1 D!w 'i-ie. -�r. •+� e[nu Z Z W 1 uj le tyr<MnO•Car a<C< a�.•]�, ry�^� Dw r,LL rt Mv1«D C V L,•i.•re otr•<e.ac. e.,r w stlwe-sr 2' •4 a Z,(1, cautrno xi.•i,i...o '�s''-'D I �'fi I - �3'�3 Ww D[,w,rarrD+i,,,i+ s• _n._ _-I ''� — 1),F!1i1rt.Nf�r4FblirEllf."a � .rl�-�••tnt ..wolf re.ee _ fiey+�yC . r a ss I r•1 _ ORI•.NUE TEMP. STANDPIPE DETAIL - hARRIER FENCE O ROCK CHECK DAM DETAILS as r�} D,nrr Of 6LEAKI I r { 2' 2773Ae_A r` HrN 5 Q s n IW a-n rem P PONA _ — — 0 , sd wYPZf, f z � I z O cY i Id is GRAVEL I W o CON5r ENT T yP I o / — M 01)1 .0 Z •� TEMP 31✓r4� /RD�K LN£CK DAMS — - - — -... — — _- -_ _ — — — — •;�,._ — ,_, _ reMp\ 5/1_7 i \ I •SCALE• I[-q•", � r-1 I LEG EN n / E`2T11ri1G> V. G!J 11T11'I S< _ r, —1� / I.Jo 1zt N ` e_I—LJL61 I" I•IEj11 Cr7 It�vG;zC.l�,_ EI I n7EJ, ...�— _______________ TEMPORAL EROSIONGENERA err r.irnit to an•.•,!n TES ce.,tr- f r••t n.<r i ) I. Temporary siltation control fillers shall b• approved filler 6. Limits of ol—teg for road and ulallle, to bo flagged In the s,.n•�1,a fab,lc material 2 1•el loll. Ileld prior to etewiing. u \,,• .2, 1•mpe•ary erosion dimmlopon control IoctlUn thd'Or ), Clearing of any Iola and/air pwcels, •seep!!!mils of Nraririq constructed Dy-Dlocing sdlo lotion conhd Idler+wrund I sir, hou. shown on plan, will be done dwing their donstmetlon p wsi•nta ru'cinr"ei J „ -S �(" R 1`..�I� .-_ (nolur al or manmade) and shNl be malnl dnrd 4, a +o it!nclwy 1L a.vrl-nvo . _ r •THIucNH•y. - .cendillon un(d +u 1, 1". that IonA CIIMMg nnA/o• B. This drn.inq sna11 be uvA for lempaory erosion and Vr1�i.w•mea wits reel+6,v.Uon nl r.•.int Ar nLinq• Inv.di•, rile r^mD-•LA• —limenlallon control plans only, rw plot eonslrtlellon refer . \ t tans liwael / ' C': oP<r ahonaf o,id Ihe,relw ned to w;q•,M giom,d trndiGrv„. to ronslruellen plans. �J i� g EXHIBIT "C" F� � 3, �Previd• and maintain IemPo•ory xAimMlolton eeli•c Uc^ g• nr.n+ 10 h•rxrgn graded with finished grading to fallow neon faeaitle, to hsure,edimrnl laden -at-, don not Min IS• p.orel enmpl.Ilan ore to be•e•ded with nnnual. Perennial or . — —- •-t! ry noturd droinng, ,/,leas. The„ foeagl,• mud be•^ op•wN°^ hlbril ry, givs.lhi, ot,o Dieludr+ p—n.lrr d,se, o,id the prior to clers,ng and busding eonshucli n and ,ori,faclw[y ,.d.,nent ba" embonimcnt.ltydro-teed Pr sleeved. PAGE 2 • \ rneinlaimed un1�1 constiuclion rind land,-oP'ng ore coa,pyled GRAVEL CONSTRUCTION ENTRANCE and potential for on-site erosion has polled 10. ImmediGtely folla.;nq r I,h grisding. p<rmonenl vegetatlon of rapid, pers1,n1 and legume) rill be apPlled PERMIT 17232 ,`.'�^J,� J..'\;- r•'o`""w1e•`w'r'•R d. BNms and swale, shall be can%ruc!ed a'necessary to direct ndnir tam 120 ID/ace•), Th., Is to 111cludo: r:-i;. .<ScS.>.T�• '� r r �.<•.+.�w<wsat��Yn all sediment laden water to DPIIUIIM eon''N facilities. - v..�•0Or rya•N v :,.,,r..s Where possible maintain natural vegelolla• for at control, A. 20%annual, perennial or hybrid rye grass awlwe•err,rn:w w B. 40%p,.ping r.d le,eua ""°•"w"<" S. Approval rl Ihl, lemDorwy sedunentalion •••n lro'pion foes -sl C. 40%while clever Appro [•.••as a.nDto.R news w,taur - Y•vM r we R ca++lval of appro•ol of deign, file nor tocal .. of pipes `_srtq rrvr%t^rtn•r ee pt'rs+tl r ��„ _ reslrlctw,. channel, w retention foc<i0r,, but •I on Hydro-seed proferr•d. u u.n Designed •.r�.M KM..ww� •• ePprovd of Inc Irmpor o.y<ro,lon ,edimrrtlalt•n �o�l•d plan Checked SILT FENCE DETAILS .. ""^ '"" wily tits Olalbn control system, depicted on It I, wor,ng 11. Inlerinr slopes of all lempw,ey retentlon focallles shot! be •^ • rwswR r.. w• such a, to .,,I mMlmum rrWlrem+n taw A, IMslr ucnn^ J,• r Drawn Wnre�nM \0 r/Y CMtked •--�••-.- --• _ '•' ' progrnu, and .,vested (seasonal) cond,11 o, dalol•,more '<atdlatine connN 10011ks may Dt r<ry,'vrd to mature 12. Grading off of proposed public rlghl-el-.ay shall canply rllh ta* ' * lelc ,�Inlion canted on the propa••d ptol In•r<rwe, prim!, requM•mmis nl CTrrpler 10. uniform bu,lding coda ,�JSNOIIOIA1511 COUIITY • toutcrnIICO6AU!IIIY DEgELOPI/E11T DI\I9011,r,rnn.•I•,ny of 11ir d+.rl,.pt. 10 o•as••, any n.. APPROVED fOR C7tJSTRUCTi'Jt`I,.,eun. e9nAlllons Ih•/1 ntny Dr er<olcd by h„ n�11..nn eny io r,i un n w.n Pradd•addlllnnal IDNdin over w.a abv.. m,imv 11 BY_ 'J ./�mnr D• n•eNd I,p•al•cl nAyic•npp.,Un. eV far 0A1i001f11 ft. SLEIGIIT pE. P.L.S. C_ T L,r— $ i'l0 i1 A/W Penmlt Ito 9GIp97G3 C? •�1.1.- 443 m LV J r; J 3� > W Z RC 1t� Z f u W tit - I! - rn W �\ C J,O N N t ►r z 3 I O CcW ►.N - Z Wu Av I � — °0 0 I1 -a p Q ci m � 0 r,9 7Z z ^e; SrgL `I�—40' r NORfN u Z I.Approved pernnnent traffic control signs and markings within the public -- right-of-way ■hall be installed by county forces. CNANUELI2ATION �• 51GNING SCHEDULE W [.Approved traffic control signs and markings on private property shall be F_ co'c wrcocoye rrt CT,-NlryC provided, installed and maintained by the property nvner. Q Ylto•7o P.. :tm SY�•�aG 2 •ra rf 3 Construction signs and delineators shall be provided and maintained by Ii N!o-Aa owe LWE tone f ' ,` the contractor. IL 1! Wl6! YdAo Co NeftuCf%eu f �. 4 A right-o[-way use permit.1s required from the Department of Public Works a axis for any lane/road closure. Contact Public Works at 300-6405 at least 13 14 GSo•t tND cpNc{rucfloq ¢ days prior to construction activity within the public right- of-way. O R All Cinggers are to be equipped with orange safety vests and hoed gear - V appropriate for flogging traffic within the public right-of-vay and shall -C have valid f!egq!nq cards from the Department of Labor and Industries. v, GAfter work within the traveled roadway is completed at the end of each U - day the road rhnll hp clear of debris and equipment and completely open _ q to traft le. Any equipment or construction materials laic within the pub-; right- 1]... 11e of-way shall have lighted type II barricades around them. All T nwia ppliesble ■igna shall be removed, turned or covered daily when Bondi- lA tion no longer ex lets. t> Z Snohomish County does not have jurisdiction on State Pouter. the roads — - Ij 1e- Within incorporated cities, private roads or on private property. For any related activity encroaching on such property th. applicant should - obtain permiaslon from the appropriate authority. V, USTf' 8 Access by emergency emar one vehicles shall be maintained at all times. EXHIBIT PAGE 3 =e\,t�lJ,to,:,,J/..S/_,7 p. r� If7t� 4� �I//{/7•f O• PERNUT 17232 ''°"" ��ExPIPES t/In/os Designed Checked . Drawn Pt•7r Rr+oN Checked As•pw�lt SNOHOMISH COUNTY COMMUNITY DEVELOPMENT DIVISION �n<el ct APPROVED FOR CONSTRUCTION 3 4 $n9nU111...11 COVufr By DErARTII EIIT Or.>unic WORKS UTAINIF.LIIATIO11 AIiu smi IIO .IPrrovrO FOR 111STn L1_"T[o11 for RANDOLPH R. SLEIGHT P.E. P.LS. R/w P,—;t 140. :n�,�2 /-,o 0 +-143 o� eEIlAeL wTlf , , •f. ill rrY •tnd i.lrlel• _.It t•lh K::rrwl..n Ith 31-cei.n 7 cc_= .1C r•n er:.11.e 1 116 scan.✓I I.-Ifteaon.`l e' • .' . I rIN..r1 do.• In.lo•l<M•trvCll a. a / tt•. y E• all OO rthin th•ate rd County rl:htbf-..r on-It\.w1Kt t •. e0. eel. , .ai,• N. __-___ (1 t0 Mo In•OKtlon CI ln. L•WrtY are ln•r,r he .N 911" ^ • •• - - , • . .. - , r•arthee tl.o, eel. t' .•='• • _ •...... al , ••e•tNr ltri /11CSJS4Tie1[t •re (N of ttilHate• •t 4fK0 H � ,•+,• ry ►r{r t•any ate rorY rortalnlnv t• rel.M.. the eonV•cer ' •':'• I •►wW rt to.a.tH •1• tYi O.lY••loot •aHl :ToCRY t\<Sl • V •wet{ to a y lh•N4.1 IntOKtr Ir lent He.Iw1Nt tl rleaet, ;,J• M tOw(t( an lP t.aloa ■-It. irr• l a t1/• 3• Ttr• tell \.to e••••la t( `•, IH.GM.1 YlH. SECTION arHaHH 1•r N.Hf. [U 1 •t 1:0.1]M■-]/09 la tcn.eul. •NKwrtw<tl en tM/rent•• eel. ' .• , �• .t• hold clrfwve Irwt•1 en.l. M,MIrr•✓N •••Out la• .non 0•. rr Kltt a I r r•MIrN rlr a••its•wr•..1. •t'MIN.wytT911ALKT7�TDJL •rH Ht.• Mdl b ••'•• uT.v, I t / N.anr•pti•• JLHeI.La { . two twrw •clew/•ill r.rtell.w aw,t/•1 fKLIItY ea•M.•f fool •1 rl[• art\/Lf• - . trrarvctN-tor to•nr fr Nlno r wtln•b•lent cl urino In ,y r'a•e" ! rlH lrN rtH c•a• (tHNI) 'I.to U rcrl•w<• rlM Mt NrFN X_ I, •✓a•$wr/eMtMwt•alee N tIr fwr : . I lev ILHM•) lu•t••) eNtVel /I In. ThN.IKI11 tIw w.t a. i.eMl K lrllr_Ina.1nN Ir• .w ti-Ja 1J[l7 nr. a1aSI le la)' fa LSO awt{I <w,otruLt/w W 1 WKNIIro I•=1 N W en.I.atntt., O r O a M att]7 IL 11•.lit.l)11•a0t]I [►n 113aJ: �1 IY`'-IN•` t It /e 17 t7f TIN Me17 11 1•• /N (I7 eJr [tH l71•a: 1 /r err.aril rNlen Me NHN• '11 )N.I l0 S. Ia1H• Ial,.rrl.• w.ew ell •taro e«rr Ito.one"�e ewr•t. • - •,I � 71t71 nw I]eJe 1 ��•D Ipl w.rrel nl reN MTn o-1I 1w tlwtr W 1✓0✓ t.be �r •' t1 Je.l Ill• lf•!•f l.I• e.H 11•Pl•N ter etc IIa]7 arc► W O YTI C-7.1,r Crrtg.tM waa ICIrl. CW to 0• V O r r rlil[IO.re a. rlra I •• oelr II•t tt1 Iltn a/ae. tor t e.Nra{t ...it.*r Natr.r •-".tool I,rwlr•,re .1.•• r MMTOIr27e-70.,wtnlaft eawl. Iraq,,,, - EMERGENCY OVERFLOW SPILLWAY _OIITFAU: r .f •1 Il��a+,•1 1 M.I rngOr ..to. - T foal£111 ere la• N.t.N H•r.r[oc [ ew<L!N<LLP[so S-ft Allt1':rl1P NIY Mae.t17ifJ oA�aOao•>:3eert - -.• ar.rrr , N.T... o.rlei tf r0:. 1•• r • It01• a • to►Hell£[ua •. all alto•noel H.IKN on e%M4..✓th.r II to tM wlnlon.1 Lam`n A.1 ~rtMej - 1 l.Itel).•ai••• I tI..COunar Engineer. th. H,•elwo/N•rt.tt.n In.wt.a/a1a<trv. - Ill 1 A11oWAE/1 Ptp1[7)re Sp.,ttiL,fKi,cr Gtfr rRlwr[feNl�3(At�ftO AIR. tnN It N.tl be wUra•d rdr« r.H W Mote fill.• In `w e�w tw .q.LMI•IIRT[. rcr•.wc•.Ito tNM✓I•Owl11c•t{ant. Iw•lILL It..on 1 41t• aec t••rtltf \.M. t\all .... at• a .N. 1rreN.rtn r Ire•swNr•r rKI. • • �1e�,l - C•rt•t•t•d e1t.lH. pit. IA I - N rH./rHeeH •/•a7tT0■lt1 H•a1rT to n 7. n,e Oref tit ow•31 be rt.<N gaud••w Mtn.It..of the•N•r KaSNT CONCRCTE OR. •� 9SK46S LINED 5111A1.E_ W a•.-✓Gn ,n tort.rl en . leH. wr.e�.••tn.Mr.ca..i..-. NOTES:• w Tell grrr Ike w, I f 7@ / _-- - M•an l anrwgnlr lw,wv rocs,M✓. ! ASDNAL7 CONCRETE Fai{�v�R.0•iCED M aLIIt[fI Z <N _tt e•ttM I✓•w• OUHtr r•Hn•l..•I U••IH✓1.en. "`��).75p _ --1 1r) i l!3 te.urtYl•/iH 1 ta.N t:e,•q•. •le.N en.V.Mn. n•Ur1.1• to<W Ut. in.tell war/lH I fML a�tllasA..rl fv.Ir.Air w rmTx rtrlr!Ia t0nrt w'L .f� DRIVE WA 1 1 - alto 0•p N•< ri[• rot✓N IMIOT•H. o..c, into n['r` �j:R..�-- --r A f•f 1111.. i1-`�1' ►Lr• Nt- Ot N•t•r 7L7e (loci N) py swell M or caw. •• tlHpl.N. 1 1��-' Ot I• ttr Ciro LLat0.1) C.1• - V I - 1 W tit. wN- :-07.:11 t1t.rarW f t C.1 a ay 7[[r{t•y r r0 M 00•L twA u"Mace 1r/GL WH Ian �EVATI�N t •1• 7a•-t0• ra.<a w e"S'root In e0Ka1H/o furl a'1 ter .l:•-27• 17e11 1• ala:7 1 Off.. 4 ]0•-N• 71a7v a 77asa 1• )' U 7x C. q1 eratN Ilntoe\ueen N•tnl •hall, 1" twrtNN•O.l •ilea R.cart•!•w r1•vA•or NwIRI twau N•a✓tonAM t0 Clint �� G� C1R0,66 LINED�WAI-F OLrT'FALI^-- - •rav •Salt .. •It]S a it Jr-rr tot.P e. noel Yale+ow.tlwra I.... •- ..o.wa...0 N WNW M Yr•..a "("-(PIGAL DRI�/L'WAY I E:5�5� 3L• IOt--I••• l0]+7l t• Iliil7 . 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Nn IM rar Nrrrt doll l"lan•U.l •1+•.Y•wa .N.1. r SEGTION,�� DicatL• SEIC�r1 H•� l.I.r4rr. NOTES: 's=o (,� a•dl•.nt r_..t EXHIBIT' � LTT. GURG •I.tWn Nllave 11 to.aM foil•1 nor.NrYIN.r ail wrtno Iwl•a.�erl<. i t. LCMITU MAL TRINCN-r AVIIALT CLAM I OVSRLAY. (i"r •G CAP I N.wn•rM w H....�«wr.1.I....N..r..a•w wn. .ra NrlMl»n l.'� 1 H[KC IHIILL / _.tte2 to.aM IMP a nw•Ytrpn•eNll N 1rovlrN.M1 a ar r rcl.I• w ,. - erbre. arl_n bp.l•It111 Ma N.Irw••.1. o.►•t e I.eM Flw:gilt• PAGE 1GE 4 f =+ 1.NI•TIaIE pAL1-Fll.j� � it.ill r••ele ail a •i Nftla..It-Nae w ante. TRawreef[Tatee11.r AI►11ALT CLAIM I OYIPLAT VIIM TON'MIL '-' MIamll OROpSom.IV SA.UMIT7. f[e 810-VM A. `.a G'PeRF PIPE-0,10 • ' ftxw�•curt/o130-. �lOr . --s eIrTNO PAVIKNEKT _ G�Ra PERMIT 17232 .. •. •••�; r... z�fyyelc./AnoN Ir .s o•osr£,y •Irr ' •. i .' '�I .•� t Drawn _^-f-R7oN • [ a LIIMOfROMAL TR[Nw1.r ACP CA r ACs I r Ate fa M0.saut. WE.LA- • •••, 1•/7r `p a.d rtJM/�C Cltect•d 1 '•t:':r':. :l' "-"A- m • ••• J.D�I ` l NI;p t1' TRAneraAN TIHICII•r ACP OA r AI:I•r ATI IM MC. ,r•ERlt. . ..Aperlft�al✓tl As-Dunn 1• : - TG1d L•.It7C5 ,'r • L'D}W ROGJL •••r�� •a wTIYf ILA NAL, fAM Aw MAvrL w 00"Fli �R OMP •1 f•1 HR 1 I DANNIT rtl ref M6 r-Ie I tr-•a , � � I�gP3tR*K .�a •n oaa': h N SNOHOMISH COUNTY •:•. I Ili'PERF PVG •� e!. O " I r :a IIAr tMl euT.W AIL IIAT f TAEII fOI11 t1t171 ...1,...' wvE71T•N4,Oo ® 'o •Ia IIt.eLo,C COuu'JNITY DE�ELOPLIENT DIv1510N snfat of ►, MAlan M.I I MAL WITH NOT AYKAIT Ctl4M. 4 L'} f fr7f .e» : a„ •� AV//loc i 'f/oe.L t` rr/u/fir oar p- -VED FOR CONSTRUC110N L nIrOAMY IHITOIATIOM rppll OP Tl roll OVIr.rR use fllAll - G•tb,wq�MT'OV•fvlJa•�L 1• • a • . ../f►/•� -- - 1 eq w Be ACCO./ltall0 IT Oaa10 CIRD box.AIR,m sign ralTla ._ �-Fr�LP' • ,.,.�'I::-;y;• •r{ly Yj•r�1L) •Cp,'�'1�'�jNr�� ✓ .e Zl�r(P EXPIRES 1 16/911 Cv 1 I's ^wiTlOwl •1, I IMOGQTt� -�Lr•i:•.'• for RANDOLP14 R. SLEIGHT P.E. P.L.S. I►. rATCN IIALI,N YAOMO ROLM rtuw TM l[r7M0 £PTeA •1 • •IOr 9 '•e- Job rAr[I•nT Ame WIALI fe rLACtl1 ru M01011"CO TM - 1-t • R/Yf Parmll No. q4_ 14 3 I w.eonuwA gr[wwATlOrra. r` 5E�1�OtJ • - UTILITY TRENCN Rl/TORATtoN ANO EACR►ILL: - T'R�NGH �;"--'`- ' %1097&3 G P __.._, _.�_.. --• - necrrw.aJl roI mrrm or eorlla 1.: •1 -.�-. l0•070 Site Plan N 0 100 200 Scale 1"= 100' {III •,.`�, r. '..o..:clan.r..j4 '' _- - a..�• n .OVA[\) el• b . 1'11/ •,5l..� _ rr 11 IT! a...r 1 .. .r .� c 14r li R B-2 Li e+,Jcrr •: �;� . oLTr:L,L _ > ' s ct.,ra ,ors• 1: B-1 �— a _--�� - _ LEGEND 1A ' F. / y NUMBER AND APPROXIMATE { LOCATION OF SOIL BORING %�- / • � T �� - _-_T.__I. ,—�—`w � -•... .�r 'rl•Wl.e —_'1`u , M--J—'R_�. 11H 7 ..[a-t Mlrt-1 ,l •S-Mr.-�� V. •_-. -_ .. --mac_-.__._. \, tit. �''Y � . • . NELSON-COWRETTE&ASSOCIATES, INC. Smokey Point Hotel FIGURE2 CONSULTING GEOTECHN16AL ENGINEERS,GEOLOGISTS Reference: Drawing created from a site plan provided by Gary Parkinson Architects, titled"Hotel and Office Complex for AND ENVIRONMENTAL SCIENTISTS FILE NO. 207097 DATE May 1997 Smokey Point Properties, Arlington, Washington", undated. DraNnV=70sp..cdr HW. GRP. 11 TYPICAL EXT. DR. FROM MECH. , ELECT. TO HAVE: 3ea. HINGES CB1900 4.5 X 4.5 NRP lea. LOCKSET ML2257 LWA C6 lea. CLOSER 7601 PA FCOV AL SN1 lea. STOP 442B lea. THRESHOLD 271A lea. SWEEP 345AV lea. GASKET S88D 08710 - 6 HW. GRP. /I TYP . PR. FR. LEASE ,BANQUET TO HAVE : 6ea. HINGES CB1900 4. 5 X 4 . 5 tea. EXIT DEVICES F6400 X ER08 2ea. CLOSERS 7601 PA FCOV SN1 2ea. STOPS 407 1/2 2ea. MEETING STILE 293 lea. GASKET S88D HW. GRP. /.3 TYP. STOR. ELEV. MACH,MECH. TO HAVE : 3ea. HINGES CB1900 4 . 5 X 4 . 5 lea. LOCKSET ML2257 LWA C6 lea . CLOSFR 7601 PA FCOV AL SN1 lea. STOP 407. 1/2 lea. GASKET S88D HW. GRP . I4 TYP . STAIR & LOBBY DR. TO HAVE : 3ea. ::TNGES CB1900 4 . 5 X 4 . 5 lea . EXIT DEVICE F6300 X ER08 lea. CLOSER 7601 PA FCOV AL SN1 lea. STOP 407 1/2 lea. GASKET S88D lea. KICKPLATE 10 X 2 LDW CAS HW. GRP. 15 TYP . CORR. PR. TO HAVE : 6ea. HINGES CB1900 4 . 5 X 4 . 5 2ea. EXIT DEVICES F6400 X ER08 2ea. CLOSERS 7601 PA FCOV AL SNl 2ea. MAG HOLDERS FM998 2ea. MEETING STILE 293 lea. GASKET S88D 2ea . KICKPLATES 10 X 2 LDW CAS HW. GRP . //- TYP. CORR. TOILET DR. TO HAVE: 3ea. HINGES CB1900 4 . 5 X 4 . 5 lea. LATCHSET ML2210 LWA lea . CLOSER 7601 PA FCOV AL SN1 lea. S"_'OP 407 1/2 lea . KICKPLATE 10 X 2 LDW CAS lea. GASKET S88D o4b710 7 4 HW. GRP . /] TYP. EXT . PR . TO HAVE : ITENGES CB1900 4. 5 X 4. 5 NRP yea. EXIT DEVICES 6400 X B202 2ea. CLOSERS 7601 PA FCOV AL SN1 2ea. STOPS 442B 2ea. MEETING STILE 293 lea. THRESHOLD 271A 2ea. SWEEPS 345AV lea. GASKET S88D HW. GRP. /S TYP. EXT. FR. SPRINL. ,MECH. TO HAVE : Sea. HINGES CB1900 4 . 5 X 4. 5 NRP lea. LOCKSET ML•2257 LWA C6 lea. STOP 442B lea. THRESHOLD 271A lea. SWEEP 345AV lea. GASKET S88D HW. GRP. 19 TYP. SGL. DR. FR. LEASE TO HAVE : Sea. HINGES CB1900 4 . 5 X 4 . 5 lea. EXIT DEVICE F6300 X ER08 lea. CLOSER 7601 PA FCOV AL SN1 lea. STOP 407 1/2 lea. KICKPLATE 10 X 2 LDW CAS lea. GASKET S88D HW. GRP. 0 EXT. PR. FR. AIR HANDLER TO HAVE: 6ea. HINGES CB1900 4 . 5 X 4. 5 NRP lea. LOCKSET ML2257 LWA C6 2ea. FLUSH BOLTS 458B lea. THRESHOLD 271A 2ea. SWEEPS -345AV lea. GASKET S88D lea. ASTRAGAL 357 o 6 Ica — 8 DIVISION 8 DOORS AND WINDOWS SECTION 08800 GLASS AND GLAZING PART GENERAL 1.01 General This section pertains to furnishing and installing all glazing in doors and windows. 1.02 Labels Original labels, showing manufacturer, quality and thickness, required on each piece of glass, except where cutting makes this impossible. Deliver other glazing materials in original labeled containers. 1.03 Sizes and Thickness Sizes of glass shown on drawings are nominal only; verify exact sizes during construction and from manufacturer of doors, sash and frames. Specified thickness are subject to normal commercial tolerances. 1.04 Glazing Schedule Glaze openings as noted, opening of; 0 - 60 united inches 1/8" float glass 60 - 90 united inches 3/16" float glass 90 - over united inches 1/4" float glass Doors and openings requiring safety glass glaze with 3/16" tempered minimum. All openings requiring wire glass shall be 1/4". PART 2 PRODUCTS 2.01 Window Units Manufacturer: American Saint Gobain; Libby-Owens-Ford;Pittsburg Plate Glass. Double Insulated 3/16" double strength glass, Clear on outer panel glass w/iinner panel clear double strength glass, "B" quality with minimum 1/4" air space between, or 3/4" overall glazing tempered as indicated on Drawings. Provide Low `e' glazing on south and west facing windows. PART 3 EXECUTION 3.01 Installation Conform to "Glazing Manual" of the Flat Glass Jobber's Association as Architect judges if applicable and as modified herein. 3.02 Cleanina Upon completion, clean excess putty, compound or sealant from glass or plastic and from surrounding surfaces. END OF SECTION 08800 - 1 4 F�� i.. � . r DIVISION 8 DOORS AND WINDOWS SECTION 08950 STOREFRONT SYSTEM PART1 GENERAL 1.01 General This section pertains to furnishing and installing aluminum storefront windows and doors. 1.02 Protection and Cleaning Protect Iii,islied surfaces at all timcs. Satisfactorily repair or remove and replace work that has been damaged. Prior to final acceptance, inspect all windows to see that all residue from glazing materials have been removed. Use no abrasive materials on aluminum work. 1.03 Submittals Contractor shall submit 4 copies of window sections and layout for approval. PART 2 PRODUCTS 2.01 Storefront Manufacturer: United States Aluminum Corporation Type: Doors - Entry door, series 350 medium style with V glazing. Finish: Dark Anodized Storefront: IS451 series system, V glazing TV-1/2" all vertical mullions, IS531 heavy duty, sill to have AF100 subsill Finish: Dark Anodized 2.02 Window Caulking Manufacturer: Research and Chemical Corporation Type: PRC Rubber Caulk, Polyurethane base, 6000 sealant. Manufacturer: Sika Corporation Type: Polyurethane base, Sikaflex-la. Color: To match window or adjacent surface. 2.03 Glazing Bead Stripping Use manufacturer's recommended EPDM elastomeric extrusions or vinyl with fiberglass reinforcement cord stripping bead around all snap-in aluminum glazing stops. 08950 - 1 PART 3 EXECUTION 3.01 Installation Windows Install windows as detailed or as indicated on the approved shop drawings. Provide all necessary operation equipment and glazing appurtenances. All windows must open and close easily and completely with operating equipment functioning properly at time of final acceptance. 3.02 Installation Doors Install doors in jambs and head properly reinforced to except closers on active leaf. END OF SECTION 08950 - 2 DIVISION 9 FINISHES SECTION 09250 GYPSUM DRYWALL PART1 GENERAL 1 .01 _ Description This section pertains to furnishing and installing drywall. 1.02 Delivery and Protection Deliver materials in original unbroken containers or bundles bearing name of manufacturer and brand. If possible, wallboard should be delivered to site not more than 24 hours in advance of application. Store wallboard inside, under cover, off ground and stacked flat. Protect from breakage and deformation. Exercise care not to overload the floor structure of the storage space. 1.03 Temperature and Ventilation When the outdoor temperature is below 55 degrees F., provide controlled heat in the range of 55 to 70 degrees F. This heat must be maintained both day and night, 24 hours where material is stored on site, during and after entire wallboard and joint treatment application and until permanent heating system is in operation or the building is occupied. PART 2 PRODUCTS 2.01 Gypsum Wallboard Fasteners and Trim Manufacturer: U.S. Gypsum, National Gypsum, Kaiser Gypsum, Gold Bond As specified: Gold Bond Wallboard for Ceilings: 5/8" thick, fire shield tapered edge Wallboard for Walls: 1/2" thick, wall board, tapered edge Metal trim: External Corner- 1" x 1-1/4" galy. steel Casing and Trim: No. 1200 casing bead, galv. steel 2.02 Exterior Gyppum Wall Sheathing Manufacturer: G-P Products As Specified: Dens-Glass Gold Fireguard 5/8" thick 2.03 Joint Treatment Materials Joint compound, joint tape, finishing and texturing compound and topping compound as manufactured or recommended by the Gypsum Wallboard manufacturer. 09250 - 1 PART 3 EXECUTION 3.01 Standard Specifications Conform to USA No. 07.1 - "Specifications for the Application and Finishing of Wallboard" and the recommendations of the approved manufacturer as supplemented or modified herein. 3.02 Application of Wallboard A. Position panels so that ends and edges occur over framing members, except when edges are at right angles to the framing members as in horizontal application or when the end joints are back-blocked. B. Use panels of maximum practical lengths to minimize end joints. When ends occur they must be staggered and located as far from the center of walls and ceilings as possible. Do not place a butt end next to a tapered edge. Arrange joints on opposite sides of a partition, so they occur on different studs. C. Cut panels accurately to fit around pipes and electrical fixtures. When horizontal construction is used on walls, apply top wall panel first, butted against ceiling. When vertical application is used, span sidewall from ceiling to floor with a single length of wallboard. Use vertical application where ceiling height is over 8'-0". D. Where openings occur, use panels of sufficient length to span wall areas, covering the openings. If joints occur near an opening, apply panels so vertical joints are centered, if possible, over door opening. Keep vertical joints at least 8" away from external corners of windows, doors, or similar openings except at interior or exterior angles within the room. E. Gypsum panels shall be attached to metal studs at 16" o.c. with gypsum board screws at 16" o.c. minimum. F. Gypsum panels shall be attached to wood studs with 6d nails spaced at 7" o.c., unless noted otherwise on the drawings. G. Reinforce internal corners; provide metal trim at external corners, at exposed edges of wallboard and where wallboard abuts dissimilar materials. H. Gypsum Wallboard used on ceilings or soffits, shall be supported at a spacing not to exceed 16" o.c. for 1/2-inch board and 24" o.c. for 5/8-inch board. Contractor shall provide furring to the satisfaction of Architect and wallboard supplier if trusses or joists do not provide this maximum spacing. 3.03 Application of Joint Treatment Walls and ceilings shall be smooth finish. Provide light texture spray in storage area. Check all nails or screws and drive home all that protrude, so as to leave a dimple in the surface paper. Pre-fill joints between panels with compound. Apply with 5" or 6"joint finishing knife. Wipe off excess compound beyond the groove. Allow pre-fill compound to harden. The pre-fill compound must be dry before proceeding with taping. 09250 - 2 Butter compound into joint channel with a broad finishing knife, filling channel fully and evenly. Center tape material and embed it into fresh joint compound with knife removing excess compound. Do not use topping or finishing compound for embedding tape. Immediately after embedding, apply a skim coat of joint compound. Apply first coat of joint compound ttib individual nail heads immediately prior to or after embedding tape. Allow to dry completely before proceeding. Apply second coat, feathered approximately two inches beyond edges of first coat. Spot fastener with a second coat application. Allow to dry completely before proceeding. Sand lightly. Apply a thin finishing coat to joints and fastener heads. Feather.joint edges at least two inches beyond second coat. Allow to dry completely and sand lightly. 3.04 When holes are created by removal of mechanical or electrical components or conduit, these shall receive a patch of material similar to surrounding surfaces. Apply spackle or wallboard tape and finishing compound to blend a smooth even surface. Sand lightly and feather all edges similar to taped joints. END OF SECTION 09250 - 3 DIVISION 9 FINISHES SECTION 09300 TILE PART 1 GENERAL 1.01 Description This section pertains to furnishing and installing ceramic tile, wainscot, with cove base. 1.02 Area to be Covered Where walls and floors are scheduled for ceramic tile, repair surface irregularities in best workmanship manner, install new tile on smooth prepared surfaces. 1.03 Samples Contractor to supply Architect with manufacturer's full line of color Chart samples for selection of final colors within 10 days of notice to proceed. 1.04 Scheduling Order time and special manufacturer required for these products require prompt ordering. Proof of material order will be required by Architect within 30 days of contract award. 1.05 Material List Submif complete and detailed list of materials proposed for use on this work. 1.06 Standards Tile Council of America, 1996 Handbook for Ceramic Tile Installation. PART 2 PRODUCTS 2.01 Ceramic Mosaic Tile Floor Manufacturer: "Quarry Tile Company" as distributed by Dal Tile Description: Natural Hue Collection, #60 Abrasion Level Size: 8 x 8 with 4 x 8 border Installation Procedure: Thin-set direct to concrete slab (TCAF102) Grout: Per manufacturer's recommendation 2.02 Ceramic Wall Tile Manufacturer: Americal Olean, Chart A-1 and Chart G-2. Description: Smooth surface bright glazed ceramic tile. Size: Interior tile body 4-1/4" x 4-1/4" major wall surface to be Redi-set. System 100. Trim: Bull Nose top of Wainscot and all exposed edges. Cove base bottom of walls. Installation Procedure: TCA W244 09300 - 1 Colors: Major wall surface/type A-1, color to be selected. Accent stripe/Type G-2 Crystalline Finish, color to be selected. Grout: Dow 784 silicone Rubber Grout. 2.03 Transition Metal Manufacturer: Schluter Color: By Architect To be used between carpet and tile areas 2.04 Trim Wainscot - All exposed edges bullnosed. Provide all required special shapes at corners, edges, etc. 2.05 Setting Materials A. Portland Cement: ASTM C-150 Type 1 B. Hydrated Lime: ASTM C-206 or C-207 Type S C. Sand: ASTM C-144 D. Water: Clean and drinkable E. Shrinkage Mesh: ASTM A82, A185, 2" x 2", 16/16 2.06 Backer Board - Substrate for all Wall Tile Manufacturer: Custom Building Products Product: Wonder Board - Glass Mesh Mortar Unit 7/16" thickness. PART 3 EXECUTION 3.01 Preparation for Installation Before starting work, prepare all surface smooth and dry. Align all joints plumb and true. Area of tile as indicated on interior elevations. Miter corner pieces, cut edges tight to millwork or plumbing accessories. 3.02 Application of Adhesive Cover surfaces evenly in accordance with the manufacturer's directions. Do not exceed maximum working area recommended. If adhesive dries or films over, remove and re-coat. Fill all joints with manufacturer's recommended joint filler (Hydroment or equal). Wipe off excess, leave even fill slightly concave bead on all joints. 3.03 Workmanship A. Supply first-class workmanship in all tile work. B. Proportion all mixes in accordance with latest ANSI Standard Specifications. C. Be sure all tile work is clean of grout film upon completion. END OF SECTION 09300 - 2 DIVISION 9 FINISHES SECTION 09500 SUSPENDED ACOUSTICAL CEILING PART1 GENERAL 1.01 Description A. Work Included All suspended acoustical ceilings required for the work as indicated on the drawings. 1. Suspended exposed "T" grid with 2x2 and 2x4 filler panels of acoustical ceiling boards, no fire rating. 1.02 Submittals A. Manufacturer's Certification Acoustical ceiling boards shall retain their dimensional stability for a period of not less than five years following installation. B. Contractor to submit manufacturer samples of ceiling tiles chosen for Architect's pattern selection. PART 2 PRODUCTS 2.01 Suspended Exposed "T" Grid System A. ::Manufacturer: U.S.G./Donn Heavy Duty Grid 1. Type: DX26 with 1-1/2"x4' cross "T" 2. All "T" grid system shall be installed on the axis indicated on Reflected Ceiling plan, white metal grid. B. Drop-in tile: Manufacturer: U.S.G. Celotex, Armstrong; Type: Mineral Fiber lay-in panels, Class "A" flame resistant. C. Panel Style and Location 1. Entry, Corridor, Office and Lobbys Manufacturer: U.S.G. Type: Factory applied vinyl latex paint on 24" x 24" x 3/4" or 24" x 48" x 3/4" wet-formed mineral fiber panel with wrapped shadowline edge 2x4 grid or 2x2 grid as indicated on lighting plan. Model: Natural Fissure#4722 PART 3 EXECUTION 3.01 Surface Conditions A. Inspection 1. Verify that suspended acoustical ceiling and exposed grid may be installed in accordance with the original design, all codes and regulations, and the approved shop drawings. 09500 - 1 3 02 Installation of Suspended Ceiling Grid A. General 1. Erect metal "T" members in the pattern shown on the Reflected Ceiling Plan, spacing members symmetrically about the centerline of areas in both directions. 2. Space No. 12 AWG hanger wires a maximum of four feet on centers along main runners. 3. Provide seismic bracing to the satisfaction of local building authorities on all suspended grids, refer details on plans. B. Tolerances Mahe all grid level with a tolerance of one in 500 and straight within a tolerance of one in 1000. 3.03 Installation of Acoustical Ceiling Boards Install all acoustical ceiling boards in the exposed "T" grid system so that lineation of facing is in one direction only, and to the approval of the Architect. 3.04 Cleaning Up Completely remove all finger prints and traces of soil from the surfaces of grid and acoustical ceiling boards, using only those cleaning materials specifically recommended for the purpose by the manufacturers of the materials cleaned. END OF SECTION 09500 - 2 DIVISION 9 FINISHES SECTION 09680 CARPETING PART GENERAL This section pertains to furnishing and installing carpet. 1.01 Areas to be Covered Cover floors of closets and alcoves, areas under wall hung cabinets and openings off scheduled spaces with same material, unless otherwise noted. 1.02 Layout Diagram Submit a plan showing the proposed seam layout and secure the Owner's approval before installing. 1.03 Protection Do not permit traffic on carpeting until protective measures have been taken. Remove temporary coverings on completion of project. 1.04 Guarantee Supplier shall provide standard 5 year limited replacement wear warranty, and 5 year limited replacement anti-static warranty. Warranty shall be written on manufacturer's standard form and submitted to Owner prior to final completion and acceptance of project. 1.05 Provide Carpet Overage Quantity includes an estimated 5% overage for maintenance excluding scraps created from installation. PART 2 PRODUCTS 2.01 Carpet Manufacturer: Atlas Carpet Mills Pattern: Exeter Place 26 Color: by owner from standard offering Gauge: 1/10 Face weight: 26 oz. Yarn type: Antron Legacy Install per manufacturers specifications and seal all seams. Direct glue carpet in all rooms not to receive carpet pad. 2.02 Carpet Pads Manufacturer: Fairmont Pattern: PL 3710 Type: Double stick Weight: 10 lb. Thickness: 3/8" 09680 - 1 2.02 Carpet Edge Guards Manufacturer: Roppe, Corp. Type: Extruded solid vinyl, Stock#81. Color: Will be standard run color to be selected later. 2.04 Rubber Cove Base Manufacturer: Rubber Cove Base as manufactured by Roppe, Corp. Type: Set on type, 1/8" gauge, 4" standard toe base Color: Will be standard run color to be selected later Adhesives: Provide manufacturers standard inside and outside corners. PART 3 EXECUTION 3.01 Installation A. Carpet installer must give references of at least three or more installations he has completed within the previous two years using the same type and style carpet specified herein. B. Carpet may not be installed until major construction, i.e., ceiling, gypsum board, painting, is completed. C. Must be by skilled craftsmen and in accordance with best trade practices. Recommended procedures of the carpet manufacturer must be closely followed. Carpet to be bonded at the seams and stretched. D. Use extruded vinyl extrusion or extruded edges abutting vinyl flooring and at all door openings, where floor material changes. E. Manufacturer's specifications and reports of tests for inhalation toxicity and flammability are required. F. Floor preparation for pad installation prior to laying carpet is a bidder responsibility. Specified pad is required under all carpet areas. G. Unsatisfactory installation resulting from work performed not in accordance with the manufacturer's recommendations or specifications may result in removal and relaying of carpet. Leave work clean and free from defects at time of final acceptance. H. Installation costs are to include finishing materials for wall base. END OF SECTION 09680 - 2 DIVISION 9 FINISHES SECTION 09800 SPECIAL COATINGS PART1 GENERAL 1.01 Description The work in this section includes installation of deck waterproofing, membranes and pedestrian traffic surfaces on outdoor patio decks and balcony's. 1.02 Substrate Apply material on cleaned concrete floor slabs only. 1.03 Submittals Prior to installation provide Architect with materials, methodology and shop drawing details of flashing, edges or hardware required for waterproof installation. 1.04 Warranties Provide manufacturer and installers warrant for product and performance for 2 years from installation date. PART 2 PRODUCTS 2.01 Products A. Waterproofing: Manufacturer: Dex-O-Tex Product: Dex-O-Tex Membrane Waterproofing Use: For use underneath Dex-O-Tex finished floors or, other types of floor finishes such as ceramic tile. Thickness: Approximately 1/16" B. Deck Membrane Manufacturer: Dex-O-Tex Product: Elastatex 500 Weatherwear/Promenade Roof Deck Surfacing Use: Roof deck covering is a multi-layered troweled application. It is designed for use as a waterproof roof surface on sun decks, observation decks, subject to normal foot traffic, roof furniture. Thickness: Approximately 1/4" 09800 - 1 PART 3 EXECUTION 3.01 Installation A. Waterproofing 1. Prepare surfaces by removal of laitance, grease, foreign matter- consult Crossfield products Corp. for wood surface preparation. 2. Apply initial troweled adhesion-waterproofing coating to floor and wall base surface. 3. Embed reinforcing fabric into adhesion-waterproofing coating. 4. Trowel or brush apply additional waterproofing coating as necessary to fill voids or pinholes. B. Deck Membrane 1. Over dry, suitably pitched sub-surfaces apply Dex-O-Tex Slop-Sheet. coat to of Slip-Sheet with Dex-O-Tex bonding coat. 2. Apply elastomeric rubber composition membrane with fabric reinforcement. 3. Apply Dex-O-Tex integral flashing of similar construction to above. 4. Apply two trowel coats of liquid rubber and aggregate composition traffic surfacing over entire deck. Sand to remove trowel ridges. 5. Apply two grout smoothing coats of rubber-cement composition to smooth surface. 6. Roller apply two coats of surface dressing to achieve uniform surface. END OF SECTION 09800 - 2 DIVISION 9 FINISHES SECTION 09900 PAINTING PART1 GENERAL 1.01 General Work in this section pertains to all painting and staining. 1.02 Labels Deliver materials in original labeled containers. 1.03 Weather Conditions Do no outside work during damp weather, when temperature is below 50 degrees F., or until surfaces have thoroughly dried from effects of such weather. Maintain proper temperatures and adequate ventilation for inside work. 1.04 Protection Provide drop cloths, barricades, or other forms of protection necessary to safeguard work of other trades, and as required to preserve painted work free frroin damages of every nature. 1.05 Material List Submit complete and detailed list of materials proposed for use on this work. Substitution of paint manufacturer shall require approval prior to bidding and Contractor shall be required to furnish Architect with manufacturer's complete color selection catalogs, and specification cross reference data sheets. 1.06 Colors As selected by the Architect. Allow ample time for selection. Do no work until colors are approved. PART 2 PRODUCTS, SCHEDULE OF FINISHES 2.01 Stain, Definition The word "Stain" appearing in the Schedule of Finishes means a transparent, penetrating stain for exterior work. This may be a stain such as Glidden, Exterior Spread Oil Stain, Aqua-Stain, P&L Rustic Creosote Stain, Cuprinol Semi-Transparent Stain and Wood Preservative, Olympic Pure Linseed Oil Penetrating Stain or Forest Products Laboratory Penta Stain. For interior work this may be such a stain as P & L Tonetic Wood Stain, C & C Grain-Tone Stain or such similar stains as the Architect may select. As Specified: Sherwin Williams 2.02 Shop Coats Work scheduled in this section is in addition to shop coats which may be specified in other sections. 09900 - 1 2.03 _ Products Manufacturer (Prior Approval): Benjamin-Moore, Cowman-Campbell, Glidden, Parker, Pittsburg, Pratt &Lambert, Preservative. As specified: Sherwin Williams, Sonneborn, Dex-o-Tex 1. Interior Primer-Sealer-Pro Mar 200 Latex Wall Primer, B28W200 TT-P659C 2. Interior Latex Enamel -Pro Mar 200 Latex Eg-Shel, B20 TT-P1511A 3. Metal Primer -Kern Kiuuiik Metal Primer B50 series 4. Galvanized Metal Primer- Galvite Primer B50W3 5. Metal Finish Interior-Industrial Enamel B54 series 6. Metal Finish Exterior- Industrial Enamel B54 series 7. Interior Wood Sealer-Pro Mar Varnish Sanding Sealei B26V3 8. Interior Wood Stain- Sherwin Williams Oil Stain A48 series 9. Interior Wood Finish- Sherwin Williams Oil Based Varnish A66 series. 10. Interior concrete Finish-Pro mar 200 Latex Eg-Shel 11. Interior Concret Primer-Pro mar 200 Latex Wall Primer 12. Interior Concrete Floor-Dayton Superior J-21 Acrylic Sealer 2.04 Schedule of Finishes -Interior 1. Gypsum Wallboard One coat primer sealer Two coats eggshell enamel Paint Stripes - Two coats enamel 2. Hardwood Doors One coat interior stain, wiped One coat transparent sealer One coat varnish, velvet 3. Hardwood Millwork One coat interior stain, wiped One coat transparent sealer One coat varnish 4. Softwood Millwork, Windows, Misc. Interior Trim One coat interior stain, wiped or brushed One coat varnish, velvet 5. Interior Exposed Metal, Doors, Frames, Counter Doors, Louvres, etc. One coat metal primer Two coats enamel 6. Exposed Concrete Walls, Stairwells, etc. One coat primer Two coats finish latex 2.05 Schedule of Finishes-Exterior 1. Exposed Metal, Louvers, Grills, Flashing One coat factory primer One coat metal primer One coat enamel 09900 - 2 2. Exposed Concrete Floor Pressure wash Three coats acrylic clear sealer PART 3 EXECUTION 3.01 Inspection Inspect all surfaces to receive finish. Report to the General Contractor and the Architect any defects that will be apparent in the finish coat, the repair of which will be by others. Should the painting subcontractor apply the last finish coat, without notification of defects that exist at the time of this application, he must then repair and refinish the surfaces at his expense. 3.02 Preparation of Surfaces Properly prepare all surfaces to receive the finishes specified or designated in Schedule of Finishes. Finish Woodwork: Sand as required for first-class finishes. Fill open joints, cracks, nail holes, etc., flush and smooth using plastic wood or putty. Seal knots and permissible pitch pockets prior to further application of material. Woodwork scheduled for natural finish must be free of all surface defects. Zinc Alloy and/or Zinc Coated (galvanized) Metalwork: Clean with solvent or use commercial pre- treatment solution as required by manufacturer's instructions. Shop-coated Metal Work: Thoroughly clean off all oil, grease, dirt and foreign matter. Spot prime field connections, welds, soldered joints, and burned and abraded portions. Uncoated Ferrous Metal Work: Clean metal surfaces not provided with a shop primer, coat of rust, mill scale, oil, grease, and or other foreign matter. Concrete Block, Concrete Surface: Surfaces to be finished must be clean and free of dirt, dust, oils or any contamination that would adversely affect adhesion, protective properties or appearance of the coating. Gypsum Drywall Surfaces: Sand all taped and cemented joints to a feather edge. Clean surfaces of all dust, dirt, grease, oil or other foreign matter. Back Priming: Seal all surfaces of wall paneling, millwork and applied trim with one coat of clear sealer. Allow to dry before handling. END OF SECTION 09900 - 3 t . L 't DIVISION 9 FINISHES SECTION 09950 WALLCOVERINGS PART1 GENERAL 1.01 Description This section pertains to the installation of wallcovering, including the following: Vinyl-coated fabric wallcovering, including tackwalls. Fiberglass Reinforced Plastic Panels (Splash Guards). 1.02 Submittals Product data for each type of wallcovering material specified. Include technical information, installation instructions for each type of substrate and maintenance instructions. Include data on physical characteristics, durability, fade resistance and flame resistance characteristics. Include manufacturer's recommendations for maximum permissible moisture content of substrates. Shop drawings showing location and extent of each wallcovering type specified; including indication of termination points. Show installation detailing and elevations at nonstandard conditions. Samples for initial color selection in the form of manufacturer's standard samples showing full range of colors, textures and patterns available for each wallcovering type specified. Samples for verification purposes of each type of wallcovering indicated and for each color, texture and pattern selected for installation. Prepare samples from the same materials to be used on the project. Include the following: Full width sample of each wallcovering required, not less than 36 inches long, showing complete pattern. 12 inch long sample of each molding accessory. Product certificates signed by manufacturers of wallcoverings certifying that materials furnished comply with specified requirements. Include certified test reports evidencing compliance with requirements for fire performance characteristics and physical properties indicated. 09950 - 1 1.03 Quality Assurance Physical Properties: Vinyl Wallcoverings: Provide vinyl wallcoverings with the following physical properties: Adhesion of Vinyl Film: For Types II and III wallcoverings, minimum 3 lbs. Per sq. in. when tested in accordance with ASTM D 751. Fire Performance Characteristics: Provide wallcovering materials that have been tested and bear the UL label and marking, indicating the following fire performance characteristics: Surface Burning Characteristics: As follows, tested in accordance with ASTM E 84. Flame spread: Not more than 25. Smoke developed: Not more than 200. 1.04 Deliver Storage and Handling Deliver materials to project site in original factory packages or containers, clearly labeled to identify manufacturer, brand name, lot number, quality or grade, and fire hazard classification. 1.05 Protect Conditions Maintain a constant minimum temperature of 60 deg F (16 deg C) in installation areas for a least 10 days before and 10 days after application of materials. 1.06 Sequencing and Scheduling Schedule installation with other construction activities to minimize the possibility of damage and soiling during the remainder of the construction period. PART 2 PRODUCTS 2.01 Manufacturers Available Manufacturers: Subject to compliance with requirements, manufacturers offering products which may be incorporated into the work include, but are not limited to the following: Vinyl Wallcovering: Columbus Coated Fabrics: Div Bordon, Inc. Guard Wallcoverings. B.F. Goodrich, Koroseal Reed Wallcoverings B oyd's Fiberglass Reinforced Plastic Panels: Sequentia, Inc. or Approved Equal 09950 - 2 2.02 Vinyl Wallcovering General: Provide integrally pigmented, opaque virgin vinyl calendared film vinyl wallcov�.ring material treated with mildew and antimicrobial additives and laminated to suitable backing. Comply with FS CCC-W-408A for types required. Type II: Medium duty; total weight 13 ounces per square yard minimum; vinyl coating 7 ounces per square yard minimum. Backing material: Drill Width of goods: 54 inches. Color, Pattern and Texture: Match Architect's sample for control of color, pattern and texture. Provide vinyl wallcovering — Boyd's Guardsman Timpanogas or Koroseal Drug or Grande. 2.03 Fiberglass Reinforced Panel Prefinished fiberglass reinforced panel with a Class `A' rating. Provide metal joints and edges. Thickness shall be no less than .09". 2.04 Accessory Items Adhesive: Provide manufacturer's recommended adhesive, primer, and sealer, produced expressly for use with selected wallcovering on substrate as shown on drawings. Provide materials which are mildew-resistant and nonstaining to wallcovering. Moldings: Provide molding manufactured expressly for use with wallcoverings. All exposed panel `edges shall be finished with appropriate one-piece or two-piece non-staining vinyl extruded moldings. Adhesive for molding: Provide contact adhesive recommended by molding manufacturer. Fasteners: Non-corroding mechanical. Truss head nylon drive rivets or stainless steel screws. Fastener holes must be pre-drilled slightly over size. PART 3 EXECUTION 3.01 Examination Examine the substrates scheduled to receive wallcoverings for compliance with requirements and conditions affecting performance of wallcovering work. Make certain that wall surfaces are free from defects and imperfections that could show through the finished surface. Do not install wall coverings over oil-based wood stains or felt-tip pen markings. Check painted surfaces for possibility of pigment bleed-through. Do not proceed until unsatisfactory conditions have been corrected. 09950 - 3 3 02 Preparation Prime and seal substrates in accordance with the wallcovering manufacturer's recommendations for type of substrate. Apply a surface sealer to gypsum drywall which will permit subsequent removal of wallcovering without damage to paper facing. 3.03 Installation Verify that colors and patterns of wall coverings are those specified before beginning installation. Vinyl Wallcoverings: Place panels consecutively in the order cut from rolls, including filling spaces above or below openings. Hang by reversing alternate strips except on match patterns. Apply adhesive to the back of the wall covering and place in accordance with the manufacturer's instructions. Seams: Install seams plumb, and at least 6 inches away from corners. Horizontal seams will not be permitted. Overlap seams and double-cut to assure tight closure. Roll, brush or use a broad knife to remove air bubbles, wrinkles, blisters, and other defects. Cut wall covering evenly to the edges of wall penetrations. Trim salvages as required to assure color uniformity and pattern match. Fiberglass Reinforced Plastic Panels: Verify that colors and patterns of wall coverings are those specified before beginning installation. Apply adhesive to the back of the wall covering and place in accordance with the manufacturer's instructions. ► Expansion: Leave not less than '/4" gap at ceiling and floor, 1/8" gap between wall panels for normal expansion and contraction. Allow not less than 1/8" gap around pipes, electrical fittings and other projections. Fill gaps with flexible, silicone based caulking to complete moisture seal. Fastener positioning: Install fasteners no farther than 8" apart around outside edges and 12" apart on intermediate 16" centers. Outside fasteners should be approximately 1" from panel edge. Sealing and Caulking: Caulk all corner seams, ceiling and base junctures, and fastener holes. 3.04 Cleaning Vinyl wallcovering: Remove excess adhesive along finished seams and perimeter edges while still wet using warm water and a clean sponge; wipe dry. Remove surplus materials, rubbish, and debris resulting from wall covering installation upon completion of work, and leave areas of installation in neat, clean condition. 3.05 Protection Provide protective methods and materials needed to ensure that wallcoverings will be without deterioration or damage at time of substantial completion. END OF SECTION 09950 - 4 DIVISION 10 SPECIALTIES SECTION 10650 OPERABLE PARTITIONS PART GENERAL 1.01 General This section pertains to furnishing and installing accordion doors and an operable partition. PART 2 PRODUCTS 2.01 Accordion Door Manufacturer: Hufcor, Inc.titions, Inc. Model: 4000 - STC Rating 40 Finish: Factor applied reinforced. Type: Partition shall consist of two laminated covers assembled to galvanized steel pantographs. Vertical steel channel posts shall support pantographs at each end. Covers to be semi-rigid 5-ply laminated construction to provide wrinkle-free impact resistant surfaces. Suspension System: Partition to be suppported by one adjustable 4-wheel nylon-tired steel ball bearing carrier at lead post. Intermediate carriers to be 2-wheel nylon-tired steel ball bearing carriers spaced 18" on center. Color: To be selected by Architect from manufacturer's standard color selector. 2.02 Operable Partition Manufacturer: Hufcor, Inc. Model: Path Finder 5900M Continuously hinged manual operation, retractable floor seals automatically set when panels are positioned in the opening. Type: Panel Construction shall be nominally 3" thick. a. Faces shall be of Class 'A' rated material b. Frames shall be of painted steel c. Vertical edges of panels will be protected with full- height trim. d. Hinges shall be recessed and project no more than 1/4" from face. Seals - Vertical Sound Seals; Top Seals;Floor Seals Suspension System: 5900 &M- one 8-wheeled carrier assembly on each panel. Finish: Standard face finish shall be factory applied rinforced vinyl fabric with woven backing. Color: To be selected by Architect from manufacturer's standard color selectors. PART 3 EXECUTION 3.01 Installation All in accordance with manufacturer's instructions and recommendations except as indicated. Do not permit use of specialties until work has been approved. END OF SECTION 10650 - 1 �.. ... i DIVISION 10 SPECIALTIES SECTION 10800 TOILET ACCESSORIES PART1 GENERAL 1.01 General This section pertains to furnishing and installing toilet accessories. PART 2 PRODUCTS 2.01 Partition Manufacturer: Columbia Partitions by Partition Systems, Inc. Type: Columbia High Pressure Laminate Toilet Compartments, Overhead Braced. Hardware: Stainless Steel - Hinges 14 gauge stainless steel, fully adjustable with ball bearing, gravity type self closing action. All fasteners, brackets, hinges, etc., shall be thru bolted. 2.02 Miscellaneous Hardware Manufacturer: (Prior Approval) ASI, Bradley, Parker, Miami-Corey, Bobrick, Ketchum, Hall- Mack. As specified: Bradley 1. Toilet paper holder, Bradex#5402 Double roll, surface mounted 2. Horizontal grab bars, 1-1/2" Dia. Bradex Models 8120-0013600 and 8120- 0014200 (two required, one 36" & one 42" per handicap stall). 3. Mirrors, with stainless steel edge. 4. Paper Towel Dispenser, Waste receptacle, Bradex Model 237-65 (recessed) stainless steel. 5. Seat Cover Dispenser, Bradex Model#583, surface mounted, stainless steel. 6. Soap Dispenser, Bradex Model#6562 (vertical). PART 3 EXECUTION 3.01 Block Outs and Solid Wood Blocking Contractor shall verify position and size of all specialties prior to gypsum wallboard installation. Provide solid 2X blocking for all screw or bracket mounting points. 3.02 Installation All in accordance with manufacturer's instructions and recommendations except as indicated. Do not cover specialty items until installation has been approved. Do not pernut use of specialties until work has been approved. END OF SECTION 10800 - 1 '. i e e DIVISION 12 FURNISHINGS SECTION 12200 BLINDS AND SHADES PART GENERAL 1.01 General This section pertains to furnishing and installing blinds and accessories at all windows. 1.02 Submittals Contractor shall submit manufacturer's color and style samples to Architect for approval and color selection. Contractor shall allow enough lead time to insure product selected can be delivered to job site for installation. Contractor shall submit manufacturer's specifications and installation drawings to the Architect for approval prior to starting with actual installation. 1.03 Measurements Verify all dimensions by taking field measurements; proper fit and attachments of all parts is required. 1.04 Coordination Coordinate with all other trades whose work relates to blinds and shades for placing all required blocking, subframing, backing, furring, etc., to insure proper locations. 1.05 Inspection Inspect conditions prior to installation and notify general contractor in writing of any conditions which would prevent satisfactory installation. Failure to do so contractor will be held responsible for any corrections required. 1.06 Delivery and Storage Deliver and store materials in dry, protected area. Keep free of corrosion or other damage. Replace any damaged material or parts at no cost to owner. PART 2 PRODUCTS 2.01 Vertical Window Coverin-gs Manufacturer: Hunter Douglas Type: Vertical, Vinyl 3-1/2" Style: Sophisticated Vinyl Colors:To be selected from manuf standard colors by Architect. 2.02 Accessories Furnish all accessories as necessary for a complete and professional installation. 12200 - 1 PART 3 EXECUTION 3.01 Installation Install all work plumb, and true. Provide anchors, fasteners and any other supporting items necessary to support work. Installation to be in accordance with manufacturer's instructions and recommendations. Do not permit use of furnishings until work has been approved. END OF SECTION 12200- 2 DIVISION 12 FURNISHINGS SECTION 12670 RECESSED CARPET ENTRY MATS PART1 GENERAL This section pertains to furnishing and installing recessed carpet entry mats. 1.01 Areas to be Covered Cover floors of closets and alcoves, areas under wall hung cabinets and openings off scheduled spaces with same material, unless otherwise noted. 1.02 Layout Diagram Submit a plan showing the proposed seam layout and secure the Owner's approval before installing. 1.03 Protection Do not permit traffic on carpeting until protective measures have been taken. Remove temporary coverings on completion of project. 1.04 Guarantee Supplier shall provide standard 5 year limited replacement wear warranty, and 5 year limited replacement anti-static warranty. Warranty shall be written on manufacturer's standard form and subrritted to Owner prior to final completion and acceptance of project. 1.05 Provide Carpet Overage Quantity includes an estimated 5% overage for maintenance excluding scraps created from installation. PART 2 PRODUCTS 2.01 Recessed Entry Carpet Mat Manufacturer: Flexco Type: Flex-Tuft, extra heavy duty commercial flooring Color: Selected from manufacturer's standard samples. Backing: Heavy jutt woven backing for lay in recessed application 2.02 Walk-off Carpet Supplier: Pacific Mat Company, Kent, WA Pattern: Endurance Color: Standard selection Direct glue or recess 12670 - 1 PART 3 EXECUTION 3,01 Installation A. Carpet installer must give references of at least three or more installations he has completed within the previous two years using the same type and style carpet specified herein. B. Carpet may not be installed until major construction, i.e., ceiling, gypsum board, painting, is completed. C. Must be by skilled craftsmen and in accordance with best trade practices. Recommended procedures of the carpet manufacturer must be closely followed. Carpet to be bonded at the seams and stretched. D. Use extruded vinyl extrusion or extruded edges abutting vinyl flooring and at all door openings, where floor material changes. E. Manufacturer's specifications and reports of tests for inhalation toxicity and flammability are required. F. Floor preparation for pad installation prior to laying carpet is a bidder responsibility. Specified pad is required under all carpet areas. G. Unsatisfactory installation resulting from work performed not in accordance with the manufacturer's recommendations or specifications may result in removal and relaying of carpet. Leave work clean and free from defects at time of final acceptance. H. Installation costs are to include finishing materials for wall base. END OF SECTION 12670 - 2 DIVISION 14 CONVEYING SYSTEMS SECTION 14200 ELEVATORS PART GENERAL 1.01 Description This section is intended to cover the complete furnishing and installing of Hydraulic Passenger Elevators except as specified under"Work Not Included". 1.02 Drawings The Elevator Contractor shall, after structural and architectural drawings are furnished, prepare drawings showing the general arrangement and loads of the elevator equipment. These drawings shall be approved and the hoistway size guaranteed before proceeding with fabrication and installation of the elevators. 1.03 Liability The Elevator Contractor shall not be liable for any loss, damage, or delay caused by acts of government, strikes, lockouts, fire, explosions, theft, floods, riot, civil commotion, war, malicious mischief, acts of God, or any cause beyond his reasonable control and in no event shall he be liable for consequential damages. 1.04 = Maintenance Service Furnish standard maintenance and call-back service for a period of 90 days on each elevator after it is completed and placed in operation. This service shall consist of periodic examinations of the equipment, adjustments, lubrication, cleaning, supplies and parts to keep the equipment in proper operation, except such adjustments, parts or repairs made necessary by abuse, misuse or any other causes beyond our control. All work will be done by trained employees during regular working hours of the trade. 1.05 Limited Warranty The elevator supplier shall warrant the equipment installed by us under this contract against defects in materials and workmanship for a period of one year from the date each elevator is completed and placed in operation. 1.06 Work Not Included To complete this installation, the following items must be performed or furnished by the Owner or General Contractor or their agent in accordance with governing codes. The price and installation schedule of the elevator contractor is based on the job site conditions prevailing at the beginning and during installation of the elevator equipment and includes the following: 14200-1 1. A properly framed and enclosed legal hoistway, including venting as required by the governing code or authority, ready for uninterrupted use by the elevator contractor at an agreed upon date. 2. All electric power for light, tools, hoists, welding, etc., during erection, to be available at an agreed upon date. 3. Suitable machine room with legal access and ventilation with concrete floor. Temperature in machine room to be maintained between 60OF and 100°F. Ventilation to suit elevator contractor's heat release requirements. 4. Temporary hoisting beam for a maximum net live load of 5000 lbs. Must be removed before car is placed in operation. 5. Adequate rail bracket supports, bracket spacing as required by governing code, from pit floor to underside of overhead slab. Separator beams where required. 6. Well hole and casing, if required, of proper size and depth as directed by Otis Elevator. Furnish and locate by General Contractor. 7. Dry pit reinforced to sustain normal vertical forces from rails and impact loads from buffer and cylinder. 8. Where access to a pit is by means of the lowest hoistway entrance, a vertical iron ladder extending 42" minimum above sill or access door. 9. Vertical surfaces of entrance sill supports must be plumb, one above the other, and square with the hoistway. Finished floor and grout, if required, between jambs frames to sill line. 10. Hoistway walls are to be designed and constructed in accordance with the required fire rating including where penetrated by elevator fixture boxes and to include adequate fastening to hoistway entrance assemblies. 11. All cutting, including cutouts to accommodate hall signal fixtures, patching, and painting of walls, floors, or partitions together with finish painting of entrance doors and frames if required. 12. A three (3) phase, three (3) wire fused disconnect switch with an equipment grounding conductor terminating in the machine room, per national electric code, with feeder or branch wiring to elevator controller(s). Size of the feeders and grounding conductor to suit elevator power characteristics. 13. Any conduit and pull wires between machine room and any point outside the machine room or hoistway or between machine rooms. PART 2 PRODUCTS 2.01 Materials Furnish and Install: (1)Hotel/(1) Office One Otis LVM 2500 Hydraulic Passenger Elevator Machine: Oil Hydraulic Car Duty: 2500 lb. @ 125 fpm Operation: Simplex Collective Control: Microprocessor Motor Horsepower: 30 HP Rise: 3310" Number of Stops: 4 Number of Openings: 4 at Front, 0 at Rear Maintenance: 3 Months Power Supply: 208 Volts, 3 Phase, 80 Hertz Lighting Supply: 120 Volts, 1 Phase, 60 Hertz 14200-2 Machine Room: Located adjacent at lowest landing Car Enclosure: Otis Series 1 Standard Design Plastic Laminate Wall Panels Satin Stainless Return Panel Satin Stainless Car Door DC-22E Drop Ceiling Clear Car Inside: 5'8" Wide x 4'11" Deep Handrails: 1 1/4" Satin Stainless Steel Required Hoistway Size: 8'6" Wide x 5'9" Deep Height Under Car Top: 8`0" Height Under Suspended Ceiling: Approximately 77' Types of Doors for Car and Hoistway Entrances: Side Opening Hoistway Entrances and Car Opening Size: 3'0" Wide x 7'0" High Hoistway Entrance Finish: White Prime Car Operating Panel(s): One (1) at Front Signals: Illuminated car and hall buttons Car position indicator Car direction indicator Traveling lantern with group Standard Features: Zone 3 Seismic provisions Special Emergency Service Phase 1 & 2 Lambda II Advanced Entrance Protection Telephone cabinet with ADA phone Intercom from car to lobby Hoistway Access Device as required UL labeled doors and entrances Handicap markings Additional Features: Wye-Delta starting Tank heater Fan 2.01 Interior Finishes and Accessories Elevator contractor to coordinate with Owner. 2.02 Permits and Inspection The elevator contractor shall obtain and pay for any necessary State Inspection and Permit as required by the elevator inspection authority, and make such tests as are called for by the regulations of such authorities. these tests shall be made in the presence of the authorized representatives of such authorities, and/or the Architect and Owner. Inspection and tests required by the above inspection authority shall be made by the Architect and/or owner. 2.03 Power Unit Oil Pumping and Control Mechanism shall be compactly and neatly designed with all of the components listed below combined in a self-contained unit; oil reservoir with tank cover and controller compartment with cover; a submerged oil-hydraulic pump; an electric motor; an oil control unit with the following components built into a single housing; a high pressure relief valve; a check valve; an automatic unloading up start valve; a lowering and leveling valve; and a magnetic controller. 14200-3 The pump shall be especially designed and manufactured for oil-hydraulic elevator service. It shall be of the positive displacement type, inherently designed for steady discharge with minimum pulsations to give smooth and quiet operation. Output of pump shall not vary more than 10% between no load and full load on the elevator car. Drive shall be by direct coupling. Motor shall be especially designed for oil-hydraulic elevator service, of standard manufacture, and of duty rating to comply with herein specified speeds and loads. Oil Control Unit shall consist of the following components, all built into a single housing. Welded manifolds with separate valves to accomplish each function will not be acceptable under this specification. All adjustments shall be accessible and shall be made without removing the assembly from the oil line: Relief Valve shall be externally adjustable, and shall be capable of bypassing the total oil flow without increasing back pressure more than 50% above working pressure. Up Start and Stop Valve shall be externally adjustable, and designed to bypass oil flow during start and stop of motor purnp assembly. Valve shall close slowly, gradually diverting oil to or from the Jack Unit, insuring smooth up starts and up stops. Check Valve shall be designed to close quietly without permitting any perceptible reverse flow. Lowering Valve and Leveling Valve shall be externally adjustable for drop-away speed, lowering speed, leveling speed and stopping speed to insure smooth "Down" starts and stops. The leveling valve shall be designed to level the car to the floor in the direction the car is traveling when slowdown is initiated. Power controller shall contain all necessary electrical contractors, electro mechanical switches and thermal overload relays. All components shall be mounted in a NEMA 1 enclosure. Logic control system shall be microprocessor based, integrated solid state circuitry or electro mechanical. If microprocessor based system is used it must be protected from environmental extremes and excessive vibrations. 2.04 Dour Operation A direct current motor driven heavy duty operator shall be furnished and installed, designed to operate the car and hoistway doors simultaneously. Door movements shall be electrically cushioned at both limits of travel and the door operating mechanism shall be arranged for manual operation in event of power failure. the leading edge of the car door shall be provided with a retractable reversal edge arranged to automatically return car and hoistway doors to the open position in event the doors are obstructed during closing cycle. Doors will then resume closing cycle. Doors shall automatically open when the car arrives at the landing and shall automatically close after an adjustable time interval or when the car is dispatched to another landing. Direct drive geared operators, A.C. controlled units with oil checks, or other deviations from the above are not acceptable. 2.05 Interlocks Each hoistway entrance shall be equipped with an approved type interlock tested as required by Code. The interlock shall be designed to prevent operation of the car away from the landing until the doors are locked in the closed position as defined by Code and shall prevent opening the doors at any landing 14200-4 from the corridor side unless the car is at rest at the landing or is in the leveling zone and stopping at that landing. Interlocks shall bear Underwriters' Laboratories`B" label of approval. PART 3 EXECUTION 3.01 Code All work shall be performed in accordance with the latest revised edition (as of the date bids are taken) of the Safety Code for Elevators and Escalators (ANSI/ASME A17.1), the National Electrical Code, and /or such State and Local elevator codes as may be applicable. Should, subsequent to the date bids are taken, changes be made in any code or should rulings by any code enforcing authorities extend the application of the code, the Elevator Contractor shall be paid, as an addition to the contract price, for the work and materials necessary to make the installation comply with such changes. END OF SECTION 14200-5 ► _ �.. 3 1 � . 1 t� i DIVISION 15 MECHANICAL SECTION 15010 HEATING, VENTILATING, AIR CONDITIONING PART GENERAL 1.01 General Requirements and Conditions: Provisions of the Bidding Requirements and Conditions of the Contract, Division 1, and this Section apply to all sections of this Division. Submission of a bid constitutes acceptance of Drawings and Specifications in compliance with applicable standards and codes. Contractor shall field verify all dimensions prior to submitting Shop Drawings and installation of Equipment. 1.02 Scope 1. This division of the Specifications shall include complete Design-Build Mechanical systems as set forth in these Specifications. The intent of the contract documents shall be to meet the owner's objectives for this project including but not limited to his installation needs, construction budget, operating budget, quality requirements, needs, etc. 2. The Mechanical Contractor shall provide the design the mechanical system for the new addition to meet the heating and cooling needs. The design shall be complete in all regards including compliance with all required codes including those listed below. The heating/cooling loads shall be as presented by ASHRAE and shall include a 25% safety factor for all new equipment. Ductwork shall be sized per SMACNA standards. The installation shall be complete including but not limited to equipment supports, roof curbs, ductwork, insulation, permits, etc. 1.03 Quality Control 1. Comply with all applicable codes and ordinances of local and state authorities including but not limited to: National Fire Protection Association Codes; Uniform Building Code; Uniform Mechanical Code; Uniform Fire Code; Washington State Energy Code;Local Utilities. 2. Acceptance of the job constitutes acceptance of the job in compliance with all applicable codes and ordinances. Obtain clarification prior to construction. 1.04 Code, Permits and Fees 1. The Mechanical Contractor shall obtain and pay for all required permits, inspections and certificates. 2. The Mechanical Contractor shall include in the work, without any extra cost to the owner, any labor, materials, services, apparatus and shop drawings that are required to comply with all the applicable laws, codes, ordinances, rules and regulations whether shown and specified or not. 15010 - 1 1.05 Shop Drawings 1. Shop Drawings shall include all information required for evaluation of conformance with the Contract documents. Incomplete or unclear Shop Drawings are grounds for rejection. Shop Drawings shall include fan curves, and noise data as applicable. 2. Engineers shall stamp Shop Drawings as follows: "No Exception Taken". "Make Corrections Noted", "Revise and Resubmit", "Submit Specified Item", "Rejected". The Engineer Does Not Approve the Shop Drawings. It is the responsibility of the Contractor to provide and install materials in conformance with the intent of the contract documents. Any deviation including, but not limited to dimensional changes, coordination with other trades and any cost increases brought about by a substitution from the design equipment shall be the responsibility of the Contractor. 3. Provide Shop Drawings for the following equipment: Exhaust Fans, Heat Pumps, Grilles, Register, and Diffusers, Ductwork Insulation, Thermostats, Fire Dampers and Sheet Metal Shop Drawings. 1.06 Protect Standard for Equipment and Materials 1. All material and equipment shall be new and of the best quality used for the purpose in commercial practice. 2. All equipment and material shall bear the UL label and shall be installed per UL standards. PART 2 PRODUCTS 2.01 Fan Coil and Heat Puma 1. Provide a fan coil unit designed for upflow installation. Unit shall be factory assembled and tested and internally wired. 2. Unit Cabinet: Constructed of galvanized steel, completely insulated, factory painted with baked enamel finish. All panels shall be easily removable for access to blower, filter, and electrical components. 3. Fans: Blower shall be dynamically balanced, resiliently mounted. Capable of multispeeds. 4. Coils: Evaporator coil shall have aluminum plate fins mechanically bonded to seamless copper tubes with all joints brazed. 5. Controls and Safeties: a. Unit Controls shall be complete with factory installed self-contained control system with electric/electronic components and terminal strip interface for thermostat. Condensate lines connected and charged. 6. Electrical requirements: All unit power wiring shall enter cabinet at a single location. 7. Electric Resistance Heater: Open wire chrome/nickel elements and with all necessary safety and operating controls. Heater shall be UL/CSA listed and have automatic reset switches, heat limiters for over current and thermal protection, single power entry location. 8. Condensing units shall be complete factory assembled, piped and wired. 9. Refrigerator components: Refrigeration circuit shall include filter drier, reversing valve, accumulator. 15010 - 2 10. Compressor: Fully hermetic type, rubber shock mounted and internally spring mounted for vibration isolation. 11. Location: The location of components shall be as generally shown on the Drawings, exact location shall be coordinated with and determined by the Architect. Provide adequate service access to all components. 2.02 Exhaust Fans Provide exhaust fans sized as shown on the Drawings. Capacity shall be AMCA certified. Fans shall have steel casings, dynamically balanced aluminum centrifugal impeller. Motor shall be mounted on rubber tension vibration isolators. Solid state speed controllers shall provide 50%- 100% capacity control; mounted on fan for air balancing controlled from light switch. 2.03 Thermostat Provide a heating-cooling dead band thermostat with automatic temperature resets for rooftop equipment. Use Honeywell T-7300 for rooftop equipment. 2.04 Ductwork 1. All ductwork shall be galvanized sheet metal. Installation shall conform to the latest SMACNA standards. The gauge of the sheet metal shall be in accordance with the latest SMACNA HVAC Duct Construction Standards. 2. Provide all splitters, balancing dampers, hangers, etc. as recommended by SMACNA standards. 3. All branch ducts shall be installed with a volume control device. 2.05 Ductwork Insulation Insulate all sheet metal ductwork with fiberglass duct liner with 1-1/2# density or externally insulate with 1/-1/2" thick .75 lb. density fiberglass insulation with aluminum foil vapor barrier. 2.06 Flexible Ductwork Flexible ductwork shall comply with UL 181 and NFPA 90A. The ductwork shall be insulated with approximately 1" of insulation and covered with a plastic vapor barrier. In no case shall more than 8'0" be used per outlet. 2.07 Wiring 1. Service and disconnect switches for mechanical equipment will be furnished by the Electrical subcontractor and installed by the Electrical subcontractor. All line voltage will be wired ty the Electrical subcontractor. All low voltage wiring to be the responsibility of the Mechanical subcontractor. Low voltage transformers for the control system shall be furnished and installed by the Mechanical Contractor. Power wiring shall be by the Electrical Contractor. 2. Provide complete coordination of the electrical services required for the mechanical system with the Electrical subcontractor. PART 3 EXECUTION 3.01 Product Delivery 1. Delivery of material shall be in Manufacturer's unopened containers which shall be identified 15010 - 3 With the manufacturer's name, trade name, type, class, grade, model, size, color, etc. 2. Store materials, equipment, and fixtures in unopened containers. Store off the ground, under cover, and protect against damage by the elements and job site personnel. 3.02 HVAC Installation 1. Install the ductwork per UMC requirements. Joint of ducts shall be made substantially airtight by means of tapes, mastics or gasketing. 2. General: Assemble and install ductwork in accordance with SMACNA standards which will achieve air-tight and noiseless (<NC 35) systems capable of performing each indicated service. Install each run with minimum number of joints. Align ductwork accurately at connections within 1/8" misalignment tolerance and with internal surfaces smooth. Support ducts rigidly with suitable ties, braces, hangers and anchors of type which will hold ducts true to shape and to prevent buckling. 3. Routing of ductwork shall be in straight runs avoiding diagonal runs wherever possible. Avoiding routing of ductwork over electrical equipment. 4. Where ducts pass through fire rated floors, walls or partitions provide fire stopping between the duct and suhstrate. 5. Coordinate the exact location with lights, ceiling contours, roof structure, etc. prior to installation of equipment. See the Architectural plans for coordination and placement of equipment. 6. Provide suitable vibration isolation for equipment. Providing flexible duct connections to equipment with fans or equipment located on vibration isolators. 3.03 Workmanship 1. Perform all work in accordance with good commercial practice. The good appearance of the finished work shall be of equal importance with its mechanical efficiency. 2. Locate all equipment which must be serviced, if operated or maintained in fully accessible positions. If required for accessibility, furnish access doors, etc. 3. Maintain a set of drawings for all work performed under this division of the Specifications with all changes or deviations from the construction drawings neatly marked in contrasting colored ink. Do not use this set of drawings for any other purpose, and on completion of project provide these drawings to Owner. 4. Site verify all dimensions prior to submitting shop drawing to Architect. 5. Install all work in accordance to the best commercial standards and workmanship. Provide all end caps, stops, unions, hangers, escutcheons, sleeves, other trim and fittings required of a complete mechanical installation. All cutting and patching required for mechanical is responsibility of Mechanical Contractor, patch and paint to match existing. 6. All installation shall be in accordance with manufactures published recommendations. 3.04 Acceptance Demonstration Instruct the Owner's representatives on the proper operation and maintenance of the mechanical system. 3.05 Operation and Maintenance Instructions 1. Submit at least three copies of an "Operation and Maintenance Manual" to the Architect for review prior to the completion of the project. Each manual shall be bound in an 8-1/2" x I V three ring binder with tab dividers for each major construction component. On sheets where more than one piece of equipment is shown, identify the item used on the project. Include the following as a minimum. 2. Operational instruction for entire system including a. Start-up, shut down and failure modes; Lubrication instructions; Cleaning or part replacement instructions. Actual filter numbers with installation instructions. 15010 - 4 3. Final acceptance by the owner will not occur until the contractor his made all final adjustments, completed all defect and omission items, and the Owner's employees thoroughly instructed in the operation and maintenance of mechanical equipment and systems. 3.06 Balancing 1. Adjust and balance the mechanical systems and check every operating piece of equipment. Check, adjust and balance all air systems to meet the design performance and tabulate results on acceptable forms. Minimum data to include amperage, voltage input, and thermal heater capacity of each motor, equipment nameplate data and operating speed, pressure drop across each filter bank, pressure rise across each fan, CFM capacity for each outlet. 2. Submit all tabulated data to the architect for approval. Make special note of any discrepancy between tabulated data and specified conditions. 3. Make final checks and do any re-balancing as directed. Calibration and maintenance of all instruments shall be in accordance with requirements of NEBB. 3.07 Balancing Report 1. After all adjustments are made, prepare a detailed report and submit to the Engineer for approval. Final acceptance of the project will not be made until a satisfactory report is received. Owner reserves the right to spot check the report by field verification prior to final acceptance. 3.08 Guarantee: Material or labor found defective within one year after final completion and acceptance of the project will be replaced without cost to the owner. END OF SECTION 15010 - 5 ,. r DIVISION 15 MECHANICAL SECTION 15500 FIRE PROTECTION PART1 GENERAL 1.01 Description Work includes complete design, furnishing of all material, equipment, and labor for installation of wet-pipe automatic sprinkler systems complete and ready for coverage of all interior and exterior areas of the new building. The mechanical drawings do not attempt to show design of the system. Location of piping mains where shown on the drawings are suggested locations only. Contractor shall verify exact locations and sizes of all sprinkler mains. Provide dry heads or dry pipe system for exterior and unheated areas only. 1.02 Shop Drawing Design The Required Drawings: Shall be submitted in a complete set for the entire project. The system shall be designed and installed so that no part thereof will interfere with ceiling heights, doors, windows, or mechanical or electrical installations. Exact location of heads shall be carefully coordinated with other ceiling elements for symmetrical pattern, and shall be planned to be centered one way with the ceiling tile. Sprinkler heads shall not be located closer than 1' from lighting fixtures, diffusers, speakers, or similar devices or obstructions. Contractor shall coordinate his work with other trades so as to avoid any interference with the potential effectiveness of the automatic sprinkler system. Head spacing shall conform to NFPA 13 requirements for"light hazard" and "ordinary hazard" rules according to occupancy classification. Shop Drawings: After approval of head locations by the Architect, prepare and submit construction drawings to the local fire marshal for approval. Drawings bearing approval of the aforementioned code authorities shall then be submitted to the Architect for his review and approval prior to start of any work. 1.03 Referenced Standards National Fire Protection Association (NFPA). NFPA 70 National Electrical Code (NEC) —Current Edition NFPA U Standard for the Installation of Sprinkler Systems Underwriters Laboratories, Inc. (UL): Fire Protection Equipment List— Current Edition with Quarterly Supplements. Factory Mutual Laboratories (FM): List of Approved Equipment, Fire Protection Devices and Devices Involving Fire Hazard — Current Edition. 15500 - 1 Comply with Requirements of Marysville City Fire Marshall. 1.04 Submittals General: Comply with the requirements of Section 01300, "Submittals" and Section 15010, "Mechanical Work— General." Shop Drawings: Complete set of shop drawings showing sprinkler system and hydraulic calculations to show basis for the design shall be prepared by the sprinkler contractor. Shop drawings shall be approved by the fire marshal prior to SLibmission to the Architect for approval. 11 Acceptable Materials and Equipment: Products with UL label or listing in the latest UL "Fire Protections List" and supplement, current at the end of the bidding period, and products with FM label in the Factory Mutual Approved Guide are acceptable fire protection materials and equipment except were noted otherwise. PART 2 PRODUCTS 2.01 Water Service for Sprinkler System Requirements are to be coordinated with City of Marysville Water Department 2.02 Manufacturer of Sprinkler Specialties Viking, Gem, Grunau, Central Sprinkler, Reliable, Star, Automatic Sprinkler Company, Globe, or Appro%cd. 2.03 Sprinkler Svstem Materials Water Piping: Piping shall comply with materials listed in Paragraph 3-1.1.2, 3-1.1.3, 3-1.1.4 of NFPA 13, PARAGRAPH 3-1.1.5 IS NOT TO BE USED. Pipe and tube used in sprinkler systems shall be designed to withstand a working pressure of not less than 175 psi. Couplings: Class 150 (300-psi WOG) malleable iron. Unions (2" and Smaller): Class 150 (300-psi WOG) female-screwed malleable iron with ground joint and brass-to-iron seat. Flanges (2-1/2" and up): 175-psi WOG minimum, cast iron screwed; ASTM A126, Class B and ANSI B 16.1; gaskets, ferrous or nickel-based, Grinnell, Garlock, Flexitallic, or approved manufacturer. Fittings: 175-psi WOG minimum, cast iron screwed; ASTM A126, Class B and ANSI B 16.4 or flanged; ANSI-B 16.1. Grooved Couplings and Fittings (All Sizes): 1000-psi WOG minimum bolted couplings, malleable iron; ASTM A47. 500-psi WOG minimum on system side of pressure-reducing valves. Pipe Thread Compounds: Tetrafluoroethylene dispersions and other suitable compounds may be used upon approval; tetrafluoroethylene tape not acceptable. 15500 - 2 Escutcheons: Fastened securely to pipe, chromium-plated iron or chromium-plated brass, one- piece or split-pattern, held in place by internal spring tension or setscrew; Beaton & Cadwell Series 10, Keene No. 102 or No. 105, or approved. Pipe Hangers: Hangers shall be in accordance with NFPA 13 and listed by Underwriters Laboratories, Inc. for use in sprinkler systems. Valves: 1. Wet Pipe Alarm Check Valves: UL-listed of FM-approved, complete with standard accessories and trim necessary to give an alarm, pressure gauges, retard chamber, testing provisions, and all necessary intercomponent piping, fittings, and valves; clapper, with elastomer seat. 2. Valves: Gate, globe, and check valves (all sizes) shall be UL-listed or FM- approved. Gate valves, OS&Y type, 175-1b wp, double-disc, Kennedy No. 68 or approved, resilient seat. Check valves; wafer check design, cast-iron body, 175-lb wp, ball drip connection, bronze trim, flange-mounted, Mueller. Switches: 1. Supervisory Switches: Provide at each OS&Y valve including all OS&Y valves at backflow preventers and at each rising-stem globe valve, UL listed and compatible with the valve. Valve yokes shall be drilled for attachment screws for all switches. 2. Water Flow Switches: Viking C-1, Grunau "Flo-Cator," or approved Gem or Grinnell vane-type flow switches, UL-listed, with circuits and contacts selected to handle all switching required by the fire alarm system as specified in Division 16. Water flow switches shall have sensitivity adjustment to prevent false alarming caused by water surge or slight pressure fluctuation. Time delay shall be field adjustable form 0 to 90 seconds, requiring special wrench for cover removal to prevent unauthorized access. 3. Pressure Switches: UL-listed, 300-psi pressure rating, 2-psi to 15-psi adjustable range, factory set at 4 to 8 psi on rise in pressure, rated at 120-volt ac, 15 ampere. Alarm Devices: 1. Alarm Bell: Provide an electric alarm for use in conjunction with each sprinkler system. Electric alarm shall be activated by a pressure switch. Electric alar►n bell shall be 6" gong size, 120-volt ac vibrating, designed for outdoor use. A gong shell guard shall be provided against tampering or vandalism on the outdoor alarm. Outdoor gong shall be weatherproof. Alarm bell housing, cast aluminum with built-in rubber gasket, steel gong shell, phosphate rust-protected, factory-finished with red labels. Alarm bell shall be UL listed and FM approved. Miscellaneous Connections and Fittings: As required by NFPA 13; drains, inspector's tests, discharge outlets, and flushing connections; sway bracing; flexible joints which shall consist of grooved-end pipe and fittings, Victaulic, Gustin-Bacon, or ITT Grinnell manufacturer. Couplings for grooved- end pipe, UL-listed, Victaulic Style 07 "Zero-Flex" rigid coupling with standard gaskets. 2.04 S�inkler Heads General: Standard sprinkler heads with '/2" orifice shall be used. Sprinkler head temperature 15500 - 3 ratings shall comply with NFPA 13-3-16.6. RED LIQUID FILLED FUSIBLE LINKS ARE NOT ACCEPTABLE. Finished Areas: Fusible-type heads in finished areas with suspended ceilings shall be flush type, Star Quasar, spring loaded ''/z" adjustable ceiling escutcheon of factory enameled finish in white color. Exposed Areas: Heads in areas without suspended ceilings, standard sprinkler, standard bronze finish in unfinished areas; polished chrome finish in finished areas; upright spray type where sprinkler is installed above the exposed piping; pendant-spray-type sprinkler where space above piping is not adequate. Sidewall Sprinklers: Provide in areas without suspended ceilings where piping must be installed close to walls or structural members; vertical sidewall sprinkler for installation vertically above the piping; horizontal sidewall sprinkler for horizontal installation on the side of the piping; standard bronze finish in unfinished areas; polished chrome finish in finished areas. Spares- Spares for each temperature rating of sprinkler head, complete with appropriate storage cabinet and four wrenches, shall be provided. The total number of spare heads shall conform to the requirements ofNFPA-13. W= Wire Guards: For all heads with clearance height less than 7'-6"; factory-fabricated clamp-on guards. . PART 3 EXECUTION 3.01 Installation of Materials and Equipment General: Installation of system materials and equipment shall conform to applicable requirements of 3. Section 15050, "Basic Materials and Methods." 2. NFPA 13, "Installation of Sprinkler Systems." 3. The provisions and recommendations of the NFPA constitute mandatory minimum requirements for work specified herein. Strict compliance therewith is required, except all more stringent requirements of the contract documents shall modify, supplement, and supersede applicable provisions and recommendations of the NFPA. Certification: Provide certificates covering installation and test for signature by the Architect prior to acceptance of work. Experience Workmen: Fire protection system work shall be supervised and performed by personnel regularly engaged in the installation of fire protection systems conforming to Underwriters Laboratories, Inc. and NFPA standards and closely similar to the work specified and indicated. Submit evidence of qualification of any proposed supervisor or installer. The Architect may reject those who cannot show evidence of such qualifications. Welding: Welding permitted upon specific approval by Fire Marshal. When authorization is obtained, welding shall be performed in accordance with the recommendations of NFPA 5 1 B and in accordance with the Code for Pressure Piping ANSI B31.1.0 Power Piping Section with Addenda B31.1.0a. Sample weld and credentials of qualified welders shall be submitted for approval. Piping All pipe, fittings valves, equipment, and accessories shall be clean and free of all deleterious material before being installed in their respective systems. Pipe shall be cleaned by - 15500 - 4 hammer, shaking, swabbing, and flushing or by a combination of methods. All lines shall be blown out with compressed air after erection, but blowing out shall not be relied upon for removing foreign matter. During the progress of construction, open ends of pipe, rttings, and valves shall be properly protected at all times to prevent the admission of foreign matter. Provide flushing connections at ends of sprinkler cross mains in accordance with requirements of NFPA- 13. Drains: The sprinkler system shall be provided with complete concealed drainage facilities in accordance with NFPA-13, run to funnel floor drain or to the exterior. Any drain variations must be approved by the Architect. Protection Against Freezing: Supply pipes or risers that pass through unheated spaces in or under building areas exposed to freezing shall be protected from freezing in accordance with applicable methods in NFPA-13. 3.02 Cleaning Cleaning operations during construction and upon completion of the work of this contract shall be performed in accordance with the applicable requirements of the referenced NFPA standards and the contract documents. 3.03 Head Protection Heads shall be protected during painting operations with paper or plastic bags secured over heads as part of the work under this section. Protection shall be removed immediately upon the finishing of painting operations. 3.04 Fire Protection Water Systems Testing Systems pressure and leak tests shall be conducted in accordance with requirements specified under Section 15050. Prior to acceptance of the work, test all completed systems in the presence of the local fire department and fire marshal. Testing and acceptance of sprinkler system shall be in accordance with the requirements ofNFPA-13. 3.05 Electrical Requirements Electrical components provided as part of the work under this sections shall be connected as part of the work under Division-16. END OF SECTION 15500 - 5 � - �. r T i t i DIVISION 16 ELECTRICAL SECTION 16010 ELECTRICAL GENERAL REQUIREMENTS PART 1 GENERAL 1.01 Applicable Provisions A. The General Conditions, Supplementary General Conditions, and applicable portions of the Special Conditions are hereby made a part of this Division. 1.02 Scope of Work A. Scope of work shall consist of, but not be limited to, the following: 1. Underground service entrance and meter base, 120/240V, 1 phase, 3 wire. 2. Main panel and feeder. 3. Branch circuit raceways, boxes, wiring and devices. 4. Construction power facilities. 5. Lighting fixtures, complete with lamps. 6. Power wiring, disconnect switches and motor starters for equipment provided under Division 15000. 7. All other electrical equipment and services required to complete a usable and operable facility in accordance with all applicable codes and regulations. 1.03 CODES, STANDARDS AND PERMITS A. Install in accordance with latest editions of local codes, State of Washington Electrical Code, National Electrical Code, and all other applicable codes, including OSHA and WISHA. Comply with all pertinent standards and regulations of Snohomish County P.U.D. B. Obtain and pay for all required licenses, permits and inspections. 1.04 FIELD INVESTIGATION A. Contractor shall thoroughly investigate site prior to bidding. B. No change in contract price will be allowed for work required to comply with existing conditions. 16010-1 1.05 QUALITY ASSURANCE A. For the actual fabrication, installation and testing of work of this section, use only thoroughly trained and experienced personnel who are completely familiar with the requirements for this work and with the installation recommendations of the manufacturers of the specified items. 1.06 PRODUCT HANDLING A. Protection: Use all means necessary to protect electrical system materials before, during and after installation and to protect the installed work and materials of all other trades. B. Replacements: In the event of damage, immediately make all repairs and replacements-necessary to the approval of the Architect and at no additional cost to the Owner. 1.07 SUBMITTAL INFORMATION A. Submit shop drawings and manufacturers' catalog sheets in bound folders with tabs (6 sets) to Architect within twenty (20) working days after award of electrical subcontract. Items requiring submittal information: lighting fixtures, service equipment, panelboard, disconnect switches, motor starters, all wiring devices and trim. 1.08 RECORD DRAWINGS AND OPERATION & MAINTENANCE MANUAL Keep one set of marked up "as-built" blue line prints. These are to be at jobsite at all times for inspection and are to be updated daily for an accurate record of electrical installation. At completion of project, submit the marked-up set of drawings to Architect. B. Operations manual including all submittals, wiring diagrams, names, addresses and telephone numbers of manufacturers' representatives and complete technical data for operation and maintenance of systems and equipment shall be submitted in hard back, three-ring binder. Two copies with tabs are required. 1.09 SUBSTITUTIONS A. Substitutions must be submitted in writing with complete descriptive literature or drawings to Engineer, not less than ten (10) working before bid date. B. No substitutions will be approved after bid date. 1.10 TESTS A. Perform all tests required by these specifications. 16010-2 B. The Contractor shall notify the Architect, Engineer, and Owner at least 48 hours prior to conducting any tests required. C. All wiring shall test free from short circuits and ground faults, shall be free from mechanical and electrical defects and shall show insulation resistance between phase conductors and neutral and grounding conductors of not less than the rated insulation resistance values of the specified conductors. The system ground, service entrance conductors, and all feeders and subfeeders shall be tested with appropriate meggers, or other approved instruments and methods, to determine ground and insulation resistance values. Such tests shall be witnessed by the Engineer or his delegated representative. D. Perform additional tests when required under other sections of this specification. During final observation, the Contractor shall conduct an operation test of entire electrical system for approval. The installation shall be demonstrated to operate satisfactorily in accordance with the requirements of these specifications and contract drawings. E. The Contractor shall repair or replace any items failing to meet the requirements at no additional expense to the Owner until such item or items can be demonstrated to comply. The Contractor shall have available instruments for measuring light intensities, voltage and current values, and for the demonstration of continuity, grounds or open circuit conditions. F, Panel loads shall be tested and balanced as closely as possible among all phases. Upon completion of the electrical system with all electrical equipment connected, take reading of voltage and amperage at main service and at each panel and at end or longest branch circuit run at no load and full load conditions. Record results in tabulated, typed format and submit to Electrical Engineer and include in Operations Manual. 1.11 COORDINATION A. The Contractor shall coordinate work among all the various trades doing work in the building and shall examine all drawings, including the several divisions of Mechanical, Structural and General, for construction details and necessary work coordination. B. Special attention is called to the following items and all conflicts shall be reported to the Architect before installation for decision and correction. 1. Door swings to the end on which switches will be located--the strike side of the door. 2. Location of ducts, grilles, pipes and other equipment so that all electrical outlets, lighting fixtures and other electrical 16010-3 devices and equipment are clear from and in proper relation to these items. C. The Contractor will not be paid for cutting, patching, wiring and finishing required for relocation of work installed due to interference with work of the various trades. D. Conduits and ground connections are shown diagrammatically only and indicate the general character and approximate location. The layout does not necessarily show the total number of conduits for the circuits required, not are the locations of indicated runs intended to show the actual routing of the conduits. The Contractor shall coordinate with the Mechanical Contractor and Owner and provide suitable equipment in order that the above requirements may be met without additions to the contract price. E. Any winur changes in the location of the conduits, outlets, etc. from those shown on the plans shall be made without extra charge if so directed by Architect before installation. F. Contractor shall consult the architectural drawings for the exact height of all outlets with millwork, trim details and structural elements. Outlet locations shown on the drawings are approximate. When necessary, with the Architect's approval, outlets shall be relocated to avoid interference with architectural or structural features of the building. G. When conduits, inserts or sleeves for outlet boxes and/or conduits are required, the Contractor shall supply and install all conduits, inserts and sleeves and shall fully coordinate the installation with other trades. H. Immediately notify the Architect of any discrepancy. I. Do not proceed with installation in areas of discrepancy until fully resolved. 1.12 CLEAN UP A. Upon completion of the work, and before final acceptance and payment, the Electrical Contractor shall, at his own expense, remove from the site and adjoining property and dispose of all surplus and discarded materials, rubbish, temporary buildings, equipment, and debris which may have accumulated during the prosecution of the electrical work. B. All fixtures, devices and equipment shall be thoroughly clean and in proper condition prior to final observation. 1.13 GUARANTEE A. The Contractor shall be responsible for all work put in under this specification and drawings. He shall make good, repair or replace, 16010-4 at his own expense, as may be necessary, any defective work, materials or parts which may show itself within one year after final acceptance. Incandescent lamps are not guaranteed. However, all incandescent lamps shall be in operating condition at the time of final acceptance of the project. PART 2 PRODUCTS Not used. PART 3 EXECUTION Not used. * * * END OF SECTION 16010-5 4 � i i L i DIVISION 16 ELECTRICAL SECTION 16110 RACEWAYS AND FITTINGS PART 1 GENERAL 1.01 Description A. Conduit shall be rigid galvanized steel conduit, heavy wall Schedule 40 PVC plastic, electrical metallic tubing (EMT) , or flexible metal conduit, unless specifically indicated. PART 2 PRODUCTS 2.01 Materials A. Conduits underground shall be rigid galvanized steel or Schedule 40 P.V.C. Conduits shall be joned to prevent entrance of moisture. B. Rigid galvanized steel conduit (heavy wall) shall be used in wet or damp locations above grade. C. Electrical metallic tubing may be used for raceways above slab and ground where not subject to dampness or damage. Tubing shall be joined with compression or set screw type steel fittings. Cast metal fittings will not be accepted. All connections to motors or other vibrating equipment or at other locations where required shall be made with not less than 24" of flexible zinc-coated steel conduit, using special type of connectors for this conduit. Flexible conduit shall be liquid-tight with approved fittings in wet or damp locations. E. Install insulating bushings on all rigid galvanized steel conduits terminating in panels, cabinets or boxes. Material in these bushings must not melt or support flame. PART 3 EXECUTION 3.01 Installation A. All conduits shall be run in neat and workmanlike manner, and shall be properly supported with approved conduit clamps, hanger rods and structural fasteners. All conduits except those from surface-mounted switches, outlet boxes or equipment shall be run concealed from view. Exposed conduit shall be supported with clamp fasteners with toggle bolts on hollow walls or ceilings and with lead expansion shields on concrete. Rigid steel box connections 16110-1 shall be made with double locknuts and bushings. Transition from rigid conduit or EMT to PVC shall be made at outlet box only. PVC shall not be stubbed above floor from underground in exposed locations. B. All conduit runs, whether terminated in boxes or not, shall be capped during the course of construction and until wires are pulled in and covers in place. No conductors shall be pulled into conduit until construction work which might damage the conduit has been completed. C. All conduit runs in masonry shall be installed at the same time as masonry so that no face cutting is required except to accommodate boxes. D. All conduits shall be kept clear of plumbing fixtures to facilitate repair or replacement of said fixtures without disturbing wiring. Except where it is necessary for control purposes, all conduits shall be kept away from items producing heat. E. Surface conduit may be used only areas where conduits cannot be concealed in walls or above lowered ceilings. F. Surface conduits shall be run parallel or perpendicular to building lines and installed securely to wall or ceiling. G. Coordinate with Architect before proceeding with cutting or drilling of any structural members. * * * END OF SECTION 16110-2 DIVISION 16 ELECTRICAL SECTION 16120 OUTLET AND JUNCTION BOXES PART 1 GENERAL 1.01 Description A. At all concealed or surface outlets for electric lighting fixtures, switches, receptacles, alarm devices, etc. , code-approved outlet boxes shall be provided. B. Surface or flush junction and pull boxes shall be provided as indicated and as required by Code. PART 2 PRODUCTS 2.01 Materials, Sizing and Trim A. Outlet boxes shall be standard stamped galvanized steel, one-piece. Folded and crimped boxes will not be permitted. Outlet boxes in concrete poured in place shall be concrete-tight. B. Outlet boxes shall be of such form and dimension as to be adapted to the specific use and location, type of device or fixture to be used. Box sizes shall be determined in accordance with NEC requirements for conductor fill, with or without devices as necessary. C. Ceiling outlet boxes shall be 4" octagonal or 4" square x 2-1/8" deep or larger as required with appropriate trim rings and fixture or device mounting hardware as required. D. Switch, wall receptacle, telephone, data and other wall outlet boxes in plastered or gypsum board walls and exposed masonry walls shall be minimum 4" square x 2-1/8" deep. Provide a standard trim ring of appropriate depth and opening to suit device. For exposed masonry, provide square corner tile wall boxes or tile rings. E. Outlet boxes exposed to weather shall be cast iron or aluminum with gasketed covers and threaded hubs for conduits. Boxes will be weatherproof or watertight as required by Code. F. Junction and pull boxes shall be galvanized steel with screw secured blank covers for surface or flush mounting as required. Boxes shall be sized for conduits entering and conductor fill or as indicated in accordance with Code requirements. 16120-1 PART 3 EXECUTION 3.01 Installation A. All flush outlets shall be mounted so that covers and plates will fit tight to finished surfaces without the use of shims or mats. Plates shall not support wiring devices. Gang switches with common box and trim plate where two or more are indicated in the same location. B. Height of wall outlets to centerline above finished floors shall be as follows, unless specifically noted otherwise. Note: Verify with architectural plans and shop drawings before installing. Switches - 4'-0"; receptacles - l'-0"; telephones - 1'-01'. C. Height of wall mounted light fixtures shall be as shown on drawings or as required by architectural conditions. Fixture outlet boxes shall be equipped with fixture studs or other support devices as required. D. Surface outlet boxes shall be securely fastened in place using toggle bolts on hollow walls or ceilings with lead expansion anchors on concrete or brick. Wood screws shall be used on wood or on plaster walls or ceilings with wood lathe. E. Outlet boxes shall be mounted true and straight in relation to surrounding building elements. * * * END OF SECTION 16120-2 DIVISION 16 ELECTRICAL SECTION 16130 CONDUCTORS PART 1 GENERAL 1.01 Description A. Conductors shall be copper, 600 volt with type THHN/THWN insulation unless specifically indicated otherwise. All wire shown shall be of size shown on the drawings. If no size is shown, wire shall be No. 12. B. Unless otherwise approved, color code shall be as follows: Neutrals - white; Ground Wire - green; 120/240V, Phase A - black, Phase B - red. Switchlegs and control and interlock wiring shall be color coded with colors other than those above. Indicate colors used on final as-built drawings. PART 2 PRODUCTS 2.01 Materials A. All taps and splices in No. 8 or smaller wire shall be fastened together by means of "solderless twist-on type" connectors. All taps and splices in wire larger than No. 8 shall be made with solderless compression or indentor type lugs and taped to provide insulation equal to wire. B. All power feeders and branch circuits No. 2 and smaller shall be wired with color coded wire with the same color used for a phase throughout the building. Power feeders above No. 2 shall either be fully color coded or shall have black insulation, and be similarly color coded with marking tape in all junction boxes and panels. PART 3 EXECUTION 3.01 Installation A. Wire in vicinity of heat-producing equipment shall have type THHN insulation. B. Protect all conductors from damage during installation and prior to installation of cover, devices or equipment. * * * END OF SECTION 16130-1 I � � �_. � . DIVISION 16 ELECTRICAL SECTION 16140 - WIRING DEVICES AND COVER PLATES PART 1 GENERAL 1.01 Description A. Provide all wiring devices including light switches, automatic light switch, receptacles, GFI receptacles. B. Provide all coverplates. PART 2 PRODUCTS 2.01 Materials A. Wiring devices shall be specification grade. Switches shall be quiet type, 20 Amp, 277 volt rated. Receptacles shall be 20 Amp duplex grounding type. Manufacturer: P&S or equal by Arrow-Hart, Hubbell. Switch - P&S #5021; Duplex Receptacle - P&S #5342. B. Receptacles and switches shall be ivory color. C. Coverplates for devices or blank outlets, unless specifically indicated otherwise, shall be 302 stainless steel - P&S 'S-Line' or prior approved. D. Provide GFI receptacles where required by code, 20 Amp. Manufacturer: P&S, Arrow-Hart or Hubbell. E. Automatic ceiling mount light switches shall be passive infrared type, 20 Amp rated with adjustable "off" time delay. Universal Energy Control, Inc. PART 3 EXECUTION 3.01 Installation A. Install all devices straight and plumb. Coverplates shall fit securely and tightly against wall and devices. Coverplates shall not support devices. B. Two or more switches or receptacles shown in same location shall be mounted in multi-gang boxes with one-piece construction. 16140-1 �.. �.:. Q � . i . I i . i L DIVISION 16 ELECTRICAL SECTION 16170 DISCONNECT SWITCHES AND STARTERS PART 1 GENERAL 1.01 Description A. Provide disconnect switches for equipment requiring them. B. Coordinate with Division 15000. PART 2 PRODUCTS 2.01 Materials A. Disconnect switches shall be heavy duty type. Switches shall be fusible or not fusible type and sized as indicated or as required. B. Provide dual element fuses for all motor loads. C. Starters shall be across-the-line magnetic type rated in accordance with NEMA Standards, poles, voltage and amperage rating for type of load served. Starters shall be gravity dropout with NEMA 1 enclosure unless otherwise indicated. Contact shall be front accessible. Overload relays are required in each phase. Control voltage as indicated shall be electrically held. D. Manufacturer shall be Square D, Seimens-ITE, G.E. , Westinghouse. PART 3 EXECUTION 3.01 Installation A. Install disconnect switches and starters as indicated. B. Provide engraved rigid plastic nameplates for each disconnect switch and contactor. Secure with sheet metal screws. Nameplates shall clearly indicate load served. Minimum 3/8" high letters, black with white letters. C. Enclosures shall be NEMA 3R where exposed to weather. D. Coordinate disconnect switch ratings and dual element fuse sizes with equipment furnished to assure proper match. * * * END OF SECTION 16170-1 r i r E i .. L DIVISION 16 ELECTRICAL SECTION 16190 ELECTRICAL SUPPORTING DEVICES PART 1 GENERAL 1.01 Description A. Furnish and install all supports, hangers, inserts, etc. required to mount fixtures, conduit, cables, pull boxes and other equipment furnished under this division. B. Supports and hangers shall be code-approved for the type of application. PART 2 PRODUCTS 2.01 Materials A. Supports, hangers, etc. shall be designed for the specific application. B. Supports, hangers, etc. shall be structurally sized for the type of load being supported. C. Unistrut, Kindorf or Globe Strut are approved manufacturers. PART 3 EXECUTION 3.01 Installation A. All items shall be supported from the structural portion of the building. B. Supports, hangers, etc. shall be installed in an approved manner. * * * END OF SECTION 16190-1 r L. ! � } i t . i DIVISION 16 ELECTRICAL SECTION 16410 CONSTRUCTION POWER FACILITIES PART 1 GENERAL 1.01 Description A. The facilities and equipment required to provide all electrical power for construction, lighting, balancing and testing prior to final acceptance of the project shall be provided. PART 2 PRODUCTS 2.01 Materials A. All wiring, outlets and other work required to provide this power at the site and within the building for all trades shall be arranged for, furnished and installed. PART 3 EXECUTION 3.01 Installation A. Facilities and equipment shall be furnished in a neat and safe manner in compliance with governing codes and good working practice. B. Coordinate with all other trades to provide adequate and safe lighting and power arrangements. C. Facilities and equipment shall be removed when no longer required. * * * END OF SECTION 16410-1 r f" 1 e DIVISION 16 ELECTRICAL SECTION 16450 GROUNDING SYSTEM PART 1 GENERAL 1.01 Service and Equipment A. All electrical equipment, metallic conduit, motor frames, panelboards, etc. shall be grounded with a separate code-sized, copper THHN green insulated system grounding conductor run from the main switch ground to all panels and from grounding lugs on each panel to each branch circuit outlet box and device in accordance with NEC requirements. B. All circuits for power and lighting receptacles shall be equipped with Code-sized green insulated THHN copper equipment grounding conductor bonded to boxes and devices. PART 2 PRODUCTS 2.01 Materials A. System shall be grounded at main service entrance with a copper conductor as indicated and required by Code. B.. All flexible metallic conduit and P.V.C. conduit runs for power and lighting shall be equipped with a green, insulated, THHN copper equipment grounding conductor, code sized. Bond to boxes and equipment or device at each junction box. C. Conduit sizes shall be adjusted as required to allow for equipment grounding conductor. PART 3 EXECUTION 3.01 Installation A. Testing: Test entire grounding system for continuity and correct any discontinuities or high resistance circuits. B. Retest system to assure proper installation and performance. * * * END OF SECTION 16450-1 � . � � , . i_ i 7 7 I DIVISION 16 ELECTRICAL SECTION 16510 LIGHTING FIXTURES FURNISHED BY OWNER PART 1 GENERAL 1.01 Description A. Fixtures furnished under this Division shall be complete with lamps and all necessary trim and mounting hardware, and installed where shown on drawings. B. Fixtures shall be as specified in "LIGHTING FIXTURE SCHEDULE", furnished by Milligan Sales Company, Inc. , Representative: Rick Hanson, Telephone: (206)382-9410 C. Provide photoelectric controls as indicated. PART 2 PRODUCTS 2.01 Materials A. Fluorescent ballasts shall be Class P, CBM-ETL H.P.F. approved and shall be of the automatic thermal resetting type, 'A' sound rated. B. Fluorescent ballasts shall be energy-efficient type Advance Kool Koil Mark III or prior approved. No PCB's allowed. C. Provide cold weather ballasts for fluorescent fixtures in unheated spaces. D. High discharge, and fluorescent lamps shall be as specified in "LIGHTING FIXTURE SCHEDULE." E. Fluorescent lamps shall be energy saving type. F. High intensity discharge ballasts shall be high power factor type. G. Exterior lighting fixtures shall be approved for damp or wet location as required. H. Provide thermal protectors in fixtures where required by Code. I. Photoelectric controls shall be 200 watt, 120 volt, adjustable sensitivity. Manufacturer: Tork, Paragon, Intermatic or prior approved. 16510 - 1 PART 3 EXECUTION 3.01 Installation A. Fixtures shall be neatly and firmly mounted, using standard supports for outlets and fixtures. B. Adjust photo controls as directed by Owner. C. General Contractor shall provide in his bid all ceiling preparation, conduit and installation of Owner supplied fixtures. 3.02 Special Situations or Conditions A. Lights are to be activated from electrical panel via brPakPrs at showroom floor and cuotomer waiting area only. B. Provide wiring and controls of exterior lot lights for existing 400 amp service at back of lot. C. Remove 3 light poles at east and north or existing showroom, relocate fixtures on building per direction of Owner. D. Provide circuits to exterior fascia, and one circuit to each awning notes on elevation. E. Provide proper access through soffits or ceiling to sign lighting locations. 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April, 1994 Washington State Nonresidential Energy Code Compliance Forms Decision Flowchart Et.hei nowchart to determine If project qualifies for the optional Prescriptive Opllon. for Prescriptive Option th the Component Performance or Systems Analysis Options must be used. Electric Resistance:Space heating systems which use electric resistance elements 1302 Space Heat Type:For the purpose of determining building envelope as the primary heating system including baseooard,radiant and forced au units requirements.the following two categories comprise all apace heating type%' $tart where Me total electne resistance heat capacity exceeds 1 0 Wrrt•of the gross Other.All other space heating systems including gas,solid fuel,oil,and propane a conditioned floor area. Exception:Heat pumcs and terminal electric resistance space heating systems and those systems listed in the exception to electric (continued alright) T heating in variable air volume distribution systems- resistance. Electric Resistance — 1 no Heal? Yes i Ail Masonry / ' ' All,`, • /Masonry Wall Cntena OK7;"*—� walhR-19 walls R-11 -N-Mall Crdena OK?. F yos (below) / no �i^sulabon�/ �irisulabon7.� no � (below)/ Yes „� no , Yes yeS'1'' no <251t'. <20%'� r •.Glazing7/ �•Glazmg2'�a'i�oGllaazing'1i g ^o yes Yes i i Yes'T v I All Insulation Installed? I All Insulation Installed) I All Insulation Installed? I I All insulation installed? Opaque Walls R 19 Opaque Wslls R•11 Opaque Walls R•19 I Below grade walls(ext) R-10 iOpaqua Walls R•11 Masonry walls(Int) U-0 19 Below grade walls(otter)R-19 Below rode walls ext► R-10 Masonry walls(Int) U-0.19 g ( Masonry walls(other) U-0 25 Rooh over aroa R.38 r Below grade walls(otter)R-11 Masonry vrans(oMer) U-0.25 I Rook over attics R•30 I :Below grade walls(ext) R-10 I Below grade welts(exq R-10 IAII other rook R-30 I Below grade walls(0010 R-11 I Below grade walls(otter)R-19 iFloom over uncond. R-30 .All other roofs R 21 Rooh war sttra R-38 R-10 Floors over uncond.sp. R-19 I Roofs over allies- R-30 I ISlabson•grads !All oMer roofs R-21 ' I other rook R•30 R-10 ISlabson•grade R-10 Floors over uncond. R-30 Radiant Odors Radiant floors R-t0 Flcars over uncond.sp. R-19 I Slabs onyrsds R-10 (Opaque doors U-0,6o Opaque doors U-0.60 I I ISlaba-0on R-10 Radiant floors R-10 1 Radiant Moors R-10 i Opaque doors U-0.60 Glazing Crrtena Met? r 1Opaque doors U-0,60 Glazing Critens Mel? 1 l l Glazing Vert. OH i GC Glazing Vert OGC H I I Glazing Crftena Metl Glazing Criteria Met? , Area% U U S 0 Area% U U SHGC I I Glazing Vert OH Grazing Vert. OH 00-20% 0 40 0 80 1 0 0 00-15% 090 145 1.00 i t Area% U U SHGC I Area% U U SHGC I 15.20% 075 1 40 100 I i I ZO-30X 0 60 1 30 0,65 I i i 00-15% 090 145 100 i 00.20•A 040 080 100 I yes I I no 30-40% 0.5�'1 25 0 45 I l 15-20% 075 1.40 100 { i 20.30% 060 1 30 065 yes no I no : yes ; 30-40% 050 1 25 045 i r 1 i I no I i Yes i I IPresenpiive I Path Allowed i r `� Component Performance or ISystems MslYsis Required 1 all 'If the area Concrete/Masonry Option Wall Heat Capacity (HC) weighted heat Assy.Tag HC' Area(SO HC x Area capacity(HC)of Assembly Description the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. ""For framed walls.assume HC=1.0 unless calculations are provided:for all other Walls,use Section 2009. Totals Area weighted HC:divide total of(HC x area)by Total Area 1994 Washin ton State Nonresidential Ener Lode Goal Ilarlce F01,111 Lmv.701 41 a = FIM - i I km im� April.1994 1994 Washington State Nonresidential Energy Code Compliance Forms ' Project Address Blvd.Project Info 1671� Smoke Pt . Dale — — Arlington, WA 98223 For Building Department Use Core Building Applicant Name:Smokey Point Properties Applicant Address: 16404 Smoke Pt - Blvd, ;�'�01 Arlington Applicant Phone: (360)659-8551 J ®New Building ❑ Addition ❑Alteration ❑ Change of Use Project Description Prescriptive ❑ Component Performance ❑ ENVSTD ❑ System Compliance Option (See Decision Flowchart(over)for qualifications) Analysis Space Heat Type ❑ Electric resistance Kl All other (see over for definitions) Total Glazing Area Glazing Area Calculation (rough opening) Gross Exterior Note:Below grade walls may be included In IhA (vertical&overhd) divided by Wall Area times 100 equals %Glazing Gross Exterior Wall Area if they are insulated to _ X 1 00 _ the level required for opaque walls. 3791 . 5 9709 3 9 Concrete/Masonq Option ❑Check here if using this option and if project meets all requirements for the ConcrelaWasonry Option. See Decision Flowchart(over)for qualifications. Enter requirements for each qualifying assembly in the liable below. Envelope Requirements(enter values as applicable) Opaque Concrete/Masonry Wall Requirements Fully heate&cooled space Insulation on interior-maximum U-factor is 0.19 Minimum Insuladon R-values Insulation an exterior or integral-maximum U-factor is 0.25 Roofs Over Attic R—3 0 If project qualifies for Concrete/Masonry Option,list walls with HC 2 g.0 Btu/fta-'F below(other walls must meet All Other Roofs N/A Opaque Wall requirements). Use descriptions and values Opaque Walls R_19 from Table 20-5b in the Code. Below Grade Walls NSA Wall Description U-factor (including insulation R-value&position) Floors Over Unconditioned Space N/A Slabs-on-Grade p_1 n Radiant Floors NZA Maximum U-factors Opaque Doors 0 Vertical Glazing , 50 Overhead Glazing 1 . 25 - Maximum SHGC(or SC) Vertical/Overhead Glazing Semi-heated space' Minimum Insulailon R-values Roofs Over Semi-Heated Spaces' 'Refer to Section 1310 for qualifications and requirements P 1 7 199? r Notes: S q�N� Gig r HW. GRP. 6 TYPICAL STAIRWELL DR. TO HAVE: 3ea. HINGES CB1900 4.5 X 4.5 lea. EXIT DEVICE F6300 X ER08 lea. CLOSER 7601 PA FCOV AL SN1 lea. STOP 407 1/2 lea. KICKPLATE 10 X 2 LDW CAS lea. GASKET S88D HW. GRP. 7 TYPICAL PR. FR. MECH. ,STOR. , TO HAVE: 6ea. HINGES CB1900 4.5 X 4.5 lea. LOCKSET ML2257 LWA C6 lea. CLOSER 7601 PA FCOV AL SN1 2ea. FLUSH BOLTS 458B lea. ASTRAGAL 357 lea. GASKET S88D HW. GRP. 8 EXTERIOR PR. FR. MECH. TO HAVE: 6ea. HINGES CB1900 4 . 5 X 4.5 NRP lea. LOCKSET ML2257 LWA C6 2ea. FLUSH BOLTS 458B lea. CLOSER 7601 PA FCOV AL SN1 lea. ASTRAGAL 357 lea. THRESHOLD 271A 2ea. SWEEPS 345AV lea. GASKET S88D HW. GRP. 9 TYPICAL PR. FR. MEETING RM. TO HAVE: 6ea. HINGES CB1900 4.5 X 4.5 2ea. EXIT DEVICES F6400 X ER08 2ea. CLOSERS 7601 PA FCOV AL SNl 2ea. STOPS 407 1/2 2ea. MEETING STILES 293 lea. GASKET S88D HW. GRP. 10 TYPICAL UNIT TOILET DR. TO HAVE: 3ea. HINGES 1900 4 X 4 lea. PRIVACY CL3820 lea. STOP 407 1/2 08710 - 5 HW. GRP- 1 TYPICAL EXTERIOR EXIT DR. TO HAVE: 3ea. HINGES CB1960 4.5 X 4.5 NRP lea. EXIT DEVICE 6300 X ER08 lea. CLOSER 7601 PA FCOV AL SN1 lea. THRESHOLD 271A lea. DOOR BOTTOM 345AV lea. GASKET S88D HW. GRP. 2 TYPICAL UNIT DR. TO HAVE: 3ea. HINGES CB1900 4.5 X 4.5 lea. LOCKSET ML2229 LWA C6 X 416F84 lea. CLOSER 7601 PA FCOV AL SN1 lea. STOP 407 1/2 lea: GASKET -'S88D lea. VIEWER U698B HW. GRP. 3 TYPICAL -MECH. ,STOR. ,OFFICE DR'S.TO HAVE: 3ea. HINGES CB1900 4.5 X 4 . 5 lea. LOCKSET ML2251 LWA C6 lea. CLOSER 7601 PA FCOV AL SN1 lea. STOP 407 1/2 lea. GASKET S88D HW. GRP.4 TYPICAL PR. OF DR'S. @ ELEVTOR'S. TO HAVE: 6ea. HINGES CB1900 4.5 X 4.5 lea. LATCHSET ML2210 LWA 1pr. FLUSH BOLTS 556B 2ea. CLOSERS 7601 PA FCOV AL SN1 lea. COORDINATOR 900 lea. ASTRAGAL 357 2ea. MAG HOLDERS FM998 lea. GASKET S88D HW. GRP. 5 TYPICAL TOILET DR. OFF CORR. TO HAVE: 3ea. HINGES CB1900 4.5 X 4.5 lea. LATCHSET ML2210 LWA lea. CLOSER 7601 PA FCOV AL SN1 lea. STOP 407 1/2 lea. KICKPLATE 10 X 2" LDW CAS lea. GASKET S88D 08710 - 4 08710-3 2 . Set units level, plumb and true to line and location. Adjust and reinforce the attachment substrate as necessary for proper installation and operation. 3 . Drill and countersink units which are not factory prepared for fasteners . Space fasteners and anchors in accordance with industry standards. 4 . Where not factory machined, machine cut for hardware per template, as required. 3 .2 ADJUSTING A. Initial Adjustment : 1. Adjust and check each operating item of hardware and each door, to ensure proper operation or function of every unit . Adjust resilient faced sound stops for continuous contact with door -and threshold. Adjust weatherstripping and sweeps to completely seal doors with frames and to adjacent structures. 2 . Replace units which cannot be adjusted to operate freely and smoothly as intended for the application made. B. Final Adjustment : wherever hardware installation is made more than one month prior to acceptance or occupancy of a space or area, return to the work during the week prior to acceptance or occupancy, and make final check and adjustment of all hardware. items in such space or area. Clean operating items as necessary to restore proper function and finish of hardware and doors . Adjust door control devices to compensate for final operation of heating and ventilating equipment . 3 .3 HARDWARE SCHEDULE 08710 - 3 08710-2 2 . Provide hardware which meets or exceeds handicap accessibility per local building code requirements . Conform to the Americans with Disabilities Act (ADA) of 1990 . PART 2 PRODUCTS 2 . 1 HINGES A. Manufacturer: 1 . Listed in Door Hardware Schedule: Stanley 2 . Approved Substitutions : Hager, McKinney 2 .2 LOCK CYLINDERS A. Manufacturer: 1 . Listed in Door Hardware Schedule: Schlage 2 . Approved Substitutions: Corbin/Russwin 2 .3 LOCKSETS, LATCHSETS, AND PRIVACY SETS: A. Manufacturer: 1 . Listed in Door Hardware Schedule: Schlage 2 . Approved Substitutions : Corbin/Russwin 2 .4 CLOSERS: A. Manufacturer: 1 . Listed in Door Hardware Schedule: Dorma 2 . Approved Substitutions : Norton, Corbin/Russwin 2 . 5 WALL JXND FLOOR STOPS A. Manufacturers : 1 . Listed in Door Hardware Schedule: Ives 2 . Approved Substitutions : BBW, Quality 2 . 6 THRESHOLDS, GASKETS AND SWEEPS A. Manufacturer: 1 . Listed in Door Hardware Schedule: Pemko 2 . Approved Substitutions : Reese, National Guard 2 . 7 FINISHES A. Exposed surfaces of hardware shall be Brushed Chrome (US26D, 626) , unless otherwise indicated. PART 3 EXECUTION 3 .1 INSTALLATION 1. Install each hardware item in compliance with the manufacturer' s instructions, requirements of NFPA 80, UBC, ADA, and Washington State Rules and Regulations for Barrier Free Facilities and recommendations of the DHI . 08710 - 2 08710-1 SECTION 08710 - FINISH HARDWARE PART 1 GENERAL 1 .1 SECTION INCLUDES Hardware for swinging, sliding, and folding doors except special types of unique and non-matching hardware specified in other sections . 1.2 DOOR HARDWARE TYPES A. Requirements for design, grade, function, finish, size and other distinctive qualities of each type of door hardware is indicated elsewhere in this section or in the Door Hardware Schedule at the end of this section. Refer to Part 2 Products for Manufacturer' s identification and allowable substitutions . 1.3 QUALITY ASSURANCE A. Qualifications : 1 . Manufacturer: Manufacturers named in Part 2 of this section with not less than 5 years experience in manufacturing commercial door hardware of the type indicated. 2 . Hardware Supplier: a. A recognized architectural finish hardware supplier who has been furnishing hardware in the same state as the project for a period of not less than 5 years . b. Hardware supplier' s organization shall include an experienced Architectural Hardware Consultant (AHC) , certified by the Door and Hardware Institute (DHI) , who is physically available, at reasonable times during the course of the work, for consultation about project ' s ' hardware requirements, to Owner, Architect and Contractor. Mail or telephone correspondence is not acceptable. C. Hardware supplier shall have local warehousing facilities and shall maintain an adequate parts inventory of items supplied for future service to the owner. Supplier will be a factory authorized distributor of all hardware specified. 3 . Installer: Company specializing in installing work of this section with not less than 3 years experience and acceptable to the manufacturer and the hardware supplier. Maintain regular work force of qualified personnel, trained, skilled, and experienced in installing door hardware and constant, competent supervision. The hardware installer shall meet with the representative of the hardware supplier to jointly inventory all - hardware items . Upon satisfactory inventory of products, the hardware installer accepts responsibility for all hardware items inventoried. B. Regulatory Requirements: I . Provide hardware for fire rated openings, whether specified or not, in compliance with NFPA Standard No. 80 and local building code requirements. Provide only hardware which has been tested and listed by UL or FM for types and sizes of doors required and complies with requirements of door and door frame labels . 08710 - 1 2.06 Hollow Metal Windows Provide hollow metal window frames in conformance to Section 08110, 2.03. Provide metal stops for glazing sections, with counter sunk screw heads mounting to frame. Glazing to be 1/4" wire safety glass at interior locations and dual 1/4" tempered safety glass at exterior locations. PART 3 EXECUTION 3.01 Installation Install metal windows as detailed or as indicated on the approved shop drawings. Provide all necessary operation equipment and glazing appurtenances. All windows must open and close easily and completely with operating equipment functioning properly at tulie of final acceptance. END OF SECTION 08500 - 2 DIVISION 8 DOORS AND WINDOWS SECTION 08500 VINYL WINDOWS &DOORS PART 1 GENERAL 1.01 -..General This section pertains to furnishing and installing vinyl windows. 1.02 Protection and Cleaning Protect finished surfaces at all times. Satisfactorily repair or remove and replace work that has been damaged. Prior to final acceptance, inspect all metal windows to see that all residue from glazing materials have been removed. Use no abrasive materials on aluminum work. 1.03 Submittals Contractor shall submit 4 copies of window sections and layout for approval. PART 2 PRODUCTS 2.01 Vinyl Windows Manufacturer: Milgard Manufacturing, Inc. Type: Horizontal Sliding Window Series 6000 Series twin-glazed Finish: White U Value: U-35 slider, U-33 picture 2.02 Vinyl_Sliding Door Manufacturer: Milgard Manufacturing, Inc. Type: Horizontal Sliding Model: 5620 Finish: White 2.03 Window Caulking Manufacturer: Research and Chemical Corporation Type: PRC Rubber Caulk, Polyurethane base, 6000 sealant Manufacturer: Sika Corporation Type: Polyurethane base, Sikaflex-la Color: To match window or adjacent surface. 2.04 Glazing Bead Vinyl Stripping Use manufacturer's recommended vinyl stripping bead around all snap-in glazing stops to accept 3/4" O.A. insulating glass. 2.05 Screens Provide full fitting screens on all operable window units. 08500 - 1 3.03 Adjusting A. Adjust doors for proper operation for the full range of swing. Coordinate with the finish hardware application. Replace doors which cannot be properly adjusted. B. Repair and prime door finishes damaged during installation in a manner which results in the door showing no evidence of the restoration. If the repaired door cannot be finished to the satisfaction of the architect or owner, the door shall be replaced at the contractor's expense. END OF SECTION 08210 - 4 2.03 Fabrication A. Fabricate to provide consistent clearances as indicated: 1. Hinge and Lock edges: Provide 1/8" in 2" standard bevel at edges, unless standard bevel would not precisely match hardware bevel. Provided proper bevel for hardware. 2. Make neat mortises and cutouts for door hardware indicated. 3. Prefitting: Fabricate and trim doors to size at factory to coordinate with frame shop drawings and floor finish!sill conditions as indicated in the construction documents. Seal top and bottom edges with the manufacturer's standard sealing system. 4. Premachining: Make all mortises and cutouts required for hardware at the factory to conform to the approved hardware schedule, hardware templates and door frame shop drawings. Allow for adequate reinforcement after mortise preparation for hardware. B. Glazing Bead: Provide manufacturer's standard 18 gauge metal glazing kit, properly labeled when utilized in fire rated doors, ready to accept glazing as supplied and installed under Section 08800 - Glass and Glazing. Provide manufacturers standard color selection, or primed for field finish at the contractor's option. Provide color selection with submittals as outlined in 1.04B. PART 3 EXECUTION 3.01 Examination A. Inspect door frames and doors prior to door installation. 1. Verify that the frames are properly installed, aligned and capable of providing trouble free support for doors throughout the range of door swing. 2. Do not install damaged or defective doors. B. Correct unsatisfactory conditions before installing products of this section. _Commencement of installation constitutes acceptance of conditions. 3.02 Installation A. Hardware installation: See Section 08710 B. Install doors in accordance with manufacturer's recommended procedures and requirements of referenced standards. Install fire rated doors to comply with the requirements of NFPA-80, Fire Doors and Windows, and local jurisdiction. C. Prefit Doors: 1. Minimize field adjustment to those procedures which are necessary to complete work unfinished during factory prefitting and to provide trouble free operation. 2. Accurately align and fit doors for trouble free operation throughout the range of door swing. D. Clearances: 1. Clearance between door top edge and door head to be no greater than 1/8" 2. Unless otherwise indicated, clearance between the door bottom edge and the finished floor to be no greater than 1/2". At threshold applications, clearance to be greater than 1/4" above the threshold surface, or adjusted to contact gaskets on thresholds incorporating gasket options. 3. Clearance between meeting stiles on pairs of doors to be no greater than 1/8". 4. At fire rated applications, clearance are not to exceed parameters established per NFPA 80 - Fire Doors and Windows. 08210 - 3 1.05 Delivery, Storage and Protection A. Protect doors during transit, storage and handling to prevent damage, soiling or deterioration. Conform to recommendations of NWWDA I.S. 1 Appendix "How to Store, Handle, Install and Maintain Wood Doors", as well as with manufacturer's instructions. B. Clearly label or mark each door with opening number where door will be installed. Use removable temporary labels or mark on door surface which will be concealed from view after installation. 1.06 Project Conditions Do not deliver this product to the project until conditions for temperature and relative humidity have been stabilized and will be maintained in storage and installation areas for the duration of the project. 1.07 Warranties A. Manufacturer's Warranty: Submit a written warranty signed by the manufacturer guaranteeing to correct failures in products which occur within the warranty period indicated below, without reducing or otherwise limiting any other rights to correction which the owner may have under the contract documents. Failures are defined include faulty workmanship, telegraphing and warp including bow, cup and twist. B. Warranty shall include reinstallation which may be required due to repair or replacement of defective doors where the defect was not apparent prior to initial installation. C. Warranty shall be as follows, after date of substantial completion. 1. Interior Doors- Life of Installation D. The contractor shall be responsible for replacement of refinishing of wood doors where the contractor's work contributed to the rejection or voiding of the manufacturer's warranty. PART 2 PRODUCTS 2.01 Solid Core Wood Faced Doors A. General 1. Grade: AWI Premium 2. Construction: PC-5 or PC-7 3. Type: Plain Sliced Red Oak B. Fire Rated Solid Core Doors - comply with the following: 1. Provide faces and grade to match non-rated doors. 2. Provide manufacturer's standard core configuration to meet all applicable fire ratings. Confirm that all total opening applications will meet the label requirements. 3. At mineral core doors, provide manufacturer's standard blocking for all hardware items, either mortised or surface, to allow a proper installation of finish hardware. This includes closer blocks and intermediate rails as required. 2.02 Manufacturers A. Provide products complying with requirements of the contract documents and made by one of the following: 1. Western Oregon Door 2. Vancouver Door Company 3. Weyerhaeuser Company 4. V.T. Industries 08210 - 2 DIVISION 8 DOORS AND WINDOWS SECTION 08210 FLUSH WOOD DOORS PART1 GENERAL 1.01 Scope A. Section includes: 1. Solid core wood faced doors 2. Prefitting by manufacturer 3. Premachining by manufacturer 4. Glazing stops and preparation of flush doors to receive glazing. Glazing is specified in section 08800. B. Related sections: L Section 08110 -Hollow Metal Doors and Frames 2. Section 08710 -Finish Hardware 3. Section 08800 - Glass& Glazing 4. Section 09900 -Painting 1.02 Quality Assurance A. Comply with the following standards: 1. Architectural Woodwork Institute (AWI) Quality Standard: Architectural Woodwork Quality Standards, Guide Specifications and Quality Certification Program, including Section 1300, Architectural Flush Doors, for grade of door, core construction, finish and other requirements exceeding those of the National Wood Window and Door Association (NWWDA). NWWDA Quality Standard: 1.5.1 "Industry Standard for Flush Wood Doors". 3. NWWDA Quality Marking: Mark each wood door with NWWDA Wood Flush Door Certification Hallmark certifying compliance with applicable requirements of NWWDA I.S. 1 Series. Manufacturers not participating in the NWWDA Hallmark Program may submit a certificate of compliance in lieu of marking individual doors. B. All doors shall be the product of one manufacturer. 1.03 Regulatory Requirements Where required, provide wood doors which are identical in construction and materials to assemblies tested in accordance with requirements of ASTM E 152 and which are labeled and listed by Underwriters Laboratories (UL), Warnock-Hersey (WH), or other testing and inspection agency acceptable to local jurisdiction. 1.04 Submittals A. Submit shop drawings and product data under provisions of Section 01300. B. Prepare shop drawings showing all relevant information, including: 1. Dimensions and locations of each product specified. 2. Elevation and each distinct door configuration. 3. Construction details for each distinct product type. 4. Dimensions and locations of blocking for finish hardware. 5. Fire ratings. 08210 - 1 1. Verify that the frames are properly installed, aligned and capable of providing trouble free support for doors throughout the range of door swing. 2. Do not install damaged or defective doors. B. Correct unsatisfactory conditions before installing products of this section. Commencement of installation constitutes acceptance of conditions. 3.02 Installation A. Doors and frames shall be installed in accordance with "Door and Hardware Institute" publication, "Installation Guide for Doors and Hardware" and/or as recommended by the manufacturer. 3.03 Adjusting A. Adjust doors for proper operation for the full range of swing. Coordinate with the finish hardware application. Replace doors which cannot be properly adjusted. B. Repair and prime door finishes damaged during installation in a manner which results in the door showing no evidence of the restoration. If the repaired door cannot be finished to the satisfaction of the architect or owner, the door shall be replaced at the contractor's expense. END OF SECTION 08110 - 4 and laminated to inside faces of both panels using contact adhesive applied to both panels and honeycomb core. Exterior doors shall be reinforced, stiffened, sound deadened and insulated with a rigid polystyrene core, bonded to both face sheets. All door shall have continuous vertical mechanical interlocking joints at lock and hinge edges with edge seam filled and ground smooth. Doors shall have beveled (1/8" in 2") hinge and lock edges. Top and bottom steel reinforcement channels shall be 14-gauge and spot welded to both panels. Hinge reinforcements shall be 8-gauge, (expanded screw holes in lighter gauge materials is not acceptable), lock reinforcements shall be 16-gauge and closer reinforcements shall be a 14-gauge box, minimum 20 long. Hinge and lock reinforcements shall be projection welded to the edge of the door. Galvanized doors shall have galvanized hardware reinforcements. Adequate reinforcements shall be provided for other hardware as required. 2.03 Frames A. All frames shall be as detailed in the contract documents. B. Construction of Frames 1. Exterior frames shall be formed from 16 gauge galvanized steel (see Section 2.1- A). Interior frames shall be 16 gauge cold rolled steel. Frames shall have 2" faces and shall be set-up and arc-welded. All frames shall be prepared for inserted type rubber bumpers, provided under Section 08710 - Finish Hardware, (3) per strike jamb at single door applications and (4) per head at pairs of doors. Holes shall be omitted where gaskets are provided under Section 08710. Frames shall have minimum 8-gauge steel hinge reinforcements. Strike reinforcements shall be 16- gage. All hinge and strike reinforcements shall be projection welded to the door frame. Metal plaster guards shall be provided for all mortised cutouts. Reinforcements for surface closer shall be 14-gage steel. Adequate reinforcements shall be provided for other hardware when required. Galvanized frames shall have galvanized hardware reinforcements. Frames shall be furnished with a minimum of six wall anchors and two adjustable base anchors of manufacturer's standard design. 2.04 Protective Coatings Grouting of frames, if required, is to be field applied by the General Contractor. If grout with an antifreeze agent is used, frames shall be coated with a fibered asphalt (bituminous) coating prior to grout application. Fibered asphalt coating shall be field applied by the contractor to a minimum 1/16" thickness. 2.05 Fabrication Frames shall be supplied set up with faces arc-welded and ground smooth. Weld shall penetrate the inside face. Faces shall be dressed smooth. Filler materials are not permitted. 2.06 Finish All doors, frames and frame components shall be cleaned, phosphatized and finished as standard with one coat of baked-on rust inhibiting prime paint in accordance with the ANSI A224.1 "Test Procedure and Acceptance Criteria for Prime Painted Steel Surfaces for Steel Doors and Frames". PART 3 EXECUTION 3.01 Examination A. Inspect door frames and doors prior to door installation. 08110 - 3 4. A physical label or approved marking shall be affixed to the fire door or fire door frame at an authorized facility as evidence of compliance with procedures of the labeling agency. 1.05 Regulatory Requirements Doors and frames shall conform to applicable codes for fire ratings. All interior vertical stairwell doors shall carry a minimum 11500 temperature rise rating in addition to the required fire rating. 1.06 Submittals A. Submit shop drawings and product data under provisions of Section 01300. B. Indicate frame configuration, anchor types and spacings, location of cutouts for hardware, reinforcement, and finish. C. Indicate door elevations, internal reinforcement, closure method, and cutouts for glazing or louvers. D. Submit manufacturer's recommended installation instructions. 1.07 Delivery, Storage and Protection A. Storage of Doors: Doors shall be stored in an upright position under cover. Place the units on at least 4" wood sills on floors in a manner that will prevent rust and damage. Do ; not use non-vented plastic or canvas shelters which create a humidity chamber and promote rusting. If the corrugated wrapper on the door becomes wet, or moisture appears, remove the wrapper immediately. Provide a 1/4" (6.35 mm) space between the doors to promote air circulation. B. Storage of Frames: Frames shall be stored under cover on 4" wood sills on floors in a manner that will prevent rust and damage. Do not use non-vented plastic or canvas shelters which create a humidity chamber and promote rusting. Assembled frames shall be stored in a vertical position, five units maximum in a stack. Provide a 1/4" space between frames to promote air circulation. 1.08 Manufacturers All current members of the Steel Door Institute, subject to the requirements listed. PART 2 PRODUCTS 2.01 Materials Exterior doors, frames and frame components shall be manufactured from galvanized steel having an A60 zinc coating conforming to ASTM specification A525, A526, or A642. Galvanized steel shall be treated to insure proper paint adhesion. All component parts used in galvanized doors and/or frames shall meet the galvanize specification. Interior doors, frames and frame components shall be cold rolled steel, conforming to these specifications. 2.02 Doors A. All doors shall be SDI Grade II, Model 2, construction as outlined in 2.2-13. B. Construction of Doors 1. Doors shall be full-flush construction, exterior fabricated from galvanized steel, (see Section 2.1-A) interior fabricated from cold rolled steel. All doors will be 18 gauge. Interior doors shall be reinforced, stiffened, sound deadened and insulated with impregnated kraft honeycomb core completely filling the inside of the doors 08110 - 2 DIVISION 8 DOORS AND WINDOWS SECTION 08110 HOLLOW METAL DOORS AND FRAMES PART GENERAL 1.01 Scope Specifications apply to steel doors and steel door frames as shown on architects' plans and schedules and as conforming to ANSI SDI-100. 1.02 Related Work A. Work not included: Installation of frames and doors, glass and glazing, grouting of frames and related protective coatings, field painting of prime painted doors and frames, door and frame hardware, protection at the building site of items furnished under this specification. B. See following sections for related work: 1. Section 04100 -Masonry mortar fill of metal frames 2. Section 08710 -Finish Hardware 3. Section 08210 -Flush Wood Doors 4. Section 08800 - Glass & Glazing 5. Section 09900 - Painting 1.03 References A. ASTM E 152 -Method of Fire Tests of Door Assemblies. B. DHI- Installation Guide for Doors and Hardware. C. NFPA 80 - Fire Doors and Windows. D. -NFPA 252 - Fire Tests for Door Assemblies. E. SDI-100-91 - Standard Steel Doors and Frames F. SDI-105 - Recommended Erection Instructions for Steel Frames G. UL 1 OB -Fire Tests of Door Assemblies H. ANSI Al51.1 -Endurance Test I. ANSI 115 -Hardware Preparation 1.04 Quality Assurance A. Conform to requirements of SDI-100, ANSI A151.1, and other specifications herein named. Test reports shall be submitted upon request. B. Insulation properties: Doors shall have a U factor honeycomb core .41 (R factor of 2.4), styrene .12 (R factor 7.8). C. Underwriters' Laboratories and Warnock Hersey, labeled fire doors and frames: 1. All labeled fire doors and frames shall be of a type which has been investigated and tested in accordance with UL-10(b), ASTM E-152, NFPA 252, ANSI A2.2. 2. Underwriters' Laboratories labeled doors and frames shall be manufactured under the UL factory inspection program and in strict compliance to UL procedures, and shall provide a degree of fire protection, heat transmission and panic loading capability by the opening class. 3. Warnock Hersey labeled doors and frames shall be manufactured to meet the specific requirements of the labeling agency's current procedure for the tested hourly rating designated and shall be subject to inspection by representatives of the labeling agency. 08110 - 1 F i i � r � � i 1 DIVISION 7 THERMAL AND MOISTURE PROTECTION SECTION 07900 CAULKING AND SEALANTS PART GENERAL 1.01 General This section pertains to furnishing and installing caulking and sealants. Required at but not limited to, siding corners, perimeter of windows and doors, wall penetrations. PART 2 PRODUCTS 2.01 Caulking Compound (Prior Approval Grace-Horn "Vulcatex", Kihls "Elastic", Sonneborn, and Sonolastic, NPI and NPII. 2.02 Color of Compound of Sealant Approximate color of adjacent surfaces, unless directed otherwise. 2.03 Back-up Material For caulking compounds: Glass fiber or raveled strands of non-staining cotton wicking, Styrofoam backer rod, closed cell polyethylene foam. PART 3 EXECUTION 3.01 Preparation Be sure that surfaces are clean and dry before proceeding. Prime unpainted porous surfaces with primer recommended by manufacturer of the caulking or sealing material. 3.02 Protection Mask surfaces adjacent to joints as required for complete protection. 3.03 Back-Up Joints to be caulked: Where more than 3/4" deep, pack with back-up material to within 1/2" of surface. END OF SECTION 07900 - 1 i ��. i . e f i PART 3 EXECUTION 3.01 Installation Framing shall be installed and glazed by experienced workmen in accordance with the approved shop drawings, manufacturer's instructions and glazing standards. 3.02 Final Cleaning and Protection Subsequent to installation of skylights the General Contractor shall be responsible for the clearing and protection of all materials provided per this section, including, but not limited to glazing materials and framing members. No abrasive materials of any kind shall be used in cleaning of skylight surfaces. END OF SECTION 07812 - 3 B. Glazing materials shall be warranted against seal failure, delamination or defects in manufacturing per the standard warranty offered by the glazing manufacturer. PART 2 PRODUCTS 2.01 Entry Canopy A. Aluminum: 1. Aluminum extruded components shall be alloy 6063-T5 or 6063-T6, of sufficient thickness for this application, and as required Per structural calculations. 2. Aluminum sheet products shall be alloy 5052-H32 and a minimum thickness of .040 inches. B. Glazing Materials: 1. V overall dual seal silicone insulated glass units. Made up of clear tempered glass exterior, airspace and clear laminated glass interior. Glass thickness as required by the span and loads. C. Fasteners: 1. Exterior fasteners and fasteners exposed to wet areas in frame shall be 300 series stainless steel, except pop rivets used on glazing cap are aluminum. 2. Dry area fasteners shall be cadmium-plated steel or stainless steel. 3. All welding shall be by the TIG process. All exposed welds to be finished to match frame color where practical. D. Glazing Accessories: All glazing tapes, gaskets, setting blocks, and other materials used in glazing shall be of a type, quality and compatibility to provide performance of the skylights covered in this section. E. Exposed Aluminum Finish: Dark Bronze Anodized. 2.02 Domed Skylights c/c Domes; PVC Thermal Break Frame; Size per Drawings 2.03 Fabrication A. Skylights shall be factory fabricated and preassemblied in largest size assemblies possible with considerations for shipping and jobsite handling. B. Skylights shall have properly designed weep systems for drainage to exterior. 07812 - 2 DIVISION 7 THERMAL AND MOISTURE PROTECTION SECTION 07812 METAL FRAMED SKYLIGHTS PART1 GENERAL 1.01 General A. This section covers all work necessary to the execution and completion of entry canopy and skylights as shown on drawings and specified herein. B. Work includes but is not limited to the following: Design, fabrication, glazing and erection of skylights as required to make a complete and watertight installation. 1.02 Submittals A. Submit full scale shop drawings indicating methods of construction, location and spacing of anchorage, joinery, finishes, size, shape thickness of framing members, relationship to adjoining work and glazing materials used. B. Submit structural calculations by a structural engineer licensed in the state of Washington. Calculations must demonstrate compliance with the structural requirements of these specifications. C. Submit samples of each type of glazing material and finish as required by architect. 1.03 Approved Manufacture A. The drawings and specifications are based on products manufactured by: Crystalite, Inc., -Everett, Washington, 1-800-666-6065. B. Product substitutions of other manufacturers proposed as equivalent must be submitted with supporting technical data, samples and engineering calculations for written architectural approval ten days prior to bid date. 1.04 Structural Design A. Skylight structural members shall be designed for the following loads: 25 lbs. Snow Load 80 mph Exposure B Wind Load 1994 UB C B. Deflections in structural members shall be limited to L/175 under fully loaded conditions. 1.05 Warranty A. All CrystaLite Skylites are warranted against manufacturer's defects for a period of five years from date of purchase. Warranty replacement units will be remanufactured in the same size and description as the original unit only. Warranty does not include removal of defective unit or installation of replacement unit. Warranty time period will remain in effect from the original date of order. Warranty orders will be chargeable items, and the proper credit will be given upon return and inspection of original item. 07812 - 1 PART 2 PRODUCTS 2.01 Roofing Membrane Approved Manufacturers: Modified Bitumen - Derbigum Manufacturer as Specified: Performance Type: Derbigum 2 I 1G-DC Roofing Assembly: Materials required per 100 sq. ft. of surface Roof Insulation 100 sq. ft. Polyisocyanurate Foam or Fiberglass, mechanically fastened thru perlite top layer. Mechanical Fasteners 100 sq. ft. Refer FM Insulation Spec. As required I-60 Uplift Base Ply 108 sq. ft. 1 layer Perma-ply IV felt mopped to insulation with asphalt compatible adhesive. Derbigum Membrane 110 sq. ft I layer Derbicolor X PS FR Asphalt 15 lbs. Base Ply application (Spot mopped) 25 lbs. perma Cap Application (Note: Spot mop only to polyisocyanurate insulation) Surface 108 sq. ft. Integral part of Dericolor sheet has factory applied slate mineral surface 2.02 Reglet As manufactured by Fry Reglet Corp. Type: MA for masonry installation, and CO for concrete installation. PART 3 EXECUTION 3.01 Proper Surfaces Surfaces to which roofing is to be applied must be even, smooth, sound, thoroughly clean and dry and free from all defects that might affect the application. 3.02 Application Apply all materials in strict accordance with the published specifications and installation procedure manual Derbigum 2 11 G-DC of the manufacturer of the roofing insulation and roofing materials specified or approved. END OF SECTION 07500 - 2 DIVISION 7 THERMAL AND MOISTURE PROTECTION SECTION 07500 MEMBRANE ROOFING PART GENERAL 1.01 General This section pertains to furnishing and installing membrane roofing. 1.02 Applicator/Approvals The roofing system shall be installed by a roofing contractor approved by the membrane manufacturer. 1.03 Protection of Unfinished Work Protect insulation with one or more plies and a glaze coat. Protect unfinished roofing with a glaze coat. Sprinkling with water before applying glaze coat not permitted. 1.04 Equipment Equip kettles for heating bitumen with thermostats as well as thermometers. In addition, check with portable thermometer at intervals to be sure correct kettle temperature are maintained. 1.05 Notices Upon completion of preparation phase, notify Architect immediately if discrepancies or deck surface deterioration is found. Notify Architect at least 72 hours before starting roofing and insulation application. 1.06 Ins ep ction Upon completion of the installation, an inspection shall be made by the technical representative of the membrane manufacturer and the Owner's representative to ascertain that the roofing system has been installed according to their published specifications and details. 1.07 Roof System Guarantee Upon manufacturers inspection and approval of the completed roof a ten(10) year watertight guarantee shall be issued from a single source, covering labor and materials to maintain water-tightness of system, including performance for roof insulation, edging, nailing strip and fasteners. 1.08 Reference Roofing Products: Performance Roof Systems; Insulation Instalation: FM Loss Prevention, Data Sheet I-28. 1.09 Fire Classifications Class A 07500 - 1 2.02 Flashing Manufacturer: Same as roofing metal supplier. Type: Fabricated as indicated on plans or as required by trade practices. Description: 24 gauge hot-dipped galvanized steel with pre-painted finish. 2.03 Gutters and Downspouts Manufacturer: Same as roofing metal supplier. Type: Fabricated as indicated on plans or as required by trade practices. Description: 24 gauge hot-dipped galvanized steel with pre-painted finish. PART 3 EXECUTION 3.01 Fabrication Panels to be continuous form rolled, full length. Seam spacing to be (plus or minus) 12" minimum, 16" maximum. Custom form all corners, closure panels to fit site conditions and field measurements. Nailing clips shall be furnished and installed per manufacturer requirements. Use galvanized ring nails on wood framing which provide 1/2" penetration thru sheathing materials. All clip fasteners required to retain panels on steel construction shall be fabricated by steel panel manufacturer, provide detailed drawing and design load of slips to Structural Engineer for approval prior to fabrication. 3.02 Installation No exposed fasteners to be used on panel and fascia installation. In general, provide flashing, coping and other metal work where indicated on drawings or as required for a weather tight job. 3.03 Workmanship In accordance with the best trade practices. Lines and edges sharp and true, reinforced as required for stiffness; joints and seams neatly formed and finished, surfaces free from waves and buckles. Make proper allowance for expansion and contraction and for shrinkage of wood construction. Make exterior work permanently weather tight. END OF SECTION 07400 - 2 DIVISION 7 THERMAL AND MOISTURE PROTECTION SECTION 07400 PREFORMED ROOFING AND SIDING PART1 GENERAL 1.01 General This section pertains to furnishing and installing sheet metal roofing, siding, fascia and soffits. 1.02 Standard Specifications Architectural Sheet Metal Manual of the Sheet Metal and Air Conditioning Contractors National Association. A.I.S.C. "Specification for the Design, Fabrication and Erection of Structural Steel for Buildings." A.I.S.I. "Specification for the Design, Fabrication and Erection of Cold-Formed Structural Members for Buildings." 1.03 Examination Examine surfaces that are to receive sheet metal. Do not start work until unsatisfactory conditions have been corrected. 1.04 Electrolytic Protection Where metal sheets abut or member with dissimilar materials, treat contact surfaces to prevent electrolysis. 1.05 Guarantee Work of this section is subject to minimum 3-year written warranty covering labor and materials comparable to roofing warranty or co-signed by manufacturer and sheet metal and roofing installer. 1.06 Submittals Contractor shall submit 5 copies of fabrication details, all corner and lap conditions, panel layouts, consealed fasteners, layout of gutters, flashing and downspouts for approval. PART 2 PRODUCTS 2.01 Metal Roofing Manufacturers: BHP, Custom Built Metals, Foremost, API, Berridge Material: 24 ga. galvanized, pre-painted steel Finish: Kynar 500 painting system System Type: Snap lock seam. Jobsite or factory rolled, continuous panels. Standing seam panels. Maximum width between rib or seam space to be 16". Hold down clips to be installed for class 90 wind uplift rating per roofing manufacturer's recommendations. Install with no exposed fasteners, except as necessary at rake, rodge or special flashings and reglets. 07400 - 1 PART 2 PRODUCTS 2.01 Replacement Fireproofing Manufacturer: Grace Construction Products Division of W.R. Grace & Company. Type: MonoKote Type MK-6 PART 3 EXECUTION ()1 Application Shall be applied directly to the steel surface or to a compatible paint/primer. 3.02 Mixing The method of mixing and application shall comply with W.R. Grace & Company's recommendations as set forth in current literature. 3.03 Preparation A. All surfaces to receive sprayed replacement fireproofing shall be free of oil, grease, paints/primers, loose mill scale, dirt or other foreign substances which may impair proper adhesion of the fireproofing to the substrate. B. Confirm compatibility of surfaces to receive sprayed fireproofing material. C. Prior to application of fireproofing, clips, hangers, support sleeves and other attachments required to penetrate the fireproofing shall be in place. D. Ducts, piping, equipment or other suspended matter which would interfere with application of replacement fireproofing materials shall not be positioned until fireproofing work is complete. E. Equipment and application procedure shall conform to the material manufacturer's application instructions. 3.04 Cleaning After the completion of replacement fireproofing work, application equipment shall be removed, and other surfaces not to be sprayed shall be cleaned of any fireproofing materials. 3.05 Schedule Fire-Resistance Rating (time in hours) schedule shall be as follows: STRUCTURAL COMPONENT HOURLY RATING REQUIREMENT Floor Assembly(Steel Decking) 1 hour Primary Members 1 hour Beams/Joists/Trusses Secondary Members 1 hour Beams/Joists/Trusses Columns 1 hour END OF SECTION 07250 - 2 DIVISION 7 THERMAL AND MOISTURE PROTECTIONS SECTION 07250 CEMENTITIOUS FIREPROOFING- PART 1 GENERAL 1.01 Description This section pertains to providing and installation of cementitious spray-on Fireproofing. 1.02 Delivery. Handling and Storage Material shall be delivered in original unopened packages, fully identified as to manufacturer, brand or other identifying data, and bearing the proper Underwriters' Laboratories, Inc. labels for fire resistance classification. 1.03 Project/Site Conditions A. An air substrate temperature of 40 degrees F (4.4 degree C) minimum must be maintained for 24 hours before, during and for 24 hours after application of the sprayed fireproofing. B. General contractor shall provide ventilation to allow for proper drying of the fireproofing during and subsequent to its application. 1.04 U.L. Rating Fireproofing must be tested and classified by Underwriters Laboratories, Inc. (ULI) in accordance with ASTM E-119 (U.L. 263) NFPA 521 for fire resistance ratings in beam, column, floor/ceiling and roof/ceiling assemblies. Flame Spread 0 Smoke Development 0 1.05 Quality Assurance A. Fireproofing work shall be performed by a firm acceptable to the sprayed fireproofing materials manufacturer. B. Products, execution and fireproofing thicknesses shall conform to the applicable code requirements for the fire-resistance ratings called for. 1.06 Reference A. ASTM Standards: All sections as they pertain to sprayed Fire-resistive materials. B. Uniform Building Code Standard No. 43-8: Thickness and Density Determination for Spray- Applied Fireproofing. C. AWCI Publication: Inspection Procedure for Field Applied Sprayed Fire Protection Materials. 1.07 Submittals Manufacturers Data: Submit manufacturer's instructions for proper application of sprayed replacement fireproofing. 07250 - 1 r l t + . { �- �' adjacent pieces of Panzer 20 Mesh. b. Allow to dry 24 hours. 1. Provide a layer of Standard Mesh and Base Coat over entire surface including areas covered by Panzer mesh. a. Apply Genesis Mixture to entire surface of Dryvit insulation Board to a 1/16 inch dry thickness. Immediately embed Dryvit Reinforcing Mesh into wet Genesis and smooth surface until mesh is not visible. b. Overlay mesh edges 2 '/z" minimum on all sides. C. Provide a second skim coat of Genesis Mixture if mesh is not fully embedded. d. Allow to dry 24 hours. A. Finish 1. Apply Dryvit DPR — PMR Medallion Finish using manufacturers recommendations and equipment to insure a continuous operation without cold joints or scaffolding lines. 2. Texture finish to match approved sample. 3. Return no finish into any sealant joint. Apply a coat of Color Prime or Demandit over base coat in the joint. 3.03 Clean up A. Remove all material from job site left over for system's application. B. Clean adjacent materials and surfaces and the work area of foreign material resulting from system application. END OF SECTION 07240 - 5 publications DS414 or DS417. B. Dryflex: Follow manufacturer's recommendations on publication DS430. 1. Note different cement ration between Primus or Genesis mixtures and the Dryflex mixture. A. Color Prime: stir to a smooth, homogeneous consistency. B. Dryvit Dirt Pickup Resistant (DPR) and Proven Mildew Resistance (PMR) Finish: Stir until material is homogeneous. PART 3 EXECUTION 3.01 Inspection A. Examine the substrate prior to application for compliance with the contract documents and Dryvit System, Inc.'s specifications. Advise Architect of all discrepancies in writing. Do not proceed with work until discrepancies or unsatisfactory condition are corrected. 3.02 Installation A. Primus/Adhesive Mixture 1. Notched Trowel: Apply to the entire back surface of the insulation board with a rounded U-notched trowel to produce ribbons of Primus a minimum of 1/4 inch wide by 3/8 inch deep every 1-1/2 inches. A. Dryflex 1. Apply the Dryflex mixture to the substrate using a stainless steel trowel at a thickness of 1/8" or greater. 2. Place the trowel on the wet surface of the Dryflex and pull away to produce a stippled surface. 3. Immediately press the insulation board to the surface of the wall. A. Dryvit Insulation Board 1. Offset Dryvit insulation Board joints offset with respect to substrate joints using a running bond pattern. 2. Stagger and interlock joints at corners. 3. Take prepared Dryvit insulation boards to substrate and mount on substrate. Tamp board using even pressure to produce uniform contact and bond. Make surface flat by using straight edge to align edges of adjacent Dryvit insulation Boards. 4. Let dry 24 hours. 5. Sliver any gaps at the insulation board joints. 6. Sand high areas if any, to produce level surface. 7. Inspect surface for flatness, damage and deterioration due to weathering. Repair prior to application of Base Coat. A. Provide Genesis Mixture base coat. B. Mesh: 1. Provide Corner Mesh at sills, corners and trimless parapet locations, under the typical mesh. 2. Provide Panzer 20 Mesh and Base Coat on high impact areas. a. Apply 3/32" thick coat of Genesis Mixture to entire surface of Dryvit insulation board. Immediately embed Panzer 20 mesh into wet Genesis Mixture and smooth surface until mesh is not visible. Abut 07240 - 4 PART 2 PRODUCTS 2.01 General A. Obtain all components of the Dryvit System for Seattle Wall Systems, Inc; 4835 West Marginal Way SW, Seattle, Washington 98106. B. Permit no substitutions of, or additions of, other materials without prior written permission from Dryvit Systems. 2.02 Components A. Primus/Adhesive: An acrylic based adhesive and base coat. B. Genesis: Acrylic modified, fiber-reinforced base coat. C. Dryflex: High percentage polymer based waterproof base coat and adhesive. D. ADEPS: A one part adhesive specifically formulated for plywood. E. Insulation board, expanded and aged Polystyrene of 1 pound density. F. Standard Mesh: Balanced, open weave, treated glass fibre weighing 4.3 oz/yd'` G. Standard Plus Mesh: Balanced, open weave, treated glass fibre mesh, weighing 6 oz/yd2. H. Intermediate Mesh: A balanced, treated, glass fibre mesh, weighing 12 oz/yd2 and indicated on drawings. I. Panzer 20 Mesh: A balanced, treated, heavy glass fibre mesh, weighing 20.5 oz/yd2 and indicated on drawings. J. Corner Mesh: 7.2 oz/yd2; 9-1/4" wide. K. Color Prime: A water based pigmented acrylic primer, required as undercoat with color `,,numbers 639 through 715. L. DPR Finish: Shall be a factory-mixed, water-based acrylic polymer coating with integral color and texture. Water vapor transmission(ASTM E-96) shall be 15 perms or greater. 1. Long Term Durability a. ASTM G-23 Accelerated Weathering (5,000 hours approximate aging ten years). b. Chalk Rating(ASTM D-4214) of 8 or greater. C. Yellowing Index(ASTM D-1925) of+1.0 or less. 1. Crack Resistance (Flexibility) a. Flexibility (ASTM D-522-88) 2" dowel at 70 degrees and 4" dowel at 40 degrees. 1. Rooftop Cleanliness Index(Dirt Pick-up Resistance) a. ASTM D3719-87, (12 months) with rating index of 92 or better. A. PMR Medallion Series chemistry added to finish. B. Cement: Type I, I-H or II Portland Cement. C. Water: Shall be clear and potable. 2.03 Mixing and Preparation A. Primus/Adhesive and Genesis Mixture: Follow manufacturer's recommendations on 07240 - 3 B. Approvals, listing and Classifications 1. The Dryvit System shall be approved as described in the following documents: a. ICBO Research Committee Report Number 2728. b. Full Scale Multi-Story Fire Test with a 15 feet wide by 10 feet deep by 10 feet high room and 1,500 pound wood crib per UBC 17-6. C. ASTM E-119 Standards Fire Exposure Test for one-hour and two-hour wall assemblies. 1.04 Submittal A. Submit one 2' by 4' sample of the Dryvit System for each finish, color and texture used on the project using same tools and techniques as for the project. 1.05 Quality Assurance A. Qualifications 1. Approved system shall have marketed this exterior insulation and finish system in the United States for a least five years and have at least 1,000 complete projects. 2. The Applicator shall be trained and approved by approved system's manufacturer and have completed 10 projects of similar scope in the area within the past 3 years. 1.06 Job Conditions A. Ambient air temperature shall be 40 F (4 C) or greater and rising at the time of installation of the Dryvit System and shall remain at 40 F (4 C) or greater for at least 24 hours after application. B. Protect adjacent materials and the Dryvit System during installation and curing from weather and other damage. C. Protect the Dryvit system and substrate from water until permanent sealant, coping and flashing is installed. 1.07 Limited Warranty A. Upon request, Dryvit Systems, Inc. shall offer a five year limited warranty for materials. 1.08 Maintenance A. Furnish a maintenance kit consisting of two yd2 of mesh, 2' by 4' piece of foam and one sealed gallon of each of the DPR Dryvit finishes and one Outsulation Pocket Guide (DS204) having information regarding cleaning, upkeep and repair of the Dryvit Outsulation. 07240 - 2 DIVISION 7 SECTION 07240 EXTERIOR INSULATION& FINISH SYSTEM PART GENERAL 1.01 Description This section pertains to providing all labor, materials and equipment necessary to install the Field- Applied PB Dryvit. 1.02 Definitions DPR Finish: Dirt Pickup Resistant Finish — An acrylic resin finish made more durable by climatically activated molecular change called crosslinking. Through crosslinking, a smooth tough outer surface is formed which effectively shields the finish from dirt. PMR: Proven Mildew Resistance (Medallion Series) — The long lasting, non-water soluble mildewcidal chemistry that acts systemically on both mildew and fungus; an additional ingredient of an DPR finish. Mildew and fungi stains are source of significant concerns and should be controlled with PMR in western Washington. 1.03 System Description A. Design Requirements 1. Encapsulate the Dryvit insulation board with lamina at all locations. Separated from the interior of the building by a thermal barrier having at least a 15-minute finish rating. 2. The minimum slope of inclined surfaces shall not be less than 6" in 12". 3. Substrate and substrate systems a. Substrate system definition shall not exceed L.240. b. Acceptable substrate include brick, unit masonry, concrete, exterior grade gypsum sheathing or plywood. Other Substrate shall be approved by Dryvit Systems, Inc. prior to application. C. Expansion joints are required at building expansion joints, at panel joints where substrate change, at the locations of solid sawn rim joist and where significant structural movement occurs. 4. Below grade, sill and trimless parapet a. Provide Dryflex as a waterproof adhesive and base coat for the outsulation System at sills, parapet and slope details. b. Provide Dryflex as the adhesive to attached extruded polystyrene insulation at below grade applications. 07240 - 1 2.06 Perimeter Foundation Insulation Manufacturer: Amspec Styrofoam SM Type: Rigid thermal insulation, 2" thick x 24" vertical at slab on grade areas, continuous at perimeter. 2.07 Roof Drain All roof drains and piping shall be insulated and wrapped to below first floor finish grade. PART 3 EXECUTION 3.01 Installation Install all building insulation in strict accordance with manufacturer's directions and notations on plans. Fit tight with no gaps between sheets. Cut and fit material around pipes, conduit and outlet boxes, as necessary to maintain the integrity of the insulation. END OF SECTION 07200 - 2 DIVISION 7 THERMAL AND MOISTURE PROTECTION SECTION 07200 BUILDING INSULATION PART GENERAL This section pertains to providing and installation of building insulation. 1.01 Labels Deliver materials in original labeled packages. 1.02 Storage Store all materials on the site in a dry area protected from the weather. 1.03 Insulation/Membrane Compatibility Submit for approval prior to Membrane installation certification of compliance with U.L. testing and Factory Mutual Rating for Class A with Roof Membrane. PART 2 PRODUCTS 2.01 Roof Insulation - Fire Rated and Tapered for Cricket Installation Manufacturer: International Permalite Type: Rigid Perlite board minimum 3/4" thickness and tapered as indicated on drawings. Stagger all joints, both directions. 2.02 Roof Insulation Manufacturer: Provide certification of compatibility with Owens-Corning membrane. Type: AC foam, glass Fiber Reinforced Poly-isocyanurate Foam with thicknesses to provide R-rating indicated on plans. Provide top sheet and backing sheet as required for compatibility with membrane. R-38 at Hotel; R-30 at Restaurant and Office Building. 2.03 Interior Stud Wall Insulation Manufacturer: Owens-Corning Fiberglass Type: Unfaced fiberglass batt, 3-1/2" thick, R-13. 2.04 Sound Attenuation Insulation Manufacturer: OCF Semi-rigid un-faced batts Type: 3-1/2" thick walls and ceilings as noted on drawings 2.05 Exterior Stud Wall Insulation Manufacturer: Owens Corning Fiberglass Type: Foil faced fiberglass batt, 5-1/2" thick, R-19. 07200 - 1 I ea. Catch 46 US26D 1 ea. Pull 4484 US4 Cabinet Drawers To have; 1 pr. Drawer slide 1395 1 ea. Pull 4484 US4 2.03 Moulding,Trim, Base Type: Trim 1/2" x 2" Beveled Base: 1/2" x 2-1/2" Bullnose Species: Oak, stain grade, or as noted on plans. PART 3 E)MCUTION 3.01 Inspection and Preparation A. Inspection: Examine and coordinate related work and adjacent surfaces prior to starting work of this section. Commencing finished carpentry work in each location constitutes acceptance of condition of subsurfaces and materials. Require removal and repair of substandard work. B. General Requirements 1. Prime and Backprime: Prime and backprime in accordance with Painting Section 09900. 2. Millwork Installation: Do not install millwork until adjacent surfaces are thoroughly dry. END OF SECTION 06200 - 2 DIVISION 6 WOOD AND PLASTICS SECTION 06200 FINISH CARPENTRY AND MILLWORK PART GENERAL 1.01 Description Provide and install finish carpentry items indicated, including closed shelving, millwork, cabinets, hand rails, mouldings, and trim. Hang wood doors, windows, install hardware. 1.02 Delivery, Handling and Storage Deliver materials at specified moisture content. Protect material from moisture damage during delivery and storage. Prime and back-prime all cabinets, and finish wood trim prior to delivery at the job. 1.03 Shop Drawings Architect to be provided with copies of shop drawings of all millwork prior to fabrication as called for in these Specifications. PART 2 PRODUCTS 2.01 Materials A. Lumber for Finish Carpentry: Conform to AWI Custom Grade as indicated in Section 100 of AWI. 1. Softwood: Custom grade, Douglas Fir, selected for vertical grain on exposed surfaces, kiln dried at from 5 to 10 percent moisture content for interior work and from 9 to 12 percent for exterior work suitable to receive a semi-transparent stain. 2. Hardwood: Stain grade Oak 2.02 Wood Cabinets A. Provide casework for following areas, per AWI Sections 100, 200 and 400: 1. All spaces as detailed on plans to have cabinets in AWI Custom Grade, flush overlay design, with plastic laminate at countertop and all other exposed surfaces. B. Materials 1. Materials exposed to view: Fir veneer plywood, CS 1 (AWI Custom Grade). 2. Plastic Laminate: Manufacturer: Wilsonart Type: General purpose, 1/16 inch, high pressure laminate. Color: As selected from manufacturer's line of solid colors or wood grains. Surface finish: Satin or low luster surface. 3. Cabinet Hardware: Cabinet Doors To have: 1 pr. Hinges 335 US4 06200 - 1 For concrete and solid masonry anchorage, use drilled-in expansion shield and either concealed hanger bolt or exposed lag bolt, as applicable. For hollow masonry anchorage, use toggle bolts having square heads. For wood stud partitions, use In bolts set into wood backing between studs. Coordinate With stud installations for accurate location of backing members. For steel framed gypsum board assemblies, fasten brackets directly to steel framing or concealed anchors using self-tapping screws of size and type required to support structural loads. Expansion joints: Provide expansion joints at locations indicted, or if not indicated, at intervals not to exceed 40 feet. Provide slop joint with internal sleeve extending 2 inches beyond joint on either side; fasten internal sleeve securely to one side; locate joint within 6 inches of posts. 3.05 Installation of Bollards Anchor bollards in concrete by means of pipe sleeves preset and anchored into concrete. After bollai ds have been inserted into sleeves, fill annular spacc betwccn bollard and sleeve solid with nonshrink, nonmetallic grout, mixed and placed to comply with grout manufacturer's directions. 3.06 Adjusting and Cleaning Touch-Up Painting: Cleaning and touch-up painting of field welds, bolted connections, and abraded areas of the shop paint on miscellaneous metal is specified in Division 9 Section "Painting" of these specifications. For galvanized surfaces clean welds, bolted connections and abraded areas and apply galvanizing repair paint to comply with ASTM A 780. END OF SECTION 05500 - 12 Obtain fusion without undercut or overlap. Remove welding flux immediately, At exposed connections, finish exposed welds and surfaces smooth and blended so that no roughness shows after finishing and contour of welded surface matches those adjacent. 3.03 Setting Loose Plates Clean concrete and masonry bearing surfaces of any bond-reducing materials, and roughen to improve bond to surfaces. Clean bottom surface of bearing plates. Set loose leveling and bearing plates on wedges, or other adjustable devices. After the bearing members have been positioned and plumbed, tighten the anchor bolts. Do not remove wedges or shims, but if protruding, cut off flush with the edge of the bearing plate before packing with grout. Use metallic nonshrink grout in concealed locations where not exposed to moisture; use nonmetallic nonshrink grout in exposed locations, unless otherwise indicated. Pack grout solidly between bearing surfaces and plates to ensure that no voids remain. 3.04 Installation of Steel Pipe Railings and Handrails Adjust railings prior to anchoring to ensure matching alignment at abutting joints. Space posts at spacing indicated, or if not indicated, as required by design loadings. Plumb posts ineach direction. Secure posts and railing ends to building construction as follows: Anchor posts in concrete by means of pipe sleeves preset and anchored into concrete. After posts have been inserted into sleeves, fill annular space between post and sleeve solid with the following anchoring material, mixed and placed to comply with anchoring material manufacturer's directions. Nonshrink, nonmetallic grout. Leave anchorage joint exposed, wipe off surplus anchoring material, and leave 1/8 inch build-up, sloped away from post. For installations exposed on exterior, or to flow of water, seal anchoring material to comply with grout manufacturer's directions. Anchor posts to steel with steel oval flanges, angle type or floor type as required by conditions, welded to posts and bolted to steel supporting members. Anchor rail ends into concrete and masonry with steel round flanges welded to rail ends and anchored into wall construction with lead expansion shields and bolts. Anchor rail ends to steel with steel oval or round flanges welded to rail ends and bolted to structural steel members, unless otherwise indicated. Install removable railing sections where indicated in slop-fit metal sockets cast into concrete. Accurately locate sockets to match post spacing. Secure handrails to wall with wall brackets and end fittings. Provide bracket with not less than 1- 1/2 inch clearance from inside face of handrail and finished wall surfaces. Locate brackets as indicated, or if not indicated, at spacing required to support structural loads. Secure wall brackets and wall return fittings to building construction as follows: Use type of bracket with pre-drilled hole for exposed bolt anchorage. 05500 - 11 ASTM A 123 for galvanizing both fabricated and unfabricated iron and Steel products made of uncoated rolled, pressed, and forged shapes, plates, bars, and trill 0.0299 inch thick and heavier. Preparation for Shop Priming: Prepare uncoated ferrous metal surfaces to comply with minimum requirements indicated below for SSPC surface preparation specifications and environmental exposure conditions of installed metal fabrications: Exteriors (SSPC Zone 1B): SSPC-SP6 "Commercial Blast Cleaning." Interiors (SSPC Zone IA): SSPC-SP3 "Power Tool Cleaning." Apply shop primer to uncoated surfaces of metal fabrications, except those with galvanized finish or to be embedded in concrete, sprayed-on fireproofing, or masotuy, unless otherwise indicated. Comply with requirements of SSPC-PA1 "Paint Application Specification No. 1" for shop painting. PART 3 EXECUTION 3.01 Preparation Coordinate and furnish anchorages, setting drawings, diagrams, templates, instructions, and directions for installation of anchorages, including concrete inserts, sleeves, anchor bolts, and miscellaneous items having integral anchors that are to be embedded in concrete or masonry construction. Coordinate delivery of such items to project site. Center nosing on tread widths with noses flush with riser faces and tread surfaces. Set sleeves in concrete with tops flush with finish surface elevations; protect sleeves from water and concrete entry. 3.02 Installation, General Fastening to In-Place Construction: Provide anchorage devices and fasteners where necessary for securing miscellaneous metal fabrications to in-place construction; include threaded fasteners for concrete and masonry inserts, toggle bolts, through-bolts, lag bolts, wood screws, and other connectors as required. Cutting, Fitting, and Placement. Perform cutting, drilling, and fitting required for installation of miscellaneous metal fabrications. Set metal fabrication accurately in location, alignment, and elevation; with edges and surfaces level, plumb, true, and free of rack; and measured from established lines and levels. Provide temporary bracing or anchors in formwork for items that are to be built into concrete masonry or similar construction. Fit exposed connections accurately together to form hairline joints. Weld connections that are not to be left as exposed joints, but cannot be shop welded because of shipping size limitations. Do not weld, cut, or abrade the surfaces of exterior units which have been hot-dip galvanized after fabrication, and are intended for bolted or screwed field connections. Field Welding: Comply with AWS Code for procedures of manual shielded metal-arc welding, appearance and quality of welds made, methods used in correcting welding work, and the following: Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. 05500 - 10 except where more stringent requirements are indicated: Commercial class, unless otherwise indicated. Stair Framing: Fabricate stringers of structural steel channels, or plates, or a combination thereof, as indicated. Provide closures for exposed ends of stringers. Construct platforms of structural steel channel headers and miscellaneous framing members as indicated. Bolt or weld headers to strings, newels, and framing members to strings and headers; fabricate and join so that bolts, if used, do not appear on finish surfaces. Provide subplatforms of configuration and construction indicated; if not indicated, of same metal as risers and subtreads, in thicknesses required to support design loading. Attach subplatform to platform framing members with welds. Steel Floor Plate Treads and Platform: Provide raised pattern steel floor plate in pattern indicated or, if not indicated, as selected from manufacturer's standard patterns. Form treads of inch thick raised pattern steel floor plate with integral nosing and back stiffener. Weld steel supporting brackets to stringers and treads to brackets. Fabricate platforms of raised pattern steel floor plate of thickness indicated. Provide nosing matching that on treads at all landings. Secure to platform framing members with welds. Stair Railings and Handrails: Comply with applicable requirements specified elsewhere in this section for steel pipe railings and handrails, and as follows: Railings may be bent at corners, rail returns, and wall returns, instead of using prefabricated fittings. Connect railing posts to stair framing by direct welding, unless otherwise indicated. 2.15 Ceiling Support System Provide Unistr ut 1-5/8" channel width series cold formed from strip steel. Finish shall be white to match ceiling acoustical tile grid. Provide channels as shown on drawings. The following extra accessories: 6 P3010 '/2" nuts without springs 3 M2350 '/z" — 13 eyes 3 M2150 '/z" — 13 eyes 6 '/2" x 2-1/4" — 13 bolts 6 '/2" lock washers 2.16 Finishes, General Comply with NAAM'vi i "Metal Finishes Manual" for recommendations relative to application and designations of finishes. Finish metal fabrications after assembly. 2.17 Steel and Iron Finishes Galvanizing: For those items indicated for galvanizing, apply zinc-coating by the hot-dip process compliance with the following requirements: ASTM A 153 for galvanizing iron and steel hardware. 05500 - 9 Form simple and compound curves by bending pipe in jigs to produce uniform c-arvature for each repetitive configuration required; maintain cylindrical cross-section of pipe throughout entire bend without buckling, twisting, cracking, or otherwise deforming exposed surface of pipe. Provide wall returns at ends of wall-mounted handrails, unless otherwise indicated. Close exposed ends of pipe by welding 3/16 inch thick steel plate in place or by use of prefabricated fittings, except where clearance of end of pipe and adjoining wall surface is '/a inch or less. Toe Boards: Where indicated, provide toe boards at railings around openings and at the edge of open-sided floors and platforms. Fabricate to dimensions and details indicated, or if not indicated, use 4 inches high x 1/8 inch steel plate welded to, and centered between, each railing post. Brackets, Flanges, Fittings, and Anchors: Provide wall brackets, end closures, flanges, miscellaneous fittings, and anchors for interconnections of pipe and attachment or railings and handrails to other work. Furnish inserts and other anchorage devices for connecting railings and handrails to concrete or masonry work. For railing posts set in concrete fabricate sleeves from steel pipe not less than 6 inches long and with an inside diameter not less than '/z inch greater than the outside diameter of post, with steel plate closure welded to bottom of sleeve. For removable railing posts, fabricate slip-fit sockets from steel pipe whose inside diameter is sized for a close fit with posts and to limit deflection of post without lateral load, measured at top, to not more than 1/12 of post height. Provide socket covers designed and fabricated to resist accidental dislodgement. Fillers: Provide steel sheet or plate fillers of thickness and size indicated or required to support structural loads of handrails where needed to transfer wall bracket loads through wall finishes to structural supports. Size fillers to suit wall finish thicknesses. Size fillers to produce adequate bearing to prevent bracket rotation and overstressing of substrate. For exterior steel railings and handrails formed from steel pipe with galvanized finish, galvanize fittings, brackets, fasteners, sleeves, and other ferrous components. For interior steel railings formed from steel pipe with black finish, provide nongalvanized ferrous metal fittings, brackets, fasteners, and sleeves, except galvanize anchors embedded in exterior masonry and concrete construction. 2.13 Pipe Bollards Fabricate pipe bollards from Schedule 80 steel pipe. Cap bollards with '/a inch minimum thickness steel base plate. Fabricate sleeves for bollard anchorage from steel pipe with '/a inch thick steel plate welded to bottom of sleeve. 2.14 Steel Framed Stairs General: Construct stairs to conform to sizes and arrangements indicated. Join pieces together by welding, unless otherwise indicated. Provide complete stair assemblies, including metal Framing, hangers, columns, railings, newels, balusters, struts, clops, brackets, bearing plates, and other components necessary for the support of stairs and platforms, and as required to anchor and contain the stairs on the supporting structure. NAAMM Stair Standard: Comply with "Recommended Voluntary Minimum Standards for Fixed Metal Stairs" in NAAM M "Metal Stair Manual" for class of stair designated, 05500 - 8 Fabricate units to sizes, shapes, and profiles indicated and required to receive adjacent other construction retained by framing and supports. Fabricate from structural steel shapes, plates, and steel bars of welded construction using mitered joints for field connection. Cut, drill, and tap units to receive hardware, hangers, and similar items. Equip units with integrally welded anchors for casting into concrete or building into masonry. Furnish inserts if units must be installed after concrete is placed. Except as otherwise indicated, space anchors 24 inches o.c. and provide minimum anchor units in the form of steel straps 1-1/4 inches wide x '/4 inch x 8 inches long. Galvanize miscellaneous framing and supports in the following locations: Exterior locations where indicated. Interior locations where indicted. 2.10 Miscellaneous Steel Trim Provide shapes and sizes indicted for profiles shown. Unless otherwise indicated, fabricate units from structural steel shapes, plates, and steel bars, with continuously welded joints and smooth exposed edges. Use concealed field splices wherever possible. Provide cutouts, fittings, and anchorages as required for coordination of assembly and installation with other work. Galvanize miscellaneous framing and supports in the following locations: Exterior locations where indicated. Interior locations where indicated. 2.11 Shelf and Relieving Angles Fabricate shelf and relieving angles from steel angles of sizes indicated and for attachment to concrete framing. Provide slotted holes to receive 1/4 inch bolts, spaced not more than 6 inches from ends and not more than 24 inches o.c., unless otherwise indicated. For cavity walls, provide vertical channel brackets to support shelf/relieving angles from back-up masonry and concrete. Align expansion joints in angles with indicated expansion joints in cavity wall exterior wythe. Galvanize shelf angles to be installed on exterior concrete framing. 2.12 Steel Pipe Railings and Handrails General: Fabricate pipe railings and handrails to comply with requirements indicated for design, dimensions, details, finish, and member sizes, including wall thickness of pipe, post spacings, and anchorage, but not less than that required to support structural loads. Interconnect railing and handrail members by butt-welding or welding with internal connectors, at fabricator's option, unless otherwise indicated. At tee and cross intersections, notch ends of intersecting members to fit contour of pipe to which end is joined and weld all around. Form changes in direction of railing members as follows: By mitering at elbow bends. 05500 - 7 At exposed connections, finish exposed welds and surfaces smooth and blended so that no roughness shows after finishing and contour of welded surface matches those adjacent. Form exposed connections with hairline joints, flush and smooth, using conceded fasteners wherever possible. Use exposed fasteners of type indicated or, if not indicated, Phillips flat-head (countersunk) screws or bolts. Locate joints where least conspicuous. 2.06 Steel Ladders General: Fabricate ladders for the locations shown, with dimensions, spacings, details and anchorages as indicated. Comply with requirements of ANSI A14.3. Siderails: Continuous steel flat bars, '/2 inch x 2-1/2 inches, with eased edges, spaced 18 inches apart. Bar Rungs: Round steel bars, 3/4 inch diameter, spaced 12 inches o.c. Fit rungs in centerline of side rails, plug weld and grind smooth on outer rail faces. Support each ladder at top and bottom and at intermediate points spaced riot more than 5'-0" o.c. by means of welded or bolted steel brackets. Size brackets to support design dead and live loads indicated and to hold centerline of ladder rungs clear of the wall surface by not less than 7 inches. Extend side rails 42 inches above top rung, and return rails to wall or structure unless other secure handholds are provided. If the adjacent structure does not extend above the top rung, goose-neck the extended rails back to the structure to provide secure ladder access. Provide non-slip surface on top of each rung, either by coating the rung with aluminum oxide granu!:s set in epoxy resin adhesive, or by using a type of manufactured rung which is filled with aluminum oxide grout. 2.07 Loose Bearing and LevelingPlates lates Provide loss bearing and leveling plates for steel items bearing on masonry or concrete construction, made flat, free from warps or twists, and of required thickness and bearing area. Drill plates to receive anchor bolts and for grouting as required. Galvanize after fabrication. 2.08 Loose Steel Lintels Fabricate loose structural steel lintels from steel angles and shapes of size indicated for openings and recesses in masonry walls and partitions at locations indicated. Weld adjoining members together to form a single unit where indicated. Size loose lintels for equal bearing of one inch per foot of clear span but not less than 8 inches bearing at each side of openings, unless otherwise indicated. Galvanize loose steel lintels located in exterior walls. 2.09 Miscellaneous Framing and Supports General: Provide steel framing and supports for applications indicated or which are not a part of structural steel framework, as required to complete work. 05500 - 6 2.03 Fasteners General: Provide zinc-coated fasteners for exterior use or where built into exterior walls. Select fasteners for the type, grade, and class required. Bolts and Nuts: Regular hexagon head type, ASTM A 307, Grade A. Lag Bolts: Square head type, FS FF-B-561. Machine Screws: Cadmium plated steel, FS FF-S-92. Wood Screws: Flat head carbon steel, FS FF-S-111. Plain Washers: Round, carbon steel, FS FF-W-92. Drilled-In Expansion Anchors: Expansion anchors complying with FS FF-S-325, Group VIII (anchors, expansion, [nondrilling]), Type I (internally threaded tubular expansion anchor); and machine bolts complying with FS FF-B-575, Grade 5. Toggle Bolts: Tumble-wing type, FS FF-B-588, type, class, and style as required. Lock Washers: Helical spring type carbon steel, FS FF-W-84. 2.04 Paint Shop Primer for Ferrous Metal: Manufacturer's or fabricator's standard, fast-curing, lead-free, universal modified alkyd primer selected for good resistance to normal atmospheric corrosion, for compatibility with finish paint systems indicated, and for capability to provide a sound foundation for field-applied topcoats despite prolonged exposure complying with performance requirements of FS TT-P-645. Galvanizing Repair Paint: High zinc dust content paint for regalvanizing welds in galvanized steel, with dry film containing not less than 94 percent zinc dust by weight, and complying with DOD-P-21035 or SSPC-Paint-20. Bituminous Paint: Cold-applied asphalt mastic complying with SSPC-Paint 12 except containing no asbestos fibers. Zinc Chromate Primer: FS TT-P-645. 2.05 Fabrication, General Form metal fabrication from materials of size, thickness, and shapes indicated but not less than that needed to comply with performance requirements indicated. Work to dimensions indicated or accepted on shop drawings, using proven details of fabrication and support. Use type of materials indicated or specified for various components of each metal fabrication. Weld corners and seams continuously to comply with AWS recommendations and the following: Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. Obtain fusion without undercut or overlap. Remove welding flux immediately. 05500 - 5 Welding Rods and Bare Electrodes: Select in accordance with AWS specifications for the metal alloy to be welded. 2..02 Grout and Anchoring Cement Nonshrink Metallic Grout: Premixed, factory-packaged, ferrous aggregate grout complying with CE CRD-C 621, specifically recommended by manufacturer for heavy duty loading applications of type specified in this section. Nonshrink Nonmetallic Grout: Premixed, factory-packaged, nonstaining, noncorrosive, nongaseous grout complying with CE CRD-C 621. Provide grout specifically recommended by manufacturer for interior and exterior applications of type specified in this section. Interior Anchoring Cement: Factory-prepackaged, nonshrink, nonstaining, hydraulic controlled expansion cement formulation for mixing with water at project site to create pourable anchoring, patching, and grouting compound. Use for interior applications only. Erosion-Resistant Anchoring Cement: Factory-prepackaged, nonshrink, nonstaining, hydraulic controlled expansion cement formulation for mixing with water at project site to create pourable anchoring, patching, and grouting compound. Provide formulation that is resistant to erosion from water exposure without need for protection by a sealer or waterproof coating and is recommended for exterior use by manufacturer. Available Products: Subject to compliance with requirements, products that may be incorporated in the work include but are not limited to the following: :-'Nonshrink Metallic Grouts "Metox RM"; Chem-Masters Corp. "Hi Mod Grout"; Euclid Chemical Co. "Embeco 885 and 636"; Master Builders. Nonshrink Nonmetallic Grouts: "Kemset"; Chem-Masters Corp. "Crystex"; L&M Construction Chemicals, Inc. "Masterflow 713"' Master Builders. "Sealtight 588 Grout"; W.R. Meadows, Inc. "Five Star Grout"; U.S. Grout Corp. Interior Anchoring Cement: "Por-Rok"; Minwax Construction Products Division. Erosion-Resistant Anchoring Cement: "Super Por-Rok"; Minwax Construction Products Division. 05500 - 4 Cold-Formed Steel Tubing: ASTM A 500, grade as indicated below: Grade A, unless otherwise indicated or required for design loading. Grade B, unless otherwise indicated or required for design loading. Hot-Formed Steel Tubing: ASTM A 501. Where indicated, provide tubing with hot-dip galvanized coating per ASTM A 53. Uncoated Structural Steel Sheet: Product type (manufacturing method), quality, and grade, as follows: Hot-Rolled Structural Steel Sheet: ASTM A 570, grade as follows: Grade 30, unless otherwise indicated or required by design loading. Uncoated Steel Sheet: Commercial quality, product type (method of manufacture) as follows: Hot-Rolled Steel Sheet: ASTM A 569. Galvanized Steel Sheet: Quality as follows: Structural Quality: ASTM A 446; Grade A, unless another grade required for design loading, and G90 coating designation unless otherwise indicated. Steel Pipe: ASTM A 53; finish, type, and weight class as follows: Black finish, unless otherwise indicated. Galvanized finish for exterior installations and where indicated. Type F, standard weight (schedule 40), unless otherwise indicated, or another weight, type, and grade required by structural loads. Type S, Grade A, standard weight (schedule 40), unless otherwise indicated, or another grade or weight or both required by structural loads. Gray Iron Castings: ASTM A 48, Class 30. Malleable Iron Castings: ASTM A 47, grade 32510 Brackets, Flanges and Anchors: Cast or formed metal of the same type material and finish as supported rails, unless otherwise indicated. Concrete Inserts: Threaded or wedge type; galvanized ferrous castings, either malleable iron, ASTM A 47, or cast steel, ASTM A 27. Provide bolts, washers, and shims as required, hot-dip galvanized per ASTM A 153. 05500 - 3 Infill Area of Guardrail Systems: Capable of withstanding a horizontal concentrated load of 200 lbf applied to one sq. ft. at any point in the system including panels, intermediate rails balusters, or other elements composing the infill area. 1.03 Submittals General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. Product data for products used in miscellaneous metal fabrications, including paint products and grout. Shop drawings detailing fabrication and erection of each metal fabrication indicated. Include plans, elevations, sections, and details of metal fabrications and their connections. Show anchorage and accessory items. Provide templates for anchors and bolts specified for installation under other sections. 1.04 Qualitv Assurance Fabricator Qualifications: Firm experienced in successfully producing metal fabrications similar to that indicated for this Project, with sufficient production capacity to produce required units without causing delay in the work. 1.05 Project Conditions Field Measurements: Check actual locations of walls and other construction to which metal fabrications must fit, by accurate field measurements before fabrication; show recorded measurements on final shop drawings. Coordinate fabrication schedule with construction progress to avoid delay of work. Where field measurements cannot be made without delaying the work, guarantee dimensions and proceed with fabrication of products without field measurements. Coordinate construction to ensure that actual opening dimensions correspond to guaranteed dimensions. Allow for trimming and fitting. PART2 PRODUCTS 2.01 Ferrous Metals Metal Surfaces, General: For metal fabrications exposed to view upon completion of the work, provide materials selected for their surface flatness, smoothness, and freedom from surface blemishes. Do not use materials whose exposed surfaces exhibit pitting, seam marks, roller marks, rolled trade names, roughness, and, for steel sheet, variations in flatness exceeding those permitted by reference standards for stretcher-leveled sheet. Steel Plates, Shapes, and Bars: ASTM A 36. Rolled Steel Floor Plates: ASTM A 786. Steel Bars for Gratings: ASTM A 569 or ASTM. a 36. Wire Rod for Grating Cross Bars: ASTM A 510. Steel Tubing: Product type (manufacturing method) and as follows: 05500 - 2 DIVISION 5 METALS SECTION 05500 METAL FABRICATIONS PART1 GENERAL 1.01 Description This section includes the following metal fabrications: Rough hardware. Ladders. Loose bearing and leveling plates. Loose steel lintels. Miscellaneous framing and supports for the following: Suspended operable partitions. Applications where framing and supports are not specified in other sections. Miscellaneous steel trim. Shelf and relieving angles. Structural steel door frames for overhead doors. Steel pipe railings. Metal stairs. Pipe bollards. Ceiling Support System 1.02 System Performance Requirements Structural Performance: Design, engineer, fabricate, and install the following metal fabrications to withstand the following structural loads without exceeding the allowable design working stress of the materials involved, including anchors and connections. Apply each load to produce the maximum stress in each respective component of each metal fabrication. Top Rail of Guardrail System: Capable of withstanding the following loads applied as indicated. Concentrated load of 300 lbf applied at any point nonconcurrently, vertically downward, or horizontally. Uniform load of 1001bf per linear ft. applied nonconcurrently, vertically downward or horizontally. Handrails Not Serving as Top Rails: Capable of withstanding the following loads applied as indicated. Concentrated load of 200 lbf applied at any point nonconcurrently, vertically downward or horizontally. Uniform load of 50 lbf per linear foot applied nonconcurrently, vertically downward or horizontally. 05500 - 1 Where required, reinforce joists at interior supports with single short length of joist section located directly over interior support, snap-on shoe, 30 percent side-piece lapped reinforcement, or other method recommended by joist manufacturer. Secure joists to interior support systems to prevent lateral movement of bottom flange. Field Painting: Touch-up damaged shop-applied protective coatings. Use compatible primer for Prime-coated surfaces; use galvanizing repair system for galvanized surfaces. END OF SECTION 05400 - 4 PART 3 EXECUTION 3.01 Installation General: Install metal framing systems in accordance with manufacturer's printed or written instructions and recommendations. Runner Tracks: Install continuous tracks sized to match studs. Align tracks accurately to layout at base and tops of studs. Secure tracks as recommended by stud manufacturer for type of construction involved, except do not exceed 24 inches o.c. spacing for nail or power-driven fasteners or 16 inches o.c. for other types of attachment. Provide fasteners at corners and ends of tracks. Installation of Wall Studs: Secure studs to top and bottom runner tracks by either welding or screw fastening at both inside and outside flanges. Set studs plumb, except as needed for diagonal bracing or required for nonplumb walls or warped surfaces and similar requirements. Where stud system abuts structural columns or walls, including masonry walls, anchor ends of stiffeners to supporting structure. Install supplementary framing, blocking, and bracing in metal framing system wherever walls or partitions are indicated to support fixtures, equipment, services, casework, heavy trim and furnishings, and similar work requiring attachment to the wall or partition. Where type of supplementary support is not otherwise indicated, comply with stud manufacturer's recommendations and industry standards in each case, considering weight or loading resulting from item supported. Frame wall openings larger than 2 feet square with double stud at each jamb of frame except where more than two are either shown or indicated in manufacturer's instructions. Install runner tracks and jack studs above and below wall openings. Anchor tracks to jamb studs with stud shoes or by welding, and space jack studs same as full- height studs of wall. Secure stud system wall opening frame in manner indicated. Frame both sides of expansion and control joints with separate studs; do not bridge the joint with components of stud system. Install horizontal stiffeners in stud system, spaced (vertical distance ) at not more than 54 inches o.c. Weld at each intersection. Erection Tolerances: Bolt or weld wall panels (at both horizontal and vertical junctures) to produce flush, even, true-to-line joints. Maximum variation in plane and true position between prefabricated assemblies should not exceed 1/16 inch. Installation of Joists: Install level, straight, and plumb, complete with bracing and reinforcing as indicated on drawings. Provide not less than 1-1/2 inch end bearing. Reinforce ends with end clips, steel hangers, steel angle clips, steel stud section, or as otherwise recommended by joist manufacturer. 05400 - 3 USG Industries United States Steel Wheeling Corrugating Co. 2.02 Metal Framing System Components: Manufacturers' standard load-bearing steel studs and joists of type, size, shape, and gage as indicated. With each type of metal framing required, provide manufacturer's standard steel runners (tracks), blocking, lintels, clip angles, shoes, reinforcements, fasteners, and accessories for applications indicated, as needed to provide a complete metal framing system. Materials and Finishes: For 16-gage and heavier units, fabricate metal framing components of structural quality steel sheet with a minimum yield point of 40,000 psi; ASTM A 446, A 570, or A 611. For 18-gage and lighter units, fabricate metal framing components of commercial quality steel sheet with a minimum yield point of 33,000 psi; ASTM A 446, A 570, or A 611. Provide galvanized finish to metal framing components complying with ASTM A 525 for minimum G 60 coating. Finish of installation accessories to match that of main framing components, unless otherwise indicated. Fasteners: Provide nuts, bolts, washers, screws, and other fasteners with corrosion- resistant plated finish. Electrodes for Welding: Comply with AWS Code and as recommended by stud manufacturer. Galvanizing Repair: Where galvanized surfaces are damaged, prepare surfaces and repair in accordance with procedures specified in ASTM A 780. 2.03 Fabrication General: Framing components may be prefabricated into assemblies before erection. Fabricate panels plumb, square, true to line, and braced against racking with joints welded. Perform lifting of prefabricated units to prevent damage or distortion. Fabricate units in jig templates to hold members in proper alignment and position and to assure consistent placement. Fastenings: Attach similar components by welding. Attach dissimilar components by welding, bolting, or screw fasteners, as standard with manufacturer. Wire tying of framing components is not permitted. Fabrication Tolerances: Fabricate units to a maximum allowable tolerance variation from plumb, level, and true to line of 1/8 inch in 10 feet. 05400 - 2 DIVISION 5 METALS SECTION 05400 COLD-FORMED METAL FRAMING PART1 GENERAL 1.01 Description This section relates to types of cold-formed metal framing units and may include the following: Load-bearing punched channel studs. C-shaped load-bearing steel studs. C-shaped steel joists. 1.02 Quality Assurance Component Design: Calculate structural properties of studs and joists in accordance with American Iron and Steel Institute (AISI) "Specification for Design of Cold-Formed Steel Structural Members." Welding: Use qualified welders and comply with American Welding Society (AWS) D1.3, "Structural Welding Code— Sheet Steel." Fire-Rated Assemblies: Where framing units are components of assemblies indicated for a fire- resistance rating, including those required for compliance with governing regulations, provide units that have been approved by governing authorities that have jurisdiction. Pre-Installation Conference: Prior to start of installation of metal framing systems, meet at project site with installers of other work including door and window frames and mechanical and electrical work. Review areas of potential interference and conflicts, and coordinate layout and support provisions for interfacing work. Coordinate with provisions of Division 1 Section"Project Meetings." PART 2 PRODUCTS 2.01 Manufacturers Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated in the work include but are not limited to the following: Alabama Metal Industries Corp. Angeles Metal System Dale Industries, Inc. Dietrich Industries, Inc. Marino Industries, Inc. Superior Steel Studs, Inc. 05400 - 1 �- t . r i - i 1 i �: t �- i �� connections and welded connections and to perform tests and prepare test reports. Testing agency shall conduct and interpret test, state in each report whether test specimens comply with requirements, and specifically state piny deviations therefrom. Provide access for testing agency to places where structural steel work is being fabricated or produced so that required inspection and testing can be accomplished. Testing agency may inspect structural steel at plant before shipment. Correct deficiencies in structural steel work that inspections and laboratory test reports have indicated to be not in compliance with requirements. Perform additional tests, at Contractor's expense, as necessary to reconfirm any noncompliance of original work and to show compliance of corrected work. END OF SECTION 05120 - 7 materials and roughen to improve bond to surfaces. Clean bottom surface of base and bearing plates. Set loose and attached base plates and bearing plates for structural members on wedges or other adjusting devices. Tighten anchor bolts after supported members have been positioned and plumbed. Do not remove wedges or shims, but if protruding, cut off flush with edge of base or bearing plate prior to packing with grout. Pack grout solidly between bearing surfaces and bases or plates to ensure that no voids remain. Finish exposed surfaces, protect installed materials, and allow to cure. For proprietary grout materials, comply with manufacturer's instructions. Field Assembly: Set structural frames accurately to lines and elevations indicated. Align and adjust various members forming part of coniplete fia►ue or structure before permanently fastening. Clean bearing surfaces and other surfaces that will be in permanent contact before assembly. Perform necessary adjustments to compensate for discrepancies in elevations and alignment. Level and plumb individual members of structure within specified AISC tolerances. Establish required leveling and plumbing measurements on mean operating temperature of structure. Make allowances for difference between temperature at time of erection and mean temperature at time of erection and mean temperature at which structure will be when completed and in service. Splice members only where indicated and accepted on shop drawings. Erection Bolts: On exposed welded construction, remove erection bolts, fill holes with plug welds, and grind smooth at exposed surfaces. Comply with AISC Specifications for bearing, adequacy of temporary connections, alignment, and removal of paint on surfaces adjacent to field welds. Do not enlarge unfair holes in members by burning or by using drift pins, except in secondary bracing members. Ream holes that must be enlarged to admit bolts. Gas Cutting: Do not use gas cutting torches in field for correcting fabrication errors in primary structural framing. Cutting will be permitted only on secondary members that are not under stress, as acceptable to Architect. Finish gas-cut sections equal to a sheared appearance when permitted. Touch-Up Painting: Immediately after erection, clean field welds, bolted connections, and abraded areas of shop paint. Apply paint to exposed areas using same material as used for shop painting. Apply by brush or spray to provide minimum dry film thickness of 1.5 mils. 3.02 Qualit�Control Engage an independent testing and inspection agency to inspect high-strength bolted connections and welded connections and to perform tests and prepare test reports. Owner will engage an independent testing and inspection agency to inspect high-strength bolted 05120 - 6 Provide high-strength threaded fasteners for principal bolted connections, except where unfinished bolts are indicated. Provide unfinished threaded fasteners for only bolted connections of secondary framing members to primary members (including purlins, girts, and other framing members taking only nominal stresses) and for temporary bracing to facilitate erection. High-Strength Bolted Construction: Install high-strength threaded fasteners in accordance with AISC "Specifications for Structural Joints using ASTM A 325 or A 490 Bolts." Welded Construction: Comply with AWS Code for procedures, appearance and quality of welds, and methods used in correcting welding work. Holes for Other Work: Provide holes required for securing other work to structural steel framing and for passage of other work through steel framing members, as shown on final shop drawings. Provide threaded nuts welded to framing and other specialty items as indicated to receive other work. Cut, drill, or punch holes perpendicular to metal surfaces. Do not flame-cut holes or enlarge holes by burning. Drill holes in bearing plates. Expansion Joints: Provide expansion joints in steel shelf angles when part of structural steel frame; locate at vertical brick expansion joints as indicated on drawings. 2.03 - Shop Painting General: Shop-paint structural steel, except those members or portions of members to be embedded in concrete or mortar. Paint embedded steel that is partially exposed on exposed portions and initial 2 inches of embedded areas only. Do not paint surfaces to be welded or high-strength bolted with friction-type connections. Painting: Provide a one-coat, shop-applied paint system complying with Steel Structures Painting Council (SSPC) paint System Guide No. 7.00. PART 3 EXECUTION 3.01 Erection Temporary Shoring and Bracing: Provide temporary shoring and bracing members with connections or sufficient strength to bear imposed loads. Remove temporary members and connections when permanent members are in place and final connections are made. Provide temporary guy lines to achieve proper alignment of structures as erection proceeds. Temporary Planking: Provide temporary planking and working platforms as necessary to effectively complete «ork. Setting Bases and Bearing Plates: Clean concrete and masonry bearing surfaces of bond-reducing 05120 - 5 Available Products: Subject to compliance with requirements, products that may be incorporated in the work include, but are not limited to, the following: 100 Non-Shrink Grout (Metallic); Conspec, Inc. Firmix; Euclid Chemical Co. Vibra-Foil; W.R. Grace. Ferrogrout; L & M Construction Chemicals, Inc. Embeco 885; Master Builders. Protalico; Protec Industries, Inc. Kemox G; Sika Corporation Ferrolith G; Sonneborn/Rexnord. Nonmetallic Shrinkage-Resistant Grout: Premixed, nonmetallic, noncorrosive, nonstaining product containing selected silica sands, Portland cement, shrinkage compensating agents, plasticizing and water-reducing agents, complying with CE-CRD-C621. Available Products: Subject to compliance with requirements, products that may be incorporated in the work include, but are not limited to, the following: 100 Non-Shrink Grout (Non-Metallic); Conspec, Inc. Supreme Grout; Cormix, Inc. Sure Grip Grout; Dayton Superior. Euco N.S.; Euclid Chemical Co. Crystex; L & M Construction Chemicals, Inc. Masterflow 713; Master Builders. Sealtight 588 Grout; W. R. Meadows Propak; Protex Industries, Inc. Set Non-Shrink; Set Products, Inc. Five Star Grout; U.S. Grout Corp. 2.02 Fabrication Shop Fabrication and Assembly: Fabricate and assemble structural assemblies in shop to greatest extent possible. Fabricate items of structural steel in accordance with AISC Specifications and as indicated on final shop drawings. Provide camber in structural members where indicated. Properly mark and match-mark materials for field assembly. Fabricate for delivery sequence that will expedite erection and minimize field handling of materials. Where finishing is required, complete assembly, including welding of units, before start of finishing operations. Provide finish surfaces of members exposed in final structure free of markings, burrs, and other defects. Connections: Weld or bolt shop connections, as indicated. Bolt field connections, except where welded connections or other connections or other connections are indicated. 05120 - 4 marks, rolled trade names, and roughness. Remove such blemishes by grinding, or by welding and grinding, prior to cleaning, treating, and applying surface finishes. Structural Steel shapes, Plates, and Bars: ASTM A 36. Cold-Formed Steel Tubing: ASTM A 500, Grade B. 42,000 PSI; BELOW 36,000 PSI. Hot-Formed Steel Tubing: ASTM A 501. Steel Pipe: ASTM A 53, Type E or S, Grade B; or ASTM A 501. Finish: Black, except where indicated to be galvanized. Steel Castings: ASTM A 27, Grade 65-35, medium-strength carbon steel. Headed Stud-Type Shear Connectors: ASTM A 108, Grade 1015 or 1020, cold-finished carbon steel with dimensions complying with AISC Specifications. Anchor Bolts: ASTM A 307, nonheaded type unless otherwise indicated. Unfinished Threaded Fasteners: ASTM A 307, Grade A, regular low-carbon steel bolts and nuts. Provide hexagonal heads and nuts for all connections. High-Strength Threaded Fasteners: Heavy hexagon structural bolts, heavy hexagon nuts, and hardened washers, as follows: Quenched and tempered medium-carbon steel bolts, nuts, and washers, complying with ASTM A 325-N. Where indicated as galvanized, provide units that are zinc coated, either mechanically deposited complying with ASTM B 695, Class 50, or hot-dip galvanized complying with ASTM A 153. Electrodes for Welding: Comply with AWS Code. Structural Steel Primer Paint: SSPC —Paint 13. Cement Grout: Portland cement (ATM C 150, Type I or Type III) and clean, uniformly graded, natural sand (ASTM C 404, Size No. 2). Mix at a ratio of 1.0 part cement to 3.0 parts sand, by volume, with minimum water required for placement and hydration. Metallic Shrinkage-Resistant Grout: Premixed factory packaged ferrous aggregate grouting compound. 05120 - 3 1.03 Quality Assurance Codes and Standards: Comply with provisions of following, except as otherwise indicated: American Institute of Steel Construction (AISC) "Code of Standard Practice for Steel Buildings and Bridges." AISC "Specifications for Structural Steel Buildings," including"Commentary." "Specifications for Structural Joints using ASTM A 325 or A 490 Bolts" approved by the Research Council on Structural Connections. - American Welding Society (AWS)D1.1 "Structural Welding Code— Steel." ASTM A 6 "General Requirements for Delivery of Rolled Steel Plates, Shapes, Sheet Piling and Bars for Structural Use." Qualifications for Welding Work: Qualify welding procedures and welding operators in accordance with AWS "Qualification" requirements. Provide certification that welders to be employed in work have satisfactorily passed AWS qualification tests. 1.04 Delivery, Storage, and Handling Deliv;,r materials to site at such intervals to ensure uninterrupted progress of work. Deliver anchor bolts and anchorage devices, which are to be embedded in cast-in-place concrete or masonry, in ample time to not to delay work. Store materials to permit easy access for inspection and identification. Keep steel members off ground by using pallets, platforms, or other supports. Protect steel members and packaged materials from erosion and deterioration. If bolts and nuts become dry or rusty, clean and relubricate before use. Do not store materials on structure in a manner that might cause distortion or damage to members or supporting structures. Repair or replace damaged materials or structures as directed. PART 2 PRODUCTS 2.01 Materials Metal Surfaces, General: For fabrication of work that will be exposed to view, use only materials that are smooth and free of surface blemishes including pitting, rust and scale seam marks, roller 05120 - 2 DIVISION 5 METALS SECTION 05120 STRUCTURAL STEEL PART GENERAL 1.01 Description This section includes fabrication and erection of structural steel work, as shown on drawings including schedules, notes, and details showing size and location of members, typical connections, and types of steel required. Structural steel is that work defined in American Institute of Steel Construction (AISC) "Code of Standard Practice" and as otherwise shown on drawings. Miscellaneous Metal Fabrications are specified elsewhere in Division 5. 1.02 Submittals Submit the following in accordance with Conditions of Contract and Division I Specification Sections. Product data or manufacturer's specifications and installation instructions for following products. Include laboratory test reports and other data to show compliance with specifications (including specified standards). .,Structural steel (each type), including certified copies of mill reports covering chemical and physical properties. High-strength bolts (each type), including nuts and washers. Include direct tension indicators if used. Structural steel primer paint. Shrinkage-resisted grout. Shop drawings prepared under supervision of a licensed Structural Engineer, including complete details and schedules for fabrications and assembly of structural steel members, procedures, and diagrams.. Include details of cuts, connections, camber, holes, and other pertinent data. Indicate welds by standard AWS symbols and show size, length, and type of each weld. Provide setting drawings, templates, and directions for installation of anchor bolts and other anchorages to be installed as work of other sections. Test reports conducted on shop and field-bolted and welded connections. Include data on type(s) of tests conducted and test results. 05120 - 1 Install reglets and nailers for flashing and other related construction where shown to be built into masonry. 3.06 Repairing, Pointing and Cleaning Remove and replace masonry units that are loose, chipped, broken, stained, or otherwise damaged or if units do not match adjoining units. Install new units to match adjoining units and in fresh mortar or grout, pointed to eliminate evidence of replacement. Pointing: During the tooling of joints, enlarge any voids or holes, except weep holes, and completely fill with mortar. Point-up all joints including corners, openings, and adjacent construction to provide a neat, uniform appearance, prepared for application of sealants. Final Cleaning: After mortar is thoroughly set and cured, clean exposed masonry as follows: Remove large mortar particles by hand with wooden paddles and nonmetallic scrape hoes or chisels. Test cleaning methods on sample wall panel; leave 1/2 panel uncleaned for comparison purposes. Obtain Architect's approval of sample cleaning before proceeding with cleaning of masonry. Protect adjacent nonmasonry surfaces from contact with cleaner by covering them with liquid strippable masking agent, polyethylene film, or waterproof masking tape. Wet wall surfaces with water prior to application of cleaners; remove cleaners promptly by rinsing thoroughly with clear water. Job-mixed detergent solution. END OF SECTION 04200 - 6 Type S. Grout for Unit Masonry: Comply with ASTM C 476 and referenced unit masonry standard. 2.09 Concealed Flashing Materials Laminated Flashing: Manufacturer's standard laminated flashing of type indicated below: Prema Barrier — a 40 mil membrane consisting of 32 mils of pliable, highly adhesive rubberized asphalt, completely and integrally bonded to a 8 mil, high density, cross- laminated polyethylene film. Adhesive for Flashings: Of type recommended by manufacturer of flashing material for use indicated. PART 3 EXECUTION 3.01 Examination Examine conditions, with Installer present, for compliance with requirements for installation tolerances and other specific conditions, and other conditions affecting performance of unit masonry. Examine rough-in and built-in construction to verify actual locations of piping connections prior to installation. Do not proceed until unsatisfactory conditions have been corrected. 3.02 Installation General Comply with referenced unit masonry standard and other requirements indicated applicable to each type of installation included in Project. 3.03 Laying Masonry Walls Lay out walls in advance for accurate spacing of surface bond patterns with uniform joint widths and for accurate locating of openings, movement-type joints, returns, and offsets. Avoid the use of less-than-half-size units at corners,jambs, and where possible at other locations. Fill space between hollow metal frames and masonry solidly with mortar, unless otherwise indicated. 3.04 Movement (Control and Expansion) Joints General Install control and expansion joints in unit masonry where indicated. Build in related items as the masonry progresses. Do not form a continuous span through movement joints unless provisions are made to prevent in-plans restraint of wall or partition movement. 3.05 Flashing General: Install embedded flashing and weep holes in masonry at shelf angles, lintels, ledges, other obstructions to the downward flow of water in the wall, and where indicated. 04200 - 5 Wire Tie Shape: Triangular. Wire Tie Length: As required to extend within 1" of masonry veneer face. Anchor Section: Bent hot dipped metal plate with screw holes top and bottom, (16 gage) x 6" high fabricated into ell shape with projecting tab, with slotted holes for connection of wire tie specially formed to fit anchor section. Metal Fasteners for Steel Studs: Steel drill screws, #10 diameter x length required to penetrate steel stud flange by not less than 3 exposed threads, complying with ASTM C 954 except with hex washer head and neoprene washer, cadmium-plated. Available Products: Subject to compliance with requirements, masonry veneer anchors which may be incorporated in the work includes, but is not limited to, the following: "AA Wire Products; AA 401J w/AA400. 2.06 Miscellaneous Masonry Accessories Nonmetallic Expansion Joint Strips: Premolded filler strips complying with ASTM D 1056, Type 2 (closed cell), Class A (cellular rubber and rubber-like materials with specific resistance to petroleum base oils), Grade 1 (compression-deflection range of 2-5 psi), compressible up to 35 percent, of width and thickness indicated, formulated from the following material: Neoprene. Preformed Control Joint Gaskets: Material as indicated below, designed to fit standard sash block and to maintain lateral stability in masonry wall; size and configuration as indicated. Styrene-Butadiene Rubber Compound: ASTM D 2000, Designation 2AA-805. Bond Breaker Strips: Asphalt-saturated organic roofing felt complying with ASTM D 226, Type I (No. 15 asphalt felt). 2.07 Masonry Cleaners Proprietary Acidic Cleaner: Manufacturer's standard-strength, general-Purpose cleaner designed for removing mortar/grout stains, efflorescence, and other new construction stains from new masonry surfaces of type indicated below without discoloring or damaging masonry surfaces; expressly approved for intended use by manufacturer of masonry units being cleaned. 2.08 Mortar and Grout Mixes General: Do no add admixtures including coloring pigments, air-entraining agents, accelerators, retarders, water repellent agents, antifreeze compounds, or other admixtures, unless otherwise indicated. Do not use calcium chloride in mortar or grout. Mortar for Unit Masonry: Comply with ASTM C 270, Property Specification for job-mixed mortar and ASTM C 1142 for ready-mixed mortar, of types indicated below: Limit cementitious materials in mortar to portland cement-lime. For exterior, above-grade nonloadbearing walls; for other applications where another type is not indicated, use type indicated below: 04200 — 4 Hydrated Lime: ASTM C 207, Type S. Aggregate for Mortar: ASTM C 144, except for joints less than inch used aggregate graded with 100 percent passing the No. 16 sieve. Aggregate for Grout: ASTM C 404. Water: Clean and potable. 2.03_Reinforcing Steel General: Provide reinforcing steel complying with requirements of referenced unit masonry standard and this article. Steel Reinforcing Bars: Material and grade as follows: Billet steel complying with ASTM A 615. Grade 60. Deformed Reinforcing Wire: ASTM A 496. Plain Welded Wire Fabric: ASTM A 185. Deformed Welded Wire Fabric: ASTM A 497. K 2.04 Joint Reinforcement General: Provide joint reinforcement complying with requirements of referenced unit masonry standard and this article, formed from the following: Galvanized carbon steel wire, coating class as required by referenced unit masonry standard for application indicated. lain Description: Welded-wire units prefabricated 0 feet wit prefabricated corner and teeormed continuous side rods and punitsc and ross rods into straight lengths of not less t , complying with requirement indicated below: Wire Diameter for Side Rods: 0.1483 inch(9 gage). For single-wythe masonry provide type as follows with single pair of side rods: Ladder design with perpendicular cross rods spaced not more than 16 inches o.c. 2.05 Ad'ustable Masola Veneer Anchors Masonry Veneer Anchors: Two-piece assemblies Ach bu resist tension and permit s horizontal ompres differential neforces movement between wall and framework parallel to, perpendicular to, plane of wall; consisting of wire tie section and metal anchor section for attachment over sheathing to metal studs and complying with the following requirements. Wire Size: 0.1875" diameter. 04200 — 3 and from one source and producer for each aggregate. 1.04 Delivery. Storage, and Handling Deliver masonry materials to project in undamaged condition. Store and handle masonry units off the ground, under cover, and in a dry location to prevent their deterioration or damage due to moisture, temperature changes, contaminants, corrosion, and other causes. If units become wet, do not place until units are in an air-dried condition. 1.05 Proiect Conditions Protection of Masonry: During erection, cover tops of walls, projections, and sills with waterproof sheeting at end of each day's work. Cover partially completed masonry when construction is not in progress. PART 2 PRODUCTS 2.01 Brick Veneer General: Comply with requirements indicated below applicable to each form of builders face brick. Provide special shapes where indicated and as follows: Face Brick shall be 2-1/2 x 7-1/2 size. Conforming to ASTM C216, Grade SW, type FSB, as manufactured by Mutual Materials Company of Bellevue, Washington. Color and texture to be selected from manurfacturer's standard catolog stock. For lintels, corners,jambs, sash, control joints, headers, bonding, and other special conditions. Square-edged units for outside corners, except where indicated as bullnose. Size: Provide standard face brick units complying with requirements indicated below for size that are manufactured to specified face dimensions within tolerances specified by manufacturer. 2.02 Mortar and Grout Materials Portland Cement: ASTM C 150, Type I and II, except Type III may be used for cold-weather construction. Provide natural color or white cement as required to produce required mortar color. Ready-Mixed Mortar: Cementitious materials, water, and aggregate complying with requirements specified in this article, combined with set controlling admixtures to produce a ready-mixed mortar complying with ASTM C 1142. 04200 - 2 DIVISION 4 MASONRY SECTION 04200 UNIT MASONRY PART GENERAL 1.01 Description This section includes the following: Brick veneer wall facing, brick trim, wall and fountain construction. 1.02 Submittals General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. Product data for each different masonry unit, accessory, and other manufactured product indicated. Samples for initial selection purposes of the following: Unit masonry samples in small scale form showing full extent of colors and textures available for each different exposed masonry unit required. Samples for verification purposes of the following: Full size units for each different exposed masonry unit required showing full range of exposed, texture, and dimensions to be expected in complete construction Accessories embedded in the masonry. Grout mixes. Include description of type and proportions of grout ingredients. Masonry Brick units. 1.03 Quality Assurance Unit Masonry Standard: Comply with ACI 530.1/ASCE 6 "Specifications for Masonry Structures, " except as otherwise indicated. Single-Source Responsibility for Masonry Units: Obtain exposed masonry units of uniform texture and color, or a uniform blend within the ranges accepted for these characteristics, from one manufacturer for each different product required for each continuous surface or visually related surfaces. Single-Source Responsibility for Mortar Materials: Obtain mortar ingredients of uniform quality, including color for exposed masonry, from one manufacturer for each cementitious component 04200 — 1 � ' _ � a 3.04 Grouting Place non-shrinking grout under beams and steel lintels where shown. Embed members thoroughly and consistently without voids in accordance with manufacturer's instructions. 3.05 Snap-tie Holes Plug and finish all snap-tie holes as well as any other opening necessary for form work. Glue or grout plugs in place. Sack to smooth finish. 3.06 Placing Concrete Slabs All lightweight concrete to be put in place according to Portland Cement Association ST 82-2. Deposit and consolidate concrete slabs in a continuous operation, within the limits of construction joints, until the placing of a panel or section is completed. 3.07 Control Joints in Slabs Provide control joints in slabs on grade to form panels or patterns herein. Use insert (1/4") wide by 1/5 to 1/4 of the slab depth. 3.08 Trowel Finish A. Apply hard steel trowel finish to interior concrete floor slabs. B. After floating, begin the first trowel finish operation using a power-driven trowel. Begin final troweling when the surface produces a ringing sound as the trowel is moved over the surface. C. Consolidate the concrete surface by the final hand troweling operation, free from trowel marks, uniform in texture and appearance, and with a surface plane tolerance not exceeding 3 mm (1/8") in 3 m (10'-0")when tested with a 3 m(10'-0") straightedge. D. Grind smooth surface defects which would telegraph through applied floor covering system. 3.09 Miscellaneous Concrete Items Filling In: Fill in holes and openings left in concrete structures for the passage of work of other trades, unless otherwise directed, after the work of other trades is in place. Mix, place, and cure concrete as herein specified, to blend with in-place construction. Provide all other miscellaneous concrete filling to complete the work. 3.10 Cost of Concrete Testing Contractor shall provide in his base bid the costs of required concrete tests. END OF SECTION 03300 - 3 2.02 Ready-Mix Ready Mix Concrete: All concrete pours over one-half cubic yard shall be ready-mix concrete, unless otherwise app >ved by the Architect and purchased from an approved plant regularly engaged in the production of :oncrete. ASTM C94, in conjunction with the requirements of these specifications, will govern the control, manufacture, and delivery of ready-mix concrete. 2.03 Design Mixes A. All concrete shall attain a compressive strength as indicated on the drawings. The compressive strength shall be determined by tests of standard 6-X 12-inch cylinders made and tested in accordance with ASTM C3 '. and C39 specifications. Frequency of testing in accordance with ACI 318-77. B. The proportions of cement, aggregate, and water for concrete shall be subject to approval of the Architect. Refer to Structural Notes on Plans. 2.04 Vapor Barrier 6 mil. polyethylene sheet. Where possible, install without breaks or seams under slab areas, overlap necessary seams 16" minimum. 2.05 Bonding Agent Epoxy bonding agent to be concressive as manufactured by Adhesive Engineering Company, Renton, Washington. 2.06 Slab on Grade Control Joint Manufacturer: Heckman Building Products Type: Tongue and Grove Joint, 22 gauge galvanized steel 3- 1/2"-minimum with stake holes. PART 3 EXECUTION 3.01 Preparation Before placing concrete, all equipment for mixing and transporting the concrete shall be cleaned, all debris and ice shall be removed from the places to be occupies by the concrete, forms shall be thoroughly wetted (except in freezing weather) or oiled, and the reinforcement shall be thoroughly cleaned of ice or other coatings. All standing water shall be removed from place of deposit before concrete is placed unless specified or indicated on the Drawings. 3.02 Concrete Placement Place concrete within one-hour after it is mixed. Once concreting is started, it shall be carried on as a continuous operation until the placing to the panel or section is complete. Suspension of operations for more than 1-1/2 hours will not be permitted during a continuous placement and this limit may be shortened on order by the Architect. 3.03 Concrete Finishing A. Floor slabs to receive a sealer and hardener equal to: Dayton Superior J-21 Acrylic Sealer. 03300 - 2 DIVISION 3 CONCRETE SECTION 03300 CAST-IN-PLACE CONCRETE PART1 GENERAL 1.01 Related work specificii in other Sections Reinforcement in 03200. 1.02 Standards ACI 318-77 "Building Code Requirements for Reinforced Concrete." ACI 301, "Specifications for Structural Concrete" by American Concrete Institute, latest edition. ASTM C94-74a, "Ready Mixed Concrete" by American Society of testing and Materials. 1.03 Submittals A. Design Mix: submit for review and approval, prior to placing concrete, a materials list naming manufacturer of cement and admixture proposed to be used and percentages incorporated into the mix. 1.04 Environmental Concrete placement in cold weather, i.e., 40 degrees Fahrenheit or less, will be permitted only under conditions which shall meet the approval of the Architect and the concrete in place shall receive special protection. In general, cold weather placing shall conform to ACI 306-66 (Recommended Practice for Cold Weather Concreting). PART 2 PRODUCTS 2.01 Materials A. Cement: Portland cement shall be used and shall conform to ASTM C150-76a, Type I or III. Other may be used upon approval in writing by the Architect if specified. B. Aggregates: Aggregates shall consist of washed sand and gravel; fine and coarse aggregates shall be regarded as separate ingredients. Aggregates for normal weight concrete shall conform to ASTM C33- 74a. The maximum size of coarse aggregates shall not exceed 3/4". The combined aggregates, coarse and fine, shall be of such composition of sizes that when separated on the No. 4 standard sieve, the weight passing shall not be less than 30% nor greater than 50% of the total weight. C. Admixtures: All concrete used shall contain "pozzolith" by Master Builders, or an approved chemical admixture conforming to ASTM C-494-71. All admixtures shall be dispensed separately into the concrete mix in strict accordance with the manufacturer's direction. Concrete used in exterior location shall contain entrained air of 6 - 7% volume. Air-entraining admixtures shall conform to ASTM C260-74. 03300 — 1 PART 3 EXECUTION 3.01 Bar Bending All hooks or bends shall conform to bend dimensions as in CRSI "Manual of Standard Practice". Reinforcing bars shall not be bent or straightened in a manner that will injure the material. 3.02 Placing and Fastening Reinforcement The placement of bars shall conform to the recommended practices in "Placing Reinforcing Bars", as published by the Concrete Reinforcing Steel Institute. Bars shall be securely tied to prevent displacement during the concreting operation and all dowels must be wired in place before depositing concrete. All splicing of bars, concrete cover, placing tolerances, and bar spacings shall conform to "Building Code Requirements for Reinforced Concrete" (ACI 318-71), as published by the American Concrete Institute, and to recommended practices in "Reinforcing Bar Splices" by the Concrete Reinforcing Steel Institute. 3.03 _ __Special Situation and Conditions Outside concrete work shall have a brushed, anti-slip finish with bullnose edging. Outside slabs shall have a slope of 1/2" per 10' listing away from building structure. All slabs and sidewalks shall have a bullnose finish on all edges. END OF SECTION 03200 - 2 DIVISION 3 CONCRETE SECTION 03200 REINFORCEMENT PART1 GENERAL 1.01 This section pretains to the placement of steel reinforcement in cast-in-place concrete. 1.02 Standards "Manual of Standard Practice" (ACI) by American Concrete Institute. "Manual of Standard Practice" (CRSI): Concrete Reinforcing Steel Institute. 1.03 Submittals A. Shop Drawings: Submit detailed bending and placing drawings showing grade, laps, concrete cover location, shape, dimensions and number of bars required for Architect's approval before reinforcement is fabricated. 1.04 Delivery Handling Storage A. Deliver all bars to project site bundled, tagged and marked. Identify bar size, length and position corresponding to drawings. B. Protect on site from ice, mud and standing water. PART PRODUCTS 2.01 Deformed Bars Deformed steel bars for concrete reinforcement, sizes No. 3 through 11, shall be new deformed billet steel bars conforming to ASTM A615, Grade 40 and Grade 60 as indicated on drawings. The bars shall be free from rust, loose mill scale, dirt, grease or other defects that affect the strength or bond with the concrete. 2.02 Welded Wire fabric Welded wire fabric used for concrete reinforcement shall consist of cold-drawn wire. Wire used shall be smooth wire conforming to ASTM Designation A 82-76. Welded wire fabric shall conform to ASTM Designation A-185. Size as indicated on drawings. 03200 — 1 L. 7 7 I t The Contractor shall keep the seeded areas constantly moist, but not saturated, until the grass is about 3" high, at which time the Contractor shall mow the grass to 1 1/2" height. Catch Trimmings: At this time the Contractor shall reseed those areas which have failed to show a thick, even stand of specified grasses. Maintenance: It shall be the Contractor's responsibility to maintain all the landscaped area of this contract from time of installation until the project is complete, including mowing of lawn area. 3.04 Clean Up A general clean up shalt be made immediately after and as part of all work done in the area. The cleanup shall include the entire area under this contract. Adjacent areas shall be cleaned to the extent that the work done under the contract may scatter litter. 3.05 Lawn Area in Bio-Filtration After spreading topsoil uniformly, spread the following chemical fertilizers: Amount Per 1000 sq. ft. 35 lbs Nitroform 38-0-0 Slow Release Nitrogen 28 lbs Superphosphate 0-20-0 5 lbs Muriate of Potash 0-0-60 Upon completion of spreading soil and chemical fertilizers and approval, rototill the entire area to a depth of 10" several times as required to fully incorporate the topsoil with subsoil. Prepare surface for seeding: Rake, drag, roll and finish grade as required to establish a firm, even seed bed, to grades indicated with no obstructions to positive surface drainage. Remove all rocks, sticks, debris, etc., over 2" in size. Final seed bed preparation shall be done during a dry period to avoid undue compaction of the areas. Surface smoothness tolerance shall be within 1"in 10'. Upon completion and approval of the seed bed preparation, seed the area with specified seed at the specified rate, seeding one half in each direction. Lightly rake in the seed to a depth of 1/8" and roll with a 400 lb. roller. Immediately after seeding, watering operations shall commence. 3.06 Hydro-Seeded Area Cleared areas outside of bio-filtration trenches and planter areas may be graded and grubbed and re-leveled to a surface suitable for mowing with native topsoil, dragged smooth and hydro- seeded. END OF SECTION 02800 - 3 Rotten manure: Shall consist of well-rotten unleached cattle manure containing not more than 1/3 part shavings, sawdust, or refuse, and shall be free of noxious wccd or grass seed. Peat: Shall consist of fibrous sedge, wood or reed-type peat, containing less than 20% ash by dry weight. 2.02 Seed for Grass-lined Swale Note: Areas described in Paragraph 3.06 for Hydro-Seeded area. Refer bio-filtration plant material schedule on Landscape Plan. Quantity: Minimum 3 lbs. per 1000 sq. ft. Seed shall conform to the standards for "certified" grade seed or better, as outlined by the State of Washington Department of Agriculture "Rules for Seed Certificatiun", latest edition. 2.03 Staking and Guying Materials Materials as detailed on the drawings. 2.04 Landscape Sprinkler System Entire landscaped areas will have automatic sprinklers. Contractor to submit shop drawings of system, controls and piping for approval prior to landscape installation. Part 3 EXECUTION 3.01 General Installed by skilled plantsman as per first class planting and accepted horticultural practices. 3.02 Planting The Contractor shall dig tree holes a minimum of 12 inches larger and 6 inches deeper than plant roots. Backfill around roots with Prepared soil and puddle thoroughly. After water settles, fill again with prepared planting soil and water compact to a grade of not more than 1/2 inch higher than the original ball, leaving soil dished around the tree for watering purposes. Existing soil excavated from tree pits shall be disposed of. Stake trees immediately after planting. Fertilizer: Fertilizer for Trees: Trees - Two (2) 21-gram Agriform tablets 3.03 Maintenance All plant material shall be watered by thorough sprinkling as needed to keep the grounds moist, the plants healthy and to prevent wilting. Care shall be exercised to prevent soil erosion, particularly on the slopes. The Contractor shall make all necessary provisions and supply all necessary hose and sprinklers, to water the grass areas continually from the time of seeding until the grass is well established. At no time shall the areas be allowed to dry out. 02800 - 2 DIVISION 2 SITEWORK SECTION 02800 LANDSCAPING Part 1 GENERAL 1.01 General A. Work included in this Section of these specifications: Furnishing all materials, equipment and labor necessary for: The treatment of subgrade established for lawns and planted areas; topsoil placement and finished grading; soil treatment; planting of trees; protection, maintenance, guarantee and replacement of plants; and related items necessary to complete the work indicated on the drawings. Refer Deduct Alternate number 1. B. Grading and Subgrade Preparation: Prior to placing topsoil, all planting areas shall be thoroughly ripped to completely break up the soil to a depth of 6". Contractor shall be responsible for spreading topsoil previously stockpiled from construction and maintaining finish grading in all planting areas and for executing and fine grading as may be necessary or incidental to all planting operations. Finish grade must be inspected and approved prior to any planting. C. Inspection: Contractor to request inspection of planting work upon completion of all planting. Prior to final inspection, complete following work: All stakes, plant ties, and guys put in good condition. All dead, diseased, or damaged plant materials replaced. All walks and paved areas broom clean; all debris, discarded material, etc., removed from site. All work put in a neat, orderly condition, all lawn freshly mowed. D. Guarantee and Replacement: The trees on the site to be moved, shall be guaranteed for one year from date of final acceptance. Replace all dead plants and plants not in a vigorous must be of the same kind and size; planted and maintained as above. E. Planting time: Plant trees only during periods which are normal for such work, as determined by season, weather conditions and accepted practice. At the option and on the full responsibility of the Contractor, planting operations may be conducted under unseasonable conditions without additional compensation. Part 2 MATERIALS 2.01 Soil 1. Topsoil: Shall be sandy loam which shall consist largely of sand, but with enough silt and clay present to give a small amount of stability. Any topsoil to be used shall be subject to approval by Architect. 2. Prepared Soil: Planting mix shall be three-way mix consisting of one part rotten manure, two parts sandy loam, and one part peat by volume, thoroughly mixed. 02800 - 1 3.02 Sub-grade Preparation A. Structures/Footings on Excavation or Cut: After excavation bring sub-grade to underside of base slabs with minimum of 6 inches of structural fill, compacted to 95 percent maximum density. Over excavation and unsuitable material shall be replaced with structural fill. B. Building Floor Slabs: Floor slabs to set on 6 mil plastic vapor barrier. If required by site conditions, place slab on 6 inches of free draining structural fill placed in 8-inch lifts and compacted to 95 percent maximum density. 303 Sub-grade Elevation Sub-grade elevation in planting areas shall allow for specified top soil and mulch. 3.04 Backfill After completion of foundations, walls and other construction below grade, and prior to backfilling, forms shall be removed and the excavation shall be cleaned of all trash and debris. Backfill shall consist of select excavated materials or sand and gravel conforming to 2.01 B of this specification. Backfill shall be placed in horizontal layers not to exceed 8-inches thickness and compacted to 85 percent maximum density. Where backfill is placed at both sides of a wall or column, both sides shall be backfilled simultaneously in such a manner that the difference in grade will not exceed 18-inches at any time. Do not backfill walls until floor slabs or other bracing elements that will provide adequate structural restraint are in place. 3.05 Backfill Against Sub-Grade Walls No backfill shall be placed against sub-grade walls until certification is given to Architect that footing drainage has been installed and water-proofing on exterior of walls has been installed, properly cured, and inspected. 3.06 Grading Approved material taken from excavation and/or surcharge may be used for grading around structures, and against structures. Final grading shall consist of imported topsoil placed to a depth of not less than six inches over all areas within the fences. Fill areas not adjacent to the structure shall be thoroughly compacted. The contractor may accomplish compaction in these areas by systematic routing or earth moving equipment. END OF SECTION 02200 - 2 DIVISION 2 SITE WORK SECTION 02200 EARTH WORK PART1 GENERAL 1.01 Description Work in this section pertains to excavation for foundation, and utility lines. There will be no classification of excavated materials, and the term "excavation" shall include all materials excavated or removed regardless of the type, character, composition or condition of the material so excavated. It shall also include all necessary dewatering, drainage, sheeting and construction of cribs or cofferdams, if found necessary. 1.02 Site Conditions The buildings will be located as indicated on the Drawings. The Contractor shall familiarize himself of all site conditions prior to bidding. PART 2 PRODUCTS 2.01 Materials A. Structural Fill: Clean, free-draining crushed rock, with all material passing the two-inch sieve and no more than 5 percent passing the No. 200 sieve by the wet sieve method. Material shall be generally uniformly graded frorn course to fine with enough finer material to fill the voids. B. Backfill: Pit-run gravel or excavated site material free from roots or other organic material, trash, mud, muck, frozen material and large stones. C. Spoil: All excess material not required for backfill and grading. PART 3 EXECUTION 3.01 Structural Excavation Excavation shall be made to the proper depth through material of whatever nature encountered. The contractor shall at all times provide and maintain ample equipment to remove and dispose of all water entering the excavation or parts of the work, and keep said excavation dry and free of frost or ice until the structure to be built therein is completed. Contractor shall be held responsible for the conditions of any sewers, drains or other conduits or pipelines which may be used for drainage purposes and such pipes or conduits shall be cleaned and free from all sediment after use. All excavated areas shall be shored, braced and otherwise protected in accordance with Federal and State of Washington requirements. Excavated material approved for backfilling and grading shall be stockpiled as directed by the Architect. REMOVE ALL SPOIL FROM PLANT SITE. 02200 - 1 �' ., i t DIVISION I GENERAL REQUIREMENTS SECTION 01720 PROJECT RECORD DOCUMENTS 1.01 Documents Maintain at the job-site one copy of all drawings; specifications; addenda; approved shop drawings; change orders; field orders; other contract modifications; and other approved documents submitted by the Contractor in compliance with various sections of the specifications. 1.02 Identification and Maintenance Mark each of these Project Record Documents "Project-Record Copy"; maintain in good condition; available at all times for inspection by the Architect; and not used for construction purposes. 1.03 1Zecords A. Mark up the most appropriate document to show: 1. Significant changes made during construction process; 2. Significant detail not shown in the original Contract Documents. B.` The information given is to include, but is not to be limited to: 1. The location of underground utilities and appurtenances, referenced to permanent surface improvements. 2. The location of internal utilities and appurtenances concealed in building structures, referenced to visible and accessible features of the structures. C. Keep Project Record Documents current. Do not permanently conceal any work until the required information has been recorded. 1.04 Submittals Submit Project Record Drawings prior to final acceptance. END OF SECTION 01720 - 1 F i �• � r r � . c DIVISION I GENERAL REQUIREMENTS SECTION 013 50 SUBMITTALS, OPERATION AND MAINTENANCE DATA The Contractor shall compile and furnish four (4) sets of the manufacturer's operating and maintenance instructions for each piece of equipment, lighting or plumbing fixture or equipment assembly. The instructions shall be prepared by the manufacturer for the specific types or models of similar equipment. The operating and maintenance instructions shall be complete and cover, in detail, all phases of operation and maintenance of the equipment. Operation and maintenance instructions shall contain the following as a minimum: a. Approved shop drawings and equipment or fixture submittal data. b. Model, type, size and serial number of equipment or fixture furnished. c. Equipment and driver nameplate data. d. List of parts showing replacement numbers. e. Recommended list of spare parts. f. Maintenance and repair requirements including frequency and detailed instructions. g. Recommended lubricants including equivalents from Standard Oil of California, Unocal, Texaco and Shell. --h. Complete operating instructions including start-up, shutdown, adjustments, cleaning, etc. number of local representative i. Name, address and phone and authorized repair service. These manuals shall be submitted to architect for approval prior to final project acceptance and retainage payment. END OF SECTION 01350 - 1 The Contractor shall make himself aware of the conditions of these permits and shall comply with these conditions and any other regulations of the above agencies or any other agencies hawit jurisdiction over this type of work. g The Contractor shall furnish all bonds and insurances required by Owner, and shall if requested pay for any inspection and testing accomplished or furnished by them. END OF SECTION 01080-2 DIVISION I GENERAL REQUIREMENTS SECTION 01080 APPLICABLE CODES AND PERMITS PART1 GENERAL 1 01 City County Ordinances and State Laws The Contractor shall comply with the requirement over of thiscounty, of construction on and operat onnances and state s� whether or not stated herein, having specific controltype 1 02 Federal and State Pollution Control Re lations All work performed under this contract shall meet all federal, state and local pollution products, regulations. Extreme care shall be taken to insure that no lime, wet concrete, petroleum leach or otherwise silt, organic material, or other deleterious onances and regulationss are pert to aining to the prevention of enter public waters. All statutes, environmental pollution and the preservation of public natural resources) ning to work 1performed under his such statutes, ordinances, regulations or portall ions thereof., p contract, are hereby incorporated with, and made a part of this contract. It shall be the contractors responsibility to make himself aware of these provisions, and to with the coordinate specific controlling agencies. 1 U3 Laws and Code Compliance Comply with the following listed codes as a minimum, except deed editions)-.ordinances, state codes or laws are more stringent than these requirements (use la P 1. Uniform Building Code (UBC) 2. Uniform Mechanical Code (UMC) 3. Uniform Plumbing Code (UPC) 4. National Electrical Code (NEC) 5. Uniform Fire Code (UFC) 1.05 Standards Comply with the following standards as a minimum: 1. Uniform Building Code Standards, Edition 1994 2. State of Washington Energy Code, Edition 1994 3. Washington State standards for the Handicapped in toilets and building access, Americans with Disabilities Act. 1.06 Permits for this project have been secured and paid for by the The Plan Check and Building Permit Fees Owner. 01080 - 1 r. �� i OSTERGAARD ROBINSON , & ASSOC. INC. CONSULTING ENGINEERS 3705 lY)I.IIY AVE. #1 FVIi ll-',[ . WA 98201 (206) 259-6445 Ill?LLP.VIII-.: (206) 827-5854 MADE BY �:''= DATE -%�z/ 91JOB NO. � /� /CHECKED BY L�� DATE SEC N0. SHEET NO. EXCAVATION EMBANKMENT F/I STATION DIST. END AREA SUM OF VOLUME END AREA SUM OF VOLUME FT. SQ. FT. END AREA CU. YDS. SQ. FT. END AREA CU. YDS. Elv, -7 / ' �- F. f +'UBLIC WORKS DEPARTMENT Utility Division e P ity of MarysvilleNCORPORATED 1291 January 7, 1993 k,ilp Momy. 16.104 Smokey Ft. Blv(j. ill 0ii, VA 98223 RE: Fire flows in the vicinity of the proposed hotel and office complex at 168th&Smokey Point Blvd. Our records indicate that anticipated fire flows in the above mentioned area are as follows: 1) 169th St. and Smokey Point Blvd. At average day demand--2970 gallons per minute with 20 psi residual At peak day demand-- 1200 gallons per minute with 20 psi residual 2) 168th St. and Smokey Point Blvd. At average day demand--2700 gallons per minute with 20 psi residual At rxak day demand-- 1135 gallons per minute with 20 psi residual These flows are based on a computer model(cybernet version)recently done by our consultant engineers. If you have any further questions,please call me at 360-651-5100. Thank You n ,V Zo Rick Doan CNN/�1'� fp58 Utility Construction Supervisor Nr cc: Larry Larson,Public Works Superintendent Pam Ileggc, Utilities S:crctan' 80 Columbia Ave. ♦ Marysville, Washington 0 98270 O (360) 651-5100 O FAX (360) 651-5099 The following corrections and/or additions shall be incorporated into a set of working drawings, and two sets shall be resubmitted for review and approval: 1. Fire flow for this structure has been calculated to be 1500 GPM at 20 psi for 2 hours. Pursuant to 16.36.080(13) on site hydrants shall be provided. The installation of said hydrants shall comply with the following: (a) Hydrants shall be installed, tested and charged prior to the start of construction. (b) Approval of the fire hydrant type must be obtained prior to installation from the water purveyor. (c) All elements of the hydrant installation including water mains, pipes, valves and related components shall conform to the UFC, NFPA Standard 24, 1995 edition and AWWA Standard C502-94. (d) Hydrants shall have not less than 5" main valve openings with two 2-1/2" National Hose outlet ports and one 4-1/2" National Hose outlet port. (e) Storz type steamer port fittings shall be provided on hew hydrants when required by the local fire district. Contact Jerry Jacobsen, Fire Marshal for th/ _,_.,Marysville Fire Department, to determine if this will be required. (f) Hydrants shall stand plumb and be set to the finished grade. the bottom of the lowest outlet of the hydrant shall be no less than 18" above the grade and there shall be a 36" radius of clear area about the hydrant for the operation of a hydrant wrench on the outlets and control valve. The pumper port shall face'the street. (g) Hydrant visibility shall not be impaired within 75' in any direction of vehicular approach and shall be located within 15' of the road. (h) The top of the hydrant shall be color coded to designate the level of service being provided. This new hydrant is required to provide 2000 GPM minimum, so the top colored light blue. (i) Hydrants shall not be obstructed by structures, fences, vegetation or the parking of vehicles. Vehicles shall not be parked within 15 feet of a fire hydrant. (The site plan shows hydrants being placed next to parking stalls). The hydrants shall be a minimum of 50 feet from the structure, and no further than 100 feet from the fire department connection. I (k) Install blue street reflectors to indicate hydrant locations. 2. Provide this office with written verification from the water purveyor that the new hydrant provides the required minimum flow of 1500 GPM at 20 psi for 2 hours. In addition, the Smokey Point Properties Project Number: 96 109763 Page 2 of 4 I purveyor shall indicate which entity is responsible for installation, maintenance and repair of the hydrants. 3. Fire apparatus access shall comply with the following: a) Minimum width requirement is 20'. Any dead ends in excess of 150' shall be provided with a turnaround. b) Turns, bends or sweeps shall be designed at not less than 20' inside-turning radii nor less than 40' outside-turning radii. c) Roadways shall be constructed of an all-weather surface capable of supporting 25-ton vehicles. d)--Gradient for roads shall not exceed 15%. 04 )-Je� 1V Pursuant to section 1004.2 UFC a Class I standpipe is required and may be combined with the automatic sprinkler system. There shall be an outlet located at every floor level landing of every required stairway above grade and on each side of the wall adjacent to the exit opening of a horizontal exit. Outlets at stairways shall be located within the exit enclosure or in the case of pressurized enclosures, within the vestibule or exterior balcony giving access to the stairway. There shall be at least one outlet above the roof line. 5. A fire alarm system is required for the hotel and requires a separate application and permit. Buildings which are required to have accessible building facilities shall include both audible and visible alarms. Alarm devices shall be located in all accessible sleeping accommodations and common use areas including toilet rooms and bathing facilities, hallways and lobbies. 6. Hotel. Smoke detectors shall be provided in all common areas and interior corridors in addition to the guest rooms. Heat detectors shall be provided in all common areas such as recreational rooms, laundry rooms, furnace rooms and similar areas. 7. Hotel. Rescue windows shall be maintained free of any obstruction including bars, grates or similar devices which would inhibit egress unless the device is equipped with approved release mechanisms that are openable from the inside without the use of a key or special knowledge or effort. 8. Exit doors throughout the complex. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Manually operated edge- or surface- mounted flush bolts and surface bolts are prohibited. When exit doors are used in pairs and approved automatic flush bolts are used, the door leaf having the automatic flush bolts shall have no door knob or surface-mounted hardware. The unlatching of any leaf shall not require more than one operation. Smokey Point Properties Project Number. 96 109763 Page 3 of 4 1 9. Hotel. A diagram depicting two evacuation routes shall be posted on or immediately adjacent to every required exit door from a sleeping room. 10. Hotel and Office. Stairway identification signs shall be located at each floor level in all enclosed stairways. The sign shall identify the stairway, whether there is roof access, the floor level and the upper and lower terminus of the stairway. The sign shall be located approximately 5 feet above the floor landing in a position which is readily visible when the door is open or closed. 11. Portable extinguishers are intended as a first line of defense to cope with fires of limited size. The minimum size allowed for your occupancy is a 2A-10B:C rated unit. Extinguishers shall be visible and accessible and mounted no higher than 54 inches from the floor. They shall be located along normal paths of travel, including exits, and the travel distance to the extinguisher from any given point shall not exceed 75 feet. Locations as depicted on the plans are approved, however additional units may be required upon completion of the tenant spaces. 12. Sprinkler system. A separate permit application and plans shall be submitted for review and approval. 13. Approved numbers or addresses shall be placed on all new buildings in such a position as to be ;Mainly visible and legible from the street or road fronting the property. Numbers shall contrast with their background. Should you have any questions regarding the above requirements please feel free to contact me at (425) 388-3557. Sincerely, Pamela M. Miller Larry Blanchard Fire Plan Review Snohomish County Fire Marshal Smokey Point Properties Project Number. 96 109763 Page 4 of 4 i l�, r OSTERGAARD ROBINSON , & ASSOC. INC. CONSULTING ENGINEERS 3705 C01,11Y AVE II l:VrRrl-1, %VA 9H2O1 (206) 259.6445 Bri.I.F.VIIr: (206)927-5934 MADE BY DATE LD 2/ JOB NO. -/ 3 CHECKED BY DATE SEC NO. SHEET NO. EXCAVATION Cu,'�' EMBANKMENT Fi STATION DIST. END AREA SUM OF VOLUME END AREA SUM OF VOLUME FT. SQ. FT. END AREA CU. YDS. SQ. FT. END AREA CU. YDS. Elv, 7 23 S E l a 72 /95 S$ 3/800 //700 e-w%.c>( �r I I MANJjAL .... . ....... SMOKEY POINT PROPE.RTIES y (sARY 13'' jNS0N, ARCHITECrfS 95c--1175 OCTOBER 20,-1997 i I 0999-69Z(SZti) :mod bi I£-ZSZ(SZb) :auogdalas IOZ86 VM `113lana saAt'H I I K 173lg 1 IaagS aJLIJS uaai$iang -aagxiomg'jV3lKVH091 £186-I8Z(90Z) :mod ZZ,8-18Z(90Z) :ouogdolol 61186 dM `all;L'aS isaM anuan'V gluaZ IZ61 s3172100ssv W uosugiv mi uoNa word.L09'I9 LIS£-8SZ(SZt7) :xLd 9fl79-69Z(SZ0 :ouogdalas IOZ86 dM `110-Iang anuan'V Aglo0 O£9£ salaioossV V uosu►gog-pi-eu$iaas0 ZIg�IIJN�'II11I0 £LOL-LZS(90Z) :ouogdolaZ 90I86 VM `a1lit'aS EXanuanV IBIS ZSStb silE,N suintluuJ ialad 2i3aNIJNa Tv'l 1,L0f xLS 0£I8-Zt,L(5Z0 :mod £SIZ-ZSZ(SZV) :ouogdolas 1OZ86 `dM `IIaiang onuanV 6glo0 ZiBZ simmow `uosuglea for J LN�'Z'If1SN00 �II2id A-do LDTMC[IVI0Idd0 1L/1//19'3i' i!:41 �uc.:'i7iJ7�� iiALlS�IEi� t:;ff:'t(•lill'tS r-r-��.i� ��_ International Conference .of Building Officials Raport No. 157E RESEAVCH COMMITTEE REPORT September,197; which ue to be pro;•cued mast bn clean and &V end flee (For T,tONOK07E TYPE htK-4 AND l.iK� dust,all, rcmo or rrry other subsnc tsts whi6 would prevent FIREPROOFING g Yr.• ZONOLITE CONSTRUCTION PRODUCTS DM5ION adhesion. Steal beams and columns may i>a pointed or un;)asntec W.A. C%kcE ac CO. Identifications The Material is fvr,llsbed in f.:;s bearing a 25DO SOUTff GAMSEY S711LEET Uoderwriters Lsberatories, Inc. clas"ficatlon marking. SANTA ANA, CALIFORNIA 92707 SOtrTFtwt57 Vs".nt.ssCL(WTsi CO. III. Evidence Submitted, The resulb of fire endtsranc+ tests ter POSY orr'ir v u0X$2/7 submitted. ALBVQVLTtQVE. NE%V MEXr00 ST10T Findings I. Subjects Monokote MK4 and MK-5 F1101`009139, IV. Findings, That the Mo^oknte 'Type MK4 and MKz Firs ll. Descriptio°s Ceoeralr biK4 and MK.5 direct-to-steel fire- proofing as manufactured by the listed companies Is en Atems proo6Ay mn and floor cv- materials are mill-mixed eernentitiouc materiels whim+ ere method of fire pro!ecticn for steeltbcarn, coluding Code rub) tssachluo 'PIA to fire protect steel et>7returul framing mernbert struction to that sprcillcd in the t niform 8ui1 and steel Hoor or roof sections. The materials differ In their exact to the fal{owinit conditions( comrpsitiuns which are of ■ proprietary nature. Both ionnulstions 1. The Material V applied as set forth in this report. are free of asbestos 8bera. MK-5 is applicable to a Class I interior finish all typ-s of con- structions described in Tables Nos. f slid IL 1.iK-4 is applicable to 2. The material is elassi8ad se . all types of constructions described In Tables Nos. I and 11 except 3. Type TfK4 find hiXZ SMonokote) FircVmofing is not s for sppikation to cellular steel floor or roof sections having flat lowed or a ceiling or wa I finish or exposer beam troatwe bottorn plates. at a ccilu,g height of less than a feet. Applicntiou: The material is supplied in bags and is mixed with 4, The snimmum thlehnerset are as rat forth in Tables Not. app oximat►ly, six stalloni of water per 25 pounds of material. It and 11. hu settingg characteristics and must be .Applied promptly rafter 5 Fire-reslslive ratings anitPsed to structural steel co)trn°s a mining. Cican eQuipmcnt must be used, protection of the hiK� and >•1K 3 Fir 1t iJ tr>txad In a (Jester mixer and then machJnr,•oppbed t}vough contingent upon p a oorzle with air pressure and volume adjusted to provide the proofing from the floor to a to 9K t of st 1ca�t 8 feet by i rc lee splay pattern. The matcrial is applied in one mat, dnuhling approved surfacing ma!r b s maid (niury to "It f rct. pp f trig on any face that may be tubfcctrJ to direct cantaN. t ba� when &,e thrones} is to exceed 1 inch. i'he wet density n the sn►tenal as applied through the nozzle ranges fror( 48 to 90 6, Where trench headers or hr,sdce ducts ate used the ructl. pounds per cubic foot. The in-pince density required Is appioxi• for establishing header duct (°cation front the under,, mutely 1.25 pounds per square foot per inch of thickness.This may shall be approved by the building ofFeial. be veriSed by removing one square foot of materiel and cictermin- incj the&Wity after oven drying to constant weight. Steel aurfaees This report is subject to annual 1`11-esstm12atloo. 12/17/1997 11:41 2065277073 NALISAEC EXTREM11-IES FADE 0 Page 2 of 2 Report No. 1578 TADLE NO.1--MINIMUM THICKNESS(IN INCHES)OF TYPE MK.4 AND TABU No.1--iCentlAuea) ^ M0(MONDKOTE)FIREPROOFING FOR FLOORS,ROOFS AND COEUMMS TV?[ Of CONSTRVC110R 4NR. ii1R• 3'Na• 1•Nl. TYIC Or CONSTRUCTION 4-MR. S•NN• a•Ne• e•Mp• One and one-half-inch-deep all fluted l'hreR•indr deep Cellular steel floor or (single plate) or cellular 71clate! floor or ( panels (fluted top Plato end Bat I roof Panels (flutedroo top Piero and flat bottom p sto) used in con)unctlon with bottom plate) with flutes Inches minimum K K % AID Butch (swgle Plato) Hone or roof of of concrete over flutes and Type MK deck with 2ti5 inches minimum of Con (AS) (Alonokote) Fireproofing applied dl• crete over Hates and Type MK 1 Mono- (T) to the soft of the creel ponds (T) following sof5t contour kart) Fireproofing applied directly to the aoifit of the panels following the Structural steel colwnns with Ty�+a MK contours `� (Monokote®) Fircproo9og applitd dl• 2 lsi� �I'A Ki Thrte-inch-den all cellular steel floor / rectly to Web and Ganges or roof pun fluted top Dbte and Hat Structural steel columns having a sec- bottom pie!e) v,lth 245 inches minimum 7a % uon ear_,l to nr gg**eater than a W14s228 of eoocrcte over flutes and Type MK column with Typ, MK (Nfonokote) I1A % % (Mcnokote) Fi,eprooGof applied di- Fireproofing applied directly to the we ,.may to the steel panels and flanges fh er inch deep all fluted steel Hoor or yp� rod panels (Single plate) with 2% r(A) llolctr ott'nrwiae lr.dtc.ted, tb• .Fa'Eh7-�e�'mnuat olTlhlc�uh inches trunimurn of concrete over flutes (Be) % F•l,ap coint ••. a�rr•ae �•tuee ; and Type MK (Monukote) Fireproofing 1 or■r bS t•cD ,boll eat be Included w ee Type rnrfofna ilrs a•enr•• applied directly to the steel panels fol. (T) (Doom'oftt 06led Itl Fred orfon•Uo fist Dm o«s�voor bovine a fat lowing tho oontotir 1k,-•er P1.1e. (7 la tT•required U,Ictrret+ ecron lire ton of tb• aural fluted steel scctiom. subu�pt I t 1 loUo via` ryrrttw4 D or T 1 Be or 7s1 Ind{ca1<, One and one•Falf-inch-deep Ua Isola lhtckoen at rtoulr,d Inc thn bottom Is1) ue Top (T) D Boor or roof p"el-s with web indents- required for the tide,of ltio Ruled ,eetlens. h. dons (sul{fle sheet) and 2',,-inch mini- 'Apl r•� vlfed header, lrolc l • with IIe oca.add t:onsl th�Lne,ro �of tt ut.d pv�id.d they era p30 Ould mum rein creed concrete slab over flutes rypo Rt1C with flutes of L Outed uofu 6:1SSd. rAe luaau.d t1JrAue+ra• '(aQs-.)ed to act m a composite section �( .b.0 rteud 6 tachas byeod e.oD'[do of tD•bonder. uri1s the deck) and hype MK (Mono- kote) F(nprooSng applied directly to the soffit of the steel pancL to fill t<U uoughs to depth shown (mcasnrrd fntm TABLE He.Ili—MINimUM THICKNESS(INCHFS)Of TYPES MK4 AND button of panels) MK4(MONOKOTE)FIREPROOFING FOR BEAMS AND GIRDERS !reinforced concrete Joist MestructlOn NIKIMUaI YNICKNCSI IiNChti) M4-4 0R MK-5 vrith a cv%xirwirn 00-inch Spwi between — IRSAs untnlrsinsl Joists,a 24-Inch-thick concrete slab and KOVALY RAT[ MSIn Type MK (Monokott) FireproofingIT 4 1 2 axed directly to the soffit of slab only. Joist steel shall ilave !-inch deal coo- 9 ya 1'!� Clete cover % One and one-half-inch-deep all fluted ainglo Piste)) or ccUulsr steel floor 1 th o(r r paneb (fluted top plate add flat bottom plate) Nvlth web Lrsdenta- 'Ya s rat see are In eoolunetba with tnlolrn UIIs OSfi bebN of coea+•t•e"rr dons (duiKncd to as u a composite (B) lopbaaauofc.eors. sectlou with the concrete) with $;5 1 'Other than fatedor tp—A of arrroxUrnarely•qua!, rnaltlplo rvaa homer, incbcs rnini nun of concrete river Hates (Ts) dtirmaIoeuon or rattratnt re olio+ ouppirmeatarr )u.ttaesuoa to tkW and T)qe NIK (Morokotel Fire pproofing loci./acuoa of the buUdiny offtaL applied directly to the so tut of rho st panel► following soffit contour 12/17/1997 11:41 2065277073 NALISAEC EXI-kEMITIES PA1.aE U Payo 2 of 41 Report No.2078 S,Wo•hour resaained firs-resistivt ratings for steel decking with poly- E.Idanlifkatlnn:Each bundle is marked with customer nanx,number styrene insulsuon Dowd and Rcdco Pertnallte Pefllle Insulating coturnlrare and lenstlt of shtett in bundle and)ob number sssigned by Verco Ntanufac• described in current Evslu■ttun Report No.3336. wring Inc-The job number identifies the type. ge,Icn`th end number or ,ores or deck And the project acme.SA ARgau ANZ pieces as stamped D.Usuestrained Flr*•reslstive Ratings: 1.Typal Br N.BR.W-2 said PSHEARTRANZ" W.)Formloh when used with a structural rencrate fill have a fire-res:uive rating with reposed underside as a floor or roof deck,provided; lit. Eviderscr Submitted: Reports said analyses of lak on full-serfs a.The minimum thickness is No.22 Sauge and maximum clear span is 9 diaphragms and fire tuts tie submitted, feet.4 inches. Is.Decks Are attached"follows: (i)End weeds said support welds mustna be less than four welds for 70- FlndIn gs and 36-inch Wide decks and three welds for 24-Inch-wide decks, IV.Findings:TNAI the Verco steel floor and roof decks are alternate fill Attachment to chords or struts must be welds as required for decks t)pea of construction to those sptclfted to the I"S Unilocm Building with concrete fill to resist the diaphragm shetu Code for use as,floor an(Vor roof systarw tore"vartlW and horizoa- (iii) Side lap iseam) attachments must be bulton•punched or welded eel forces,»,bleat to the foUowlng condellorts: Along the seam at 34 inches on tenter maximum. 1. Compotita sectloass arc not used for toads which are predonsl• c. The concrete fill must tie structural Itghiweight concrete with aa8tly .Abralory. expanded shalt or slate Aggregate. 4 to 7 percent entrained air. The unit 2. ►gists wed as dlapbra.Vw: vreight of the contrite must bit 110 pounds per cubic foot, with a 28•day (A) A ooe-gird Incrass i In allowable shear value Is bete per- co mpmwivc strength.J'„of 3000 ptl and a minimum thickrA"about the seated for boruental fore". top flange of the deck of 3'/.inches. (b) AUowsbl* shear values an As Ott fart` Id ilk followtag d.The urucslreined ssscmbly is assigned a one•lwnr rim-resmive rating tAbla rot the tppes of deck involved. wheisihelupporlt Are minimum Wgx 171trolbeanss,and►two-hourfirs• (c) DlapArag7ndelkctlonseWricif exceed lheperwiltedrtta- rcsistivt rating when supports ate minimum Wg x 21 steel beams. Uvt defleetimit of wM Ww"n the diaphragm lord And :. One-hour and two-hour urusstraincd fiwresistive ratings for steel floor below. See Table No.XVI for dtapbrtgm f1tx11oilily decking with Zonolitc insulaiin$concrete and Inulperm Insulation board SAW defleetloauwisi10tes, Lie described in current Evaluation Report No.3,260. 3, Verikalloaddttto without acoocrtttrWisbasedoa The intlot 3 Two-hour unrestrained fire-resistive rarinp for steel decking with properties la lkble No.I of thla report• polystyrene insulation board and Redco Ptrmitlite Pcrlite insulating con. d• Special Inspection inaccordmctwllh Section 306ofthtUniform crete tie desrnbcd in current EvAluation Report No.3336. BuUding Cod*is provided for all fkld welding. 4.Firc-resistive rating with fireproofing material spray appplied to deck 3, Fir*-resistive assemblies Ara assumed to be unrestralned unleu urfdenide era des;ribed in current Eraluatlon Repoits Nos. (244.1378 and evidence suhttismiating adequate thermal restraini is submitted 1697. In addition, phugharizcd.paintcd'Types B. BR, N, W-2 and W3 to and approved by the bulldtng official. decks can be sprayed with NiK-3(Report No. 1378), DC/F(Report No. 12441 and JN(Rcport No. 1097)fireproofing materials. This report Is ubjece to rr•examinallon In two years. Gerser■I Not"i The follow Ing now%apply to all of the accompanying 1. The allowable diaphragm shears listed In the tables vein pounds per tables unless otherwise noted. linear foot. .%A& Af>rK 7YPAr 40. AAA; rf'/` bursar ItIL/J A-.9//Aa O40 Al f l .F red fit'J hP a*ta/tr l siJ1f!N�I•J� d li'�•Ji 1 � S beet �•aK .sa.at testa et a•watt Oar Asa 6 L rX"AOW wi.tay V9860 -T AiftaalffLlXe 12/17/1997 11:41 206527i073 NALIShEC EXIKEhli!IES F';tac U4 :-� 1C6Q Evaluation Service, Inc . 1' � A subs;d;ary corporation of the International Conference of Building Officials TM Report No.207y �smi✓ EVALUATION REPORT October, 1988 FIUng CN@gWy:ROOF►WALL AND FLOOR PANELS-41"ll VERCO STEEL DECKS Concretr is mode with normal rock Or expusded &hale I regatrs and VERCO MANUFACTURING,INC, mug' Mn & minimum 2&day is 2 inches a ve the i of 3, p minimum concrete fill thickness is 2 inches about the lop at the steel deck POST OFFICE BOX 14667 The deck types used with concrete fill am u follows PHUENIX,ARIZONA f1SW3 a.Typcs B•36 Formlok. I Subject:Verco Steci Decks. b.Type N 24, 11 Description: A Dock Types: 1 Types HSB, N, W2 and W3 c.IWO W2.)6 end W3.36 Formlok. I with ac Decks, a General; The decks e cold formed from steel sheets and arc Whtrt bearing kngths it reaction poirxs of decks do not Comply sinttle•flule systems that are osphatzed'psinted or galvanitcd.All gaIva- minimum values in Table No.XV111,separate analysis for wcbcrippling n noting complies with ASTt A S:5 Costing Class C1.60 a A 40 A suffix r►qui-red in ecLrordanct with U-B.C. Standard No 2).9.Section 21.917 numoci such as 8.24 indicstet a deck cover width of 24 inches. Section Rrquircmenls to 'able No. XVIIJ Apply to bAie decks and to composite properties sad minimum design thicknesses tic shown in 7xble No.1,and decks during the construction phsse only,poor 10 eoperete acquinng min,- deck profiles are shown in attached drawings. mum compressive strength. Arc spot(puddlcl welds for field assembly of steel decking must have a C.Restralned FTrs•r"191vt Radogt: 1.Typos Vercor.VercerVentlok, fusion well at least ';,.inch by 1-inch or'h-inch diatneler.Stun welds are 8 and N decks msX he used for a two-hour lire•ng'stivt roof deck with minimum I'12 inches long Minimum E60XX weld rods arc used.foot to exposed soffit,subject to the following conditions: installation, the welder must demonstrate his ability to produce the pfe- a 'fhr fill type,thickness and construction ter as set forth in EvsJuatiun untxd weld to the satisfutiOn of the welding inspector.Ste occompanyrng Report No,2434,or st kite fort)+in Table No.43-C of the code. tables lot■ilowabk dispirit aim shear and superimposed loads for euh deck b.2hr maximum clear&pan for No 26 gauge deck shall tX Iunil4d to 6 type. feet I inches and for heavier gauge deck to A foci 6 inches b.7ype N Roof Decks:The decks arc tither alvardzedor phosphaf!tcd.t e, decks ore attached to&uppexsrng tvuctural slemcnu a see fonh in painted,Galvanised decks an formed from AS hs A 446 Glade A,and the the accom an in tables. phosphatittd;painted decks wit formed from AST)4 A 61)Grade C steel. p y A Bush have a minimurn yield strength of 13,OW psi. 2 Typo&B.BR,N.W-2 or a al W-3 Formlok when used with tvucrurr- The decks ate nailable In acoustical hems that consist of 'u•in¢h. concrete fill shall have a two-hour f've•resistive(sting withexpost unde diameter per(orutiont staggered At sit iruh on center,No fin riling may be side when used as either a roof or floor,p►ovided- usumedwish the acoustical deck. A The maximum clear spur for B and BR Formlok shwa be lu iard to I: c.Typos B,HSB,SR,N,W2,assd W 3 Forrnlack Decks:The decks (set 0 inch land the W-2,W)-36 and N Ftxmlok shall be hotted to 13 fees 2 are prl vanized or phoaphaltxedtpainted and formed from the same stub as inches. Type N.having a minimum yield alrenAdr of 39,000 psi. b,The minimum gauge of sicel is No.22 manufeclurtr'a swdud gauge 2 Vercor and Vercor Vanilok Decks: The decks Ere formed from c.No eltctrical raceways ter pl&ccd in the corurtte fill. ASTM A 446 Grade E steel with a rxlvanitcd G-60 coming class in d The minimum attachments to tht supports An$1 follows: accotdancc w ith ASTM A 525.They may be used for diaphragm purposas 0)Alt end welds al each support&hall be th-inch effective dianieier ace when 4 low-strength concrete fill having a minimum depth of 2 inches spot(pwddle)welds as required for divpphrx m sheers,but there shall be not above the top rules is applied.The lightweight eonerere mug'conform 10 less than four weld&fcw B-30 And 8- 6, Itvcc for B•24,and one in e.ch the loiluwing specifications: valley for W-1,and W3 Foirmlok decks. a. Oven-dry weight,23 to 30 pounds per cubic foot, Where ate-spot welds and shcv studs coincide,the arc spot weld may be b. One•eo•six mix by volume of cement to aggngolt. eliminated c. Aggregate shall comply&a a Group i aggregate per ASTM C 332. (G)Attachment to ehorda or struts shall be welds as required for die- d. The hghlwrighl concrete mustbe tested in accordance with"Tests of phragm shear with Conceit:fill. Compressrvt Stsength of Lightweight insulating Concrete."ASTM (iii) Side] Attachments shall be button punched it feel 0 inch on Designation C493,and must have&minimum 3-inch diameter by 6- ecnret for B,N W-2 snd W-3 decks.For BR decks use a I',;•inch scares weld inch cylinder compressive suengfh of Ia0 pounds per square inch. 3 feet on center. 1.SHEARTRANZI:This consists of a special end support connection c.The minimumconcreu fill thickness above the deck sup flange must Dt weld with No. 16 gauge Z.orchannel-shaped sections for use with N-24 or either 31/+inches for structural lightweight con.rett having a unit wr,rhn of HSB-30or•36dccks ThcSHEARTRANZ2iauted6nlyAlsheucollecting 110 : 3pounds per cubic(out arid compits:ive strength of3000 psi or4": elements transverse to the corrugations.All end laps at end supports mull inches for normal-weight concrett having s unit weight of 150 ± 3 pounds be o minimum 2 inches and fastened to supports with an spot (puddle) per cubic foot,and compressive atsength of 3SW psi. welds a required by design. $ct details. The concrete fill is to be reinforced with 6 x 6—W 1.4 X W l.4 4, System 90: This system consists orgolvaniscd HSB-30 or HS8.36 gauKtweldodwirtfabric,minimum,placedatthcspprosimrtc center oflhc Ventlok decks and SHEARTRANZ.Fill consists of ZonOhu CoOcrtte with Concrete. W: and V"3 of without Insulperin Board where Zonolilt Concrete and In&ulperm Board 3. Additional foe-resiativc sting for Ty pea B, DR, Lie constructed in sccordenee with Evsluauon Report No.3260,Ste Figure Famlok deck!' No I. a One-hour rating with 2111 inches Of 3000 psi lightweight(110 pcf) The system may also be used with insulating concrett and insulation Ilructunl concrete or Pill inches of 3300 psi normal-wetgdt 115U Pcfl bond consirucicd in is"ordxnec with EvAluouon Report No.1336. concrete over top flute of dock. Allowable diaphragm&hear vol"s art presented in 1lable No.XVII b.Three-hour rating with 411.inches of 3000 psi►uuctural lightweight B Compaslto Decks for Flow+and Roofs: 1,Gerssrali Theme decks (110 pen torscrate over top flute of deck. are the sane material and finish as described above,but walk various depths 4.Oro-and two-hour restrained fire-resistive ratings for steel decking of concrete ss act forth in sccompsnying l.bles,and web and flange cm- with Zonolite insulating eanerets acid lnaulperm insulation board ate de• bossmetns designated as Formlok. Acribed in cemnt Evs)usliar Report No.32W Evaltrution reports of 1C80 Eveluarion Service,Inc,,are lnurd tofrly is prrrlde Inforesorion to Clot A members Of 1C80,8810 11-11 the rode upon wAich tht report is bated.Evaluation reports air motto be eontrrusdas representing arrtherier or arty other alntibufrr nor tprrtfirally addrrurd norar ots rndonrrnrM o+++rommradatianJot Ilse q/shr subjeetreport, TAJs►ryor!is Illegal upon indrpendrnr rears o►e1Aer NtAwirat dam rol�.Ut./Ay rAe aphraiar.The)CBo Evaluation Sorviee,Inn.,rethnirs)rr4ff A+s reviewed the use rrsuRt andlor other data,bul does raw fastru tnt Jaepinsl to mciJ6 an indrptndent ver(ricariatt. Then u rto svarsanry by ICRO Evdlualiox Service, Inc.,rrpress or insphrd,ar to oar Findlnj•'OrotArr natter 1n the rrporf a eta to Any,rohct corerrd by t)tr Wiwi- This ) ditcl4imer includes,bur is sot ViteUrd to,neremnWbikty. Page 1 OI 41 12/1.7/1997 11:41 2065277117.3 IiAL1_hL1: El,If-,Ld, II ac d_ 603.1-604.3.2 1994 UNIFORM BUILDING CODE The structural elements of Type 11 One-hour or 11-N buildings shall be of noncombustible materi- als. Floor construction of Type 11 One-hour and Type I1-N buildings shall be of noncombustible ma- terial,provided, however,that a wood surface or finish may be applied over such noncombu.tibl� material, Wally and permanent partitions of Type 11-F.R. buildings shall be of noncombustible fire-resis- tive construction,except that permanent nonbearing partitions of one-hour or two-hour fire-resis- t ive construction,which are not pan of a shaft enclosure,may have fire-retardant-treated wood(see Suction 207) within the assembly. Type lI One-hour buildings shall be of noncombustible construction and one-hour fire resistive throughout except that permanent nortbeating partitions may use fire-retardant-treated wood (see Section 207) within the assembly, provided fire-resistive requirements are maintained. Walls and permanent partitions of Type 11-N buildings shall be of noncombustible materials. lvlaterials of construction and fire-resistive requirements shall be as specified in Section 601. For requirements due to occupancy, see Chapter 3. 603,2 Structural Framework. Structural framework shall be as specified in Chapter 22 for iron and steel. Chapter 19 for concrete and Chapter 21 for masonry. 603.3 Exterior Walls and Openings. 603.3.1 Exterior walls. Exterior walls and all structural members shall comply with the require- ments specified in Section 503 and Table 5-A and the fire-resistive provisions set forth in"1able 6-A. 603.3.2 Openings in walls. All openings in exterior walls of Type IL-F.R.buildings shall conform to the requirements of Section 503.2 and Table 5-,A. 603.4 Stairway Construction. Stairways of Type 11-F.R. buildings shall be constructed of rein.- forced concrete,iron or steel with treads and risers of concrete, iron or steel. Brick.marble,the or other hard noncombustible materials may be used for the finish of such treads and risers.Stairways of'Type I Otte-hour and Type 11-N buildings shalt be of noncombustible construction. Stairways shall comply with the requirements of Chapter 10. 603.5 Roofs. Roofs shall be of noncombustible_ const�etion.except that in Type lI-F.R.and Tyre 11 One-hour buildings, roofs T!Lbe as specified in Section 602.5. Roof coverings shall be as specified in Chapter 15. SECTION 604— TYPE III BUILDINGS 604.1 Definition. Structural elements in Type III buildings maybe of any materials permitted by tills code, Type lit One-hour buildings shall be of one-hour fire-resistive construction throughout. 604.2 Structural Framework. Structural framework shall be of steel or iron as specified in Chapter 22,concrete as in Chapter 19,masonry as in Chapter 21,or wood as in Chapter 23 and this chapter. 604.3 Exterior Walls, Openings and Partitions. 604.3.1 Exterior walls. Exterior walls shall be constructed of noncombustible materials and Shal I comply with the fire-resistive requirements set forth in Section 503 and T`dbles 5-A and 6-A. 604.3.2 Openings in walls. Openings in exterior walls shall conform to the requirements of Sec- tion 503.2 and Tablo 5-A. 12/17/1937 11:41 2076527i073 NALISALO LXIKLc-UIL'o r'HUL �J2 I 1994 UNIFORM BUILDING CODE 6-A g � v : Z z z z z — Z Z y AIN a ri R � W � o. d `r p o x rn _ v v= 1r, Z Z2pCCa % $ � � �. V � •• d � c,i G. u � � cm n 82 M " 6 � z Z Z Z Z Z $ �e b•%3 ar G s Oh Gn H T... $ N N pp �Q1 �D r C ,� �i da LL aN H (A r rS N o ri Q - N Q C4 7 a C-4 IL en M Nr., N N N `�' v� � p ` w u u Yi V 0 y �n vV7 LL F I re E c r, 7 u ,«. au ` WY � W g 8 %" � �,>V v a .41 cc j .. L 12+17,"1997 11.41 2065277073 NAL1SAEC EXIkt-fi1F1ES hl,at �ii Riy U 6rzeo -tyre K. : V12- 40vAa4mos lea, aF,� No AV05F �- •i�w•�..�.^'..' ^r-'--r'. -... ..-.,•..r^�r^'t`+s^rs---•r+�c� C) ..N f�i�< . APPENDIX X. SYSTEM DESCRIPTION SKETCH AND DESIGN DATA ,%I LLBOARD,,, TEEL STUDS, GLASS FIBE.JJNSUI ATION,� ^�?x EXTRUDED POLYSTYRENE'FOAM ; ' ' ' F ��' { a.> Exterior Side: One layer of 1 in. extruded polystyrene foam applied to 15/8 x 6 x 0.043 in. steel C-section studs, spaced 24 in. o.c., with No. 6 bugle head screws with 11/4 in. dia. washers. Studs fit inside C-section tracks of same size, top and bottom, joined with No. 6, type S-12, 5/16 in. pan head screws. Full-width unfaced R-19 glass fiber insulation batts fit in wall cavity and inside the studs. Interior Side: One layer of 1/2 in. gypsum wallboard applied over 4 mil polyethylene vapor barrier to studs with No. 6 bugle head screws. R-Value: 16.2 Test No.: D2 GYPSUM WALLBOARD,-'STEEL STUDS, GLASS FIBER INSULATION, EXTRUDED POLYISOCYANURATEOAM Exterior Side: One layer of 1 in. aluminum-foil faced extruded polyisocyanurate foam applied to 15/8 x 6 x 0.043 in. steel C-sec- tion studs, spaced 24 in. o.c., with No. 6 bugle head screws with V/4 in. dia. washers. Studs fit inside C-section tracks of same size, top and bottom, joined with No. 6, type S-12, 5/16 in. pan head screws. Full-width unfaced R-19 glass fiber insulation batts fit in wall cavity and inside the studs. Interior Side: One layer of 1/2 in. gypsum wallboard applied over 4 mil polyethylene vapor barrier to studs with No. 6 bugle head screws. R-Value: 17.1 Test No.: D3 'FURRING, y'GYPSUM WALLBOARD,STEEL FIBER INSULATION, STEEL`��FURRING PLYWOOD Exterior Side: One layer of 1/2 in. plywood applied to 7/8-in.- deep hat section steel furring strips with No. 6 bugle head screws, over 15/8 x 6 x 0.043 in. steel C-section studs, spaced 48 in. o.c. Studs fit inside C-section tracks of same size, top and bottom, joined with No. 6, type S-12, 5/16 in. pan head screws. Full-width unfaced R-19 glass fiber insulation batts fit in wall cavity and inside the studs. Interior Side: One layer of 1/2 in. gypsum wallboard applied over 4 mil polyethylene vapor barrier to 7/8-in.-deep hat section steel furring strips with No. 6 bugle head screws, attached to studs. R-Value: 12.4 Test No.: D4 <<.' r APl7E70 NDIX }, SYSTEM DESCRIPTION SKETCH AND DESIGN DATA GYPSUM WALLBOARD, STEE,STUDS, GLASS FIBER INSULATION, 'bffRUDED POLYSTYRENE FOAM Exterior Side: One layer of 1 in. extruded polystyrene foam applied to 2'/2 x 35/e x 0.043 in. steel C-section studs, spaced 24 in. o.c., with No. 6 bugle head screws with 11/4 in. dia. washers. Studs fit inside C-section tracks of same size, top and bottom, joined with No. 6, type S-12, 5/16 in. pan head screws. Full-width unfaced R-11 glass fiber insulation batts fit in wall cavity and inside the studs. Interior Side: One layer of 1/2 in. gypsum wallboard applied over 4 mil polyethylene vapor barrier to studs with No. 6 bugle head screws. R-Value: 13.5 Test No.: E1 GYPSUM WALLBOARD, STEEL STUDS, GLASS FIBER INSULATION, EXTRUDED POLYSTYRENE FOAM Exterior Side: One layer of 1 in. extruded polystyrene foam applied to 15/3 x 35/8 x 0.043 in. steel C-section studs, spaced 24 in. o.c., with No. 6 bugle head screws with 11/4 in. dia. washers. Studs fit inside C-section tracks of same size, top and bottom, joined with No. 6, type S-12, 5/16 in. pan head screws. Full-width unfaced R-15 glass fiber insulation batts fit in wall cavity and inside the studs. Interior Side: One layer of 1/2 in. gypsum wallboard applied over 4 mil polyethylene vapor barrier to studs with No. 6 bugle head screws. R-Value: 15.6 Test No.: F1 " GYPSUM WALLBOARD,'STEEL STUDS, GLASS FIBER INSULATION, EXTRUDED POLYSTYRENE FOAM, STUCCO Exterior Side: Base layer of 1 in. extruded polystyrene foam applied to 1%x 35/8 x 0.033 in. steel C-section studs, spaced 24 in. o.c., with No. 6 bugle head screws with 11/4 in. dia. washers. Face layer of 3/4 in. stucco applied over wire mesh. (No tracks were used for this assembly.) Full-width unfaced R-13 glass fiber insulation batts fit in wall cavity and inside the studs. Interior Side: One layer of 1/2 in. gypsum wallboard applied over 4 mil polyethylene vapor barrier to studs with No. 6 bugle head screws. R-Value: 15.7 Test No.: F2 _ _.yam...--rS r�-T�i"1T` _ ".�'.+..�r•�-�...r. APPENDIX SYS TEM DESCRIPTION SKETCH AND DESIGN DATA GYPSUM WALLBOARD, STEEL STUDS, GLASS FIBER INSULATION, EXTRUDED POLYSTYRENE FOAM Exterior Side: One layer of 1 in. extruded polystyrene foam applied to 15/a x 35/8 x 0.043 in. steel C-section studs, spaced 12 in. o.c., with No. 6 bugle head screws with 11/4 in. dia. washers. Studs fit inside C-section tracks of same size, top and bottom, joined with No. 6, type S-12, 5/16 in, pan head screws. Full-width unfaced R-11 glass fiber insulation batts fit in wall cavity and inside the studs. Interior Side: One layer of 1/2 in. gypsum wallboard applied over 4 mil polyethylene vapor barrier to studs with No. 6 bugle head screws. R-Value: 12.4 Test No.: 132 GYPSUM WALLBOARD, STEEL STUDS, GLASS FIBER INSULATION, EXTRUDED POLYSTYRENE AM Exterior Side: One layer of 1/2 in. plywood applied over silicone foam tape, 3/4 in. wide by 5/16 in. thick, to 15/8 x 35/8 x 0.033 in. steel C-section studs, spaced 24 in. o.c., with No. 6 bugle head screws. Studs fit inside C-section tracks of same size, top and bottom, joined with No. 6, type S-12, 5/16 in. pan head screws. Full-width unfaced R-11 glass fiber insulation batts fit in wall cavity and inside the studs. Interior Side: One layer of 1/2 in. gypsum wallboard applied over 4 mil polyethylene vapor barrier to studs with No. 6 bugle head screws. R-Value: 8.3 Test No.: C1 GYPSUM WALLBOARD, STEEL STUDS, RU ED POLYSTYRENE FOAM INSULATION, GYPSUM WALLBOARD, EXT Exterior Side: One layer of 1 in. extruded polystyrene foam applied to 1% x 35/8 x 0.033 in. steel C-section studs, spaced 24 in. o.c., with No. 6 bugle head screws with 11/4 in. dia. washers. Studs fit inside C-section tracks of same size, top and bottom, joined with No. 6,type S-12, 5/16 in. pan head screws. Full-width unfaced R-11 glass fiber insulation batts fit in wall cavity and inside the studs. Interior Side: One layer of 1/2 in. gypsum wallboard applied over 4 mil polyethylene vapor barrier to studs with No. 6 bugle head screws. R-Value: 13.9 Test No.: C2 APPENDIX SYSTEM DESCRIPTION SKETCH AND DESIGN DATA GYPSUM WALLBOARD, STEEL STUDS, GLASS FIBER INSULATION, PLYWOOD, EXTRUDED POLYSTYRENE FOAM Exterior Side: Base layer of 1/2 in. plywood applied to 15/8 x 3% x 0.033 in. steel C-section studs, spaced 24 in. o.c., with No. 6 bugle head screws. Studs fit inside C-section tracks of same size, top and bottom, joined with No. 6, type S-12, 5/16 in. pan head screws. Face layer of 1 in. extruded polystyrene foam applied to studs with No. 6 bugle head screws with 11/4 in. dia. washers. Full-width unfaced R-11 glass fiber insulation batts fit in wall cavity and inside the studs. Interior Side: One layer of 112 in. gypsum wallboard applied over 4 mil polyethylene vapor barrier to studs with No. 6 bugle head screws. R-Value: 14.5 Test No.: C3 GYPSUM WALLBOARD, DOUBLE LAYER OF STEEL STUDS, GLASS FIBER INSULATION,'PLYWOOD Exterior Side: One layer of 1/2 in. plywood applied to 15/8 x 3% x 0.033 in. steel C-section studs, spaced 24 in. o.c., with No. 6 bugle head screws; 7/8 in. air space; and a second layer of 15/8 x 35/8 x 0.033 in. steel C-section studs, spaced 24 in. o.c. The two layers of studs are held together by lengths of steel C-sec- tions of same size, spaced at 32 in. o.c. vertically. Each layer of studs fit inside C-section tracks of same size, top and bottom, joined with No. 6, type S-12, 5/16 in. pan head screws. Two lay- ers of full-width unfaced R-11 glass fiber insulation batts fit in wall cavity and inside the studs. Interior Side: One layer of 1/2 in. gypsum wallboard applied over 4 mil polyethylene vapor barrier to studs with No. 6 bugle R-Value: 13.3 head screws. Test No.: C4 ,- .,'GYPSUM WALLBOARD, STEEL STUDS GLASS FIBER INSULATION, PLYWOOD Exterior Side: One layer of 1/2 in. plywood applied to 15/8 x 6 x 0.043 in. steel C-section studs, spaced 24 in. o.c., with No. 6 bugle head screws. Studs fit inside C-section tracks of same size, top and bottom, joined with No. 6, type S-12, 5/16 in. pan head screws. Full-width unfaced R-19 glass fiber insulation batts fit in wall cavity and inside the studs. Interior Side: One layer of 1/2 in. gypsum wallboard applied over 4 mil polyethylene vapor barrier to studs with No. 6 bugle head screws. R-Value: 10.1 Test No.: D1 APPENDIX SYSTEM DESCRIPTION SKETCH AND DESIGN DATA GYPSUM WALLBOARD, STEEL STUDS, GLASS FIBER INSULATION, EXTRUDED POLYSTYRENE FOAM Exterior Side: One layer of 1/2 in, extruded polystyrene foam applied to 15/6 x 35/s x 0.043 in. steel C-section studs, spaced 24 in. o.c., with No. 6 bugle head screws with 11/4 in. dia. washers. Studs fit inside C-section tracks of same size, top and bottom, joined with No. 6, type S-12, 5/16 in. pan head screws. Full-width unfaced R-11 glass fiber insulation batts fit in wall cavity and inside the studs. Interior Side: One layer of 1/2 in. gypsum wallboard applied over 4 mil polyethylene vapor barrier to studs with No. 6 bugle head screws. R-Value: 11.4 Test No.: A5 GYPSUM WALLBOARD, STEEL STUDS, GLASS FIBER INSULATION, EXTRUDED POLYSTYRENE FOAM Exterior Side: One layer of 2 in. extruded polystyrene foam applied to 15/6 x 35/s x 0.043 in. steel C-section studs, spaced 24 in. o.c., with No. 6 bugle head screws with 11/4 in. dia. washers. Studs fit inside C-section tracks of same size, top and bottom, joined with No. 6, type S-12, 5/16 in. pan head screws. Full-width unfaced R-11 glass fiber insulation batts fit in wall cavity and inside the studs. Interior Side: One layer of 1/2 in. gypsum wallboard applied over 4 mil polyethylene vapor Farrier to studs with No. 6 bugle head screws. R-Value: 18.9 " Test No.:A6 GYPSUM:WALLBOARD,-STEEL STUDS,,GLASS.FIBER INSULATION, F j � . STEEL FURRING, PLYWOOD Exterior Side: One layer of 1/2 in. plywood applied to 7/8-in.- deep hat section steel furring strips with No. 6 bugle head screws, over 15/8 x 35/8 x 0.043 in. steel C-section studs, spaced 24 in. o.c. Studs fit inside C-section tracks of same size, top and bottom, joined with No. 6, type S-12, 5/16 in. pan head screws. Full-width unfaced R-11 glass fiber insulation batts fit in wall cavity and inside the studs. Interior Side: One layer of 1/2 in. gypsum wallboard applied ZEE over 4 mil polyethylene vapor barrier to studs with No. 6 bugle head screws. R-Value: 9.3 Test No.:A7 T- ^s-,.-*c+o-yes-•e+-.r^��►c-t -•-r-- APPENDIX SYSTEM DESCRIPTION SKETCH AND DESIGN DATA GYPSUM WALLBOARD,,-STEEL STUDS,GLASS FIBER INSULATION, RING STEEL FUR :EXTRUDED POLYSTYRENE FOAM Exterior Side: One layer of 1 in. extruded polystyrene foam applied to 7/8-in.-deep hat section steel furring strips with No. 6 bugle head screws with 11/4 in. dia. washers, over 1% x 35/8 x 0.043 in. steel C-section studs, spaced 24 in. o.c. Studs fit inside C-section tracks of same size, top and bottom, joined with No. 6, type S-12, 5/16 in. pan head screws. Full-width unfaced R-11 glass fiber insulation batts fit in wall cavity and inside the studs. Interior Side: One layer of 1/2 in. gypsum wallboard applied over 4 mil polyethylene vapor barrier to studs with No. 6 bugle head screws. R=Value: 14.4 Test No.:A8 GYPSUM WALLBOARD, STEEL STUDS, GLASS FIBER INSULATION, FOAM TAPE, PLYWOOD Exterior Side: One layer of 1/2 in. plywood applied over silicone foam tape, 3/4 in. wide by 5/16 in. thick, to 1%x 35/8 x 0.043 in. steel C-section studs, spaced 24 in. o.c., with No. 6 bugle head screws. Studs fit inside C-section tracks of same size, top and ' bottom, joined with No. 6, type S-12, 5/16 in. pan head screws. Full-width unfaced R-11 glass fiber insulation batts fit in wall cavity and inside the studs. Interior Side: One layer of 1/2 in. gypsum wallboard applied over 4 mil polyethylene vapor barrier to studs with No. 6 bugle head screws. R-Value: 8.4 Test No.: A9 '�• a, i,;-'^n� a+:a•£]:r'.,�, �'•.> ,t,:, {:^' .tip _ ^:pia ._ ' ., GYPSUM.VI/ILLBOARD,STEEL STUDS,,GLASS.;FIBER INSULATION, PLYWOOD Exterior Side: One layer of 1/2 in. plywood applied to 15/8 x 3% x 0.043 in. steel C-section studs, spaced 12 in. o.c., with No. 6 bugle head screws. Studs fit inside C-section tracks of same size, top and bottom, joined with No. 6, type S-12, 5/16 in. pan head screws. Full-width unfaced R-11 glass fiber insulation batts fit in wall cavity and inside the studs. Interior Side: One layer of 1/2 in. gypsum wallboard applied over 4 mil polyethylene vapor barrier to studs with No. 6 bugle head screws. R-Value: 6.8 Test No.: 131 r •t �• 1 � j � . + r :a J� aft } L APPENDIX. . SYSTEM DESCRIPTION SKETCH AND DESIGN DATA Vft GYPSUM WALLBOARD, STEEL STUDS, GLASS FIBER INSULATION, PLYWOOD Exterior Side: One layer of 1/2 in. plywood applied to 15/8 x 35/8 x 0.043 in. steel C-section studs, spaced 24 in. o.c., with No, 6 bugle head screws. Studs fit inside C-section tracks of same size, top and bottom, joined with No. 6, type S-12, 5/16 in. pan head screws. Full-width unfaced R-11 glass fiber insulation batts fit in wall cavity and inside the studs. Interior Side: One layer of 1/2 in. gypsum wallboard applied over 4 mil polyethylene vapor barrier to studs with No. 6 bugle head screws. R-Value: 7.9 Test No.: All GYPSUM WALLBOARD, STEEL STUDS, GLASS FIBER INSULATION, EXTRUDED POLYSTYRENE FOAM Exterior Side: One layer of 1 in. extruded polystyrene foam applied to 1%x 35/8 x 0.043 in. steel C-section studs, spaced 24 in o.c., with No. 6 bugle head screws with 11/4 in. dia. washers. Studs fit inside C-section tracks of same size, top and bottom, joined with No. 6, type S-12, 5/16 in. pan head screws. Full-width ' unfaced R-11 glass fiber insulation batts fit in wall cavity and inside the studs. Interior Side: One layer of 1/2 in. gypsum wallboard applied over 4 mil polyethylene vapor barrier to studs with No. 6 bugle head screws. R-Value: 13.7 Test No.: A2 GYPSUM WALLBOARD, STEEL STUDS,:GLASS FIBER INSULATION, ,. GYPSUM WALLBOARD, EXTRUDED,POLYSTYRENE FOAM 4 Exterior Side: Base layer of 1/2 in. gypsum wallboard applied to 1% x 35/8 x 0.043 in. steel C-section studs, spaced 24 in o.c., f with No. 6 bugle head screws. Studs fit inside C-section tracks of same size, top and bottom, joined with No. 6, type S-12, 5/16 in. pan head screws. Face layer of 1 in. extruded polystyrene foam applied to studs with No. 6 bugle head screws with 11/4 in. dia. washers. Full-width unfaced R-11 glass fiber insulation batts fit in wall cavity and inside the studs. Interior Side: One layer of 1/2 in. gypsum wallboard applied over 4 mil polyethylene vapor barrier to studs with No. 6 bugle head screws. R-Value: 13.9 Test No.: A4 S Framing Details Suggested Insulation Levels for Steel Framed Construction ® (Refer to Thermal Zone Map for Steel Framing) ♦1 Zone Annual Degree- Cavity Wall Exterior Insulated Effective Wall Day Demand Insulation Construction Sheathing R-Value Blue >7000 R-19 2x6 R-10 20 R-11 2x4 R-13 21 Green 5000-7000 R-19 2x6 R-5 15 R-11 2x4 R-7 15 Yellow 4000-5000 R-19 2x6 R-2.5 12.5 R-11 2x4 R-5.0 13.5 R-19 2x6 0 10 Red <4000 R-11 2x4 0 8.5 The table is based on a stud spacing of 24-in. Windows are A builder may required more or less insulation to meet the assumed to comprise 12 percent of the total wall area and MEC, depending on the energy design approach used and have an R value of 2.0. In addition to the insulative sheath- other variables. Also, where the MEC is not mandated, ing, an exterior sheathing of 0.50 in. hardboard siding or required levels will likely be less than those shown in the equivalent is also assumed. Interior sheathing is 0.50 in. above table. gypsum wallboard with vapor barrier. The table shows that, as the energy demand declines, the 4. Equivalent Insulation Systems stud depth can be reduced. As shown for the 7000 to 6000 Sometimes it might be required to match the R-value of a degree-day range, choices can be made between using a particular wood framed construction system. For that pur- thicker insulative sheathing with a lower R-value cavity pose,the following table has been compiled showing equiv- insulation,or a thinner insulative sheathing with a higher R- alen insulation systems for steel and wood construction.As value cavity insulation. When the demand drops below indicated, the addition of an exterior sheathing of extruded 4000 degree-days, no insulation may be required to meet polystyrene (or a slightly thicker layer) is effective in I heating requirements. matching thermal performance. _ Equivalent Insulation Systems for Steel Framed Construction Wall R-Valut 13 13.5 15 20 Framing Wood Steel Wood Steel Wood Steel Wood Steel ASHRAE Ref. RW55 RW45B RW13A RW58 Cavity Insulation 12 11 11 13 11 11 12 15 R-Value 1/2" 1"XPS 5/8" 1"XPS 1" 1 1/2" 11/2" 2"XPS Ext. plywood cedar+ polyiso. XPS polyiso. Sheathing +alum. 4" brick +stucco +alum. siding siding Notes: Steel studs 35/8"x 15/8" @ 24". Wood studs nom.2"x 4" @ 16" Interior sheathing is 1/2"gypsum wallboard for both. Information on wood system is from ASHRAE Handbook. S. Other Factors In addition to the present products, builders and others Whether constructed of steel or other framing materials, should be on the alert for new insulation products that hold the overall thermal performance of the completed struc- Promise for more efficient thermal construction. Such prod- ture depends on the quality of the construction job. ucts currently under development by the insulation industry, Careful attention to insulation details, caulking around should offer more construction options in the future. , openings etc. will pay dividends. Steel framing members Reference J) are inherently straight and true, making it easier to attain E.Barbour and J.Goodrow,J.Kosney,J.E.Christian,'"Thermal quality construction. Performance of Steel-Framed Walls," NAHB Research Center,Inc.,Upper Marlboro,MD.,November 21, 1994. 6 RESIDENTIAL STEEL FRAMING 5 Framing Details (b.) Zone B. The calculations for Zone B are simplified It is based on finite-difference computer modeling and cor- because there is no framing in this zone. Sum the resistance relation with test data. The test data are within ±5% of val- values to get the total resistance (R, hr • ft2 -°FBtu), then ues determined from the graph. Its use is illustrated below take the reciprocal and multiply by the area of Zone B (0.60 for the same wall construction as the preceding example. ft2)to get the area transmittance(UA,Btu/hr•°F). From Figure 6, intersect the vertical line for a sheathing R-value of 5 with the sloping line for R-I 1 cavity insulation. Area Transmittance,Zone B Read the R-value of the wall from the left of the chart as 13. Compare the result with that obtained by the previous Component Unit Resistance,R method, 13.2.In this example,the results are within 2%. Outside air @ 15 mph 0.17 3. Suggested Insulation Levels to Meet Hardboard siding, 1/2 in. 0.67 Model Energy Code Extruded polystyrene, 1 in. 5.00 Following enactment of the Federal Energy Policy Act in Cavity Insulation 11.00 1992, States have been directed to establish energy stan- Gypsum 0.45 dards based on the Conference of American Building Code Officials (CABO) Model Energy Code (MEC). The MEC Inside air 0.61 defines various approaches for compliance. In selecting the Total.R= 18.0 appropriate insulation system for the energy demand, the UA=(1/18.0)*0.6= 0.033 added cost of increasing levels of insulation must be weight- ed against the value of the energy savings. In general, insu- 6.Calculate R-value. lation levels to meet the MEC will likely be more stringent Sum the UA values for Zones A and B to get the area than those dictated by past practice. transmittance(UA,BTU-in/hr•°F)for the basic area: Energy demands are based on maps showing contours of UA=0.033+0.033=0.066 the normal number of heating degree-days (HDD) per Divide the basic area (ft2) by the area transmittance to year, Figure 7. The HDD is based un a 65°F reference get the R-value(11r•ft2-"FIB tu): temperature; e.g. a temperature of 60°F for one day R=0.87/0.066= 13.2 would represent 5 degree-days. To develop suggested levels of insulation to meet the MEC, trade-off calcula- 2.2 NAHB Research Center Chart Method tions based on typical costs were made for energy demands from 4000 to 7000 degree-days, as indicated by The NAHB Research Center developed a simplified chart, the marked contours in Figure 7.The results are shown in Figure 6, that can be used to determine the R-value directly the table on the following page. 30 ALL WALLS O 24" O.C. Rif,R13,R15 - 3 STUD,R19 - 6" STUD R-19 CAVITY INSULATION 2S R-15 CAVITY INSULATION ai 20 3 R-13 CAVITY INSULATION iii� v'1 15 o / �-R-n CAVITY H6ULATION 10 v1 0 5 10 15 S1 EATM0 R-VALUE Figure 6.Simplified R-value chart for steel framed walls RESIDENTIAL STEEL FRAMING �j 5 Framing Details 2.Adjust stud spacing to account for effect of other framing Z = zone factor using the 12%factor. d = distance from inside or outside Adjusted spacing=flange width/framing percentage factor surface to stud flange = 1.25/.12= 10.4 in. Inside width= 1.25+ 1.3 *0.50= 1.90 in. 3.Calculate basic area of transmittance. Outside width= 1.25+ 1.3 *(1.00+0.50)=3.20 in. Basic area=adjusted spacing(ft)* 1 ft height Use the larger value,W=3.20 in. =(10.4/12)* 1 =0.87 ft2 4.Calculate zone areas. (c.) Calculate areas of Zone A (wall section with steel (a.)Find zone factor from chart,Figure 1. framing)and Zone B (wall section without steel framing). Resistivity= 1/conductivity Area Zone A = W(ft) * 1 ft height Resistivity of sheathing= 1/0.200= 1.6 = (3.2/12)* 1 =0.27 ft2 Resistivity of insulation 1/0.318 Area Zone B = Basic area-Area Zone A From Figure 4, intersect the vertical line for 1.6 with the = 0.87-0.27=0.60 ft2 solid sloping line for 3.5 in. studs with 1 in. sheathing.Read 5.Determine area transmittance(UA)for Zone A and Zone B. the zone factor from the left of the chart as 1.3. (a.) Zone A. The area conductance (CA, Btu/hr •OF) of (b.)Calculate the thermal bridge width for the stud as the each component of the wall section is calculated as the area larger of the values for the inside path(through 0.50 in.gyp- (W) times the thermal conductance (Btu/hr•ft2.OF).This is sum) and the outside path (through 1 in. extruded poly- converted to area resistance(R/A,hr•°F/Btu),then summed styrene and 0.50 in. hardboard siding) using the following to obtain total zone resistance. The reciprocal of the resis- equation(see Figure 5): tance is the area transmittance (UA, Btu/hr •OF). Note that W=m+Z*d the steel web and the insulation in the stud cavity are treated together. Their conductivity values must be divided by the where W = thermal bridge width web depth (3.42 in.), and their CA values must be summed m = stud flange width to calculate the resistance. ' l Area Transmittance,Zone A �1 Component Area x Conductance=CA Resistance=1/CA=R/A Outside air @ 15 mph 0.27 *6.0= 1.62 1/1.62=0.62 Hardboard siding, 1/2 in. 0.27* 1.5=0.41 1/0.41 =2.44 Extruded polystyrene, 1 in. 0.27 *0.20=0.05 11.05=20.00 Steel web (0.033/12)* 314/3.42=0.253 1/(0.253+0.025)=3.60 Insulation 0.27*0.318/3.42=0.025 Gypsum 0.27*2.22=0.60 1/0.60= 1.67 Inside air 0.27* 1.63=0.44 1/0.44=2.27 Total R/A= 30.6 UA= 1/30.3= 0.033 OUTSIDE PATH 1" XPS HARDBOARD SIDING J, INSIDE PATH 12" GYPSUM WALLBOARD / Figure 5.Paths for thermal bridge calculation 4 RESIDENTIAL STEEL FRAMING Framing Details "•3cra m�,r ' 1 i I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I ZONE A ZONE 8 ZONE C Figure 3. Wall zones for thermal calculations the accuracy of the ASHRAE zone method from ±15% to I. Tabulate thermal properties from ASHRAE Handbook t2%. It is based on finite difference computer modeling of or manufacturers' data. The following definitions and over 1000 walls and correction with test data. It use is illus- units apply: trated in the following example. Thermal Resistance=R=(hr•ft2•°F/Btu) Thermal Conductance=C= 1/11=(Btu/hr•ft2'°F) Wall Construction Thermal Conductivity=k=thickness x C=(Btu•in/hr•ft2'°F) Inside finish:0.50 in.gypsum wallboard Component R C k Cavity insulation:R-11 full width fiberglass batts. Air(Outside @ 15 mph) 0.17 6.00 — Outside finish: 1 in. extruded polystyrene(R-5)and 0.50 in. Hardboard siding 0.67 1.50 — hardboard siding. Steel framing: Studs 3.5 x 1.25 x 0.033 in. Extruded polystyrene 5.0 0.20 1x0.20=0.20 J @ 24 in. spacing. To account for tracks and window fram- Cavity insulation 11 0.091 3.50.091=0.318 ing, as well as studs, assume steel framing is 12% of the Steel — — 314.4 thermal transmission area. This percentage will be different Gypsum 0.45 2.22 for other stud spacings. Air(Outside @ 15 mph) 0. 11 1.63 — 3.5 , 3 6" STUOS.0. " SHEATFI'IC / 2.5 N 6I STUDS, 1.0" SHEATH NG � 2 IV � —3.5" STUDS.O.S- SHEATHNC �35" STUDS,1.0 SHEATHWO 1 0.5 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 RESISTMTY OF SHEATHING/RESISTIVITY OF INSULATION Figure 4.ORNL factors for ASHRAE zone method RESIDENTIAL STEEL FRAMING 3 Framing Details Tests Conducted Test No. Stud Size, Stud Cavity Exterior Special R-Value in. Spacing,in. Insulation Sheathing Detail Al 15/8 x 35/8 24 R-11 1/2"plywood 7.9 x 0.043 A 1 a do. 24 R-11 do. 15 mph wind 7.8 Alb do. 24 R-11 do. 750F mean 7.4 A2 do. 24 R-11 V XPS 13.7 A4 do. 24 R-11 1/2"gypsum 13.9 + VXPS A5 do. 24 R-11 1/2"XPS 11.4 A6 do. 24 R-11 2"XPS 18.9 A7 do. 24 R-11 1/2"plywood 9.3 7/8"hats A8 do. 24 R-11 V XPS+ 14.4 7/8" hats A9 do. 24 R-11 1/2"plywood 8.4 +foam tape B1 do. 12 R-11 1/2"plywood 6.8 B2 do. 12 R-11 V XPS 12.4 C 1 15/8 x 35/8 24 R-11 1/2"plywood 8.3 x 0.033 C2 do. 24 R-11 V XPS 13.9 C3 do. 24 R-11 1/2"plywood 14.5 + 1"XPS C4 do. 24 R-11 1/2"plywood two layers w/ 13.3 1/2" air space D1 15/8 x 6 24 R-19 1/2"plywood 10.1 x 0.043 D2 do. 24 R-19 111 XPS 16.2 D3 do. 24 R-19 1"polyiso. 17.1 D4 do. 48 R-19 1/2"plywood int.gyp.over 12.4 +7/8"hats 7/8"hats El 21/2 x 35/8 24 R-11 111,110S 13.5 x 0.043 F1 15/8 x 35/8 24 R-15 1"XPS 15.6 x 0.043 F2 15/8 x 35/8 24 R-13 V XPS+ no tracks 15.7 x 0.033 3/4"stucco 2. Determination of R-Value 2.1 ASHRAE Zone Method with ORNL Zone Factors The effective R-value for the wall may be determined by When calculating R-factors by the ASHRAE method,a typi- either of two methods: (L) calculations according to the cal wall section is divided into two zones, Figure 3.Zone A ASHRAE zone method but using zone factors developed by is the wall section with steel framing and Zone B is the wall ORNL for walls with steel framing, (2.) directly from a section without steel framing. To improve the accuracy of chart developed by the NAHB Research Center from a para- this method for steel-framed walls, the ORNL developed a y metric study. Each of these is based on the test data men- chart of zone factors for use in calculating the width of the tioned above.Their use is illustrated below, thermal bridge. The zone factor chart, Figure 4, increases 2 PROODENT1AL GT/!L FRAMING 5 Framing Details Thermal Design Guide for Exterior Walls Selection of Wall Insulation — R-Values for Typical Construction The resistance to heat flow through a wall is usually quanti- barrier with #6, 1-in. long, bugle head screws. Figure 2 fied by a property known as the thermal resistance or R- shows a schematic of the test specimens. Construction value. Because walls typically are comprised of various details and resulting effective R-values for the walls are materials (studs, tracks, cavity insulation, sheathing, etc.), summarized on the following page and presented in more an effective R-value must be determined for the system. To detail in the Appendix. develop R-values for typical steel framed construction, the AISI sponsored research at the National Association of f f f f f f f 1 f f f f f f f Home Builders (NAHB) Research Center. The project included full scale calibrated hot box tests (ASTM C976) conducted by Holometrix, Inc., analysis by NAHB Research f f f f f f f f f f f Center, and thermal modeling by the Oak Ridge National Laboratory (ORNL). This design information summary has 1 A l I been prepared based on the results of those investigations. f f f f f f f f f f f f f f The research showed that the wall R-value is not affected much by the thickness of the steel stud. Because the stud WOOD STUDS web thicknesses are small compared to other dimensions, 11 the heat conducted through them is somewhat limited. f f 11 f f f f f f f I I f Where higher R-values are required, the use of an exterior insulative sheathing such as extruded polystyrene or poly- isocianurate foam forms an effective thermal break and ? f f f 1 1 1 1 f ? f f increases R-values significantly. Where such insulative sheathings are used, calculation by the ASHRAE Zone 4— �— Method tends to underestimate the R-value unless the newly ? f?f f f ? 11 f 111 f developed zone correction factors described herein are used. In general, the effect of a stud in a wall is to act as a"ther- STEEL STUDS mal bridge," that is, it provides a path for conducting heat more rapidly than a path midway between studs. Both wood Figure 1.Heat flow through walls studs and steel studs provide thermal bridges as illustrated in Figure 1. Part of the heat flows directly through the cavity, EXTERIOR g y g y SHEATHING while part flows laterally toward the stud and combines with STEEL STUDS CAVITY that flowing directly through the stud. Either type of wall INSULATION can be designed to provide the desired thermal performance. �/ INCH GYPSUM BARD OVER 4 MIL 1. Test Information POLYETHYLENE VAPOR BARRIER A total of 23 tests were conducted on 8 x 8 ft. specimens by Holometrix, Inc. in an ASTM AC976 Calibrated Hot Box facility. All tests were run at 45°F mean temperature, 70°F on the inside and 20OF on the outside, except as noted. All walls had C-section steel studs, 0.033 or 0.043 in. thick, joined to top and bottom tracks with#6, S-12, 5/16-in. long, pan head screws. (The tracks were eliminated for one test as NOTESHOP AN ON TRU BOTTOM TRACKS subsequently noted.)Full width fiberglass batts were placed DETAILS VARY- - REFER TO TABLE in the cavity. On the warm side, each wall had 1/2 in. gyp- VALUE FOR SPECIFICS. sum wall board installed over a 4 mil polyethylene vapor Figure 2.Schematic of test specimen RESIDENTIAL STEEL FRAMING 1 This publication is for general information only. The information in it should not be used without first securing competent advice with respect to its suitability for any given '�rJ application. The publication of the information is not intended as a representation or warranty on the part of American Iron and Steel Institute, the AISI Residential Advisory Group or any other person that the information is suitable for any general or particular use or is free from infringement of any patent or patents. Anyone making use of the information assumes all liability arising from such use. Thermal Design Guide for Exterior Walls January 1995 Copyright 1995 by American Iron and Steel Institute INTRODUCTION ✓ This publication was developed by the American Iron and Steel Institute with guidance from the AISI Residential Advisory Group. It is intended to provide designers and contractors with guidance on thermal design of buildings that utilize cold-formed steel framing members. AISI believes that the information contained in this publication substantially represents industry practice and related scientific and technical information, but the information is not intended to represent an official position of AISI or to restrict or exclude any other construction or design techniques. American Iron and Steel Institute January 1995 Thermal Design Guide for Exterior Walls American Iron and Steel Institute 1101 17th Street, N.W.,.Suite 1300 Washington, D.C. 20036-4700 For more information call 1800 79 STEEL. 5� Framing Details r 1 THERMAL DESIGN GUIDE FOR EXTE- RIOR WALLS PUBLICATION RG-9405 JANUARY 1995 • 1 Steel in Residential OCT 997 Construction Advisory Group oF�;� American Iron and Steel Institute F 1101- 17th Street, NW Washington, DC 20036-4700 1994 Washington State Nonresidential Energy Code Compliance Form e e • 1994 Washington State Energy Code Compliance Farms 11pn. 1994 Envelope - General Requirements Unlabeled glazing and doors shall be assigned the default U-factor in p q Section 2006. 1311 Insulation 1312.2 Solar Heat Gain Coefficient and Shading Coefficient:Solar 1311.1 Installation Requirements: All insulation materials shall be Heat Gain Coefficient(SHGC),shall be determined.certified and labeled installed according to the manufacturers instructions to achieve proper in accordance with the National Fenestration Rating Council(NFRC) densities,maintain clearances,and maintain uniform R-values.To the Standard by a certified,independent agency,licensed by the NFRC. maximum extent possible,insulation shall extend over the full component Exception: Shading coefficients(SC)shall be an acceptable area to the intended R-value. alternate for compliance with solar heat gain coefficient 1311.2 Roof/Ceiling Insulation:Open-blown or poured loose-fill requirements. Shading coefficients for glazing shall be taken from insulation may be used in attic spaces where the slope of the ceiling is Chapter 27 of Standard RS-27 or from the manufacturers test not more than 3112 and there is at least thirty inches of clear distance data. from the top of the bottom chord of the truss or ceiling joist to the 1313 Moisture Control underside of the sheathing at the roof ridge.When eave vents are installed,baffling of the vent openings shall be pro,,ded so as to deflect 1313.1 Vapor Retarders:Vapor retarders shall be installed on the warm the incoming air above the surface of the insulation.,,. side(in winter)of insulation as required by this section. Where lighting fixtures are recessed into a suspended or exposed grid Exception:Vapor retarder installed with not more than 113 of the ceiling,the roof/ceiling assembly shall be insulated in a location other than nominal R-value between it and the conditioned space. directly on the suspended ceiling. 1313.2 Roof/Ceiling Assemblies:Roof/ceiling assemblies where the Exception: Type IC rated recessed lighting fixtures. ventilation space above the insulation is less than an average of twelve inches shall be provided with a vapor retarder.Rooficeiling assemblies Where installed in wood framing,faced batt insulation shall be face without a vented airspace,where neither the roof deck nor the roof stapled. structure are made of wood.shall provide a continuous vapor retarder 1311.3 Wall Insulation:Exterior wall cavities isolated during framing with taped seams. shall be fully Insulated to the levels of the surrounding walls.When Exception:Vapor retarders need not be provided where all of installed in wood framing,faced batt insulation shall be face stapled. the insulation is Installed between the roof membrane and the Above grade exterior insulation shall be protected. structural roof deck. 1311.4 Floor Insulation: Floor insulation shall be installed in a 1313.3 Walls:Walls separating conditioned space from unconditioned permanent manner in substantial contact with the surface being insulated. space shall be provided with a vapor retarder. Insulation supports shall be installed so spacing is not more than twenty- 1313.4 Floors:Floors separating conditioned space from unconditioned four inches on center. Installed insulation shall not block the airflow space shall be provided with a vapor retarder. through foundation vents. 1311.5 Slab-On-Grade Floor: Slab-on-grade insulation installed inside 1313.E Crawl Spaces:A ground cover of six mil he ground inch thick)black polyethylene or approved equal shall be laid over the ground within crawl the foundation wall shall extend downward from the top of the slab a spaces.The ground cover shall be overlapped twelve inches minimum at minimum distance of twenty-four inches or to the top of the footing, the joints and shall extend to the foundation wall. whichever is less. Insulation installed outside the foundation shall extend downward a minimum of twenty-four inches or to the frostline,whichever Exception:The ground cover may be omitted in crawl spaces is greater.Above grade insulation shall be protected. if the crawl space has a concrete stab floor with a minimum thickness of three and one-half inches. Exception:For monolithic stabs,the insulation shall extend downward from the top bf the slab to the bottom of the footing. 1314 Air Leakage 1311.6 Radiant Floors(on or below grade): Slab-on-grade insulation 1314.1 Building Envelope:The requirements of this section shall apply shall extend downward from the top of the slab a minimum distance of to building elements separating conditioned from unconditioned spaces. thirty-six inches or downward to the top of the footing and horizontal for an Exterior joints around windows and door frames,openings between walls aggregate of not less than'thirl inches. and foundation,between walls and roof and wall panols;openings at penetrations of utility services through walls,floors,and roofs:and all If required by the building official where soil conditions wanant such other openings in the building envelope shall be sealed,caulked, insulation,the entire area of a radiant floor shall be thermally isolated from gasketed,or weatherstripped to limit air leakage. the soil. Where a soil gas control system is provided below the radiant floor,which results in increased convective flow below the radiant floor, 1314.2 Glazing and Doors:Doors and operable glazing separating the radiant floor shall be thermally isolated from the sub-floor gravel layer. conditioned from unconditioned space shall be weatherstripped. Fixed windows shall be tight fitting with glass retained by stops with sealant or 1312 Glazing and Doors caulking all around. 1312.1 Standard Procedure for Determination of Glazing and Door Exception:Openings that are required to be fire resistant. U-Factors:U-factors for glazing and doors shall be determined,certified and labeled in accordance with Standard RS-31 by a certified 1314.3 Building Assemblies Used as Ducts or Plenums:Building independent agency licensed by the National Fenestration Rating Council assemblies used as ducts or plenums shall be sealed,caulked,and (NFRC).Compliance shall be based on Model Size AA or BB.Product gasketed to limit air leakage. samples used for U-factor determinations shall be production line units or representative of units as purchased by the consumer or contractor. 1994 Washington State Nonresidential Energy Code Compliance Form O Uw .. • • • April,199a 1994 Washington Sure Energy Code Compuance Forms Date Project Address 16710 Smokw Pt Blvd. Arlin top WA 98223 it application for compliance with the building envelope requirements in the The following information is necessary to check a building perm Washington State Nonresidential Energy Code. location Building Department PGE=NERAILIREQUIREMENTS Code on Plans Notes Section Component Information R wired i3ections 1301-1314)Toned spaces identified on plans if allowed 1301 Scope 1302 Space heat type es no a. Electric resistance Indicate an plans that electric resistance heat is not allowed es no a. Other es no n a. 1310-2 Semi-heated spaces Semi-heated spaces identified on tans If allowed 1311 Insulation A e no n.a. 1311.1 Insul,Installation Indicate densities and clearances es no n.a. 1311.2 Roof/ceiling Insul. Indicate R-value on roof sections for attics and other roots; - NSA Indicate clearances for attic insulation; N/A R-30 Indicate baffles if eave vents installed; Indicate face stapling of faced batts yes no n.a. 1311.3 Wall insulation Indicate R-value on wall sections; A5.2 R-19 Indicate face stapling or faced batts; Indicate above grade exterior insulation is protected; Indicate loose-fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used or if credit taken in ENVSTD: yes no n.a. 1311.4 Floor insulation Indicate R-value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24"o.c.; Indicate that insulation does not block airflow throuah foundation vents yes no n.a. 1311.5 Slab--on-grade floor Indicate R-value on wall section or foundation detail; R-10 Indicate slab insulation extends down vertically 24"from top; A5.3 Indicate above grade exterior insulation is protected yes no n a 1311.E Radiant floor Indicate R-value on wall section or foundation detail; - Indicate slab insulation extends down vertically 36"from the top; Indicate above grade exterior Insulation is protected; Indicate insulation also under entire slab where reqd.by Official yes Tno n.a. 1312 Glazing and doors Provide calculation of glazing area(including both vertical Env. vertical and overhead)as percent of gross wall area yes no n.a. 1312.1 U-factors Indicate glazing and door U-factors on glazing and door Env, schedule(provide area-weighted calculations as necessary); Sum Indicate If values are NFRC or default,If values are default then specify frame type,glazing layers,gapwidth,low-e coatings.gas fillings yes no n.a 1312.2 SHGC&SC Indicate glazing solar heat gain coefficient or shading Env. coefficient on glazing schedule(provide area-weighted Sum calculations as necessary) 1313 Moisture control e no n.a 1313.1 Vapor retarders Indicate vapor retarders on warm side es no n.a. 1313.2 Rooficeiling vap.ret. Indicate vapor retarder on roof section; A5.1 Indicate va .retard.with sealed seams for non-wood strut. e no n.a. 1313.3 Wall vapor retarder Indicate vapor retarder on wall section e no n.a. 1313 4 Floor vapor retarder Indicate vapor retarder on floor section es n n.a. 1313.5 Crawls ace va .ret. Indicate six mil black polyethylene overlapped 12'on ground 1314 Air leakage pyeno n.a. 1314.1 Bldg.envel.sealing Indicate sealing,caulking,gasketing,and weatherstripping A4.1 o n.a. 1314.2 Glazin /door sealin Indicate weatherstn inno rigs. 1314.3 Assemb. as ducts Indicate sealin ,caulkingand askelin PRESCRIPTIVE/COMPONENT PERFORMANCE Sections 1320-23 or 1330-34 yes no Envelope Sum.Form Completed and attached. Q�s Provide component performance worksheet if necessary AttaC ied Provide ENVSTD screen 1 output if necessa If no is circled for any question, prove a exp anation: 1994 Washin ton State Nonresidential Ener Code Com liance Form ry ;� • • • • • • �pnl,e994 1994 Washington Stale Nonresidential Energy Code Compliance Forms - Decision Flowchart =not,either art to determine If project qualifies for the optional Prescriptive option. for Prescriptive Option e Component Performance or Systems Analysis Options must be used. Electric Resistance:Space heating systems which use electric resistance elements 1302 Space Heat Type:For the purpose of determining building envelope requirements.Me following two categories comprise all space heating types' as the primary heating system including baseooafd,radiant and forced au units irre Other-All other space heating systems including gas,solid fuel,oil,and propane Start J where the total electric resistance heat capacity andeuc tars 1 0 Wec of the grams space heating systems and those systems listed In the exception to electric conditioned hear area Exception:Heat sys i:s and terminal electric resistance resistance (continued at right) r healing invariable air volume distribution sysums. Electric _ Resistance no Heat? •' Yes I .-Masonry / All ' All /Masonry Wall CMena OK'ri'EJ. walls R-19 walls R-11 A-<Wall Criteria OK?, ! yos'� (below) / no insulation?� 1insulabon?., no \ (below)/' Yes I i I no `r'yes yes Y no( X X -.20% ��— Glazing�i Glazing?i�o no Glazing2-no no .�, l yes Y� T Yes I r r r In All insulation Installed? I I All insulation Installed? AJI Insulation Installed? All Insulation Installed. I � ' ,Opaque Watts R•19 Opaque Walla R•11 Opaque Walls R-11 Opaque Walls R-19 Mason walls int U-0.19 Masonry walls lint) U-0 19 I Below grade walls(ext) R-10 Below grade walls(ext) R-10 Masonry ( ) !Below grade walls(otter)R-19 i Below grade walls(otter)R-t 1 Masonry walls(other) U-0 25 1 Masonry walls(other) U-0.2S Roofs over aroa R•36 'Roofs over attics -11 I Below gads walls(otter)R-1 R-30 I ;Below grade walls(ext) R-)0 ! Below grade walls(evil R-19 I lal other roofs R-30 j !AII other roofs R-21 Below grade walls(otter)R i Floors over uncond R-30 Floors over uncond sp. R-19 ( Roofs over attics R-30 I Roofs over attics R-3a ` I other roofs R-21 !I other roofs R-30 ISiabs on•grade R•10 Slabs-on• rade R•10 :Radiant floors R•10 Radiant floors R-10 Floors over uncond.sp. R-19 Floors over uncond. R•30 -grade R-10 I Slabson grnde R-10 p q!O a ue doors U-0.60 Opaque doors U-0.60 I I ISlabscn ( !Radiant floors R-10 I Radiant floors R-10 t 10paque doors U-0.60 ! Opaque doors U-0.60 i Glazing Criteria Met? Glazing Critens Met? ! Glazing Critena Met? 1 Gtating Vert OH i Glazing Vert_ OH ! Glazing Crtena Meg t Area% U U SHGC ! Area% U U SHGC 1 Glazing Vert OH 00-20% 040 060 1.00 00.15% 090 145 100 Glazing Vert OH ! 15.20% 0 75 1 40 10 00 I Area% U U SHGC Area% U U SHGC 20.30% 0E�130 06S '00 15% 090 1,45 100 00.201b 040 0.60 100 Yes no i 30 40°b 0 50 125 045 l I 1 15-20% 0.75 1.d0 1 00 20-30% 0.60 1.30. 065 yes no I j no t yes I i 30-40% 050 125 045 i I no I jyes r Prescriptive i Path Allawd I f { r Component Performance or 1 Systems Analysis Required 'If the area Concrete/Masonry Option* Wall Heat Capacity (HC) Weighted heat Assembly Description Assy.Tag HC' Area(so HC x Area capacity(HC)of the total above grade wall Is a minimum of 9.0, the Concrete Masonry Option may be used. **For framed walls,assume HC-1.0 unless calculations are provided;for all other walls,use Totals Section 2009. Area weighted HC:divide total of(HC x area)by Total Area 1994 Washin ton State Nonresidential EnerWX lode Gorn liance I-urin ME= 1994 Washington Slate Nonresidential Energy Code Compliance Forms April.1994 Project Info Project Address 16710 Smokey Pt Blvd Date 7-24-97 A r l i n t o ri WA 98223 For Building Department Use ECEIV - Applicant ame Smoke ' Point Properties JUl'2 4 199 pplicant dregs: 17215 Smoke Pt. Blvd. Arlington, WA 8223 Applicant one: 360 653-4555 New Building ❑Addition ❑Alteration ❑ Change of Use Prescriptive ❑ Component Performance ❑ ENVSTD ❑ Systems Compliance Option (See Decision Flowchart(over)for qualifications) Analysis Space Heat Type ❑ Electric resistance ❑ All other (see over for definitions) Total Glazing Area Glazing Area Calculation (rough opening) Gross Exterior Note:Below grade walls may be included in the (vertical&overhd) divided by Wall Area times 100 equals %Glazing Gross Exterior Wall Area if they are Insulated to �/ .l 00 the level required for opaque walls. r-12167 sq. f t, T 43m336 sq, f t, /� 1 — 28.08% Concrete/Masonry Option u Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart(over)for qualifications. Enter requirements for each qualifying assembly in the table below. Envelope Requirements(enter values as applicable) Opaque Concrete/Masonry Wall Requirements Fully heated/cooled space Insulation on interior-maximum U-lactor Is 0.19 Minimum Insulation R-values Insulation on exterior or integral-maximum U-factor is 0.25 Roofs Over Attic If project qualifies for Concrete/Masonry option,list walls with HC a 9.0 Btu/R-'F below(other wails must meet All Other Roofs R-30 Opaque Wall requirements). Use descriptions and values Opaque Walls R-19 from Table 20-5b in the Code. Below Grade Walls N/A Wall Description U.factor Floors Over Unconditioned Space N/A (including insulation R-value&position) Slabs-on-Grade R-10 Radiant Floors N A Maximum U-factors Opaque Doors 0.60 Vertical Glazing See below Overhead Glazing Maximum SHGC(or SC) VerticallOverhead Glazing 0.65 t Ia Semi-heated space' Minimum Insuladon R-values Roofs Over Semi-Heated Spaces' N/A 'Refer to Section 1310 for qualifications and requirements Notes: Per Section 1323 Exception #1: Retail glazing requirements - double glazed windows with 1/2" air space. 1994 Washin ton State Nonresidential Ene[Qy Code Comoliance Form ,Envelop_ Summary Climate Zone I ENV-SUM -199A W2SNn9Wn Slam 14cmewdent al EneW Code Compha-e Forms - Apni.t9&a Project Info Project Address Date For Building Department Use Applicant Name: Applicant Address: Applicant Phone: Project Description ❑ New Building ❑ Addition ❑Alteration ❑ Change of Use El ElComponent Performance ElENVSTD ❑Systems Compliance Option (See Decision Flowchart(over)for qualifications) Analysis Space Heat Type ❑ Electric resistance ❑All other (see over for definitions) Total Glaang Area Glazing Area Calculation (rough opening) Gross Exterior Note:Below grade walls may be included in the (vertical&overhd) divided by Wall Area times 100 equals %Glazing Gross Exterior Wall Area if they are insulated to the level required for opaque walls. X 100 = ❑Check here d using this option and if project meals all requirements for the Concrele&Usonry Option. See Concretty/Masonry Option Decision Flowchart(over)for qualifications. Enter requirements for each qualifying assembly in the table below. Envelope Requirements(enter values as applicable) Opaque Concrete/Masonry Wall Requirements Fully heated/cooled space Insulation on interior-maximum U-factor is 0.19 Minimum Insulation R-values Insulation on exterior or integral-maximum U-factor is 0.25 Roofs Over Attic If project qualifies for CcncreteiMasonry Option,list malls All Other Roofs with HC>_9.0 Btulfta•'F below(other walls must meet Opaque Wall requirements). Use descriptions and values Opaque Walls from Table 20-5b in the Code. Below Grade Walls Wall Description U-factor Floors Over Unconditioned Space (including insulation R-value&position) Slabs-an-Grade Radiant Floors Maximum U-tactors Opaque Docrs Vertical Glazing Overhead Glazing Maximum SHGC(or SC) VerticallOverhead Glazing Semi-heated space' Minimum Insulation R-values Roofs Over Semi-Heated Spaces' 'Refer to Section 1310 for qualifications and requirements Notes: 1994 Washington State Nonresidential Energy, Code Com fiance Form .. Envelope • . Zone 1 1994 Washington State Nonresidential Energy Code Compliance Fonns April,1994 Decision Flowchart Use this flowchart to determine if project qualifies for the optional Prescriptive Option. for Prescriptive Option If not,either the Component Performance or Systems Analysis Options must be used. 1302 Spac.Heat Type:For the purpose c4 datern m V!wilding envelope Electric Resistance:Space healing system which use eectrc resistance elements requirements,the following two otegorws comprise all space healing types: 1 as the primary heating system including baseboard,radiant and forced au units Other.All caw space healing systems including gas,solid fuel,al,and propane Start J where the total electric resistance heat capacity exceeds 10 WAY of the gross space healing systems and time systems listed in the exception to electric - i conditioned floor area. Exception:Heat pumps and terminal electric resistance resistance (continued at right) y healing in variable an volume distribution systems. Electric Resistance no Heatll' yes I i Alt Masonry Masonry ._ All galls R-11 Criteria OK7' l allCriteria O walls R-19 +lnsulaoon7 'no (r)plow)�- yes I1 ycs��(`.tliiwi �� vMulabon?j yes no Y 'no <70% > - Lazmg?.•� I no Ctlazmg% �Gtazmgiro no lazing, yes l yes `(y� yes i All Insulation Installed? I All insulation installed? All Insulation Installed? AN Insulation Installed? Cpaque Walls R-11 . I Opaque Walls R-11 Opaque Warts R-19 co-aQue Walls R-19 Below grade walls(ext) R-10 Masonry walls(int) U-0.19 Masonry walls(Int) U-0.19 Below grade walls(ext) R-10 Below grade walk(otter)R-11 Masonry walls(other) U-0.25 Masonry other walls ( 1 U-0.25 Below grade walk(otter)R-19 Roils over attics R-30 Below grade walk(ext) R-10 Below grade walk(ext) R-10 Rook over attics R-38 At odor roofs R-21 Belau grade walls(otter)R-11 Below grade waits(othr)R-19 All other roots R-30 Floors over uncond.sp. R-19 Roofs over atLcs R-30 Roofs over attics R-38 Floors over uncond. R-00 'Slabs-on-grade R-10 All other roots R-21 All other roofs R-30 Slatsan-grade R-10 (Radiant roofs R-10 Fkxxs aver uncond sp R-19 Fk-rs over uncond, R-30 Radiant floors R.10 Opaque doors U-0.60 Stabs-on-grade R-10 Stabs-on-grade R-10 Cpaque doors U-0.60 r adiant floors R-10 Radiant floors R-10 Glazing Criteria Mel? I Cpaque doors U-0 60 Opaque doors U-0.60 Glazing Criteria Met? I Area% Vert. 0 SHGC I Glazing Criteria Met? I Glazing Critera Met? Gtazinq Vert OH Area% U U SHGC 00-15% 090 1.45 1.00 Glazing Vert OH Glazing Vert OH 00-20% 0 40 0.80 1.00 15-20% 0.75 1.40 1.00 Area% U U SHGC Area% U U SHGC 20-30% 0.60 1.30' OAS 00-15% 0.90 1.45 100 00.20% 0.40 0.80 1.00 yes no 30-40% 050 1.25 0.45 15-20% 0.75 140 1.00 20-30% 0.60 1.30 0.65 yes no no yes 3040% 0.50 1.25 0.45 no yes Prescriptive I Pact Allowed r Y Ccmpcnant Perforinance or Systems Analysis Required Concrete/Masonry O tion'' Wall Heat Capacity (HC) we he area ed heat Assembly Description Assy.Tag ( HC" Area(so HC x Area capacity(HC)of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. "For framed units,assume HC=1.0 unless calculations are provided:for all other Walls,use Totals Section 2009. Area weighted HC:divide total of(HC x area)by Total Area 1994 Washinaton State Nonresidential Enerav Code Compliance Form • • - I W WM - • ; 1994 YlaarrnTZr.=.nte Nonrmaenaal energy Coae comahance Forms •C!H 19C4 Project Address Date �`\ S ace Heat Type ❑ Electric resistance Cl All other For Building Department Use Glazing Area as%gross exterior wall area % Concrete/Masonry Option ❑Yes ❑ No Notes:If glazing area exceeds maximum allowed in Table,then calculate adjusted areas on back(over). If ConcreteiMascnry Option is used. Target U-factors•SHGC and Glazing%will be different than shown below. Refer to Table 13-1 for correct values. Building Component Proposed UA Target UA List components by assembly ID&page 9 U-factor x Area(A) =UA(U x A) U-factor x Area(A) =UA(U x A) U= Plan ID: U= Plan ID: Glazing% Electric Resist. Other Heating U= Plan ID: 0-15% 0.40 0 W .4 U= Plan ID: >15-20% 0.40 0.75 o > C7 U= Plan ID: >20-30% not allowed 0.60 U= Plan 10: >30-40% not allowed 0.53 U= Plan ID: (see Table 13-1 for Co=Masonry values) U= Plan ID: U= Plan 10: Glazing% Electra;Resist. Other Heating o, U= Plan 10: 0-15°b 0.80 1.45 L N U= Plan ID: >15-20% 0.80 1.40 ' O U= Plan ID: >20-30% not allowed 1.30 O � U= Plan 10: >30006 not allowed 1.25 U= Plan ID: (see Table 13-1 for CorrWasonry v Mues) N U= Plan ID: a6U= Plan ID: Electric Resist. Other Heating O U= Plan ID: 0.60 0.60 R= Plan 10: a Electric Resist. Other Heating o > R= Plan 10: O � R= Plan ID: 0.031 O.G35 R= Plan 10 t c R= P1in 10: Electric Resist. Other t -sting O R= Plan 10 0.034 0 OrJ R= Plan 10: R= Plan 10: R= Plan ID: 3 R= Plan ID: Electric Resist. Other Heating R= Plan ID: Ordinary 0.062 0.14 a R= Plan ID: Metal stud 0.11 0.1e O R= Plan 10: Conc(nt) 0.19 0_3 R= Plan ID: Conc(oth) 0.25 0•�5 A R= Plan 10: o R= Plan ID: Electrx Resist. Other heating a v R= Plan 10: Ordinary 0.062 0.14 12 R= Plan ID: Metal stud 0.11 0.14 d R= Plan 10: t> cn R= Plan ID: Electra Resist. Other 1leating L4 c 0.029 0.058 o u R= Plan 10: 0 u- R= Plan ID: c R= Plan ID: Electric Resist. Otter Heating o R= Plan 10: F=0.54 F=0.54 .e 81 R= Plan 10: R= Plan 10: (see Table 13-1 for radiant floor vanes) 'Fcr CMU walls,indicate core insulation material_ —F Totals Totals For compliance: 1)Proposed Total Area shall equal Target Total Area,and 2)Proposed Total UA shall not exceed Target Total UA. 1�j�j4 �vasnlrlcjion JLa(e Nu(ireslaenual tner.., �.oae t., . nuance t-orm � • • - • - • 1994 Washington State Nonresidenuat Energy Code Compliance Forms April.1994 Vertical Glazing Proposed SHGC Target SHGC List components by assembly ID 8 page# SHGC' x Area(A) =SHGC x A SHGC x Area(A) =SHGC x A Plan ID: Plan ID: Glazing% Electric Resist. Other Healing ` ,i, c Plan 10: 0-20% 1.00 1.00 N 2 Plan ID: >20-30% not allowed 0.65 Plan ID: >30-40% not allowed 0.45 Plan ID: (see Table 13-1 for ConclMasonry values) 'Note:Manufacturer's SC may be used in lieu of SHGC. Totals Totals For compliance: 1)Proposed total area shall equal Target Total Area,and 2)Proposed Total SHGC shall not exceed Target Total SHGC. Overhead Glazing Proposed SHGC Target SHGC List components by assembly ID 8 page# SHGC' x Area(A) =SHGC x A SHGC x Area(A) =SHGC x A Q, Plan 10: l c Plan ID: Glazing% Electric Resist. Other Heating Plan ID: 0-20% 1.00 1.00 v Plan 10: >20-30% not allowed 0.65 t d Plan ID: >30-0% not allowed - 0.45 > O Plan ID: (see Table 13-1 for Conc/Masonry values) 'Note:Manufacturer's SC may be used in lieu of SHGC. Totals Totals For compliance: 1)Proposed total area shall equal Target Total Area,and 2)Proposed Total SHGC shall not exceed Target Total SHGC. Tar9pt.Area'-Adjustment • If the total amount of glazing area as a%of gross exterior wall area(calculated on ENV-SUM)exceeds the maximum allowed in Table 13-1, then this calculation must be done. Use the resulting areas in the Target UA and SHGC calculations above. Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls Glazing Area 1:OG= 2:OG= 3:VG= Note: OG=overhead glazing Opaque Area 4: 5: I6: VG=vertical glazing Gross Exterior Wall Max Glazing Area Maximum Target Area (Table 13-1) Glazing Area X % _ 100 = 7: Target OG Area in Roofs over Attics Target OG Area in Other Roofs 1' Max OG Remaining 2' Target VG Area For Target OG's,circle 7: — g lesser(circle) = 8: — lesser(circle) =19: I and use the lesser values both here and 7: 8: below. Proposed Opaque Area Proposed OG Area Target OG AreaW Target Opaque Area Roofs over Attics 4: + 1: — 10: = 13: Other Roofs 5: + 2: — 11: = 14: Total Target OG Area(sum#10+#11) 12: Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area Walls 6. + 3: — 9: = 15: Note: If there is more than one type of wall,the Target VG Area may be distributed among them,and separate Target Opaque Areas found. Target values 9,12.13.14& 15(shaded boxes)are used in the applicable Target UA calculations on the front. Target values 9& 12 are also used in the applicable Target SHGC calculations above. 1994 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist MECH-CHK 1994 Washington State Energy Code Como6ance Forms Apnt 1994 Project Address Date The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability Code ` Location Building Department (circle one) I Section Component Information Required on Plans Notes HVAG KEQUIKtIVItN I s Sections 1401-1424 1411 Eoomt performance yes no n.a. 1411.4 Pka.elec.htq.8 cIg. List heat pumps an schedule yes no n.a. 1411.1 Minimum efficiency Equipment schedule with type.capacity,efficient 1412 HVAC controls yes no n.a. 1412.1 Temperature zones Indicate locations on plans es no n.a.1 1412.2 Deadband control Indicate 5 degree deadband minimum yes no n.a. 1412.3 Humidity control Indicate humidistat ves no n.a. 1412.4 Automatic setback Indicate thermostat with night setback and 7 different day types ves no n.a. 1412.4.1 Dampers Indicate damper location and automatic controls yes no n.a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule es no n.a. 1412.6 Combustion htq. 1 Indicate modulating or staged control yes no n.a. 1412.7 Balancing Indicate balancing features on plans es no n.a. 1422 Thermostat interlock Indicate thermostat interlock on plans_ yes no n.a. 1423 Economizers Equipment schedule 1413 Air economizers es no n.a. 1413.1 ODerabon Indicate 100%capability on schedule yes no n.a. 1413.2 Control Indicate controls able to evaluate outside air ves no n.a. 1413.3 Integrated operation Indicate capability for partial cooling 1414 Ducting systerns es no n.a. 1414.1 Duct sealing Indicate scaling necessary yes no n.a. 1414.2 Duct insulation Indicate R-value of insulation on duct yes no n.a. 1415.1 PlDina insulation Indicate R-value of insulation on piping yes no n.a. 1424 Separate air sys. Indicate separate systems on plans yes no Mech.Sum.Form Completed and attached. Equipment schedule with types. input/output.efficiency,cfm,hp,economizer r SERVICE WATER HEATING AND HEATED POULS 5ectlons 1440-1454 1440 Service water htq. yes no n.a.1 1441 Elec.water heater Indicate R-10 insulation under tank yes no n.a.1 1442 Shut-0ff controls I Indicate automatic shut-off 1450 Heated pools es no n.a. 1452 Pool water heaters Indicate not electric resistance yes no n.a. 1453 Pool heater controls Indicate switch and 65 degree control I I yes no n.a. 1454 Pool covers Indicate vaoor retardant cover yes no nLa.1 1454 Pools 90+degrees Indicate R-12 pool cover no is circled tor any question, provide explanation: 1994 Washington State Nonresidential Energy Code Compliance ;arm Mechanical Permit Plans Checklist 1994 Wavungnon Stale Ene,gy:ode Gomptunce Forms ApN !99A Mechanical - General Requirements 1413.3 Integrated Operation:Building Heating Energy:Air economizers shall be capable of providing partial cooling even when _ 1412 Controls additional mechanical cooling is required to meet the remainder of the 1412.1 Temperature Controls:Each system shall be provided with at cooling bad. Controls shall not preclude the economizer operation when least one temperature control device.Each zone shall be controlled by mechanical cooling is required simultaneously. individual thermostatic controls responding to temperature within the zone. Exception: Economizers on individual,direct expansion,cooling At a minimum,each floor of a building shall be considered as a separate .'systems with capacities not greater than 75.000 Btu/h may zone. include controls that limit simultaneous operation of the 1412.2 Deadband Controls:When used to control both comfort heating economizer and mechanical cooling for the purpose of preventing and cooling,zone thermostatic controls shag be capable of a deadband of at ice formation on cooling coils. least 5 degrees F within which the supply of heating and cooling energy to 1414 Ducting Systems the zone is shut off or reduced to a minimum. 1414.1 Scaling:Duct work which its designed to operate at pressures Exceptions: above 112 inch water column static pressure shag be sealed in accordance 1. Special occupancy.special usage.or code requirements where with Standard RS-18. Extent of sealing required is as follows: deadband controls are not appropriate. 1. Static pressure: 112 inch to 2 inches:seal transverse joints. 2 Buildings complying with Section 1141.4,if in the proposed building energy analysis.heating and cooling 2. Static pressure: 2 inches to 3 inches:seal all transverse joints thermostat setpoints are set to the same temperature and longitudinal seams. between 70 degrees F and 75 degrees F inclusive, 3. Static pressure: above 3 inches:seal all transverse joints. and assumed to be constant throughout the year. longitudinal seams and duct wag penetrations. 3. Thermostats that require manual changeover between heating and cooling modes. 1414.2 Insulation:Ducts and plenums that are constructed as part of the budding envelope shall meet the requirements of Chapter 13. Other ducts 1412.3 Humidity Controls:If a system is equipped with a means for and plenums shall be thermally insulated per Table 14-5. _ adding moisture.a humidistat shall be provided. Exceptions: 1412.4 Setback and Shut-Off:HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use 1. Within the HVAC equipment. through control setback or equipment shutdown during periods of non-use 2. Exhaust air ducts not subject to condensation. or alternate use of the spaces served by the system.The automatic controls shall have a minimum seven-day clock and be capable of being set for 3. Exposed ductwork within a space that serves that space only. seven different day types per week. 1415 Piping Systems Exceptions: 1415.1 Insulation:Piping shall be thermally insulated in accordance with 1. 'Systems serving areas which require continuous operation at the Table 1". same temperature setpoint. Exception:Piping installed within unitary HVAC equipment. 2. Equipment with full bad demands of 2 kW(6.826 Bluth)or less may be ccntrolled by readily accessible manual off- Water pipes outside the conditioned space shag be insulated in hour controls. accordance with Washington State Plumbing Code(WAC 51-26) 1412.4.1 Dampers:Outside air intakes,exhaust outlets and relief outlets ` serving conditioned spaces shall be equipped with dampers which close 1420 SIMPLE SYSTEMS(PACKAGED UNITARY EQUIPMENT) automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shag be equipped with normally open 1421 System Type:To qualify as a simple system,systems shall be one of dampers. These damps shall remain closed in normal operation unfit the following: activated by the fire alarm system or other approved smoke detection a. Air cooled,constant volume packaged equipment,which provide System. heating,cooling or both,and require only external Exceptions- connection to ductwork and energy services. 1. Systems serving areas which require continuous operation. b. Air cooled,constant volume split systems,which provide heating. 2. Combustion air intakes, cooling or both,with cool'uig capacity of 54.000 Btu/h 1412.5 Heat Pump Controls:Unitary air cooled heat pumps shag include or less. microprocessor controls that minimize supplemental heat usage during C. Heating only systems which have a capacity of Less than 5.000 start-up.set-up,and defrost conditions. These controls shall anticipate cfm or which have a minimum outside air supply of need for heat and use compression heating as the first stage of heat. less than 70 percent of the total air circulation. Controls shag indicate when supplemental heating is being used through ✓- visual means(e.g..LED indicators). All other systems shall comply with Sections 1430 through 1438. 412. 1412.6 Combustion Heating Equipment Controls-Combustion heating her Controls: a addition to the control requirements a Section pera equipment with a capacity over 225.000 Stu/h shall have modulating or where separate heating and cooling equipment serve the same temperature staged combustion control. zone,thermostats shall be interlocked to prevent simultaneous heating and coaling. Exceptions: 1. Boilers. 1423 Economizers:Economizers meeting the requirements of Section 2. Radiant Heaters. 1413 shag be installed an packaged roof top fan-roofing units having a supply capacity of greater than 1,900 cfm or a total cooling capacity greater 1412.7 Balancing:Each air supply outlet or arc or water terminal device than 54,000 Btu/h. shall have a means for balancing,including but not limited to,dampers, temperature and pressure test connections and balancing valves. The total capacity of all unite without economizers shag not exceed 240.000 Bttr/tt per building. 1413 Air Economizers 1424 Separate Air Distribution Systems:Zones with special process 1413.1 Operation: Air economizers shag be of automatically modulating temperature requirements and/or humidity requirements shall be served by outside and return air dampers to provide 100 percent of the design supply separate air distribution systems from those serving zones requiring only air as outside air to reduce or eliminate the need for mechanical tooting. comfort conditions. 1413.2 Control: Air economizers shag be controlled by a control system \ capable of determining if outside air can meet part or all of the building's cooling loads. 1994 Washington State Nonresidential Energy Code Compliance Form ?994 WasNrstcn State 140rfe51denual E^e.-�y Code Compliance Forms Acni 1994 Project Info Project Address Date iFor Building Department Use Applicant Name: Applicant Address: Applicant Phone: Project Description Briefly describe mechanical system type and features. Compliance Option Simple System ❑ Complex System ❑Systems Analysis (See Decision Flowchart(over)for qualifications) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans,fill in the required information below. Cooling Equipment Schedule Equip. I I OSA CFM SEER ID Brand Name' Model No.' Capacity= Total CFM Econo or EER IPLV3 Location Heating E ui ment Schedule Equip. I OSA cfm ID Brand Name' Model No.' Capacity Total CFM Econo Input Stuh Output Btuh Efficiency' Fan Equipment Schedule Equip. I I Brand Name' Model No.' CFM I SP' I HP/BHP Flow Controls Location of Sernce 'If available. 2 As tested according to Table 14-1.142 or 143. a If required. 4 COP,HSPF,Combustion Efficiency,or AFUE,as applicaole. 5 Flow control types:VAV,constant volume,or variable speed. 1994 Viashin ton State Nonresidential �_., ,_. N Code Compliance Form 1B9•t Wa&Ww mn Sate Nonr S#dentwl Ene.yy Coda Compkan"Fumy - _ _ - :. Ap".199-4 System Description If Heating/coding ❑Constant vol? ❑Air cooled? ❑ Paclmged Sys? ❑ <54,000 Btuh? \_•_ See Section 1421 for full description of or Cooling Only. ❑Split system? ❑ Economizer included? Simple System qualifications. If Heating Only. ❑45000 cfm7 ❑<7096 outside air? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not,either the Complex System or Systems Analysis Options must be used. Start - I System Type eatin Cooling "-Constant\ or Cooling Only olume no yes Heating Only _ qjr Cooled? 5000 0 cfm? 1/no /yes yes l no �' Reference Sec. 1421 -Package <<701%-A OA y emino �es no \�� 54,000 BtuFr SpCrt no r 1900 cfmZ' NZ tem? nc , yes 'yes Included I Econo? Reference 54,000 Btu no yes Sec. 1423 r 1900 drn no yes Simple System Allowed Reference Sec. 1420 Use Complex Reference System Sec. 1430� Complex Systems Refer to MECH-COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project 1994 Washington State Nonresidential Energy Code Compliance Form — • 99-4 1994 Washmgton State Energy Code Compliance Fonrs ApnL 1 ProjL-c t Address Date The following additional information is necessary to check a mechanical permit application for a complex mechanical For Building Department Use system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings(see the MECH-CHK checklist for additional system requirements). This information must be on the plans since this is the official record of the permit. Having this information in separate specifications alone is NOT an acceptable afterative. Applicability Code Location Building Department (circle one) I Section Com Went Information Required on Plansl Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY es no n.a.1 1431.1 Field aysem.sys. Provide calculations 1432 Controls es no n.a. 1432.1 Setback&shut-0ff Indicate separate systems or show isolation devices on plans 1 1432.2 Temp.reset control es no n.a 1432.2.1 Air systems Indicate automatic reset ves no n.a. 1432.2.2 1 Hydronic systems Indicate automatic reset yes no n.a. 1433 Economizers Indicate economizer on equipment schedule or provide calculations to'usti exemption yes no n.a. 1434 Separate air so. Indicate separate systems on plans yes no n.a. 1435 Simul.htg.&dg. Indicate that simultaneous heating and cooling is prohibited, unless use of exception is justified yes no n.a. 1436 Heat recovery Indicate heat recovery on plans; complete and attach heat recovery calculations es no n.a. 1437 1 Elec.motor effic. MECH-MOT or Equip.Schedule with hp,rpm.efficient yes na n.a. 1438 Variable flow sys. I Indicate variable flow on fan and pump schedules no is circled or any question, provide exp anatioft: Decision Flowchart �Usethi.s flowchart to determine how the requirements of the Complex Systems Option apply to the Refer to the indicated Code sections for more complete information on the requirements. Start Here 3--dm 1411.1 Equipment Pets ShaO.Meet Tables 14 I through 14.3 SeedN 1431.1 Field- Yes Calculations or ( Assembled P Total On-site Eneagy �,EqunpmrnC.'_.' I Input A Output R*quired 1 ter 14]22 Air Sesdsa 14]2.L1 Sco Yes ' C�ryofHW •� No System � Yes I r Ract Ha Water Supply Heating System Sew Conttring Supply rolis s Tonpeaattce Reset GeoteThin Multiple Controls Ra*cd \,000 Btuh" �.� Zones � No 3 (continued on back) silo 1 M W ashutgw Sties Nonres:e n�nal Energy Code Compliance Forms -.. _- Apnl 1 m �COnt111UCd 1 - . from front) /Electric . %tubi-- Secdo-lu7 Mtor Effici `i oo ` speed No Motors Mast Meat 4ichu"W in Egtmgna Motor in a Performance Muluo-speed FJSaemca T Raw. 3Y-0 Table I--1 Yes Yes Yes C� Yes Heattng& Eketric Healing 3Q000 C ckage in "a Fuel 8�1 No No Non-Electric sectleel411.4 Secure 1412.6 b lust e �Wy,M, Heat Pump 3.000 Yes B or Stapd eth Combustion 1 � Controls .- Requved Na 14123 Rohde Miauprooewr Heat Pump Consols /SuPP1Y Air` sectlaa 14211 3000 CFkt 1 Yes. e- 50%Effective \(Xtside Air% Heat Recovery 70'v? system Regmssd Cooley, Yes Packaged No Cooing No Total Bldg No CjNo ay� Roo" cap—3. Capecny BOA? Unit! 94.000 Btah? 340.000 Bruh? i Yee Yes sectleellll Air-side Ectuatixr _ R-pured seedee 1433 Nuked Yes Foe or Pun" Yea Variable Flow Varism-F10 '10 HP? Devito ed? No No seetlea 1435 Fm Puna Yes VAV Tammal Units system? No secuea 1435 sanu3aneotn Done Heamq a Cooling Pombited 1994 Washington State Nonresidential Energy Code Cornpoance Form Motors 199e wasnmgton State Energy Code Comphance Forms woru 1994 Project Address Date Complete the following for all design A 8 B squirrel-cage,T-frame induction permanently wired polyphase motors For Building Department Use from 1 hp to 200 hp having synchronous speeds of 3600,1800 or 1200 rpm(unless one of the exceptions below applies). Motor Min.Nom. No or Type Synch. Full load Location HP (open or closed) Description of Application or Use Speed Efficiency Open Motors Closed Motors Exceptions: Synchronous 1. Motors in systems designed to use more than one Speed(RPM) 3,600 1 1.800 1 1.200 3.600 1.8007 11.200 speed of a multi-speed motor. HP Efficiency(96) Efriciency 2. Motors already included in the efficiency 1 0 - 82.5 80.0 75.5 82.5 80.0 requirements for HVAC equipment(Tables 14-1 or 1 5 82.5 84.0 840 82.5 84.0 85.5 14-2). 2.0 84.0 84.0 85.5 84.0 84.0 86.5 3. Motors that are an integral part(i.e.not easily 3.0 84.0 86.5 86.5 85.5 87.5 87.5 removed and replaced of specialized process 5 0 85.5 87.5 87.5 87.5 87.5 87.5 equipment(i.e.equipment which requires a special 7.5 87.5 88.5 88.5 88,5 89.5 89.5 motor,such as an explosion-proof motor). 10 88.5 89.5 90.2 89.5 89.5 89.5 4. Motors integral to a listed piece of equipment for 15 89.5 91.0 90.2 90.2 91.0 90.2 which no qualifying motor has been approved(i.e.if the 20 90.2 91.0 91.0 90.2 91.0 90.2 only U.L listing for the equipment is with a less-efficient 25 91.0 91.7 91.7 91.0 92.4 91.7 motor and there is no energy-efficient motor option). 30 91.0 92.4 92.4 91.0 92.4 91.7 40 91.7 93.0 93.0 91.7 93.0 93.0 For motors claiming an exception,list motor and note 50 024 93.0 93.0 92.4 93.0 93.0 which exception applies. y 60 93.0 93.6 93.6 93.0 93.6 93.6 75 93.0 94.1 93.6 93.0 94.1 93.6 100 93.0 94.1 94.1 1 93.6 94.5 94.1 125 93.6 94.5 1 94.1 1 94.5 94.5 94.1 150 93.6 95.0 1 94-5 1 94.5 95.0 95.0 200 94.5 95.0 T 94.5 1 95.0 1 95.0 95.0 1 1994 Washington State Nonresidential Energy Code Compliance Form tighting Summary LTG-SUM' 1994 Washington State Nonresidential Energy tune Comptunce Fonns SON 19$4 Project Info Project Address (Date For Building Department Use Applicant Name: Applicant Address: Applicant Phone: Project Description ❑ New Building ❑Addition Cl Alteration Compliance Option ❑ Prescriptive ElLighting Power Allowance ❑ Systems Analysis (See Qualification Checklist(over).Indicate Prescriptive&LPA spaces clearly on plans) Alteration Exceptions ❑ No changes are being made to the lighting (check appropriate box) ❑ Less than 60%of the fixtures are new,and installed lighting wattage is not being increased Maximum Allowed Lighting Wattage (Interior) Location Allowed (floor/room no.) Occupancy Description -7 Watts per R2" Area in ft2 Allowed x Area I I I From Table 15-1 (over)-document all exceptions taken from footnotes Total Allowed Watts Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Location Number of Watts/ Wass (floor/room no.) Fbdure Description Fixtures Fixture Proposed I I - I i I _ I I Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Wattsl Maximum Allowed Lighting Wattage (Exterior) Allowed Watts Area in ft2 Allowea Warts Location Description per ftz or per If (or If for perimeter) x ft'(cr x If) Covered Parking l 0.2 Witt' I Open Parking I 0.2 W/ft' Outdoor Areas I 0.2 Wle I Bldg.(by facade) 0.25 W/ft2 I I Bldg.(by perim) 7.5 WAf ( I Note:for building exterior,choose either the facade area or the perimeter method,but not both) Total Alkymd VVarts l Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Number of Watts/ Ways Location I Fixture Description I Fixtures Fixture Proposed I I I I I I Total Proposed Watts may not exceed Total Allowed Watts for Extenor Total Proposed Watts 1994 Washinc State Nonresidential Enmy Code Compliance Form • • Summary TWCk) 1994 Washington State Nonresidential Energy Code Compliance Forms April 199A Prescriptive Spaces (Occupancy ❑ Warehouses,storage areas or aircraft storage hangers ❑ Other Qualification Checklist U;ghting Fixtures: ❑ Check here if at least 95%of fixtures in the space meet all four criteria: Note:If occupancy type is'Other'and frAure answer is checked.the number of fixtures in 1.Fixtures are fluorescent,non-lensed,with only one or two lamps,and the space is not limited by Code. Clearly 2.Lamps are T-5,T e,T-8 or PL,and 3.Lamps are 5-50 Watts,and indicate these spaces on plans. If not qualified,do LPA Calculations. 4.Ballasts are ele:tronic ballasts Table 15-1 Unit Lighting Power Allowance (LPA) for Interior Lighting LPA' LPA' Use, (W/fe) Use' (Wife) Painting.welding,carpentry,machine shops 2.3 Police and fire stations° 1.2 Barber shops,beauty shops 2 Atria(atriums) I 1 Hotel banrniel/conference/exhibition hale` 2 Assembly spaces'.auditoriums.gymnasia".theaters I 1 Laboratories 2 Process plants 1 Aircraft repair hangars 1.5 Restaurardslbars5 1 Cafeterias.fast food establishmentss 1.5 Retail A'd 1 Factories,workshops,handling areas 1.5 Retail B1o.Retail bankina 1.5 Gas stations,auto repair shopsil 1.5 Locker and/or shower facilities 0.8 Institutions 1.5 Warehouses".storage areas 0.5 Libraries' 1.5 Aircraft storage hangars 0.4 Nursing homes 1.5 Parking garages s«s.mioxi rss: Wholesale stores(pallet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Convnon Areas Onlvr Schools buildings,school classrooms,day care centers 1.35 Cornmon area,mrrirtrxc,Inhhk-s(exrprlt mall ronirmump) 0.8 Laundries 1.3 Toilet facilities and washrooms 0.8 Office buildings,officeladministrative areas in facilities of other use types(including but not limited to schools, 1.2 hospitals,institutions,museums,banks,churches)sy-11 Footnotes for Table 15-1 1. In cases in which a use is not mentioned specifically.the Unit Power.411owance shall be determined by the building otlicial.This determination shall be based upon the most comparable use specified in the table.See Section 1512 for exempt areas. 2. The watts per square!boot may be increased.by two percent per loot of exiling height above twenty feet,unless-specifically directed othcntitsc by subsequent footnotes. Watts per square foot of room may be increased by two percent per foot of eeiiing height above twelve feet. 4. For all other spaces.such as seating.and common areas.use the Unit Light Power.411owance for assembly. 5. Watts per square toot olroom may be increased by two percent per abbot of ceiling height above nine text. _ 6. includes pump area under canopy. - 7. In cases in which a lighting plan is submitted for only a portion ofa floor,a Unit Lighting Poser Allowance of 1.35 may be used for usahic otlice floor area and 0.80 watts per square loot shall be used for the common areas,which may include elevator space,lobby area and rest rooms.Common areas,as herein defined do not include mall concourses. 8. For the tire enginc room,the Unit Lighting Power Allowance is 1.0 watts per square foot. 9. For indoor sport tournament courts with adjacent spectator scaling,the Unit Lighting Power Allowance for the court area is 2.6 watts per square loot. Its. For both Retail A and Retail B.light for frec-standing display.building showcase illumination and display window illumination installed within two feet of the windoware exempL Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square loot.Ceiling mounted adjustable tungsten halogen and ED merchandise display illurninarics arc exempt. Retail B allows a Unit Lighting.Powt r Allowance of 1.5 watts per square foot.including all ceiling mounted merchandise display luminaries. I. Frovidcd that a floor plan.indicating rack:location and height.is submitted.the square lootage t'or a warehouse may be dctined,tar computing the interior Unit Lighting Poser Allwo.ante.as the floor area not cowed by racks plus the vcrtical face area(access side only) of'the racks.The height allowance defined in footnote 2 applies only to the floor area not covered by racks. 1994 Washington State Nonreslcentlal Energy Lode • "Lighting Peirmit Plans Checklist 1994 Was"'"EMU!Enetw Code Complance Forms - - - Apnl 1994 Project Address Date The following information is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code. Applicability Code Location Building Department (circle one) Section Component Information Required on Plans Notes LIGHTING CONTROLS 5ectton 1513 yes no n.a.1 1513.1 1 Local control/access Schedule with type.indicate locations ' yes no n.a.1 1513.2 1 Area controls Maximum limit per switch 1513.3 1 Da ight zone control Schedule with type and features,indicate locations es no n.a. vertical glazing Indicate vertical glazing on plans yes no n.a. overhead glazing Indicate overhead glazing on plans yes no n.a. 1513.4 Disolavrexhiblspecial Indicate separate controls 1513.5 Exterior shut-off Schedule with type and features,indicate location yes no n.a. (a)timerw/backup Indicate location Yes no n.a. (b)photocell. Indicate location 1513.6 Inter.auto shut-off Indicate location yes no n.a.1 1513.6.1 (a) occup.sensors Schedule with and locations yes no n.a.1 1513.6.2 (b) auto.switches Schedule with type and features(back-up,override capability); Indicate size of zone on plans LIGHTING WATTAGE AGE (Sections 1520-22 or - es no Lighting Sum.Form Completed and attached. Schedule with fixture types. lamps,ballasts.wafts per fixture ELECTRIC MOTORS (Section !611 es no n.a.1 JElec motor efficiency MECH-MOT or Equipment Schedule with hp.rpm.efficiency if no is circled for any question, provide explanation: 1994 Washington State Nonresidential Energy Code Compliance Form Lighting Permit Plans 1994 Washington Sate Energy Code Compisame Forms Ar:+d.199.i Lighting - General Requirements timer.photocell.or a combination of timer and photocell.Automatic time switches shall also have program back-up capabilities,which prevent the 1513 Lighting Controls loss of program and time settings for at least 10 hours,if power is 1513.1 Local Control and Accessibility:Each space,enclosed by Walls interrupted. or ceiling-height partitions,shall be provided with lighting controls located 1513.6'Automadc Shut-Off Controls,Interior.Office buildings greater within that space.The lighting controls,whether one or mare,shall be than 25.000 W and all school classrooms shall be equipped with separate capable of turning off all fights within the space.The controls shall be automatic controls to shut off the lighting during unoccupied hours. readily accessible,at the point of entrylexit,to personnel occupying or Automatic controls may be an occupancy sensor,time switch,or other Using the space. device capable of automatically shutting off lighting. Exceptions:The following lighting controls may be centralized in Exceptions: remote locations: 1. Areas that must be continuously illuminated,or illuminated in a 1. Lighting controls for spaces which must be used as a whole. * manner requiring manual operation of the lighting. 2. Emergency lighting systems. 2. Automatic controls. 3. , Switching for industrial or manufacturing process facilities as 3. Controls requiring trained operators. may be required for production. 4. Controls for safety hazards and security. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of 1513.2 Area Controls:The maximum lighting power that may be automatically turning off all the rights in an area,no more than 30 minutes controlled from a single switch or automatic control shall not exceed that after the area has been vacated. which is provided by a twenty ampere circuit loaded to not more than 1513.9.2 Automatic Time Switches:Automatic time switches shall have eighty percent.A master control may be installed provided the individual a minimum 7 day clock and be capable of being set for 7 different day switches retain their capability to function independently.Circuit breakers types per week and incorporate an automatic holiday'shut-ofr feature, may not be used as the sole means of switching. which turns off all loads for at least 24 hours and then resumes normally Exceptions: scheduled operations.Automatic time switches shall also have program 1. Industrial or manufacturing process areas,as may be required back-up capabiRdes,which prevent the loss of program and time settings for production, for at least 10 hours,d power is interrupted. 2. Areas less than rive percent of the building footprint for Automatic time switches shall incorporate an over-ride switching device footprints over 100.000 fe. which: 1513.3 Daylight Zone Control:All dayfighted zones,as derived in a. is readily accessible; Chapter 12.both under overhead glazing and adjacent to vertical glazing, b. is located so that a person using the device can see the lights shall be provided with individual controls,or daylight-or occupant-sensing or the areas controlled by the switch,or so that the automatic controls,which control the lights independent of general area area being illuminated is annunciated; righting C. is manually operated; d. allows the lighting to remain on for no more than two hours 1513.4 Display,Exhibition,and Specialty Lighting Controls:All when an over-ride is initiated:and display,exhibition,or specialty lighting shall be controlled independently of e. controls an area not exceeding 5,000 fe or 5 percent of general area lighting. footprint for footprints over 100.000 ff.whichever is 1513.E Automatic Shutoff Controls,Exterior:Exterior lighting not greater. intended for 24-hour continuous use shall be automatically switched by .d To: ROBERT MARCANTEL Comp: GARY PARKINSON ARCHITECTS 10-21-97 1::01zm P. ` a' 6 CURTAIN WALL SYSTEMS (Consult Celotex for Tuff-R Calculations) STEEL STUD/BRICK VENEER Ceiotex Insulation Products car. help alleviate thermal short wCuia .end (Standard Systeml increase the R-values of properly designed steel stud walls. / 3s•"Stee:SCAS Brick Veneer Systems ;;w.s�ytteenrtee Two systems are suggested for nen-load bearing steel stud brick ven;�.=r cur- 1 � ��`"� VaaaAtuvOe tarn walls:an economy/lath-rise system For walls three stories high or less. and a standard system for high-rise wall heights, bath subject to buiiding cede yoard requirements. r Intemr STANDARD SYSTEM N CALCULATED DESIGN INSULATION VALUES` <`Fritts:rt+ ` s an'rtr, Standard System over 3 storles: Nominal 3" or 4" exterior brick. 1"reflec- \� I Unzxm .11 rive air space, wall ties. Celorex Insulation Board. (P Fa lain ctory Finish). 'k" i \ Glas<_Fcer Ba s gypsum sheathing, 3 ik' steel studs, 3',T' glass titer in.sulatlon, ter" gypsum �� Celotex board. Insularon Board Nominal Board Thickness 1,1' = ' 3+," 'A" 1' 11/4" I'S" 131.' 1" Coac Approved System Rlu-Vae 20 21 22 2 4 26 28 30 32 to Stud Fasten System U-Value .050 .C48 046 044 .042 .039 .036 033 .031 ECONOMY SYSTEM CALCULATED DESIGN INSULATION VALUES' 4'Face Rr,,k _y Economy System- 3 story maxirnumr-Norninal.3' or 4"exterior brick. I" l A sw e reflective air space, avail ties, Celotex Insulation 80ard (Plain Factory Finish), 31h'steel studs, 3*-h"glass fiber i7nularion, h"gypsum board. Nominal Insulation Board Thicknesses: Ili- w 3/- W' I" 111,�" 11,5" i W 2" ySystem R-Value 19.5 20.5 21 5 22 5 235 25.5 27.5 29 5 31 5 (Economy System! STUD meK VENEER System U-Weue 051 .049 046 C-44 043 .039 .036 034 032 , / 31T Sleel Studs For details of steel stud assembly and design limitations• consult steel framing marx)(acturer, or the Metal Lath/Steel Framing Association and for the brick V1*=hw)h3etltyiere veneer, consult the Technical Notes published by the Brick InsMure of 1r der America.Wall ties must be securely attached to the framing. Cor.SUR wall tie v;Gypsum manufacturer For specific details, l — Board Inref:or Stucco Finish Systems i UnfacedR•11 Steel stud/stucco noin-load bearing Curtain wall systems Containing Thermax GlAs5 Fiber Batts Insulation Board have been developed for Celote)(. ( i insulation These nsggested systems include I%� x air x is, 14 or 20 gau5c�a�arixc+;steel punr!-ed CEE nsulation n Bcard St;xls,rs rm:wfac!ivasd Uy r7ustv�ick Steel Famrng Co.cr equal,lnsuMed U"u.c '.n Ili'n.,.. in nccorclarce with the rnanu'acturer's iecerhnlerdations,Crlarcx Insuiaran Board[Plain f,crory Lede Approved Fini;h is a iec to the s2e1 studs wth 3.4 Ib.isquare•and iManlzed&irmid expanded rib 0:s i. t Wal!lie F ivr•n J P(y t 1 9 IO Stud using Builder pB IS x I k'Type.5.17 I>i+ncake head s:rri:Wieners,spaced b"o.c.liek!sM prri- RKfrr.Fxicy,or stucco Is applied,A-mnimunl fw;Craw)n w finish reap and a%:"gy;7sum toar_' interior llnish h appCed to metal studs,wltn I"bugle neaded scrt.v IT(m in the field and or%!" 4"Facr Brick 1 the perimeter,joints taped and tlnished. STEEL STUD/STUCCO CALCULATED DESIGN INSULATION VALUES' I"ArSpace Nominal Insulation Board Thickness �4" 1" 11/4" 1 h" System R-Value 18.4 20.4 224 24.4 System U-Value .054 049 045 041 STEEL STUD/STUCCO `A:l systems calculations are inru catty and we in accordance•h41h ASHRAE HandbooK FundAmicMils and wrje.1 Ill-Values at 40'F rflean temperature-Refer to prWuct R•VA f!rh,�rr,page 3' Steel 5'uds 1 FOrtWCuk-stion del.Yls,contuh Ccci"FLr:5nr3lar;x3x!s DknJrfr. Tec"cat Services.Tamoo,lit. Curtain Wall Heights for Stucco Finish Systems Poly"hylerte Maximum exterior curtain wall heights are governed by building code require- ( Valxx Retarder ments. Determination of maximum exterior curtain,will height to meet code !4'Gypsum Board criteria is made by the design professional using Design Wind Load data as l { mt-rior well as other pertinent information_ Design Wind Load (DWL) wilucs have l C.rioicx been developed for the following steel stud conditions, as used in the wall P _ h15LidlIC11 assemblies described. Board Urrracc•d it-1 I (NOMINAL THICKNESS] Glass Fibei Bads CELOTEX INSULATION BOARD W, i 1 3 40(3,4vanized s ft E parded CEE Studs DWL DWL Gauge Spacing (in of 4SO) !in.of H Cj 20 16' 7.0 7 0 —1 14 16' 7 8 9.7 Other Exterior Facades Adddiunw rnechariuilly fpsrened cxtcdor 14 12- 17.8 facades can be osco with Ceiotex prod- ucts if the overall building design is rueolaiylr.to:he design engineerand D'.nldinq codes Iovulved. IMPORTANT:Before using Celotex insulation board refer to complete product catalogs and application instructions. INSULATIONTHERMAX BOARD - CURTAIN WALL SYSTEMS PAGE 3 r ,. 5—i o C T 2 1 199? PLANNING SERVICES CEVELO��?Et�}'_ 6"--.-UJl-4L,�,L! sr 1994 Washin ton State Nonresidential Fner Code Coln Rance Form • • - • . • 191M Washington State hfonresWeotral Energy Code Compliance Forma April,1904 Decision Flowchart Use this flowchart to determine if project qualifies for the optional Prescriptive Option. for Prescriptive Option If not,either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type:For the purpose of determining building envelope Electric Resistance:Space heating systems which use electric resistance elements ,egmrements the fouow+ng two eategones comprise all space heating types as the primary heating system including baseboard radiant,and forced a,r units other.All other space heating systems ineludmq gas,solid fuel.oil,and propane (� Start where the total elechie resistance heat capacity exceeds 1 0 WnY of the gross at pumps and terminal electric resistance space heating systems and these systems listed in the exception to electric ri conditioned floor area Exception:He resistance. (continued at right) 1 heating in variable air volume distribution systems Electric Resistance Heat? yes f I All Masonry Masonry All walls R-11 "all Criteria OK? _ 41all Criteria OK7--4 walls R-19 ,4psulation? no (below),:- yes1 yes •,(below) no insulationg�' es } no I i 'no <40% <5% 120% i <20% � l lazin -Glazing?-no no Glazrig?. `Glazing�o °° 0 yes yes Yes ( All Insulation Installed.? I All insulation installed? Ali insulation Installed? All Insulation Installed? i Opaque Walls R-11 Opaque Walls R-11 Opaque Walls R-19 Opaque Walls R 19 Below grade walls(ext) R-10 Masonry walls(int) U-0 19 Masonry watis lint) U-0 19 Below grade walls(ext) R-t0 Below grade walls(othr)R-11 Masonry walls(other) U-0 25 Masonry walls(other) U 0 25 Below grade walls(othr)R-19 Roofs over attics R-30 Below grade walls(ext) R-10 Below grade walls(ext) R-10 Roofs over attics R-38 All other roofs R-21 Below grade walls(otter)RA I Below grade walls(otter)R-19 All other roofs R-30 Floors over uncond sp. R-19 Roofs over attics R-30 Roofs over attics R-38 Floors over uncond. R30 Slabs:on-grade R-10 II other roofs R-21 Alf other roofs R-30 Slabs-on-grade R-10 Radlant floors R-10 Floors over uncond sp R-i 9 Floors over uncond R 30 Radiant floors R-10 Opaque doors U-060 Slabs-on-grade R-10 Slabs on grade R-10 Opaque doors U-0so _ Rad,il Moors R-10 Radiant Moors R-10 Glazing Criteria Met? Opaque doors U-0 60 Opaque doors U-0,60 Glazing Criteria Met? , Glazing Vert. OH GlazingCriteria Met? Glazing Criteria Met? Glazing Vert OH Area% U U SHGC Area% U U SHGC 00-15% 090 1.45 100 Glazing Veit OH Glazing Volt OH 00.20% 0 40 0 80 100 15-20% 0 75 1.40 100 Area% U U SHGC Area% U U SHGC - 20-30% 060 1.30 065 00.15% 090 1 45 100 00-20% 0 40 0 80 100 yes no 30-40% 0 50 125 0 45 15 20% 075 1 40 100 20.30% 060 1 30 065 yes no no yes 30.40% 050 1 25 045 no yes �All= - -- ...— - Cornponnnt Performance or - Systems Analysis Required Concrete/Masonry Option"' 'll the area Wall Heat Capacity (HC) weighted heat Assembly Description Assy.Tag HC" Area(so HC x Area capacity(HC)of the total above grade wall Is a minimum of 9.0, the Concrete Masonry Option may be used. ""For framed walls,assume HC=1.0 unless calculations are provided;for all other walls,use Totals Section 2009. Area weighted HC:divide total of(HC x area)by Total Area 1094 Washinlyton State Nonresidential Ener Code Com liance Form Mne I IAMI • 1994 Washington State Nonresidential Energy code Compliance Forms ACnI'tA9� Project Info Project Address 16710 Smokey Point Blvd. Date 10-28-96 Arlington, WA 98223 For Building Department Use Applicant Name: Smokey Point Properties Applicant Addres 6 [ Smokey Point Dr. Arlington- Applicant Phone: (360)653-4555 Project Description ® New Building ❑Addition ❑Alteration ❑ Change of Use ® Prescriptive ❑ Component Performance ❑ ENVSTD ❑Systems Compliance Option (See Decision Flowchart(over)for qualifications) Analysis Sp cc I-leatType ❑ Electric resistance All other (see over for definitions) Total Gla2ing Area Glazing Area Calculation (rough opening) Gross Exterior Note:Below grade walls may be included in the (vertical&overhd) divided by Wall Area times 100 equals %Glazing Gross Exterior Wall Area if they are insulated to _ v 100 the level required for opaque walls. 11,439.20 s.f. 34,493.88 /� - 33.19 Concrete/Masonry Option ❑Check here if using this option and if project meets all requirements for the Concrete/Masonry Option See Decision Flowchart(over)for qualifications Enter requirements for each qualifying assembly in the table below. Envelope Requirements(enter values as applicable) Opaque Concrete/Masonry Wall Requirements Fully heafe&cooled space Insulation on Interior-maximum U-factor Is 0.19 Minimum Insulation R-values Insulation on exterior or integral-maximum U-factor is 0.25 Roofs Over Attic R-30 If project qualifies for Concrete/Masonry Option,list walls with HC>9.0 Btu/Ra-'F below(other walls must meet All Other Roofs R-21 Opaque Wall requirements). Use descriptions and values Opaque Walls R-11 from Table 20-5b In the Code. Below Grade Walls NA Wall Description U-factor Floors Over Unconditioned Space NA (including insulation R-value&position) Slabs-on-Grade R_10 Radiant Floors NA Maximum U-factors Opaque Doors .60 Vertical Glazing 11,376.2 s.f .50 Overhead Glazing 63 s.f. 1.25 Maximum SHGC(or SC) Vertical/Overhead Glazing .45 Semi-heated space* Minimum Insulation R-values Roofs Over Semi-Heated Spaces' NA 'Refer to Section 1310 for qualifications and requirements Notes: 07/24/1997 11: 02 2062596660 EVERG ST SH METAL PAGE 02 1994 Washin tan State Nonresidential �n r o I ance t=crm MEC 1 al Surnrnary �w pia+ Pro'ect Info PrNoctAWM -L et ED �M NOW JUL 2 4 •..: W. V P Ow Iva clip on : .,i f.•r tr.��+arJ MI'J, i•• .. M -i efwtly Osafud>!tn.ch#NCa1 tiYaurn , «�. _»1 type am twures. ©CompNx$04M C,6"Oft A"We Compliance Option p� VkW4 wt to IRIAWWWWOt Equipment Schedules The Owww"k+brlf WM I."q*"1•og VW*r go#WO po'WAWW"MWOMAKU W11 °""an W"" pw, pr prate wlt W pros,all in to a*&"WNllaw .kb*w. Cooling E uspiment Schedule Equip. qrM BEER ID KER IPLV' Brand Herne' IAodd Aie.+ Cepectyt TOM GPM t{�1�M of t,ot:etton e u t A%n % 0 Heatinc, E ul ment Schedule E�ip' YoW GPM Nod Wuh Outpd Bwh Eftkunwcy' 10 Brand NNNti AAo"NO t:el Pan E ui ment SchtdUIO" + EIDp Brand IVart+ao ► +w.+ CFM sPo t+11M 11M ttiw Contra' Low+oa+a Sarvre o...v F S Cw5 t `u avaxaOM '!►.t.1¢eo.eaoreMf+o M Tebb 14t,t41 of 14.1 M legwed, Cap,1{ ",CWMpANon Emc*rvj o►AiNE.M aPD+w+" 't=+aw aomrot typo;VAV.canon l VOW*w gtlebla 00"d, _ � .. ... r 07/24/1997 11:02 2062596660 EVERG ST SH METAL PAGE 01 1994 WasNrtlrn.% t nresidantial r lianc arm :e•I fiat,ningi on Nonlefil"1i.i 6M19Y(:4Ce CimP%&m# am• April 1994 Project Info Project Address Date Z'i r For Sullding oapartrrwnt Lsa Applicant Name; Applicant Address: I R R i-Lz oj- Applicant Phone: `'a !' Jai Project Description JUL 2 4 19.97 Briefly describe mechanical system PLANNING r_ ENT type and features. D�V�LOPM SERVICPQ Sunple System Q Complex System Q Systalrrte An.lysls C:ompliar>ce Option (Soo Decision flowchart(over)for qualff{calbns) l;y ui prnent Schedules The FeOw Momt pto Mn9 Iation is required to be o"reted With the meohanicel equipment schedules on the plena. For prgtrels withcwt plans,fi l in the required Womtation'below. Clooling Equipment Schedule Equip OAA CFM 5 lU Brand Name' Model No.' Capac", Tots)CFM 11eono ER IPLV3 Location Fytl 1 %t oao 11. 000 10.0 (1`I 21u 31,4 Lk•N I.CA goo to,este G1� la•O io.�t or`14 r •> i I-j�woA. Us 24—4S-1 eea:okJ In. !o o O pi Rtp•� yW}I N f.10J J7 to SS l GGS t b -- &P.Ito to.a 0. r-p�► - Awl*, Q OGCI t FlIcati-ng E ui ment Schedule Equip 1p Brand Name' Model NO.' Capacity' Total CFM oftAd Input stuh Output 8tuh Efficiency' u t 2 Ltero .uk %-&A JIM a*0 VA*Ju eMo 60 t�u 'S�4 LWIJra L64- San 17 o _104-wto- 12 o ru KJ LL- CaC 3 00D ecom %Z& 00o Qti CX13 rddio 'r,,tr Ltt Al-o Z 000 Ift 000 rB wo ?e.w 17a A r t t'•z 12 " 3 _taftj soltV-) Ian Equipment Schedule Equip ID Brand Name' Model No.' CFM spl. "Plemp Flow Contrail Location of Service G-F cl.� -l JLuu Ai.L VISO lSao • �� I .1 2 towla WMu F �� C I:'--Z, :Sr..l., Ai., T gx> .2S' t ,r Oxar,zap - r Nc tam � CF. AA o k 6 �t . I Sb t, WS Qoa`rxtiir - t1M1•.1 FYI• L I=- S�e 1., A CR Io0 PF • 2s� t .0'5 N - zoo.--- .!A- AIn 65P is -5 3r t,lcvMt �k+�i'�.Iv+Jrl17 It available As tested according to Table 141,14Y Or 143. 3 If fagwred. 'COP,MSPI,Combustion EfAeient y,or AFUE.as applicable. 'F low oontroi types: VAV,constant Volume,a vsftable$peed. 1994 Washington State Nonresidential Energy Code Compliance Form LVghting Permit Plans Checklist WX v 1994 Washington Slate Nonresidential Energy Code Compliance Forms Lacond Edition-June 1995 Project Address 16710 Smokey Point Blvd; Arlington, Washington 98223 Date 10/10/97 The following Information Is necessary to check a lighting permit application for compliance with the lighting requirements In the 1994 Washington State Nonresidential Energy Code. Applicability Code Location Building Department (circle) Section Component Information Required on Plans Notes IGHTING CONTROLS (Section 1513) yes no n.a. 1513.1 Local controvaccess Schedule with type,indicate locations E2-t/ yea ao a.a. 1513.2 Area Controls Maximum limit per switch 15113.3 Daylight zone control Schedule with type and features,indicate locations yen no n.a. vertical glazing Indicate vertical gazing on plans ye■ no n.a. overhead glazing Indicate overhead glazing on plans - yes 1513.4 ispiaylex Ib special ndicate separate controls 1513.5 Exterior shut-orSchedule with type and features,indicate Location You no ln.a. (a)timer w ackup Indicate location yae i no n.a. b)photocell. Indicate location tl 15113,6 inter.auto shut-on indicate location yen no a.a 1513.6.1 (a) occup,sensors Schedule with type and locations yee no n.a. 1513.6.2 (b auto.switches chedule with type and features(back-up,override capability), E,S Indicate size of zone on plans LIGHTING WATTAGE (Sections 1520-22 or 1530-32) (yen) no Ughting Sum.Form Umpleted and attached. Schedule with fixture types, lamps,ballasts,watts per fixture ELECTRIC MOTORS (Section 1511) yes ao n.a.1 I Elec motor efficiency IMECH-MOT or Equipment Schedule with hp,rpm,effiaencySe Mech 1 "no" Is circled for any quest on, prov de explanation: 1994 Washin ton State Nonresidential EnerqgCode (;oiii iiullL,`_: I L'"' • • • � • ' April,1D04 1994 Washington State Nonessrdential Energy Code Compliance Forms Decision Flowchart Use this flowchart to determine If project qualifies for the optional Prescriptive Option. for Prescriptive Option II not,either the Component Performance or Systems Analysis Options must be used. Electric Resistance:Space heating systems wnyOh use electric resistance elements 1702 apace Most Type:For the purpose of determining building envelope as the primary heating system"'eluding bassooard.rodent.and forced air units requirements.Me lollowing two ealegenea comprise ell aides Mdl.a type s•' Start ) whete Me�1 electna reustanu Mat eapaaty etieeMs 110 Wet'of fo gross Other.All other space healing systems including gas,solid lull,Olt,and prgpan! 1 eondNerted poor etas. Exception:Most pum rid termmst elsetrta tesrstanae apses heating systems and those systems listed In the exception to electric W hosting in variable au volume distribution Systems resistance. (continued at nphq 1 Electric Resistance 1 no Hest? , ' Yes r Masonry An ' All ��• /Masonry Wall Criteria OKV'4—*. w41ts R-19 yes�_(Wlowl/' M10 `Msuhboni/ walls R-11 YtS(1%, Criteria OK7,� I '�lrtaulatwn7.� no \\lasbyy)/� Yes yea Y nc r I no ' �v�s A Y - l Y • 420%\ e40%`. w Is2z5ngT% •d1azln�pZ no no ye `•Olazm9':•'j10 I ^o i' yN`� � s yes i r r All Insulation installed? � tt All Insulation installed? All Insulation Installed'► I I All Insulation Installed. i Opaque Watts R•19 Opaque Wells R•11 Opaque Watts R•t9 Below grade wells(eyt) R-10 (Opaque Wells R-11 (Mason winks(inq U-0.19 Masonry walls lint) U-019 I allow grade walls(othr)R•19 BelcrW grade walls(ext) R-10 Masonry Masonry wens(other) U-0.25 Rears over attics R'38 i Below grade walla(othr)R•1 I :Masonry wells(other) U-0.25 I Below grade walla(ext) R•10 I R-30 I 'Roofs over attics R-30 I IBeIOW grade walls(elf) R-10 I All other rook ;All other roofs R•21 i Below grade walls(othr)R•11 I Below grade walls loth")R-19 Floors over uncond. R-30 Roofs over Same R-30 I Roofs over attics R•36 Slabs-on-grade R•10 Floors over uncond.sp. R-19 R•21 R-30 R-f0 (slabs on-grade R-10 �tll other roofs I F� e� uncond. R•30 (Radiant floors Radiant floors R-10 Floors over uncond.sp. R-19 I (Opaque soon U-0.60 R-10 ) RadiSiabant R-10 I Opaque dotin U-0.60 I I ;Slobs-on-grade R•10 I Radiant floors R-10 4 !Radiant floors 13 Opaque do°n U-0.60 Glazing Criteria Met? U-0.80 r Glazing Critens Metz OPsqus doge 1 rM20% ldzreg Vert OH Glazing Vert OM I GlazinO Criteria Mel? I Glazing Crdena Mel? , rea% U U SHGC 1 040 080 1.00 Area% U U SHGC ( Glazing Vert. OH lx0•15% 090 145 1 Glazing Vart. OH 00 Area% U U SHGC , 15.20% 075 14 1 0) 1 t Area•b U U SHGC I 1 20.30% 0 60 1 30 0.65 1 1 00.15% 0 90 1.45 100 I 00 20% 040 060 1.00 yes 1 i no 1 30-40% 0.50 1,25 0 45J 1 1 15-20% 075 1.40 100 20-30% 060 1.30 065 I yes ^0 no l yes ' 30-40% 050 1.25 045 r , t i no i yes Presepta Path lory Awd I r Component Performance or �j Systems Analysis Required 'If the area Concrete/Maso Option"' Wall Heat Capacity ( weighted heat Ass Ta HC" Area(sQ HC x Area capacity(HC)of Assembly Description y g the total above grade wall Is a minimum of 9.0, the Concrete Masonry Option may be used. "For framed walls,assume HCn1.0 unless calculations are provided:for all., other walls.use Section 2009. Totals Area weighted HC:divide total of(HC x area)by Total Area 1994 Washin ton State Nonresidential Lnerc lock, Guiii Rance; I-ufiii d e • Apnl,1994 1994 Washington stale Nonreudenual Energy Code Compliance Foims Project Info project Address 16710 Smokey Pt. Blvd. Da1e10-21-97 Arlin t o nl WA. 98223 For Building Department Use Office Applicant Name:Smoke O Tower Applicant Address: 16404 Smokey Pt Blvd #301 Arlin ton dA Applicant Phone: _ 60 659-8551 Project Descri �tioii New Building ❑Addition ❑Alteration ❑ Change of Use Prescriptive ❑Component Performance ❑ ENVSTD ❑ Systems Compliance Option (See Decision Flowchart(over)for qualifications) Analysis Space Heat"1 y )e ❑ Electric resistance ®All other (see over for dellnitions) Total Glazing Area Glazing Area Calculation (rough opening) Gross Exterior Note:Below grade walls may be included in Ihd- (vertical&overhd) divided by Wall Area times 100 equals %Glazing Gross Exterior Wall Area if they are insulated to _ .1 00 _ the level required for opaque walls. 3939 sq. f t. 19,868 sC . f t. /` 1 �(� Concrete/Masonry Option ❑Check here if using this option and if project meets all requirements for the ConereleRMasonry Option. See Decision Flowchart(over)for quallQcallons. Enter requirements for each qualifying assembly in the table below. Envelope Requirements(enter values as applicable) opaque Concrete/Masonry Wall Requirements Fully heateWcooled spacer Insulation on Interior-maximum U-factor Is 0.19 Minimum Insulation R-values Insulation on exterior or integral-maximum U-factor is 0.25 Roofs Over Attic R-30 If project qualifies for Concrete/Masonry,Option,list walls with HC 2 9.0 Btu/li'-IF below(other walls must meet All Other Roofs N/A Opaque Well requirements). Use descriptions and values Opaque Walls R-19 from Table 20-5b In the Code. Below Grade Walls NZA Wall Description U-factor Floors Over Unconditioned Space NZA (including insulation R-value&position) Slabs-on-Grade R-10 Radiant Floors N/A Maximum U-factors Opaque Doors 0.60 Vertical Glazing 0.60 Overhead Glazing 1.30 Maximum SHGC(or SC) Vertical/Overhead Glazing N/A Semi-heated space"' Minimum Insulation R-values Roofs Over Semi-Heated Spaces' N/A ? r 'Refer to Section 1310 for qualifications and requirements !� , Notes: OCT 2 LPL'AL'VN1,PV4G�s 1994 Washington State Nonresidential Energy Code Compliance Form Page 2 of ,2 • • Summary 1994 Washington State Nonresidential Energy Code Compliance font• \ ' Second Edition-Jung 1995 Project Info ProiectAddress Continued from Page 1 Date 10/10/97 For Building Department Use Applicant Name: Applicant Address: Applicant Phone: Project Description ❑ New Building ❑ Addition ❑ Alteration ❑Compliance Option Prescriptive ❑ Lighting Power Allowance ❑ Systems Analysis (See Qualification Checklist(over).Indicate Prescriptive&LPA spaces dearly on plans.) Alteration Exceptions ❑ No changes are being made to the lighting (check appropriate box) ❑Less than 60%of the fixtures are new,and Installed lighting wattage Is not being Increased Maximum Allowed Lighting Wattage (Interior) Location Allowed (floor/room no.) Occupancy Description Watts per ft2" Area In ft2 Allowed x Area Assembly 1.0 1,338.2 1,338.2 Retail B 1.5 120.5 180.8 Conference 2.0 584.9 1.169.8 •'From Table 15-1 (over)-document all exceptions taken from footnotes Total Allowed Watts 2,688.8 Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Location Number of Watts/ Watts (floor/room no.) Fixture Description Fixtures Fixture Proposed Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts Maximum Allowed Lighting Wattage (Exterior) Allowed Watts Area In ft2 Allowed Watts Location Description per ft2 or per If (or If for perimeter) x ft2(or x IQ Covered Parking 0.2 W/ft2 Open Parking 0.2 W/ft2 Outdoor Areas 0.2 W/tt2 Bldg.(by facade) 0.25 W/ft2 Bldg.(by perim) 7.5 WA Note:for building exterior,choose either the facade area or the perimeter method,but not both) Total Allowed Watts Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed Perimeter Type 'W1 ' : 1-50W HPS 1 66.0 66.0 it Type 'V' : 1-10OW HPS 8 130.0 1,040.0 T 'V1 ' : 1-15OW HPS 1 6 188.0 1,128.0 Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 2,234.0 1994 Washington State Nonresidential Energy Code Compliance Form Page 1 of 2 • • Summary 1994 Washington State Nonresidential Energy Code Compliance Forms Second Edition-June 1995 Project Info Project Address Smokey Point Properties Date 10/10/97 16710 Smokey Point Boulevard For Building Department Use Arlington, Washington 98223 Applicant Name: Smokey Point Properties Applicant Address: 17215 Smokey Point Drive; Arlington, WA Applicant Phone: 360/653-45 55 Project Description New Building ❑ Addition ❑ Alteration ❑Compliance Option Prescriptive x❑ Lighting Power Allowance ❑ Systems Analysis (See Qualification Checklist(over).Indicate Prescriptive&LPA spaces dearly on plans.) Alteration Exceptions ❑ No changes are being made to the lighting (check appropriate box) ❑Less than wl.of the fixtures are new,and Installed lighting wattage is not being increased Maximum Allowed Lighting Wattage (Interior) Location Allowed (floor/room no.) Occupancy Description Watts per fe" Area In ftz Allowed x Area Common Areas Corridors Toilets 0.8 23.047.6 18,438.1 Stora a 0.5 1,362. 1 681.1 Laundry 1.3 317.4 4.12.6 Office 1.2 492.3 590.8 Sub-total from Page 2 29688.8 From Table 15 1 (over)-document all exceptions taken from footnotes Total Allowed Watts 22,811.4 Proposed Lighting Wattage (Interior) (May not oxcood Total Allowed Watts for Interior) Location Number of Watts/ Watts (floor/room no.) Fixture Description Fixtures Fixture Proposed Types 'A' & V : 3-F032T8 52 93 4,836 T es 'B' 'C' 'G' 'L' : 2-F032T8 128 62 7,936 Types 'D' & 'H' : 4-F032T8 3 124 372 T es 'K' & 'M' : 2-CF13TT 149 28 4,172 TvDe 'P' : 2-CF26DTT 15 46 690 TvDe 'N' : 1-CF39BX 33 37 1,221 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 19,227 Maximum Allowed Lighting Wattage (Exterior) Allowed Watts Area in ft2 Allowed Watts Location Description per ftz or per If (or If for perimeter) x f:2(or x If) Covered Parking 0.2 W/ftz Open Parking Parking Lot 0.2 W/ft2 14t ,148.3 29,629.0 Outdoor Areas 0.2 W/ft2 Bldg.(by facade) 0.25 W/fe Bldg.(by perim) Perimeter Lighting 7.5 W/lf 1,268.6 9,514.9 Note:for building exterior,choose either the facade area or the perimeter method,but not both) Total Allowed Watts ;3 9 143.9 Sub-total Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) from P. 2 2,234.0 of Watts/ W Location Fixture Description F Fixture Prop Parkin Lot Types 'Y' 'Y1' 'Z1' 'Z,.., : 1-400WHP. $�' 1`! . 57>-0� 3656.40 " T e 'Z2' : 2-400W HPS 8 gl w 7 . Perimeter Type 'W' : 1-70W HPS r 91.0 r' 273.0 Total Proposed Watts may not exceed Total Allowed Watts for Earlet. ' ' fotal P Watts13,475.0 �NNING SRV/� R&� c!_D!N 1 FWIDTH --------- --- ------------------------------------------------------------ P E T E R DATE: 07/22 GINTAUTAS PROJ: SPP-OFFICE N A L I S SUBJ: TYP CONC SHEARWALL-EXTERIOR A-. E C UNIFORM LOAD ON CONTINUOUS FOOTING - ------- ---------------------------------------------------------------- 3.0 = P allow ksf 16 = cont.width min.in. 24 = square width -min.in. ------------------------------------------------------------------------------ TYP CONC SHEARWALL-EXTERIOR dr- SLV&, fW,jMejjffK ------------------------------------------------------------------------------ Length 10.0 <--------------> FT psf WL WD 2.8 klf FLOOR ----- ---------------- ----- ----- ' +--------+ ROOF FLOOR: / width / = 2.0 @ LL = 25.0 psf = 50 ' +- ------+ @ DL = 25.0 psf = 50 I I WALL: height ! = 8.0 @ DL = 25.0 psf = 200 +--------+ UPPER FLOOR: / width / = 2.0 @ LL =100.0 psf = 200 +-cont_--+ +--------+ @ DL = 50.0 psf = 100 -> 1.3 <- ft WALL: height = 10.0 @ DL = 25.0 psf = 250 16 = use width +--------+ 2.11 = p act ksf LOWER FLOOR: / width / = 2.0 @ LL = 60.0 psf = 120 11 = width reqd +--------+ @ DL = 50.0 psf = 100 16 = width min WALL: ! height = 10.0 @ DL = 25.0 psf = 250 28.1 k FLOOR: / width / = 2.0 @ LL = 60.0 psf = 120 --' +--------+ @ DL = 50.0 psf = 100 I WALL: height = 12.0 @ DL = 25.0 psf = 300 +--------+ +--+ k--+ FLOOR: / width / = 2.0 @ LL = 60.0 psf = 120 ; square +--------+ @ DL = 50.0 psf = 100 -�-----3 +.1 <- ft WALL: @ DL = 15.0 psf = 3.1 use width FOUNDATION = 3.0 @ DL =100.0 psf = 300 3 = width reqd FOOTING = 1.5 @ DL =150.0 psf = 450 2 = width min ----- ---------------- ----- ----- 80 = AREA LLred 610 2200 Y = USE LLred? red WL 610 W = 610 2200- or 2.8 klf FWIDTH --------- ---------------------------------------------------------------- P E T E R DATE: 07/22 GINTAUTAS PROJ: SPP-OFFICE N A L I S SUBJ: TYP CONC SHEARWALL-WEST INTERIOR A . E . C UNIFORM LOAD ON CONTINUOUS FOOTING --------- ---------------------------------------------------------------- 3.0 = P allow ksf 16 = cont.width min.in. 24 = square width min.in. ------------------------------------------------------------------------------ TYP CQI-IC SHEARWALL—WEST IHTERIOR ------------------------------------------------------------------------------ Length 10.0 <--------------> FT psf WL WD 8.7 klf FLOOR ----- ---------------- ----- ----- ----- +--------+ V ROOF FLOOR: / width / = 10.0 @ LL = 25 psf = 250 +--------+ @ DL = 25 psf = 250 ' WALL: height = 8.0 @ DL = 100 psf = 800 +--------+ ; cont. 4TH FLOOR: / width / = 10.0 @ LL = 100 psf = 1000 +--------+ +--------+ @ DL = 50 psf = 500 -> 2.9 <- ft WALL: height = 10.0 @ DL = 100 psf = 1000 35 = use width +--------+ 3.00 = p act ksf 3RD FLOOR: / width / = 8.0 @ LL = 60 psf = 480 35 = width reqd +--------+ @ DL = 50 psf = 400 16 = width min WALL: height = 10.0 @ DL = 100 psf = 1000 87.3 k 2ND FLOOR: / width / = 8.0 @ LL = 60 psf = 480 V +--------+ @ DL = 50 psf = 400 ; WALL: height = 12.0 @ DL = 100 psf = 1200 MAIN FLOOR: / width / = 2.0 @ LL = 60 psf = 120 ; square ; +--------+ @ DL = 50 psf = 100 +------ -> 5.4 <- f t WALL: @ DL = 15 psf = 5.4 - use width FOUNDATION = 3.0 @ DL = 100 psf = 300 5 = width reqd FOOTING = 1.5 @ DL = 150 psf = 450 2 = width min ----- ---------------- ----- ----- 360 = AREA LLred 2330 6400 Y = USE LLred? 17% red WL 1939 W = 2330 6400 or 8.7 klf FWIDTH --------- ---------------------------------------------------------------- P E T E R DATE: 07/22 GINTAUTAS PROJ: SPP-OFFICE N A L I S SUBJ: TYP CONC SHEARWALL-EXTERIOR A . E . C UNIFORM LOAD ON CONTINUOUS FOOTING --------- ---------------------------------------------------------------- 3.0 = P allow ksf 16 = cont.width min.in. 24 = square width min.in. ------------------------------------------------------------------------------ TYP COI-IC SHEARWAL-L_—EXTERIOR ------------------------------------------------------------------------------ Length 10.0 <--------------> FT psfWL WD 10.0 klf FLOOR ----- -------- ----- --- -- - ----- +--------+ V ROOF FLOOR: / width / = 12.0 @ LL = 25 psf = 300 +--------+ @ DL = 25 psf = 300 WALL: height = 8.0 @ DL = 100 psf = 800 +--------+ ; cont. ; 4TH FLOOR: / width / = 12.0 @ LL = 100 psf = 1200 +--------+ +--------+ @ DL = 50 psf = 600 -> 3.3 <- ft WALL: ; height = 10.0 @ DL = 100 psf = 1000 40 = use width +--------+ 3.00 = p act ksf 3RD FLOOR: / width / = 12.0 @ LL = 60 psf = 720 40 = width reqd +--------+ @ DL = 50 psf = 600 16 = width min WALL: height = 10.0 @ DL = 100 psf = 1000 100.1 k 2ND FLOOR: / width / = 12.0 @ LL = 60 psf = 720 V +--------+ @ DL = 50 psf = 600 ; WALL: height = 12.0 @ DL = 100 psf = 1200 MAIN FLOOR: / width / = 2.0 @ LL = 60 psf = 120 ; square +--------+ @ DL = 50 psf = 100 +--------+ -> 5.8 <- f t WALL: @ DL = 15 psf = 5.8 = use width FOUNDATION = 3.0 @ DL = 100 psf = 300 6 = width reqd FOOTING = 1.5 @ DL = 150 psf = 450 2 = width min ----- ---------------- ----- ----- 480 = AREA LLred 3060 6950 Y = USE LLred? 26% red WL 2252 W = 3060 6950 or 10.0 klf FWIDTH --------- ----------------------------------------------------------------- P E T E R DATE: 07/22 GINTAUTAS PROD: SPP-OFFICE N A L I S SUBJ: TYP CONC SHEARWALL-INTERIOR A . E . C UNIFORM LOAD ON CONTINUOUS FOOTING --------- ---------------------------------------------------------------- 3.0 = P allow ksf 16 = cont.width min.in. 24 = square width min.in. ------------------------------------------------------------------------------ TYP COI-IC SHEARWALL— II-ITERIOR ------------------------------------------------------------------------------ Length 10.0 <--------------> FT psf WL WD 11.7 klf FLOOR ----- ---------------- ----- ----- ' +--------+ V ROOF FLOOR: / width / = 16.0 @ LL = 25 psf = 400 ' +--------+ @ DL = 25 psf = 400 WALL: height = 8.0 @ DL = 100 psf = 800 +--------+ 4TH FLOOR: / width / = 16.0 @ LL = 100 psf = 1600 +---n----+ +--------+ @ DL = 50 psf = B00 -> 3.9 <- ft WALL: height = 10.0 @ DL = 100 psf = 1000 47 = use width +--------+ 3.00 = p act ksf 3RD FLOOR: / width / = 16.0 @ LL = 60 psf = 960 47 = width reqd +--------+ @ DL = 50 psf = 800 16 = width min WALL: height = 10.0 @ DL = 100 psf = 1000 116.9 k 2ND FLOOR: / width / = 16.0 @ LL = 60 psf = 960 V +--------+ @ DL = 50 psf = 800 ' WALL: height = 12.0 Q DL = 100 psf = 1200 MAIN FLOOR: / width / = 2.0 @ LL = 60 psf = 120 square +--------+ @ DL = 50 psf = 100 +--------+ -> 6.2 <- f t WALL: @ DL = 15 psf = 6.2 = use width FOUNDATION = 3.0 @ DL = 100 psf = 300 6 — width reqd FOOTING = 1.5 @ DL = 150 psf = 450 2 = width min ----- ---------------- ----- ----- 640 = AREA LLred 4040 7650 Y = USE LLred? 39% red WL 2456 W = 4040 7650 or 11.7 klf M1 5 . M1�6 a M17 --------------------- ------ ---------------------------- P E T E R DATE: 03/26 GINTAUTAS PROD: SPP OFFICE BLDG N A L I S SUBJ: M15,M16,M17 A . E . C COLUMN & STORY LOADING --------- ------------------------------------------------------- 44 ALLOM SOIL PRESSURE psf ------* 1.5 = CONT FT6 MIN NIDTH ft <-- (P)partition 2 = SQUARE FT6 MIN DIN ft. " ............. (F>floor -- ;V>Nall or STORY :C>calmam v -f / P or Fu M15,M16,M17 ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = 240 52=llR DL LLred LOAD SUMMARY STORY TYPE LIVE psf V 1 L spaa remarks 10.4 5.7 PD PL TL -- ---- ------- ----- ----- ----- ----- ----- ROOF F L 25 3 L 30 floor... L0 10.4 5.7 16.1 F 32 3 L 30 floor... 7.7 Y 15 b k 30 Nall.... 2.7 KLF uaif loadima 0.3v.2 4.5 NLL N0L 01. ------------------ ------------------ ;;11!',l11111111111 spam = 30 TL= 16. 1 k. CONT FTG = 1 . 5 SO FTG = 2.8 ------ ---- ---- ----- ---- ---- ------- ----------------------------- --------- ------------------------------------------------- P E T E R DATE: 03/25 GINTAUTAS PROD: SPP. OFFICE N A L I S SUBJ: E18 A . E . C COLUMN & STORY LOADING --------- -------------------------------------------------- If <(-- <M>misc. 2 = ALLOY SOIL -------- 1.5 = CONT FIG Y <<-- (Kiartition 2 = SQUARE FTG ' ------------- <C-- 1>wall or STORY (C>colmmo V ,% P or Po ------ ---- ---- ----- ---- ---- ------- ------------ Of AREA = 750 362=LLR DL LLred STORY TYPE LIVE psi Y & l son remarks 23.5 12.0 ------ ---- ---- ----- ---- ---- ------- ----- ------ ROOF F L 25 25 L 30 floor... 13.3 F 32 25 L 30 floor... 24.0 Y 15 12 h 25 wall.... 4.5 TL= 40. 5 k. CONT FTG = 1.5 SO FTG = 4. 5 ------ ---- ---- ----- ---- ---- ------- ------------ plf AREA = 750 602=LLR ➢L LLred STORY TYPE LIVE psf V & L spaa remarks 73.1 15.0 FOURTH F L 50 25 L 10 floor... 37.5 F 93 25 L 30 floor... 69.3 V 15 9 h 25 wall.... 3.4 TL= 128.6 k. CONT FTG = 2. 1 SA FTG = 8.0 ------ ---- ---- ----- ---- ---- ------- ------------ Of AREA = 750 60i=LLR DL LLred STORY TYPE LIVE psf V & L soap remarks 73.1 15.0 -- ---- ---- ----- ----- ---- - ---- THIRD F L 50 25 L 30 floor... 37.5 F 93 25 L 30 f►oor... 67.2 Y 15 9 h 25 wall.... 3.4 TL= 216.8 k. CONT FTG = 3.6 SO FTG = 10.4 ------ ---- ---- ----- ---- ---- ------- ------------ plf AREA = i6O 60x=LLR )L LLred STORY IYPE LIVE osf V & L soap remarks "3.0 7.2 ECOND F L 50 12 L 3) floor... 13.0 F 93 12l 30 floor... 33.5 Y 15 12 h 25 wall.... 4.5 TL= 261 .9 k. CONT FTG = 4.4 SA FTG = 11 .4 ------ ---- ---- ----- ---- ---- ------- ------------ P E T E R DATE: 03/25 - GINTAUTAS PROD: SPP, OFFICE N A L I S SUBJ: E15 E16 E17 A . E . C COLUMN & STORY LOADING --------- -------------------------------------------------------- 11 :(-- (M>aisc. 2 = ALLOY SOIL PRESSURE psf -------- 1.5 = COOT FIG HIM VIDTM ft (C-- (Pipirtltlon 2 = SQUARE FIG MIN DIM ft. !---- -- (<-- 0floor ' ------------- (<-- (Y)rill or STORY (Ocoluan V --- 11 P or Pa ------ ---- ---- ----- ---- ---- ------- ----------------------------- plf AREA = I 36Z=lLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf V A L spaa reiirks 24.0 12.0 PD PL TL - ----- ---- ---- ------- ----- ----- ----- ----- ----- ROOF F L 25 25 L 70 floor... 18.8 24.0 12.0 34.0 F 32 25 L 30 floor... 24.0 Y 15 h rill.... 0.0 KLF waif loadia4 0.8 0.4 1.2 wLL dL vTL ------------------ ------------------ 11 30 /\ spaa = TL= 36.0 k. CONT FTG = 1 .5 SO FTG = 4.2 ------ ---- ---- ----- ---- ---- ------- ----------------------------- plf AREA = 750 60Z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf Y i L spaa reaarks 69.8 15.0 PD PL TL - - ---- ---- ------- ----- - -- -==== ===== ----- FOURTH F L 50 25 L :0 floor... 37.5 93.3 27.0 120.8 F 93 2S L 30 floor... 69.8 Y 15 h gill.... 0.0 KLF unif loidia9 3.1 0.9 4.0 AL rDL wTL ------------------ ------------------ ;1 30 A spaa = TL= 120.8 k. CONT FTG = 2.0 SO FTG = 7.8 ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA -- 750 bOZ=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf V A L spaa reaarks 0.8 15.0 PD PL TL - ---- ----- ----- ---- ------- ----- ----- ----- ----- ----- THIRD F L 50 25 L 30 floor... 37.5 163.5 42.0 205.5 F 93 25 L N floor... 69.8 Y 15 h wall.... 0.0 KLF unif loading 5.5 1.4 6.9 wLL wDL wTL ------------------ ------------------ A 30 A spaa = TL= 205. 5 k. CONT FTG = 3.4 SA FTG = 10. 1 ------ ---- ---- ----- ---- ---- ------- ----------------------------- --------- -------------------------------------------------------- P E T E R DATE: 03/25 GINTAUTAS PROD: SPP. OFFICE N A L I S SUBJ: E14 A . E C COLUMN & STORY LOADING ---------- ------------------------------------------------------- II „-- (M)eisc. 2 = ALLOY SOIL PRESSURE psi -------- 1.5 = CONT FIG HIM YIDTH ft �(-- (P)partitiop 2 = SQUARE FTC HIM DIM ft. " ------------ - ((-- (F)floor ------------- ; ((-- (V)rall or STORY ; (C)colaae V -- .1 P or Pa plf AREA = 375 14Z=LLR DL Llred LOAD SUMMARY STORY TYPE LIVE psi D 1 L span ►esirks 14.2 3.1 PD PL TL -- ----- ---- ---- ------- ----- ----- -=--- ----- ----= ROOF F L 25 25 L 15 floor... 7.4 14.2 8.1 22.3 F "1 25 L 15 floor... 12.0 Y 15 12 h 12 Mill.... 1.2 KLF waif loading 0.7 0.5 1.5 AL vDL vIL ------------------ ------------------ A 15 J1 soil -- TL= 22.3 k. CONT FTG = 1 . 5 SO FTG = 3.3 ------ ---- ---- ----- ---- ---- ------- ----------------------------- plf AREA - 375 48Z-LLR DL llred LOAD SUMMARY STORY TYPE LIVE psi V 6 L spa renarks '46.5 7.8 PD PL TL ---- ----- ----- ----- FOURTH F l 50 25 L 15 floor... 13.8 50.7 17.7 68.5 F 73 1.5 L 15 floor... N.7 Y 15 7 h 12 rill.... 1.6 ILF unif loidias 3.4 1.2 43 AL wDL vIL ------------------ ------------------ il 15 A span = TL= 68. 5 k. CONT FTG = 2.3 SA FTG = 5.9 ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA : 375 60Z:LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psi V i L span reearks 7A c. 7.5 PD PL TL ---- - ----- ----- ----- THIRD F L 50 25 L 15 floor... 13.8 87.2 25.4 112.5 F 93 25 L 15 floor... 34.7 1 15 7 h 12 wall.... 1.6 KLF unif loadino 5.3 1.7 7.5 rlL wDL wTL ------------------ ------------------ :', 15 11 span : TL= 112. 5 k. CONT FTG = 3.8 SO FTG = 7. 5 ----- ---- ---- ----- ---- ---- ------- ----------------------------- --------- ------------------------------------------------------- P E T E R DATE: 03/25 GINTAUTAS PROD: SPP, OFFICE N A L I S SUBJ: B15 B16 B17 A . E . C COLUMN & STORY LOADING --------- ------------------------------------------------------- tl (C-- (M>misc. 2 = ALLOY SOIL PRESSURE psf -------- 1.5 = CONT FT6 MIN VIDTH ft (C-- (P>partition 2 = SQUARE FT6 MIN DIM ft. " ............. CC-- 0floor ' ------------- CC-- (V>rall or STORY CC>toluma V --- 1/ P or Pa ------ ---- ---- ----- ---- ---- ------- ----------------------------- plf AREA = 360 13Z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf Y 6 L span remarks 16.9 1.9 PD PL TL ---- ----- ----- ----- ROOF F L 25 12 L 30 floor... 9.0 16.9 1.9 24.8 F 32 12 L 30 floor... 11.5 Y 15 12 h 30 rill.... 5.4 RE uaif loadiaq 0.6 0.3 0.8 rLL rDL r1L ------------------ ------------------ 1% 30 A span = TL= 24.8 k. CONT FTG = 1 .5 SO FTG = 3. 5 ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = 360 46Z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf V i l span remarks 31.5 9.8 PD PL TL ---- ---- - ----- ----= ----- FOURTH F L 50 12 L 30 floor... 18.0 54.4 11.7 72.1 F 93 12 L 30 floor... ".5 Y 15 9 h J0 wall.... 4.1 CLF unif loadiaa 1.8 0.6 2.4 rLL vDL wTL ------------------ ------------------ i'l 30 /% span = TL= 72. 1 k. CONT FTG = 1 . 5 SA FTG = 6.0 ------ ---- ---- ----- ---- ---- ------- ----------------------------- plf AREA = 360 60Z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf V & L span remarks j1.5 1.2 PD PL Tl -- ----- ---- ------ ----- ----- ----- THIRD F L 50 12 L 30 floor... 18.0 92.0 N.9 116.8 F 93 12 L 30 floor... J3.5 Y 15 9 h 30 wall.... 4.1 CLF uaif loadW 3.1 0.8 3.9 rLL rDL rTL ------------------ ------------------ i1 30 A span = TL= 116.8 k. CONT FTG = 1 .9 SO FTG = 7.6 ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = 360 60Z=LLR .IL LLred LOAD SUMMARY TORY TYPE LI';E psf Y i L span remarks �3.9 1.2 PD Fl TL - - ----- --- -- = ----- ----- ----- .i.01D F L 50 12 L 30 floor... 13.0 130.9 :2.1 162.9 F 93 12 L 30 floor... 53.5 Y 15 12 h 30 call.... 5.4 CLF unif loadiao 4.4 1.1 5.4 rLL rDL v1L ------------------ ------------------ i1 30 /1 5paa = TL= 162.9 k. CONT FTG = 2.7 SO FTG = 9.0 ------ ---- ---- ----- ---- ---- ------- ----------------------------- C 1 4 --------- -------------------------------------------------------- P E T E R DATE: 03/26 GINTAUTAS PROD: SPP OFFICE BLDG N A L I S SUBJ: C14 A . E . C COLUMN & STORY LOADING --------- -------------------------------------------------------- 11 (<.-- (M)hisc. 2 = ALLOY SOIL PRESSURE psf +------+ 1.5 = CONT FTG MIN WIDTH ft (C-- (P)partition 2 = SQUARE FIG MIN DIM ft. ^ --------- -- ((-- (F>floor ' ------------- ' ((-- (Y>rall or STORY (C>coluAn P or Pu C14 ------ ---- ---- ----- ---- ---- ------- ----------------------------- plf AREA : 451 IP:LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf V 1 l span remarks 78.2 303 P) PL TL --- ---- ----- ----- ----- SECOND M L 25400 0.6 L 1 +isc.... 15.2 ?8.2 30.9 129.2 M 87200 0.6 L I eisc.... 52.3 F L 50 15 L 30 floor... 22.5 KLF unif loading F 93 15 L 30 floor... 41.9 98.2 30.9 129.2 Y 15 ? h 30 rill.... 4.1 rLL rDL rTL ------------------ ------------------ /1/1/1/\l1/111/1!1 span = 30 TL= 129.2 k. CONT FTG = 64. 5 SA FTG = 8.0 ------ ---- ---- ----- ---- ---- ------- ----------------------------- C15 ,_C18 „ C17 ---------- -------------------------------------------------------- P E T E R DATE: 03/26 GINTAUTAS PROD: SPP OFFICE BLDG N A L I S SUBJ: C15.C16,C17 A E . C COLUMN & STORY LOADING 11 ((-- X misc. 2 = ALLOY SOIL PRESSURE psf +------+ 1.5 = COAT FTG MIN WIDTH ft ((-- (P)partition 2 = SOU"RE FTC MIN DIM ft. ^ ------------- (( - (F>floor ' ------------- (O Y.rall or STORY (C)coldAA V +-+ P or Pu C15 ,C16„C17 ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = 751 34:0 DL LLred LOAD SUMMARY STORY T'iPE LIVE psf Y & L span renarks :08.2 110.1 PD PL TL -- - ---- - ----- ----- ---- SECOND M L 42000 0.0 L 1 aisc.... 25.2 ; 168.2 40.1 208.3 M 164000 0.6 L 1 mist.... ?8.4 F L 50 25 L 30 floor... 17.5 KLF unif loadin4 F 43 25 L 3D floor... 0.8 168.2 40.1 249.3 Y h gall.... rll oDL r1L ------------------ ------------------ l111/1l1/1!1!\/\/1 span = 30 TL= 208.3 k. CONT FTG = 104 . S8 FTG = 10.2 ------ ---- ---- ----- ---- ---- ------- ----------------------------- --------- -------------------------------------------------------- P E T E R DATE: 03/25 GINTAUTAS PROD: SPP, OFFICE N A L I S SUBJ: H18 A . E . C COLUMN & STORY LOADING --------- ------------------------------------------------------- ID «-- <M;aisc. 2 = ALLOY SOIL PRESSURE psf ------- 1.5 = CONT FTG MIN WIDTH ft «-- <P?partition 2 = SQUARE FT6 MIN DIM ft. -- <Y>rall or TORT <Ch01521 V - \1 P or Pu ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = 375 142=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf W 1 L spin renarks 16.5 3.1 PI PL TL ---- ------- - - ----= ----- ----- ROOF F L 25 15 L 25 floor... 7.4 16.5 8.1 24.6 F 32 15 L 25 floor... 12.0 Y 15 U h 25 rill.... 4.5 KLF unif loidinq 0.7 0.3 1.0 rlL VOL vTL ------------------ ------------------ 1\ 25 /1 spin = TL= 24.6 k. CONT FTG = 1.5 S9 FTG = 3. 5 ------ ---- ---- ----- ---- ---- ------- ----------------------------- plf AREA = 315 48Y=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf Y ✓F L spin renarks 38.3 9.8 PD PL TL ---- ------- ----- ----- ----- ----- FOURTH F L 50 15 L 25 floor... 18.8 54.8 17.9 72.6 F 93 15 L 25 floor... 34.4 Y 15 7 A 25 rill.... 3.4 KLF unif loidinq 2.2 0.7 2.7 rLL #DL vTL ------------------ ------------------ A 25 /\ spin = TL= 72.6 k. CONT FTG = 1 . 5 SA FTG = 6.0 ------ ---- ---- ----- ---- ---- ------- ----------------------------- plf AREA = 375 60i=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf Y 6 L span renarks N.; 71.5 PD PL TL ---- ------- -- ----- ----- ----- THIRD F L 50 15 L 25 floor... 13.0 93.0 25.4 118.4 F 93 15 L 25 floor... N.? W 15 9 h 25 rill.... 3.4 KLF unif loidinq 3.7 1.0 4.7 rLL rDL wIL ------------------ i\ 25 I\ spin = TL= 118.4 k. CONT FTG = 2.4 SA FTG = 7. 7 ------ ---- ---- ----- ---- ---- ------- ----------------------------- plf AREA = 375 602=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf W & L span remarks 3?.4 77.5 PD PL TL - --- - ---- ------- ----- ----- ----- SECOND F L 50 15 L 25 floor... 13.3 OLA 32.9 165.2 F 93 15 L 25 floor... '44.? W 15 12 h 25 oil!.... 4.5 KLF unif loadioq 5.3 1.3 6.6 rLL rDL sTL ------------------ ------------------ `, 25 11 spin = TL= 165.2 k. CONT FTG = 3.3 SO FTG = 9. 1 ------ ---- ---- ----- ---- ---- ------- ----------------------------- H15 . H146 , H17 --------- -------------------------------------------------------- P E T E R DATE: 03/26 GINTAUTAS PROD: SPP OFFICE BLDG N A L I S SUBJ: H15,H16,H17 A . E . C COLUMN & STORY LOADING --------- --------------------------------------------------------- (M>�isc. 2 = ALLOY SOIL PRESSURE psf +------t 1.5 = CONT FT6 MIN YIDTH ft (Pipartitlon 2 = SHARE FTG MIN DIM ft. ------------- ;(-- 0floor ------------- Y/wall or STORY (C:colunn P or Pu Ill5 ,1116,H17 ------ ---- ---- ----- ---- ---- ------- ----------------------------- plf AREA = 750 36Z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf V 1 L spas reoarks 24.0 12.2 PD Pl. IL -- ---- ------- ----- ----- ----- ----- ----- ROOF M L 25 30 L 25 sisc.... 13.8 24.0 12.2 36.2 M 32 N L 2S miic.... 24.0 F L 15 L 25 floor... 0.4 KLF unif loidiA4 1.0 0.5 1.4 wLL will. wTL ------------------ ------------------ 111'+/il1/ll1i11111 spas = 25 TL= 36.2 k. CONT FTG = 1 . 5 SO FTG = 4.3 ------ ---- ---- ----- ---- .... ------- ----------------------------- Of AREA = 750 602=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf V I L spin reiarks 70.1 15.0 PD PL TL ---- ---- ------- --- - ---=- ---=- ----- FOURTH F L 50 30 L 25 floor... 31.5 74.1 27.2 121.4 F 93 N L 25 floor... 69.8 Y 1S h 25 rill.... 0.4 KLF uoif loadinq 3.8 1.1 43 rLL wDl. wTL ------------------ ------------------ 1111111`+l1l1111111 spar = 2S TL= 121 .4 k. CONT FTG = 2.4 SA FTG = 7.8 ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = 750 602=LLR DL LLred LOAD SUMMARY STORY THE LIVE psf V t L span reearks 70.1 15.0 PD Pl. TL -- - ---- ------- ----- ===== ----- ---- TriIRD F L 50 30 L 25 floor... 31.5 164. = ' 42.2 06.5 F 93 30 L 25 floor... 69.3 Y 15 b 25 wall.... 0.4 KLF unif loadinq 6.6 1.7 8.3 rLL wDL veil. ------------------ ------------------ !ii lll!'+r'1r'1/1/1/1 span = 25 TL= 206. 5 k. CONT FTG = 4.1 SO FTG = 10.2 ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = 750 60Z=LLR DL LLred LOAD SUMMARY jTORY TYPE Ll- psf Y & l an , airks 119.0 ").0 PD Pl. IL ECOND F L 50 :0 L 25 floor... 37.5 4`33.2 62.3 345.5 F 93 '0 L 25 floor... 69.8 Y 15 wall.... 0.0 KLF unif loadinq M L 42000 0.3 L i disc.... 12.6 11.3 2.5 13.8 M 164000 0.3 L I iisc.... 49.2 wLL wDL vlL ------------------ -------------t----- 11/1/1/1/1/1/1/1/1 span = 25 TL= 345. 5 k CONT FTG = 6.4 SO FTG = 13. 1 ------ ---- ---- ----- ---- ---- ------- ----------------------------- H 1 4 P E T E R DATE: 03/26 GINTAUTAS PROJ: SPP OFFICE BLDG N A L I S SUBJ: H14 A . E . C COLUMN & STORY LOADING --------- ------------------------------------------------------- iD ((-- 2 = ALLOY SOIL PRESSURE psf +------+ 1.5 = CUNT FTG MIN YIDTH ft -- :P)partiti�n = SQUARE FTG MIN DIM ft. ------ -- ------------- Xvill or SIDRY :C;coluaa P or Pa H14 ------ ---- ---- ----- ---- ---- ------- ---------------------------- Of AREA = 375 14.:LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf V 1c L span ruarks 16.5 8.1 PD PL TL ---- ----- ----- ----- R00F M L 25 15 L 25 a sc.... 7.4 16.5 3.1 N.6 M 52 15 L 25 oisc.... 12.0 F 15 12 L 25 floor... 4.5 KLF unif loading 0.1 0.3 1.0 rLL rDL vIL ------------------ ------------------ i'',l'',11/\11i1l111/\ span = 25 TL= 24.6 k. CONT FTG - 1 . 5 SO FTG = 3. 5 ------ ---- ---- ----- ---- ---- ------- ----------------------------- plf AREA = 375 43.=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf M d L span reiarks '.8.3 ?.9 PD PL TL FOURTH F 50 15 L 25 floor... 13.8 54.3 17.9 72.6 F ?3 15 L 25 floor... 34.9 Y 15 ? h 25 mall.... L 4 KLF uoif loadina rLL rDL vIL ------------------ ------------------ spin = 2S TL= 72.6 k. CONT FTG = 1 . 5 SO FTG = 6.0 ----- ---- ---- ----- ---- ---- ------- ----------------------------- plf AREA = 375 60.=LLR DL LLred LOAD SUMMARY STDRY TYPE LIVE psf Y 6 L spin reearks 33.3 7.5 PD PL TL ----- ---- ------- ----- - =---- =---- ----- THIRD F L 50 15 L 25 floor... 18.3 93.0 25.4 113.4 F 93 15 L 25 floor... 4.9 Y 15 ? L 25 rill.... 3.4 KLF unif loadinq 3.7 1.0 4.7 rLL dDL rTL ------------------ ------------------ , ,l1/1/1/1/111/1/`; spin = 25 TL= 118.4 k. CONT FTG = 2.4 SA FTG = 7.7 ------ ---- ---- ----- ---- ---- ------- ----------------------------- plf AREA = 375 60.=LLR DL LLred LOAD SUMMARY STDRY TYPE LIVE psf Y i L span reAarks 65.5 10.5 PD PL TL ---- - - ----- ----- ----- sCOND F 50 15 L �5 floor... 18.3 153.5 35.? 194.4 F ?3 15 L 25 floor... 34.9 Y 15 12 25 mall.... 4.5 KLF unif loadinq M 25400 L4 L I u sc.... 7.6 6.3 1.4 ".8 M 37200 Li L I Aisc.... 26.2 rLL rDL wIL ------------------ ------------------ span = 25 TL= 194.4 k. CONT FTG = 3.9 S9 FTG = 9.9 ------ ---- ---- ----- ---- ---- ------- ----------------------------- --------- ------------------------------------------------------ P E T E R DATE: 03125 GINTAUTAS PROD: SPP, OFFICE N A L I S SUBJ: H15 H16 H17 A . E . C COLUMN & STORY LOADING --------- ------------------------------------------------------- 11 (M)Iisc. 2 = ALLOY SOIL PRESSURE psf -------- 1.5 = CONT FTG MIN YIDTN ft ((-- (P)partition 2 = SBUARE FT6 MIN DIM ft. ------------- ------------- ' ((-- (Y)wall or STORY (Ckoluma N 1/ P or Pu ------ ---- ---- ----- ---- ---- ------- ----------------------------- plf AREA = 750 36%=LLR DL llred LOAD SUMMARY STORY TYPE LIVE psf Y f L spin resarks 24.0 12.0 PD PL 1l ROOF F L 25 30 L 25 floor... 18.8 24.0 12.0 36.4 F 32 30 L 25 floor... 24.0 v 15 k wall.... 0.0 ELF unit loading 1.0 0.5 1.4 wLL wDL wit ------------------ ------------------ 1% 25 /1 span = TL= 36.0 k. CONT FTG = 1 . 5 SO FTG = 4.2 ------ ---- ---- ----- ---- ---- ------- ........... ----------------- olf AREA = 750 60Z=LLR OL LLred LOAD SUMMARY STORY TYPE LINE psf V i L spio resarks 0.8 15.0 PD PL TL ----- ---- ---- ----- ---- ===- ------- ----- ----- ===== 22=__ ----- FOURTH F L 50 30 L 25 floor... 37.5 93.8 27.0 120.8 F 93 30 L 25 floor... 67.3 Y 15 b wall.... 0.0 ELF waif loading 3.8 1.1 4.8 wLL wDL rTL Span = TL= 120.8 k. CONT FTG = 2.4 SO FTG = 7.8 plf AREA = 750 6OZ=LLR DL LLred LOAD SUMMARY STORY TYPE Li';E psf V & L span resarks 0.8 15.0 PD PL IL --- ---- ----- ----- ---- ------- ----- ---- ----- ----- ----- THIRD F L 50 30 L 25 floor... 37.5 163.5 42.0 205.5 93 30 L 25 floor... 69.3 Y 15 h wall.... 0.0 ELF wuif loading 6.5 1.7 8.2 wLL wDL wiL ------------------ ------------------ !', 25 A span = TL= 205. 5 k. CONT FTG = 4. 1 SO FTG = 10. 1 ------ ---- ---- ----- ---- ---- ------- ---------- ------------------ Of AREA = 990 60Z=LLR DL Llred LOAD SUMMARY STORY TYPE LIVE psf V 3 L spin marks 92.1 17.8 PD PL Tl 3ECOND F L 50 ZO L 33 floor... 49.5 255.6 61.3 317.4 F 93 30 L 33 floor... 72.1 1 15 h dill.... 0.0 ELF unif loading 1.7 IA 9.6 wLL wDL vIL ------------------ ------------------ 1'', span = TL= 317.4 k. CONT FTG = 4. 8 SO FTG = 12.6 ------ ---- ---- ----- ---- ---- ------- ----------------------------- --------- ------------------------------------------------------- P E T E R DATE: 03/25 GINTAUTAS PROD: SPP, OFFICE N A L I S SUBJ.- H14 A . E . C COLUMN & STORY LOADING --------- ------------------------------------------------------- If fC-- iM>iisc. 2 = ALLOY SOIL PRESSURE psf -------- 1.5 = CONT FIG MIN VIDTH ft {i-- (P)partition 2 = SQUARE FIG MIN DIM ft. --------- " - --- ?t-- tF>flaor ' ------------- "Evall or STORY CC?colula l V --- l/ P or Pu ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = 375 14t=LLR IL LLred LOAD SUMMARY STORY TYPE LIVE psf V i L span resarks 16.5 8.1 PD PL IL ---- ------- ----- ---- ----- ----- ----- ROOF i L 25 15 L 25 floor... 7.4 16.5 3.1 24.6 J2 15 L 25 floor... 12.0 Y 15 12 1 '15 wall.... 4.5 KLF waif loadioa 0.7 0.3 1.0 wlL wDL vIL ------------------ ------------------ 11 A. 11 spin = TL= 24.6 k. CONT FTG = 1 . 5 S9 FTG = 3. 5 ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = 315 48x=LLR OL LLred LOAD SUMMARY STORY TYPE LIVE psf Y i L spiv retarks N.3 ?.8 PD PL TL ---- - - ----- ----- ----- FOURTH F L 50 15 L 25 floor... 18.8 54.8 17.9 72.6 F 91 15 L 25 floor... 34.7 Y 15 9 E 25 gall.... 3.4 KLF uoif loadia4 2.20.7 . wLL wDL w1L ------------------ ------------------ 11 25 11 span = TL= 72.6 k. CONT FTG = 1 . 5 S8 FTG = 6.0 ------ ---- ---- ----- ---- ---- ------- ----------------------------- O f AREA = 375 60t=LLR DL LLred LOAD SUMMARY STORY TTPE LIVE psf V I L span marks :SA 7.5 PD PL IL - ---- - ----- ----- ----- THIRD F L 50 15 L 25 floor... 18.8 93.0 25.4 118.4 f 93 15 L 25 floor... A.9 15 9 k 25 wall.... JA KLF uoif loidinv J.7 1.0 4.7 rlL vOL oTL ------------------ ------------------ 11 25 A span = TL= 118.4 k. CONT FTG = 2.4 S9 FTG = 7.7 ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = 495 60:=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf V i L span resarks 52.0 ?.9 PO PL IL - ----- --- ---- ------- --- ----- ----- ----- SECOND F L 50 15 L J3 floor... N.8 145.0 JS.J 1SO.2 F 93 15 L 33 floor... 46.0 Y 15 12 1 33 wall.... 5.? KLF unit loadio4 4.4 1.1 5.5 wLL vOL wTL ------------------ ------------------ A 33 A span = TL= 180.2 k. CONT FTG = 2.7 S9 FTG = 9. 5 --------- ------------------------------------- P E T E R DATE: 03/06 GINTAUTAS PROD: SPP, OFFICE N A L I S SUBJ.- M14 M18 A - E . C COLUMN & STORY LOADING --------- ------------------------------------- 11 ((-- P)partition 2 " ------------- ((-- (F)floor ' ------------- (C-- (Y:rall or STORY (C-column or Pu ------ ---- ---- ----- ---- ---- ------- Of AREA = 1?5 JZ=LLR STORY TYPE LIVE psi Y i L span remarks ;OOF 7 25 15 L 1J floor... 72 15 L 11 floor... Y 15 12 9 29 will.... 0 0 Ot 0 0 i 0 i 0 i 0 t 0 TL= 16.2 k. CONT FTG = 1 . 5 S9 FTG = 2.8 ------ ---- ---- ----- ---- ---- ------- plf KA = 195 1?t=LLR 2TOR`f TYPE LIVE psi Y i L span reaarks -JURTA r L J0 .5 L 13 floor... r IJ ;5 L lJ floor... Y 15 G Z9 wall.... t I i t t 1 TL= 46. 1 k. CONT FTG = 1 . 3 39 FTG = 4 .8 ------ ---- ---- ----- ---- ---- ------- plf AREA = 195 JSG=LLR STORY TiPE LIVE psi Y i L span remarks ------ ---- ---- ----- ----- ---- ------- TdIRG F L 50 15 L 15 floor... F 9J i5 L 13 floor... Y 15 9 h 29 wall.... t 0 3 i 0 t a t a t o TL= 74. 5 k. CONT FTG = 2.9 S9 FTG = 6. 1 ------ ---- ---- ----- ---- ---- ------- plf :,REA = 195 50 =11R "' L"'r f Y i L span reaarks vium I�iC 1Y. 5 JY iJ L iJ floor... ?J 15 L 1J floor... aJ 12 5 29 wall.... t 0 t 0 t 0 t a t TL= 102.7 k. CONT FTG = 4 . 0 S9 FTG = 7.2 -------- -------------------------------------- P E T E R DATE: 03/06 GINTAUTAS PROD: SPP, OFFICE N A L I S SUBJ: K16 A . E . C COLUMN & STORY LOADING --------- ------------------------------------- ..-- :Pipartition c" ------ i;C-- !F}floor ' ------------- tC-- (Y)(wall or STORY ; ; (C?[olueo P or Pu ------ ---- ---- ----- ---- ---- ------- plf AREA = 650 '702=LLR STORY TYPE LIVE psf Y t L span reearks ROOF F L 25 26 L 25 floor... F J2 Zi L 25 floor... Y 15 0 b 0 wall.... 0 0 Ot a t 0 t 0 t 0 t 0 TL= 32.2 k. CONT FTG 1 . 5 SA FTG = 4.0 ------ ---- ---- ----- ---- ---- ------- Of AREA = 650 60Z=LLR STORY TYPE LICE psf Y d L span reAarks FJURTH F L 50 26 L 25 floor... F ?3 26 L 25 floor... Y 15 0 h J wall.... t 0 t 0 t 0 t 0 t ) TL= 105. 7 k. CONT FTG = 2. 1 SA FTG = 7. 3 ------ ---- ---- ----- ---- ---- ------- plf AREA = 650 602=LLR STORY TYPE LIVE psf Y t L span reearks -- ----- ----- ---- ------- THIku r L 50 26 L 25 floor... F 73 26 L 25 floor... Y 15 J b 0 wall.... t 0 ) t 0 t 0 t 0 t 0 TL= 179. 1 k. CONT FTG = 3.6 SO FTG = ?. 5 Of AREA = 650 oOZ=LLR STORY TYPE Li'iE psi Y t L span reAarks ------ ---- ---- ----- ---- =--- ------- ScCOND F L 5J N L 5 floor... F ?3 26 L 25 door... Y i5 0 h 0 wall.... t 0 t J t 0 t 0 TL= ',Z,52.6 k. CONT FTG = 5. 1 SO FTG = 11 .42 -- --------------------------------- --- P E T E R DATE: 03/20 GINTAUTAS PROD: SPP, OFFICE N A L I S SUBJ.- K17 A E C COLUMN & STORY LOADING ;C-- C?ipartitioA ---- --- - :-- .Fifioor ------------- CC-- CYiwill or START CCitolun - - WporPu ------ ---- ---- ----- ---- ---- ------- plf AREA = 400 15:=LLR STORY TYPE LIVE psf Y & L spao marks ;OOF F L 25 16 L 25 floor... F 32 16 L :5 fluor... Y 15 k rill.... TL= 21 .3 k. CONT FTG = 1 . 5 SO FTG = 3.3 ------ ---- ---- ----- ---- ---- ------- Of AREA = 400 ""=LLR STORY TYPE LIVE psf Y & L spiA re;arks ------ ---- ---- ----- ---- ---- ------- FOURTH F L 50 is L " floor... F 93 16 L .'5 floor... Y 15 h wall.... TL= 68. 1 k. CONT FTG = 1 . 5 SO FTG = 5.3 ------ ---- ---- ----- ---- ---- ------- plf AREA = 400 64Z=LLR START 111E LIVE psf Y & L spao resarks ----- ---- ---- ----- ----- ---- ------- I LA F 50 16 L 5 fluor... F 93 16 L 25 floor... Y 15 h wail.... TL= 113.13 k. CONT FTG = 2.3 SO FTG = 7 . 5 aif n;EA = 4N dv';=LLR a Al ifPE Li+E ysf I i L spin ielarks JC6111YG L `� 16 L :5 floor... ?3 lb L .5 iioor... Y 1: h oil'I .. TL= 158.6 k. CONT FTG = 3. 2 S8 FTG = 8. ? P E T E R DATE: 03/20 GINTAUTAS PROD: SPP, OFFICE N A L 1 S SUBJ.- M15 M16 M17 f; E . C COLUMN & STORY LOADING ..J " ------------- ------------- ' STGRf coIaAB 1 - ;I P of Pu ------ ---- ---- ----- ---- ---- ------- plf AREA = 330 112=LLk jTGRY ii`PE li'dE psf Y b L spao reairks UGF 5 30 L 11 floor... F �� 0 L 11 flour... Y 15 12 h 30 rail.... TL= 23.3 k. CONT FTG = 1 . 5 S8 FTG = 3.4 ------ ---- ---- ----- ---- ---- ------- Of AREA = 3'0 4ii=LLR STORY TYPE LIVE psf Y & L spao fe:arks ------ ---- ---- ----- ---- ---- ------- FuJRTH F L 50 �0 L 11 floor... ?i 30 L it floor... y 15 .7 h Z, wall.... TL= 67.3 k. CONT FTG = 3. 1 SO FTG = 5.8 ------ ---- ---- ----- ---- ---- ------- pif AREA = 330 ov:=LLR STGR( TYPE LIVE psf Y & L span resarks ----- ---- ---- ----- ----- ---- ------- T3iR0 r" L 50 D L 11 floor... F 93 30 L 11 floor... 1 15 '1 h 30 sail.... TL= 109.2 k. CONT FTG = 5.0 SO FTG = 7.4 ------ ---- ---- ----- ---- ---- ------- Of AREA = 570 i0Z=LLR JiN PE Liwc Nsf i a L span CEW Ks ,;.Lu 2 JO L 11 -'Go(... F !d JY L li Iloor... i 15 12, h 0 gall.... i . :J J L ) 'wor... ,2 j•� L 3 floor... TL= 161 . 7 k. CONT FTG = 7.4 S8 FTG = 9 .0 �74 '�— Z --- F— F�c i ►K'�' - 1 I I G� i ; �'' i i� I I I I I ! N ! �' F ir 1 1 � -�• 3C1.2 I I I I I I I I I ! I • __ sty — $'—__ Tue� •_�__ �� I I I I � '� p�Fl 4x4x 'b1� il ! � � li ! I1111 Iltl 3�''p — GSA TS 5xsx5/� (43K _ � • _ � � ! 1 � ! i TS bKlaxslu._CT(; r-) i Sr—� IIy'K T5 �__ I 1 ! i PROJ: SPP OFFICE Date: 25-Mar COLUMN: ------------------------------------------------------------------------ ------------------------------------------------------------------------ > Concrete Pier (1=yes,0=no) : 1 Note: By indicating the column condition, the program will branch to appropriate design. ------------------------------------------------------------------------ ------------------------------------------------------------------------ Base Plate Design With Concrete Pier ------------------------------------ > Enter Column Design Load 101 kips > Steel Fy 36 ksi > Concrete f'c 3 ksi > Select Column Section W8x24 d = 7.93 in. bf = 6.495 in. tw = 0.245 in. tf = 0.4 in. > Enter Pier Dimensions 48 in. x 48 in. > If thickness only is required, Enter Plate Dimensions: Depth: 10 in. x Width: 10 in. A2 = 2304 in^2 Al = 48 in^2 Delta =.5[( .95xD -.SxBf)]= 1.17 in. N = (A1)^.5 + Delta = 10 in. B = Al/N = 10 in. Al ' = 100 in.^2 fp = P/(BxN) = 1.01 ksi m = [N-( .95xD)]/2 = 1.23 in. n = [B-( .SOxBf)]/2 = 2.40 in. n ' = (AISC 3-99) = 2.77 tp - 0.929 in. DESIGN SUMMARY --------------- BASE PLATE SIZE : 10 in. Deep x 10 in. Wide THICKNESS : 0.93 in. Thick 101 - P kips Plate Thick = +--++----++--+ 0.9 in +------------+ 10 = Width -------------- ---------- ---------- 10 - Length; ;W8x24 +---++---+ +--------+ , +------------+ PROJ: SPP OFFICE Date: 25-Mar -------------------------------------------- ---------------------------- COLUMN: > Concrete Pier (1=yes,0=no) : 1 Note: By indicating the column condition, the program will branch to appropriate design. Base Plate Design With Concrete Pier ------------------------------------ > Enter Column Design Load 165 kips > Steel Fy 36 ksi > Concrete f 'c 3 ksi > Select Column Section W8x58 d = 8.75 in. bf = 8.22 in. tw = 0.51 in. tf = 0.81 in. > Enter Pier Dimensions 48 in. x 48 in. > If thickness only is required. Enter Plate Dimensions: Depth: 10 in. x Width: 10 in. A2 = 2304 in^2 Al = 79 in^2 Delta =.5[( .95xD -.8xBf)]= 0.87 in. N = (A1)^.5 + Delta = 10 in. B = Al/N = 10 in. Al ' = 100 in.^2 fp = P/(BxN) = 1.65 ksi m = [N-( .95xD)]/2 = 0.84 in. n = [B-( .80xBf)]/2 = 1.71 in. n ' = (AISC 3-99) = 3.14 tp = 1.345 in. DESIGN SUMMARY --------------- BASE PLATE SIZE : 10 in. Deep x 10 in. Wide THICKNESS : 1.35 in. Thick 165 = P kips V " Plate Thick = +--++----++--+ 1.3 in +------------+ 10 = Width -------------- ---------- ---------- 10 = Length; ;W8x58 ; +---++---+ +--------+ ' +------------+ _ NKUJ: :3t'r Ur r ll,t La iB: .r -------------------------------------------- --------------------------- COLUMN: > Concrete Pier ( 1=yes,0=no) : 1 Note: By indicating the column condition, the program will branch to appropriate design. Base Plate Design With Concrete Pier - ------------------------------ > Enter Column Design Load 185 kips > Steel Fy 36 ksi > Concrete f ' c 3 ksi > Select Column Section W8x31 d = 8 in. bf = 7.995 in. tw = 0.285 in. tf = 0.435 in. > Enter Pier Dimensions 48 in. x 48 in. > If thickness only is required, Enter Plate Dimensions: Depth: 12 in. x Width: 12 in. A2 = 2304 in^2 Al = 88 in^2 Delta =.5[( .95xD -.BxBf)]= 0.60 in. N = (A1)^.5 + Delta = 12 in. B = Al/N = 12 in. Al ' = 144 in.^2 fp = P/(BxN) = 1.28 ksi m = [N-( .95xD)]/2 = 2.20 in. n = [B-( .BOxBf)]/2 = 2.80 in. n ' = (AISC 3-99) = 3.14 tp = 1.187 in. DESIGN SUMMARY BASE PLATE SIZE : 12 in. Deep x 12 in. Wide THICKNESS : 1.19 in. Thick 185 = P kips V Plate Thick = +--++----++--+ 1.2 in +------------+ 12 = Width -------------- ---------- ---------- 12 - Length; ;WBx31 ; +---++---+ ; +--------+ ; PROD: SPP OFFICE Date: 26-Mar -------------------- -------- ------------ COLUMN: Concrete Fier (1=yes,0=no) : 1 Note; By indicatinq the column condition, the proq ram will branch to appropriate design. Erase Plate Desiqn With Concrete Fier ------------------------------------ Enter Column Design Load 253 kips :heel Fy 36 ksi :? Concrete f ' c 3 ksi Select Column Section W3x58 d = 8.75 in. bf = 8.22 in. tw = 0.51 in. tf = 0.81 in. Enter Fier Dimensions 48 in. x 48 in. width. Ir thickness only is required, Enter Plate Dimensions: Reqd. base plate depth = 15 in. x 15 in. width OF SUPPORT COVERED BY BASE PLATE _ 10% USE Fp - 1.13 ksi A2 = 2304 in"2 Al = 120 in"2 Delta =.5E( .95xD -.8xBf Q= 0.87 in. N = 01)".5 + Delta = 15 in. B = AIM - 15 in. Al ' = 225 in.`2 fp = F/(BxN) = 1 .12 ksi OK Concrete not overstresse m = EN-( .95xD)1/ 1.34 in. n = CB-( .8OxBf)1/2 - 4.21 in. n ' = (RISC 3-99) _ Z.14 tp = 1 .49 in. ME PLATE SIZE : 15 in. Deep x 15 in. Wide 253 P kips 1 1 Plate Thick _ +--++----+�--+ 1.49 in +----------------+ 15 = Width -------------- ---------- 15 = Lenqth; :W3x53 1 1 1 1 1 1 1 +---++---+ ' +---------+ ' ----------------+ PROj: SPP OFFICE BLDG Date: 26-Mar -- --------------"-------- COLUMN: Concrete Fier (1=yes.0=no) : 1 Note: By indicatinq the column condition, the program will branch to appropriate design. Base Plate Desiqn With Concrete Fier ------------------------------------- > Enter Column Desiqn Load 346 kips Steel Fy 36 ksi :> Concrete f'c 3 ksi Select Column Section W10x60 d = 10.22 in. bf = 10.08 in. tw = 0.42 in. tf = 0.68 in. Enter Fier Dimensions 48 in. x 48 in. width If thickness only is required. Enter Plate Dimensions: Reqd. base plate depth = 18 in. x 18 in. width OF SUPPORT COVERED BY BASE ;'LATE _ 14% USE Fp 1.13 ksi A2 = 2104 in-2 Al = 165 in-2 Delta = 5[( .95xD .BxBf)]= 0.82 in. N = (A1j".5 + Delta = 18 in. I< = Al/N = 18 in. Al ' = 324 i n."2 Q = P/(BXN) = 1 .07 ksi .-- OK Concrete not oyerstresse a = CN-( .95xD)],'2 - 4.15 in. n = LB--( .3OxBf)1/2 4.97 in. n ' — (NISI. L-99) = J.92 tp = 1 .71 in. RASE PLATE SIZE 13 in. Deep x 18 in. Wide 146 kips = P 1 1 rr I r 1 Plate Thick _ +--F�--- ++--+ 1.71 in +----------------+ %/%i i'/ii`i i'!i':i/i•/:�i 'i i i'�:iiii i'!!%'i///'! 18 = Width -------------+ { ----------+ ; 13 Lengtt,; WIOA60 ; , 1 1 r 1 1 1 +--------- , rROj: SPP HOTEL BLDG Date: 26-Mar ---------------------------------------------- --------------------------- COLUMN: Concrete Pier (0yes,0=no) : 1 Note: By indicating the column condition, the program will branch to appropriate design. Base Plate Design With Concrete Pier ------------------------------------ Enter Column Design Load : 218 kips Steel Fy 36 ksi > Concrete f'c 3 ksi Select Column Section W8x53 d = 8.75 in. bf = 8.22 in. tw = 0.51 in. tf = 0.81 in. Enter Pier Dimensions : 48 in. x 48 in. width If thickness only is required, Enter Plate Dimensions: Reqd. base plate depth = 14 in. x 14 in. width OF SUPPORT COVERED BY BASE PLATE - 9% USE Fp = 1.13 ksi A: _' 2304 in^2 Al = 104 in"^ Delta =.5C( .95xD -.3xBf)]= 0.87 in. N = 01)".5 + Delta - 14 in. B = Al/N - 14 in. At' = 196 in."2 fp = P/(BxN) = 1.11 ksi -- Concrete OK m - [N-( .95xD)]/2 _ 2.84 in. n = CB-( .80xBf)3/2 _ 5.71 in. n • = (RISC 3-99) - 3.14 tp _ 1.30 in. BASE PLATE SIZE 14 in. Deep x 14 in. Wide 18 kips -- P 1 1 1 1 1 ; Plate Thief:. _ 1.30 in +--- - --------- 14 = Width v--------------+ f---------r 1 1 +- } E -+ 1 14 = Length; K ; ;W3x53 1 1 1 1 1 1 218 I<JLps = P PROM SPP HOTEL BLDO Hate: 20-Mar COL'UM Concrete Pier (1nes,0no i : 1 Note: By indicating the column condition, the program will branch to appropriate design. Base Plate Design With Concrete Fier ------------------------------------ Enter Column Design Load 201 kips Steel Fy 36 ksi > Concrete f'c 3 ksi r Select Column Section WBX58 d - 8.75 in. bf = 8.22 in. tw = 0.',1 ice. tf = 0.81 in. > Enter- Fier- Dimensions 48 in. x 48 in. width If thickness only is required, .=rater- Plate Dimensions: Reqd. base plate depth = 14 in. x 14 in. width OF SUPPORT COVERED .BY EASE PLATE - 9% USE Fp = 1.1z ksi Ay = 2304 in' Ai •_ 96 in-2 Delta - 5[(,9 5xD -.axBf ) ]- 0.87 in. N = (AW.5 •+ Delta 14 in. B = H1i r•J - 14 in. Al ' = 196 in. tp = P/(bxN) - 1.03 ksi Concrete UK m = EN-( .95xD)]/2 _ 2.84 in. n = EB-( .30xBf) 1/2 = 3.71 in. 11 •' (AISC , 09) = 3.14 tp -- 1.25 in. LASE PLATE SIZE 14 in. Deep x 14 in. Wide 201 kips = F S7 F'1atF Thick- • r /.'/i%rir•%i'i'i.'%F'r li/i'rii i'iJr l/ //`%i/r 14 = Width r-------------.{- 14 = Length: W8x.`"8 -...+ +---•- ---------+ 1101 I 1 Soso = F' FRO SPP HOTEL BLDG Date: 26-Mar --------------------•--- COLUMN: Concrete Fier (1='y=s.0=no) : 1 Mote: By indicatinq the column condition, the program will branch to appropriate design. Base Flats Design With Concrete Fier Enter-Column-Desiqn Load 150 kips Steel Fy ,SS ksi Concrete f'c 3 k:si Select Column Section W056 d 8.75 in. bf _ 8.22 in. tw = 0.51 in. tf = 0.31 in. Eater Pier Dimensions 48 in. x 48 in. width if thickness only is required, Enter Plate Dimensions: Reqd. base plate depth) n 12 in. x 12 in. width % OF 3UFFOFT COVERED BY RASE PLATE = 6% USE Fp = 1.13 k.si A2 _ 2304 in"2 Al 71 in Delta = 5[( .?5xD - .8xfif)1w 0.87 in. H = (A1)".5 + Delta - 12 in. B - A1/H = 12 in. Al ' - 144 in.`2 fp = P/(BxN) - 1.04 ksi -- CUIILrete OK m = [h!-( .95xD)]/2 = 1.34 in. n = EB-( .30xBf)1/2 2.71 in. n = (RISC 3-99) = 3.14 tp = 1.07 in. BASE PLATE SIZE 12 in. Deep x 12 in. Wide 15 kips = P 1 I 1 r 1 1 i Hale Thick. _ -- -++-- r 1.07 in +-------------- 12 -= Width +-._.-'-_._.---'-'--- '..----o+---+ 1 12 Lenq th;1� 0053 1 1 1 1 1 1 1 1 1 1 +-_..------------+- 1 50 Mai ps — & CFRC 64 31v Iq ktu f ( i ► 1 i � I ---- i I f i I RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: , SECOND Gf-"C.eF,- Steel Code: RISC 9th Ed. SPAN INFORMATION: TYP BANQUET BM EXTERIOR Depth Limitation specified ( in) = 36.00 Beam Size (Optimum) = W33X118 Fy = 50.0 ksi Total Beam Length (ft) = 40.00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness (in) 5.00 5.00 Unit weight concrete (pcf) 110.00 110.00 V c (ksi ) 3 . 00 3.00 Decking Orientation parallel parallel Decking type VERCO W3 Formlok VERCO W3 Formlok Distance to Adjacent (ft) Beam: 1 .00 Beam: 30.00 beff (in) = 66.00 Y bar(in) = 26.33 Seff (in**3) = 514. 14 Str (in**3) = 523. 12 Ieff (in**4) = 12855.23 Itr (in**4) = 13257.89 Stud length ( in) = 4. 50 Stud diameter (in) = 0.75 Stud Capacity (kips) q = 9 .6 # of studs per stud segment: Full = 20, 19, 20, 31, 27 Partial = 18, 17, 18, 27, 24 Actual = 18, 17, 18, 27, 24 Number of Stud Rows = 2, Percent of Full Composite Action = 89.35 LOADS: Self Weight = 0. 118 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 8.50 10.00 6.00 5.40 Yes Yes 25.00 78.00 0.00 26. 60 Yes Yes 16.50 10.00 6.00 5.40 Yes Yes 25.00 10.00 6.00 5.40 Yes Yes 33.00 10. 00 6.00 5 .40 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0,00 40.00 0. 180 0. 180 0.000 0.000 0. 100 0.100 SHEAR: Max V (kips) = 105 .29 fv (ksi ) = 6 . 10 Fv = 18.83 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Pre DL 165.5 16.5 --- --- 5.53 33.00 5.53 33.00 Max + 1411 .4 25.0 --- --- Mmax/Seff 32 . 94 33 .00 --- --- Mprecmp/Sx+Mpost/Seff 34. 61 45 .00 --- Controlling 1411 .4 25.0 --- --- 32 .94 33.00 --- --- fc (ksi ) = 1 . 35 Fc = 1 .35 REACTIONS (kips) : Left Right Initial reaction 13.91 14.81 DL reaction 54.46 75.46 Max + LL reaction 22. 37 29.83 Max + total reaction 76. 83 105.29 DEFLECTIONS: Initial load ( in) at 20. 80 ft = -0.279 L/D = 1717 Live load (in) at 20.80 ft = -0.266 L/D = 1808 Post Comp load (in) at 20.80 ft = -0.810 L/D = 593 Total load (in) at 20.80 ft = -1 .089 L/D = 441 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: , SECOND Steel Code: AISC 9th Ed. SPAN INFORMATION: TYP BANQUET BM INT0(0-4C?P-- Depth Limitation specified (in) = 36.00 Beam Size (Optimum) = W33X221 Fy = 50.0 ksi Total Beam Length (ft) = 40.00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness (in) 5 .00 5.00 Unit weight concrete (pcf) 110.00 110.00 V c (ksi ) 3.00 3.00 Decking Orientation parallel parallel Decking type VERCO W3 Formlok VERCO W3 Formlok Distance to Adjacent (ft) Beam: 30.00 Beam: 30.00 beff ( in) = 120.00 Y bar(in) = 26.96 Seff (in**3) = 967.09 Str (in**3) = 1038.02 Ieff ( in**4) = 23452. 10 Itr (in**4) = 27048.42 Stud length (in) = 4.50 Stud diameter (in) = 0.75 Stud Capacity (kips) q = 9 .6 # of studs per stud segment: Full = 36, 34, 36, 56, 49 Partial = 20, 19,20, 31, 27 Actual = 20, 19,20, 31, 27 Number of Stud Rows = 2, Percent of Full Composite Action = 55.89 LOADS: Self Weight = 0. 221 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 8.50 20. 10 12 .00 10.80 Yes Yes 16.50 20. 10 12.00 10.80 Yes Yes 25.00 20. 10 12 .00 10.80 Yes Yes 33.00 20. 10 12 .00 10.80 Yes Yes 25 .00 142.50 0.00 48 .80 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 40.00 0. 370 0. 370 0. 000 0.000 , 0.200 0.200 SHEAR: Max V (kips) = 199.50 fv (ksi ) = 7 .59 Fv = 20.00 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp F1angE kip-ft ft ft fb Fb fb Fb Center Pre DL 328.0 16. 5 --- --- 5.20 33.00 5.20 33.0( Max + 2656.3 25.0 --- --- Mmax/Seff 32 .96 33.00 --- --- Mprecmp/Sx+Mpost/Seff 34.09 45.00 --- Controlling 2656. 3 25 .0 --- --- 32 .96 33 .00 --- --- fc (ksi ) = 1 .28 Fc = 1 .35 REACTIONS (kips) : Left Right Initial reaction 27. 52 29.32 DL reaction 103.95 142.59 Max + LL reaction 43.09 56.91 Max + total reaction 147.04 199.50 DEFLECTIONS: Initial load (in) at 20. 80 ft = -0.255 L/D = 1880 Live load (in) at 20.80 ft = -0.277 L/D = 1730 Post Comp load ( in) at 20.80 ft = -0.834 L/D = 576 Total load (in) at 20.80 ft = -1 .089 L/D = 441 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: , SECOND -�r '4rff Steel Code: AISC 9th Ed. SPAN INFORMATION: TYP BANQUET BM Beam Size (Optimum) = W40X324 Fy = 36.0 ksi Total Beam Length (ft) = 40.00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness (in) 5.00 5.00 Unit weight concrete (pcf) 110.00 110.00 Pc (ksi ) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VERCO W2 Formlok VERCO W2 Formlok Distance to Adjacent (ft) Beam: 30.00 Beam: 30.00 beff (in) = 120.00 Y bar(in) = 27.74 Seff (in**3) = 1461 . 66 Str (in**3) = 1634. 19 Ieff (in**4) = 34849.25 Itr (in**4) = 43633. 11 Stud length (in) = 4.50 Stud diameter (in) = 0.75 Stud Capacity (kips) q[1] = 9.6 q[2] = 9.6 # of studs per stud segment: Max = 16, 16, 16, 16, 14 Partial = 7, 7, 7, 11, 10 Actual = 7, 7, 7, 11, 10 Number of Stud Rows = 2, Percent of Full Composite Action = 26.31 LOADS: Self Weight = 0. 324 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 8.50 20. 10 12.00 10.80 Yes Yes 16.50 20. 10 12. 00 10.80 Yes Yes 25.00 20. 10 12.00 10.80 Yes Yes 33.00 20. 10 12.00 10.80 Yes Yes, 25.00 162. 10 0.00 48.80 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 40.00 0.370 0.370 0.000 0.000 0.200 0.200 SHEAR: Max V (kips) = 213.82 fv (ksi) = 5.32 Fv = 14. 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Pre DL 348. 1 17.2 --- --- 3.26 24 .00 3.26 24 .00 Max + 2859.4 25.0 --- --- Mmax/Seff 23.48 24.00 --- --- Mprecmp/Sx+Mpost/Seff 23.88 32 .40 --- --- Controlling 2859.4 25.0 --- --- 23.48 24 .00 --- --- fc (ksi ) = 1 . 14 Fc = 1 . 35 REACTIONS (kips) : Left Right Initial reaction 29. 59 31 .39 DL reaction 113. 37 156 .91 Max + LL reaction 43. 09 56 .91 Max + total reaction 156.46 213 .82 DEFLECTIONS: Initial load (in) at 20. 80 ft = -0 . 136 L/D = 3538 Live load (in) at 20.80 ft = -0. 187 L/D = 2571 Post Comp load (in) at 20. 80 ft = -0.602 L/D = 797 Total load (in) at 20. 80 ft = -0. 738 L/D = 651 } • i I I _ I � is, I I . 1 r • b� 3 I � I li - I I RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: SPP-OFFICE-SECOND ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: 2nd ROOF-LINE 15.3 Beam Size (User Selected) = W16X26 Fy = 36.0 ksi Total Beam Length (ft) = 25. 00 Cantilever on left (ft) = 4.00 Top Flange Braced By Decking LOADS: Self Weight = 0.026 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 0.00 7.20 0.00 0.00 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 4.00 0.930 0.930 0.000 0.000 0. 390 0.390 4.00 25.00 0.930 0.930 0.000 0.000 0.390 0.390 SHEAR: Max V (kips) = 16.02 fv (ksi) = 4.08 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Left Max - -39.6 4.0 4.0 1 .00 12.37 24 .00 12.37 24.00 Center Max + 57. 1 15.8 0.0 1.00 17.84 24.00 17.84 24.00 Max - -39.6 4.0 3.9 1.75 12.36 24.00 12.36 24.00 Controlling 57. 1 15.8 0.0 1.00 17.84 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 22.80 8.30 Max + LL reaction 5.80 4.09 Max - LL reaction 0.00 -0. 15 Max + total reaction 28.60 12.40 DEFLECTIONS: Left cantilever: Dead load ( in) = 0.054 L/D = 1789 Pos Live load ( in) _ -0.020 L/D = 4857 Neg Live load (in) = 0. 119 L/D = 806 Neg Total load ( in) = 0. 173 L/D = 556 Center span: Dead load ( in) at 15.55 ft = -0.283 L/D = 890 Live load (in) at 15.02 ft = -0. 195 L/D = 1293 Total load (in) at 15.02 ft = -0.478 L/D = 528 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: SPP-OFFICE-SECOND ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: 2nd ROOF-LINE M Beam Size (Optimum) = W18X40 Fy = 36.0 ksi Total Beam Length (ft) = 29.00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness (in) 2.00 2.00 Unit weight concrete (pcf) 110.00 110.00 f 'c (ksi ) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VERCO W3 Formlok VERCO W3 Formlok Distance to Adjacent (ft) Edge: 1 .00 Beam: 8.00 beff (in) = 55.50 Y bar(in) = 14. 18 Seff (in**3) = 98.87 Str (in**3) = 104.32 Ieff (in**4) = 1291 .51 Itr (in**4) = 1413. 11 Stud length (in) = 4.50 Stud diameter (in) = 0.75 Stud Capacity (kips) q = 8. 1 # of studs: Full = 43 Partial = 25 Actual = 25 Number of Stud Rows = 1, Percent of Full Composite Action = 71.94 LOADS: Self Weight = 0.040 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DLl Pre DL2 LL1 LL2 0.00 29.00 1 .350 1 . 350 0.450 0.450 0.480 0.480 SHEAR: Max V (kips) = 27. 12 fv (ksi) = 4.81 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Pre DL 51 . 5 14.5 --- --- 9.04 24.00 9 .04 24.00 Max + 196.6 14. 5 --- --- Mmax/Seff 23.86 24.00 --- --- Mprecmp/Sx+Mpost/Seff 26. 65 . 32.40 --- --- Controlling 196. 6 14.5 --- --- 23.86 24.00 --- --- fc (ksi ) = 0.87 Fc = 1 .35 REACTIONS (kips) : Left Right Initial reaction 7. 11 7. 11 DL reaction 20. 16 20. 16 Max + LL reaction 6.96 6.96 Max + total reaction 27. 12 27. 12 DEFLECTIONS: Initial load (in) at 14.50 ft = -0.439 L/D = 792 Live load (in) at 14.50 ft = -0.204 L/D = 1706 Post Comp load (in) at 14.50 ft = -0.586 L/D = 593 Total load (in) at 14. 50 ft = -1 .026 L/D = 339 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: SPP-OFFICE-SECOND ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: 2nd ROOF-LINE N Beam Size (Optimum) = W18X40 Fy = 36.0 ksi Total Beam Length (ft) = 29.00 Top Flange Braced By Decking LOADS: Self Weight = 0.040 k/ft Line Loads (k/ft) : Distl Dist2 DU DL2 Pre DU Pre DL2 LL1 LL2 0.00 29.00 0.840 0.840 0.000 0.000 0.280 0.280 SHEAR: Max V (kips) = 16.82 fv (ksi) = 2.98 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 122.0 14.5 0.0 1 .00 21 .40 24.00 21 .40 24.00 Controlling 122 .0 14. 5 0.0 1.00 21 .40 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 12.76 12.76 Max + LL reaction 4.06 4.06 Max + total reaction 16.82 16.82 DEFLECTIONS: (Camber = 3/4) Dead load (in) at 14.50 ft = -0.789 L/D = 441 Live load (in) at 14.50 ft = -0.251 L/D = 1386 Total load (in) at 14.50 ft = -1.040 L/D = 335 --------'-�--`---T-''------�---- '�-- �--- --' -- --' - - - ---- ---- --------�-- RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: OFFICE TYP GIRDERS Steel Code: AISC 9th Ed. SPAN INFORMATION: 4-SPANDREL Depth Limitation specified (in) = 36.00 Beam Size (Optimum) = W16R26 Fy = 36.0 ksi Total Beam Length (ft) = 23.00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness (in) 5.00 5.00 Unit weight concrete (pcf) 110.00 110.00 V c (ksi ) 3 .00 3.00 Decking Orientation parallel parallel Decking type VERCO W3 Formlok VERCO W3 Formlok Distance to Adjacent (ft) Beam: 30.00 Edge: 1.00 beff (in) = 46. 50 Y bar(in) = 17.04 Seff (in**3) = 73.63 Str (in**3) = 78.41 Ieff (in**4) = 1157.26 Itr (in**4) = 1273.47 Stud length (in) = 4.50 Stud diameter (in) = 0.75 Stud Capacity (kips) q = 9. 6 # of studs per stud segment: Full = 14, 3, 13 Partial = 11, 2, 10 Actual = 11,2, 10 Number of Stud Rows = 1, Percent of Full Composite Action = 77. 18 LOADS: Self Weight = 0.026 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 7.50 9 .40 5.20 5.20 Yes Yes 16.00 9.40 5.20 5.20 Yes Yes Line Leads (k/ft) : Distl Dist2 DLl DL2 Pre DU Pre DL2 LL1 LL2 0.00 23.00 0.420 0.420 0. 150 0. 150 0. 150 0.150 SHEAR: Max V (kips) = 21 . 77 fv (ksi ) = 5.55 Fv = 14.40 MOMENTS., Span Cond Moment @ Lb Cb Tension Flange Comp F1angE kip-ft ft ft fb Fb fb Fb Center Pre DL 49.4 10.9 --- --- 15.43 24.00 15.43 24.0( Max + 145.4 11 .0 --- --- Mmax/Seff 23.69 24.00 --- --- Mprecmp/Sx+Mpost/Seff 31 .07 32.40 --- Controlling 145.4 11 .0 --- --- 23.69 24.00 --- --- fc (ksi ) = 0.51 Fc = 1 .35 REACTIONS (kips) : Left Right Initial reaction 7. 11 7. 34 DL reaction 14. 33 14. 73 Max + LL reaction 6.81 7.04 Max + total reaction 21. 14 21 . 77 DEFLECTIONS: (Camber = 1/2) Initial load (in) at 11 . 50 ft = -0.555 L/D = 497 Live load (in) at 11 . 50 ft = -0. 139 L/D = 1979 Post Comp load (in) at 11 . 50 ft = -0.280 L/D = 986 Total load (in) at 11 .50 ft = -0.835 L/D = 331 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: OFFICE TYP GIRDERS Steel Code: AISC 9th Ed. SPAN INFORMATION: 4-" Depth Limitation specified (in) = 36.00 Beam Size (Optimum) = W16X31 Fy = 50.0 ksi Total Beam Length (ft) = 23.00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness (in) 5.00 5.00 Unit weight concrete (pcf) 110.00 110.00 f'c (ksi ) 3.00 3.00 Decking Orientation parallel parallel Decking type VERCO W3 Formlok VERCO W3 Formlok Distance to Adjacent (ft) Beam: 30.00 Beam: 30.00 beff (in) = 69.00 Y bar(in) = 17.72 Seff (in**3) = 92.69 Str (in**3) = 96.85 Ieff (in**4) = 1526.27 Itr (in**4) = 1631.65 Stud length (in) = 4.50 Stud diameter (in) = 0.75 Stud Capacity (kips) q = 9.6 # of studs per stud segment: Full = 24, 3,23 Partial = 19, 3, 18 Actual = 19, 3, 18 Number of Stud Rows = 1, Percent of Full Composite Action = 81.47 LOADS: Self Weight = 0.031 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 7.50 18.70 10. 40 10.40 Yes Yes 16.00 18. 70 10.40 10.40 Yes Yes Line Loads (k/ft) : Distl Dist2 D11 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 23.00 0.360 0.360 0.200 0.200 0.200 0.200 SHEAR: Max V (kips) = 36.53 fv (ksi ) = 8.86 Fv = 19.69 MOMENTS Span Cond Moment @ Lb Cb Tension Flange Comp FlangE kip-ft ft ft fb Fb fb Fb Center Pre DL 90.8 10.5 --- --- 23.08 33.00 23.08 33.00 Max + 250.4 10.4 --- --- Mmax/Seff 32.42 33.00 --- --- Mprecmp/Sx+Mpost/Seff 43.75 45.00 --- Controlling 250.4 10.4 --- --- 32 .42 33.00 --- --- fc (ksi ) = 0.62 Fc = 1.35 REACTIONS (kips) : Left Right Initial reaction 12.83 13.28 DL reaction 22. 79 23.60 Max + LL reaction 12.47 12.93 Max + total reaction 35. 26 36.53 DEFLECTIONS: (Camber = 3/4) Initial load (in) at 11 . 50 ft = -0.821 L/D = 336 Live load (in) at 11.50 ft = -0. 197 L/D = 1399 Post Comp load (in) at 11 .50 ft = -0. 355 L/D = 778 Total load (in) at 11. 50 ft = -1 . 175 L/D = 235 -Tyr of t 1 FL t - t� - -yam_ _.� _.. _ -...__. .. _ __ •- .___.-�y__-. - . __- �__.. .. -..-� -�I V - �� _ _ CR:t Tyr, �r�a2 c.� �, _- --- - - - ----- - ,CI , l0 a , wo -.- -r -- i . i t RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: OFFICE TYP HMS Steel Code: AISC 9th Ed. SPAN INFORMATION: 4-INTERIOR SHORT BM Depth Limitation specified (in) = 36.00 Beam Size (User Selected) = W12X14 Fy = 36.0 ksi Total Beam Length (ft) = 15.00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness ( in) 5.00 5.00 Unit weight concrete (pcf) 110.00 110.00 f 'c (ksi ) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VERCO W3 Formlok VERCO W3 Formlok Distance to Adjacent (ft) Beam: 8.00 Beam: 8.00 beff (in) = 45. 00 Y bar(in) = 15.07 Seff (in**3) = 27.21 Str (in**3) = 38.50 Ieff ( in**4) = 332. 62 Itr (in**4) = 556.52 Stud length (in) = 4.50 Stud diameter (in) = 0.75 Stud Capacity (kips) q = 8. 1 # of studs: Max = 15 Partial = 5 Actual = 5 Number of Stud Rows = 1, Percent of Full Composite Action = 27.20 LOADS: Self Weight = 0.014 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 15.00 0.720 0.720 0.400 0.400 0.400 0.400 SHEAR: Max V (kips) = 8.51 fv (ksi ) = 3. 57 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Pre DL 11 .6 7.5 --- --- 9. 38 24.00 9. 38 24.00 Max + 31 .9 7.5 --- --- Mmax/Seff 14.07 , 24.00 --- --- Mprecmp/Sx+Mpost/Seff 18. 31 32.40 --- Controlling 31 .9 7.5 --- --- 14.07 24. 00 --- --- fc (ksi ) = 0. 18 Fc = 1 .35 REACTIONS (kips) : Left Right Initial reaction 3. 11 3. 11 DL reaction 5.51 5.51 Max + LL reaction 3.00 3.00 Max + total reaction 8. 51 8. 51 DEFLECTIONS: Initial load (in) at 7. 50 ft = -0. 184 L/D = 980 Live load (in) at 7. 50 ft = -0.047 L/D = 3811 Post Comp load (in) at 7. 50 ft = -0.085 L/D = 2117 Total load (in) at 7. 50 ft = -0.269 L/D = 670 RAMSBEAM V2 . 0 - Gravity Beam Design Licensed to: NALIS=AEC Job: OFFICE TYP BMS Steel Code: AISC 9th Ed. SPAN INFORMATION: 4-INTERIOR SHORT BM Depth Limitation specified ( in) = 36 . 00 Beam Size (User Selected) = W14X22 Fy = 36.0 ksi Total Beam Length (ft) = 21 .00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness (in) 5.00 5.00 Unit weight concrete (pcf) 110.00 110.00 V c (ksi ) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VERCO W3 Formlok VERCO W3 Formlok Distance to Adjacent (ft) Beam: 8.00 Beam: 8.00 beff ( in) = 63. 00 Y bar(in) = 16.49 Seff (in**3) = 47.49 Str (in**3) = 64.00 Ieff (in**4) = 631 . 58 Itr (in**4) = 1018.09 Stud length (in) = 4. 50 Stud diameter (in) = 0.75 Stud Capacity (kips) q = 8. 1 # of studs: Max = 21 Partial = 8 Actual = 8 Number of Stud Rows = 1, Percent of Full Composite Action _ 27.89 LOADS: Self Weight = 0.022 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 21 .00 0. 720 0. 720 0.400 0.400 0.400 0.400 SHEAR: Max V (kips) = 11 .99 fv (ksi ) = 3 .79 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flang kip-ft ft ft fb Fb fb Fb Center Pre DL 23. 3 10.5 --- --- 9.63 24.00 9.63 24.0 Max + 63.0 10. 5 --- --- Mmax/Seff 15.91 , 24.00 --- -- Mprecmp/Sx+Mpost/Seff 19. 66 32.40 --- -- Controlling 63.0 10. 5 --- --- 15.91 24.00 --- -- fc (ksi ) = 0. 21 Fc 1 .35 REACTIONS (kips) : Left Right Initial reaction 4.43 4.43 DL reaction 7. 79 7. 79 Max + LL reaction 4.20 4.20 Max + total reaction 11 .99 11 .99 DEFLECTIONS: Initial load ( in) at 10. 50 ft = -0. 320 L/D = 787 Live load (in) at 10.50 ft = -0.096 L/D = 2637 Post Comp load (in) at 10.50 ft = -0. 172 L/D = 1465 Total load (in) at 10. 50 ft = -0.492 L/D = 512 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: OFFICE TYP BMS Steel Code: AISC 9th Ed. SPAN INFORMATION: 4-INTERIOR BM Depth Limitation specified (in) = 36.00 Beam Size (Optimum) = W16X26 Fy = 36.0 ksi Total Beam Length (ft) = 30.00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness (in) 5.00 5.00 Unit weight concrete (pcf) 110.00 110.00 f'c (ksi ) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VERCO W3 Formlok VERCO W3 Formlok Distance to Adjacent (ft) Beam: 8.00 Beam: 8.00 beff (in) = 90.00 Y bar(in) = 18.63 Seff (in**3) = 65.26 Str (in**3) = 81.80 Ieff (in**4) = 1026.80 Itr (in**4) = 1473 .78 Stud length (in) = 4.50 Stud diameter (in) = 0.75 Stud Capacity (kips) q = 8. 1 # of studs: Full = 40 Partial = 13 Actual = 13 Number of Stud Rows = 1, Percent of Full Composite Action = 38.30 LOADS: Self Weight = 0.026 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DU Pre DL2 LL1 LL2 0.00 30.00 0.720 0.720 0.400 0.400 0.400 0.400 SHEAR: Max V (kips) = 17. 19 fv (ksi ) = 4.38 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp F1ang( kip-ft ft ft fb Fb fb Fb Center Pre DL 47.9 15.0 --- --- 14.98 24.00 14.98 24.0( Max + 128.9 15.0 --- --- Mmax/Seff 23.71 , 24.00 --- --- Mprecmp/Sx+Mpost/Seff 29.88 32.40 --- Controlling 128.9 15.0 --- --- 23. 71 24.00 --- -- fc (ksi ) = 0.29 Fc = 1 .35 REACTIONS (kips) : Left Right Initial reaction 6.39 6.39 DL reaction 11. 19 11 . 19 Max + LL reaction 6.00 6.00 Max + total reaction 17. 19 17. 19 DEFLECTIONS: (Camber = 3/4) Initial load (in) at 15. 00 ft = -0.890 L/D = 405 Live load (in) at 15.00 ft = -0.245 L/D = 1470 Post Comp load (in) at 15.00 ft = -0.441 L/D = 817 Total load (in) at 15. 00 ft = -1 .330 L/D = 271 RAMSBEAM V2 . 0 - Gravity Beam Design Licensed to: NALIS=AEC Job: OFFICE TYP HMS Steel Code: AISC 9th Ed. SPAN INFORMATION: 4-LINTEL BM Depth Limitation specified ( in) = 36.00 Beam Size (User Selected) = W16X26 Fy = 36. 0 ksi Total Beam Length (ft) = 30.00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness ( in) 5.00 5.00 Unit weight concrete (pcf) 110.00 110.00 V c (ksi ) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VERCO W3 Formlok VERCO W3 Formlok Distance to Adjacent (ft) Beam: 8.00 Edge: 1.00 beff (in) = 57.00 Y bar(in) = 17.55 Seff (in**3) = 60.35 Str (in**3) = 78.84 Ieff (in**4) = 864. 18 Itr (in**4) = 1338.58 Stud length (in) = 4.50 Stud diameter (in) = 0.75 Stud Capacity (kips) q = 8. 1 # of studs: Full = 40 Partial = 10 Actual = 10 Number of Stud Rows = 1, Percent of Full Composite Action = 29.46 LOADS: Self Weight = 0. 026 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 30.00 0. 510 0. 510 0.250 0.250 0.200 0.200 SHEAR: Max V (kips) = 11 .04 fv (ksi ) = 2 .82 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Pre DL 31 . 1 15.0 --- --- 9 . 71 24.00 9.71 24.00 Max + 82.8 15.0 --- --- Mmax/Seff 16.47 , 24.00 --- --- Mprecmp/Sx+Mpost/Seff 20.00 32 .40 --- --- Controlling 82.8 15.0 --- --- 16.47 24.00 --- --- fc (ksi ) = 0.24 Fc = 1 .35 REACTIONS (kips) : Left Right Initial reaction 4. 14 4. 14 DL reaction 8.04 8 .04 Max + LL reaction 3.00 3.00 Max + total reaction 11 . 04 11 .04 DEFLECTIONS: (Camber = 1/2) Initial load (in) at 15.00 ft = -0.577 L/D = 624 Live load (in) at 15.00 ft = -0. 145 L/D = 2475 Post Comp load (in) at 15.00 ft = -0.335 L/D = 1076 Total load (in) at 15.00 ft = -0.911 L/D = 395 No 4C� , oqo = 51 loll ; 10 - wt(gqxUp i wives = ��.,.��.�._ . . = • ?� - -- - , ' 050 �4-0 il 4-11 W = g �. , 0 , 40 - -' - 2� � is - - _ - --- -- wl= 3S d i i I SEISMIC ANALYSIS BOTH DIR --------- ------------------------------------------------------- PEIER GINTAUTAS PROJ:SPP, OFFICE BATE: 28-Nov-96 N A L I S SUBJ: BIR: BOTH <EVXNSXBOTH) A . E . C SEISMIC ANALYSIS UBC --------- ------------------------------------------------------- MIN ACT LEVEL TYPE L W AREA PSF PSF 474 = k. story weight TYPE PSF DESCRIPTION - --- ----- ---- ---- ----- --- --- ------------------------- --- - - ROOF W 102 120 2220 16 35.5 = EXT WALL UT fpsf) R 20 = ROOF YT (psi) HT= 10 P 102 120 6120 12 73.4 = PART (psi fl areal W 16 = EXT WALL WT (Psi) BELOW R 102 120 12240 20 244.8 = ROOF WT (psi) P 12 = PART (Psi fl area) CW 124 10 1200 100 120.0 = 8' CONC NALL ipsf) F 60 = FLOOR WT (psi) R 20 TR 18 = TILE ROOF (psi) R 20 CF 16 = GYPCR FLOOR (Psi) R 20 CV 100 = 8' CONC WALL (Psi) MIN ACT 0 80 = OTHER (psi) LEVEL TYPE L W AREA PSF PSF 1072 = k. story weight ----- ----- ---- ---- ----- --- --- ------------------------- 4-TH W 102 120 4440 16 71.0 = EXT WALL WT 'psi) ENTER--> 64 = BUILDING WIDTH HT= 10 P 102 120 12240 12 146.9 = PART (psi fl areal BELOW F 102 120 12240 60 734.4 = FLOOR WT (osf) +----------+ CW 120 10 1200 100 120.0 = 8' CONC WALL (Psi) ; wt.= 474 ; ROOF F 60 +----------+ F 60 F 60 shear=84.2 k. MIN ACT LEVEL TYPE L W AREA PSF PSF 1072 = k. story weight +----------+ ===== ----- ---- ---- ===== === --- __===_=_==_=_________=_=_ ; wt.=1072 ; 4-TH 3-RD W 102 120 4440 16 71.0 = EXT WALL WT (psi) +----------+ HT= 10 P 102 120 12240 12 146.9 = PART (psi fl area) BELOW F 102 120 12240 60 734.4 = FLOOR WT [psi) shear=229. k. CW 120 10 1200 100 120.0 = 8' CONC WALL (Psi) F 60 +----------+ F 60 ; wt.=1012 ; 3-RD F 60 +----------+ MIN ACT LEVEL TYPE L W AREA PSF PSF 1131 = k. story weight shear=329. k. ----- ----- ---- ---- ----- ------------------------- 2-ND W 102 120 5328 16 85.2 = EXT WALL WT (Psi) +----------+ HT= 12 P 102 120 12240 12 146.9 = PART (Psi fl area) wt.=1131 ; 2-ND BELOW F 142 120-12240 60 134.4 = FLOOR WT (psi) -----------+ CW 120 10 1200 100 120.0 = 8' CONC WALL (Psi) R 124 18 2232 20 44.6 = ROOF WT (.psi) shear=386. k. F 60 F 64 I!!lill!lilJl 3 « Z =SEISMIC ZONE <1X2><3X4Xseattle=3> => OA 3 = T ca)c non-ductile 1 « I =IMPORTANCE 0 XI.25X1.5> 8.9 = Ft calc ----- 96.7 = Ft sac 8 « ew =DUCTILITY( 8 = ply hoc less than 3-stories : _) 0.0 = Ft used if T ;3 ----- < 6 = other light wood fraiini > < 6 = iasonry shearwalls > 0.344 = C/Rw calc 1.5 <{ S3 =SOIL PROFILE < 1.5 = medium stiff > =>0.075 = C/Rw min 3.94 = C caic 0.30 = tone value 2.75 = C mac 1.00 = importance 1.00 = ductility =>0.103 = ZIC= seisiic factor 2.75 = soil and flexibility ZIC/Rw = 0 . 10 & Vmax = 386.7 k kips ft-kios FLOOR ENTER ENTER STORY SEISMIC OVERTURNING LEVEL FLOOR STORY SUN OF SHEAR SHEAR MOMENT BELOW WEIGHT 4EIGHT STORY HIS w/Ft DIAGRAM DIAGRAM ----- ------- -------- -------- ----- --------------------- UPPER 473.7 k ----- ---- + 10 ft. 42 ft. 84.2 +++ 4-TH 1072. k 84 +++ 342 + ----- ----- 4 10 ft. 32 ft. 145.2 ++++++++++ ++++ 3-RD 1072. k 229 ++++++++++ 4136 +++++++ ----- ----- i 10 ft. 22 ft. ".a ++++++++++++++ +++++++++++ 2-ND 1131. k 329 ++++++++++++++ 6420 +++++++++++++++ ----- ----- 2 12 ft. 12 ft. 57.4 +++++++++++++++++ ++++++++++++++++++++ 397 +++++++++++++++++ 11068 ++++++++++++++++++++++++++ WIND ANALYSIS EAST-NEST DIR --------- ------------------------------------------------------------- P E T E R DATE: 28-Nov GINTAUTAS PROJ: SPP, OFFICE N A L Z S SUBJ:DIR: EN <EW>(NS> A . E . C WIND ANALYSIS UBC vind4 PROVIDE THE FOLLOWING: MACROS ------------------------------------------------------ -- -------------------- C <--EXPOSURE FACTOR <B)<C><D) IP TO PRINT W/O ZEROS SHEAR STORY HT. 101 = BLDG LENGTH ----- <B) Build, forest )loft. over 10, Area wri 1ei 2 ///l//111111 PARAPETiROOF <C) Flat 4 Open, over I/2ri. 23.6 10.5 ;;;;;;;:::;; THIRD :D< ` flat. near open water 55.0 10.5 SECOND 03.9 10.5 FIRST 45.1 HEIGHT = MAX BUILDING HEIGHT 114.1 12 80 «; MPH = DESIGN WIND SPEED 1 (<< 1 = OTHER and 1.15 = ESSENTIAL ----- story SUM & #id STORY STORY story SHEAR SHEAR MOMENT WIND PRESSURE S!MMARY STORY NAME ht i wide hts KIPS XIPS SHEAR DIAGRAM K-FT MOMENT DIAGRAM ------------------------------ ------------ ---- ---- ----- ----- ------ ------------- ------- -------------- Ce x Ca x Os I I = PRESSURE PARAPET/ROOF 2 101 45.5 HEIGHT Ce Co 8s 1 psf fl ----- ---- I --- 43.5 23.6 23.6 ++ ----- ---- --- ---- --- ---- STORY-)THIRD 10.5 101 38.3 23.6 23.6 ++ 247 . 15 1.06 1.4 16.4 1.0 24.3 <= fl ----- ---- I --- 33.0 31.5 55.0 ++++ + 20 1.13 1.4 16.4 1.0 25.9 (= STORY->SECOND10.5 101 27.8 31.5 55.0 ++++ 025 ++ 25 1.19 1.4 16.4 1.0 27.3 <= fl ----- ---- I --- 22.5 29.8 83.9 +++++++ ++++ 30 1.23 1.4 16.4 1.0 28.2 (= STORY-)FIRST 10.5 101 17.3 28.0 93.9 +++++++ 1706 +++++ 40 1.31 1.4 !6.4 1.0 3?.1 <= fl ----- ---- r --- 12.0 30.2 114.1 ++++++++++ +++++++ 60 1.43 1.4 16.4 1.0 32.8 STORY-) 12 116 6.0 30.2 114.1 ++++++++++ 3075 ++++++++++ 80 1.53 1.4 16.4 1.0 35.1 fl ----- ---- I --- 100 1.61 1.4 16.4 1.0 37.0 STORY-) fl ----- ---- r --- EXPOSURE. HT. GUST FACOR Ce ------------------------------ HEIGHT Ce Ce Ce ft 9 C D ----- ---- ---- ---- i5 0.62 !.06 1.39 20 0.6 1.13 1.45 25 0.1l 30 0.76 40 0.34 !.31 1.62 A 0.95 1.43 1.73 80 1.04 1.53 1.21 too 1.13 1.61 1.88 PRESSURE COEFFICIENT Co ------------------------------ heiaht less t;an 40ft 1.3 height Dreater than 40ft 1.4 WIND PRESSURE BASED ON MAXIMUM WIN➢ SPEED ------------------------------ eiles/8s = basic wind Dress ----- ------------------------ 70 12.6 psf 30 16.4 asf 90 20.3 osf DO 25.6 asf 110 31.0 Dsf 120 36.9 psf 130 43.3 Dsf ------------------------------ WIND ANALYSIS NORTH-SOUTH DIR --------- ------------------------------------------------------------ P E T E R DATE: 2fl-Nov GINTAUTAS PROJ: SPP, OFFICE N A Z I S SUBJ:DIR: H; <EW><NS> A . E . C WIND ANALYSIS UBC wind4 --------- ------------------------------------------------------------- PROVIDE THE FOLLOWING: MACROS ------------------------------------------------------ -- -------------------- C e--EXPOSURE FACTOR (B)<C>(D> \P TO PRINT W/O ZEROS SHEAR STORY HT. 121 = BLDG LENGTH ----- Build, 'crest >20ft, over 20% Area w/i 1ii 2 //////\1\1\\ PARAPET/ROOF <C> Flat D Open, over 1/2ti. 28.2 10.5 ';;;;;;;" THIRD <D) flat, near open water 65.9 10.5 „' SECOND 100.5 10.5 „' FIRST 45.5 HEIGHT = MAX BUILDING HEIGHT 134.1 12 80 «( MPH = DESIGN WIND SPEED 1 «<: i = Or and 1.15 = ESSENTIAL ----- story 5UM & iid STORY STORY story SHEAR SHEAR MOMENT MIND F'RESS!URE SAMARY STORY NAME ht z Ride h#s UPS KIPS SHEAR DIAGRAM X-FT MOMENT DIAGRAM ------------------------------ ------------ ---- ---- ----- ----- ------ ------------- ------- -------------- .^e z Cc z Os z 1 = PRESSURE PARAPET!ROOF 2 121 41.5 HEIsaT Ce Cj �s T G5f fl ----- ---- z --- 43.5 23.2 28.2 ++ ----- ---- --- ---- --- ---- STORY-)THIRD 10.5 121 33.3 28.2 N.2 ++ 296 . 15 1.06 1.1 16.4 1.0 24.3 <= fl ----- ---- z --- 33.0 37.7 65.9 ++++ + 20 1.13 1.4 16.4 1.0 25.9 C= STORY-)SECOND10.5 121 27.0 37.7 65.9 ++++ 989 ++ 25 1.19 1.4 16.4 1.0 27.3 <= fl ----- ---- z --- 22.5 34.6 100.5 +++++++ ++++ 30 1.23 1.4 16.4 1.0 28.2 e= STORY-)FIRST 10.5 121 17.3 34.6 100.5 +++++++ 2044 +++++ '41 1.31 1.4 16.4 1.0 30.1 <= fl ----- ---- --- 12.0 73.6 134.1 ++++++.... +++++++ 60 1.43 1.4 16.4 1.0 32.3 STORY-) 12 121 6.0 33.6 134.1 ++++++++++ 3652 ++++++++++ 30 1.53 1.4 16.4 1.0 35.1 fl ----- ---- z --- 100 1.61 1.4 16.4 1.0 37.0 STORY-) fl ----- ---- z --- EXPOSURE. HT. GUST FACTOR Ce ------------------------------ HEIGHT Ca Ce Ce ft :+ D ----- ---- ---- ---- 1` 0.:2 1.Oa 1.39 20 - , 4` :5 .72 1.0 1.110 30 0.76 1.23 1.54 40 0.84 1.31 1.62 60 0.95 1.43 1.'3 80 1.04 1.53 1.81 101 1.13 1.61 1.39 PRESSURE COEFFICIENT Cc ------------------------------ heicht less than 40ft 1.3 heicht Greater than 40ft 1.4 MIND PRESSURE BASED ON MAXIMUM WIND SPEED ------------------------------ ilie5iOs = bas1C wind press 70 12.6 psf e0 16.4 50 90 20.3 GO 1.0 2`.6 Dsf :13 31.0 psf - 35.9 psf '_30 43.3 psf ------------------------------ HOTEL RESTAURANT OFFICE SMOKEY POINT PROPERTIES HOTEL AND OFFICE COMPLEX 9I? I ---------- ------------------------------------------------------ P E T E R DATE: 03/25 GINTAUTAS PROD: SPP-RESTAURANT N A L I S SUBJ: 9D. 9I A . E . C COLUMN & STORY LOADING --------- -------------------------------------------------------- I I ((-- (N>Aisc. 2 = ALLOY SOIL PRESSURE psf t------+ 1.5 = CONT FIG MIN YIDTH ft C{-- partition 2 = SQUARE FIG MIN DIM ft. -- -- <(-- (F>floor ' ------------- ' {(-- {Y)wall or STORT ; (C>coI1A4 Y +-+ 1/ P or Pa 9D, 9I ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = 722 34Z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf V & L spin remarks 24.6 11.7 PD PL IL -=-= ----- - - ----= ----- ----- RGGF F L 25 19 L 38 floor... 18.1 24.6 11.9 36.5 F 32 19 L 38 floor... 23.1 Y 10 4 h A wall.... 1.5 LLF naif loidiaq 0.6 0.3 1.0 wll wDL olL ------------------ ------------------ ll/1/\l1I1/1/1/\/i spin = 38 TL= 36. 5 k. CONT FTG = 1 . 5 SA FTG = 4.3 ------ ---- ---- ----- ---- ---- ------- ----------------------------- 13F1 „ 13K --------- ------------------------------------------------------- P E T E R DATE: 03/25 GINTAUTAS PROD: SPP-RESTAURANT N A L I S SUBJ: 13H, 13K A . E . C COLUMN & STORY LOADING --------- ------------------------------------------------------- 0 tl ((-- (A>Aisc. 2 = ALLOY SOIL PRESSURE psf +------+ 1.5 = CONT FTG MIN YIDTH ft (<-- (P>partition 2 = SQUARE FTG MIN DIM ft. ------------- (C-- 0floor ' ------------- ((-- 1>wall or STORY ; (C)column r -+ or F'u 13H, 13K ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = /22 34.=LLR K Llred LOAD SUMMARY STORY TYFE LI9E psf Y b L Span reiarks :4.6 11.7 PD Pl TL ROOF F L 25 19 L "3 floor... 3.1 24.6 1i.9 36.5 F 32 17 L A ihor... :3.1 Y 10 4 k 33 aall.... !.5 kLF unif loading 0.6 0.3 1.0 AL wDL vIL ------------------ ------------------ spin = 38 TL= 36. 5 k. CONT FTG = 1 . 5 S9 FTG = 4.,; ------ ---- ---- ----- ---- ---- ------- ----------------------------- 3-0M � IL XM P E T E R DATE: 03/25 GINTAUTAS PROD: SPP—RESTAURANT N A L I S SUBJ: ion, 11M A . E . C COLUMN & STORY LOADING --------- ------------------------------------------------------- 11 ------' {{-- (P/partition 1. _ RE T�IMIC�B f . -- - {{-- ,F/floor � ' ' START 10 M, 1y1 qr Pu ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = 704 J31=LLR Dl LLred LOAD SUMMARY STORY TYPE LIVE psf W & L span marks 22,2 10.J PD PL TL --- ---- ---- ------- ----- ----- ----- ----- ----- ROOF F L 25 15 L 32 floor... 12.0 22.2 10.J J2.5 F �2 15 L 32 floor... 15.4 W 10 4 1 N. #all.... 1.3 ILF waif loading F 25 14 L 16 floor... 5.6 0.1 0.J 1.0 F L 15 14 L 16 floor... JA rll rDL rTL ------------------ ------------------ i1i±l'J1ii111V11\ span = J2 TL= 32. 5 k. CONT FTG = 1 . 5 S9 FTG = 4.0 ------ ---- ---- ----- ---- ---- ------- ----------------------------- 7 - 4D_ y P E T E R DATE: 05 3/� GINTAUTAS PROD: SPP—RESTAURANT N A L I S SUBJ: 7.4L A . E . C COLUMN & STORY LOADING 1i -- CM/u sc. 2 = ALLOY SOIL PRESSURE psf �----- 1.5 = CONT FTG MIN WIDTH ft {-- 4>partition 2 = SQUARE FTG MIN DIM ft. ------------ ;;-- ;F/flaor ------------- ;{-- W;rall or STORY {C/coluan R „ ? or Pu 7. 4L --- ---- ----- ---- ---- ------- ----------------------------- Of AREA = '16 11=LLR DL LLred LOAD SUMMARY STORY TIPE LIVE psf W & L span reaarks 19.7 11.1 PD PL TL ---- ----- ----- ----- ROOF L 25 :2 L 28 floor... 15.4 14.7 11.1 NJ J2 CLF waif loading 0.1 0.4 1.1 dl rDL rTL ------------------ ------------------ ', span = 23 TL= 30.8 k. CONT FTG = 1. 5 SO FTG = 3.9 ------ ---- ---- ----- ---- ---- ------- ----------------------------- b L -------------------------------------------------------- P E T E R DATE: 03/25 GINTAUTAS PROD: SPP—RESTAURANT N A L I S SUBJ.- 6L A . E . C COLUMN & STORY LOADING --------- ------------------------------------------------------ 99 „ - :q;rrisi. = ALLOY SOIL PRESSURE psf -----• 1.0 = NNT FIG MIN WIDTH ft -- tF')partition = SQUARE FIG MIN DIM ft. ------------- :t-- .rnlGur — — ' ' -- X oill or STORY CC iolu:n ,T r_r `, F or i''d 6L ----- ---- ---- ----- ---- ---- ------- ............................. olf AREA = ai4 1JZ=1LR JL llred LOAD SUMMARY SIORi T'i?E LIE psf W 6 L span re:arks 1Z.3 3.1 FD ?L IL "��F -- - .-;' L floor...----- - '9.4 12.3 3.1 20.9 �. .2 1; L 22 floor... i2.0 1 1v ; h 22 dill.... J.9 CLF unit loidiiq 0.6 0.4 L o oLL rDL rTL ------------------ ------------------ i'„';/iJil1l1J1/V\ span = 22 TL= 20. 9 k. CONT FTG = 1 . 5 SO FTG = 3.2 - -- ----• -•- ---- ------- ----—----------------- - -- 1 -iG F T E R DATE: 03/25 GINTAUTAS PROD: SPP—RESTAURANT N A L I 3 SUBJ: 1:,K A . C COLUMN & STORY LOADING . 2 = ALLOY o0lL PRESSURE psf ------ i.J _ CONT FIG MIN WIDTH ft partition _ aiUARE FIG MIN DIM ft. 'J'A nor -- J oil' or STORE ;C;iolu�n --- ---- ----- ---- ---- ------- ----------------------------- plt nriEA : 2Q$ =LLRL sired LOAD SUMMARY SIuRT ;;?E L:'c osf 4 6 L span remarks `A ?D RL TL - J - — -L !u iiuGr... ..1 -• --s.Q 3 L 26 floor... 0.1 �a 4all.... ..;, tiLF unit loadinq rLL 61. rTL ------------------ span = 210 TL= 12. 7 ►:. CONT FTG = 1 . 5 SO FTG = 2. 5 ------ ---- ---- ----- ---- ---- ------- ----------------------------- 100 , 11 --j -------- ----------------------------------------------_.-------•_- P E T E R DATE: 03/25 GINTAUTAS PROD: SPP—RESTAURANT N A L I S SUBJ: 10J. 11J A . C . C COLUMN & STORY LOADING +Y ALLOY SOIL PRESSURE psf *------* 1.5 = i.ONT FIG MIN YIDTH ft -- <.r",partition = S6UARE FTG MIN DIM ft. ----------•-- CFiflaar --•---•------ ; S1ORY ; ; !C?Calusn 9 T-+ i P or Fu IOJ. 11J ------ ---- ---- ----- ---- ---- ------- ----------------------------- plf AREA = 224 4';=1LR DL LLred LOAD SUMMARY STORY iiPE LIVE psf V I l span retarks 112.2 SA r-3 Pl IL ROOF 6 L 24 floor... j.o ILL' JA 17.5 r 14" 3 L 24 floor... 4.6 j 10 10 h `0 roll.... 5.-1 iLF unif loid* 25 3 L 13 floor... :.0 v.5 J.2 4.7 F 3 L 13 floor... 2.6 .LL .DL iTL span = 24 TL= 17 . 5 k. CONT FTG = 1 . 5 SA FTG = 3. 0 9 L- ---------- --—--------------------------------------------------- P E T E R DATE: 03/25 GINTAUTAS PROD: SPP—RESTAURANT N A L I 5 SUBJ: 9L A . E - C COLUMN & STORY LOADING ..-------- ------------------------------------------------------- .i nLLOi SOIL FRESSURE psf ;.5 = CONT Fi3 MIN VIDTN ft SHARE FTG MIN DIM ft. ------------- -; - J)flair ------------- - Y;rall or L"Coluafi d +-+ J P or IN 9L ------ ---- ---- ----- ---- ---- ....... ............................. plf AREA - 772 J7Y-LLM1 ;L LLrea LiiAD SuMMAR'f STGR'f .IPE LIVE psf Y b L spau :clacks :..2 PD 'L IL .ROOF F 25 24 L Z floor... .,.3 25.3 12.2 1.5 A. -4 L h gall.... ALF unif lridii4 'l.0 .4 1.1 rLl 4DL rTl span = oa 3L= 37. 5 k. CONT FTG = ; . 5 SO FTG = 4 . : 7 - 4 -F --------- ------------------------------------------------------- r^- E T E R DATE: 03/25 GINTAUTAS PROD: SPP-RESTAURANT N L I S SUBJ: 7.4J A E . C COLUMN & STORY LOADING --------- ------------------------------------------------------ �4 :11)iisc. : = ALLOY SOIL PRESSURE psf -------* 1.5 = CONT FIG AIN YIDTH ft C:-- (Pipartition 2 = SHARE FIG AIN DIM ft. ; ------------- "-- 'Fifloor :Y;wall or STGRY CCirolwin or Pd 7. 4J Of AREA = 130 3Z=LLR DL LLred LOAD SUMMARY CiORY iY?E LIVE psf Y ! L span remarks 7.0 i.5 PD PL Tl - ------ --- - - ----- ----- ---=- vU- F I "5 i4 L N floor ' 0 ? 0 6.5 15 4 F i2 10 L 23 floor... LO i 1 wail.... KLF unif loadina L: 0. 0.6 wLL dDL wTL ------------------ ------------------ )W%P.,1i%iVV1l1 span = 28 TL= 15.4 k. CONT FTG = 1 . 5 SA FTG ------ ---- ---- ----- ---- ---- ------- ----------------------------- 7 h.1 ---------- ------------------------------------------------------- P E T E R DATE: 05/25 GINTAUTAS PROJ: SPP-RESTAURANT N A L I S SUBJ.- 7N .+ E C COLUMN & STORY LOADING ---------- ------------------------------------------------------- :D A,Ksc. C = nLLGY SOIL FRESSH E psf ---- 1.5 = CONT FTG MIN IIDIH ft -- .?;partition 2 = SOUARE FTG MIN DIM ft. •----------- " - CF if,Dor ------------- wa11 or r♦ nv � a�Cni ,�.�Dlumn r ur F'u 7 t,+' ----- ...- ---- ----- ---- --- ....... ............................. pif AREA = J-04 1-0y=LLR A LLred LOAD SUMMARY iiuni .1E L1iE i A & L ydn ei1 i�.i i. PD L IL 1 •--- --- --`- -- -- -- ---- ----- ===== ., L J Ilo2r... i loadina �.� 0.3 JL dTL span = 26 TL= 20. i ►�. CU.14T F T G = 1 . 5 SA FTG 3 -1 -- ---------------------------------------------------- P E T E R DATE: 03/25 07INTAILITAS PROD: SPP—RESTAURANT 1J A L I S SUDJ: 121I A . E C COLUMN & STORY LOADING --------- ------------------------------------------------------- :, aisi. 1 = ALLGN SOIL PRESSURE psi ------ 1.5 = Cowl FTu MIN 410TH ft :<-- =;P,,partition 2 = SOUAnE FTu MIN DIM ft. ., --- ------ „-- J"floor ------------- ' ' -- CY:rall or �rBRi tiC;ioluin 7 --_ P or Pu 1�I ------ ---- ---- ----- ---- ---- ------- ----------------------------- p H AREA = SIB ;O,=LLR JL LLred LOAD SUMMARY �TOR1 i1PE L1'iE psf Y & L spas (elarks 4117.5 i2.9 PD PL R ------ ---- ---- ----- ---- -=- ------- ----- ----- ----- ----- ----- 1UOF .0 L dJ floor... ...� L!.`r 12.9 aO.J i JL 25 L ,� aa]i.... ALF unif ;Gadinq u.3 uJ :.2 4L qDL dIL ------------------ ------------------ `,r�/l/lr1/'t/1/'v'� spia TL= 40.3 k. C014T FTG = 1 . 5 SO FTG = 4. 5 ----- -- ------------------------------------------------------- �- E T F: DATE: 0 3/2 5 GILWTAUTriS PROD: SPP—RESTAURANT IJ A L 1 SUBJ: 121N C COLUMN & STORY LOADIiJG ,fLlO.1 �;lil PAL0.3 RE psf i.S = :C1ii FTi, 1111 �INTR It P;yarfiliun i = IUARE rru------------- r�11i D1M ft. ., .. ------------- _:LL11i(i i�ia [ ncEA = ids ..=LL �u a :L �.. Luny JuMMAr;t J,VRI „rC L1 jGl . 1 L i�iA tailh. •._ ..d ;:� rl 1L • 1� .e L .S ,.vur... �. 4LL vA oiL :pdn = iu ;L= CDNT s=TG = 1 . 5 SO FTG = �. 5 9A --------- ------------------------------------------------------ P E T E R DATE: 03/25 GINTAUTAS PROD: SPP—RESTAURANT 14 A L I S SUBJ: 9A A E C COLUMN & STORY LOADING �9 :M;u;c. ' = ALLOY SOIL PRESSURE Dsf -----r 1.5 _ CORI FTG MIN YIDTH ft ::-- '74irtitiO4 2 = SQUARE FIG MIA DIM ft. ------------- C-- ;F;floer --;-;------- ;Y;rs11 Ur JTL'RY ?colura 5r Pu 9A Of AREA = '52 Rz-0 DL Llred LOAD SUMMARY .tW. ;'F'E LIVE of 9 Z L '-Pik relirks L! J.9 FD PL iL ---- ------- ----- --%:- ----- ----- auuf �J I'llL 13 floor... �.� ' 1 J.9 15.0 L i3 iiOOr... 3.1 10 4 h 20 ;ill.... i.0 KLF unif loidinq 0.5 0.3 0.8 rlL rDL s1L ;'sr'11';r 11111111111 Spill = i8 TL= 15.0 k. CONT FTG = 1 . 5 SA FTG = 2.7 ------ ---- ---- ----- ---- ---- ------ ----------------------------- 11D , 14D , lox , 131 ---------- ------------------------------------------------------- �' E T E : DATE: 0-1/25 �J.L fAtj j HID PROD: SP —RESTAURANT I S SUBJ: 11D. IDD, iOI, Iii A E C COLUMN & STORY LOADING ,iA . ;;I LCI 'NIL PREn3anU. -057 -----f - 1 'G 4I1, 11l.t1' 'I . ' uNT Ii� f:uA i1u,n Il - a pirtitiGn . _ otium FTG lilli DiM ft. I t I ------------ iulush LID , IOD , 14I , 11I •-- ;--A -- ^--11- ---;---1- I. -- R Of hREI, =121a yv`.-LLY. 11 L,.rfd J"'D auMMARY ;;TCRY T" L1'ec P S f Y & L :pan rnark5 ;M 3.2 '-D PL T; ..wi rJ v• L JJ '1j6r... 7;3 0 4 G ,o gill.... i.` ELF ua;i iuidlnQ 1.i u.S 1.S 0LL wK v1L ------------------ ------------------ 3pari = �a TL= 58. 7 k. CONT FTG = 1 . 5 SA FTG = 5.4 ------ ---- ---- ----- ---- ---- ------- ----------------------------- 10 11A r T : DATE: .1tdTAUT:13 F'fiOJ: 8PF-RESTAURPINi J IY L I SU$J: IOA, iln A . E . Cl* COLUMN .; STORY LOADING nLluy av;L �nE'auRE yi7 ;ripartiiiorl :e�nnc IIU it LiM ii. ------------ '-T wJI iY 1 JH t7 a i - --- Pii nn[n 416 ;o =ILF. L =d _und "•I�n��,i _ ..rA�i ,.rc La IE o5i - L !f _ •- - .J • 1J L---- l I1r..• J11 .J.J + iJ Y ;I v• Ail1.... •.J fiLf a6it lviul(iQ ALL rJL CL L - .. . J k C OhlJ i .' 1 0 — 1 . 30 i l O RAMSBEAM V2 .0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: EAST CORR BMS @ NORTH Beam Size (User Selected) = W16X26 Fy = 36.0 ksi Total Beam Length (ft) = 25.00 Top Flange Braced By Decking LOADS: Self Weight = 0.026 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 16.00 0.300 0.300 0.000 0.000 0.250 0.250 16.00 25.00 0. 120 0. 120 0.000 0.000 0. 100 0. 100 SHEAR: Max V (kips) = 6. 67 fv (ksi ) = 1.70 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 38. 6 11 . 6 0.0 1 .00 12.05 24.00 12.05 24.00 Controlling 38.6 11 .6 0.0 1 .00 12.05 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 3.79 2.75 Max + LL reaction 2.88 2.02 Max + total reaction 6.67 4.77 DEFLECTIONS: Dead load ( in) at 12.25 ft = -0.277 L/D = 1083 Live load (in) at 12.25 ft = -0.209 L/D = 1436 Total load (in) at 12.25 ft = -0.486 L/D = 617 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: EAST CORR BMS @ SOUTH Beam Size (Optimum) = W16X26 Fy = 36.0 ksi Total Beam Length (ft) = 20. 00 Top Flange Braced By Decking LOADS: Self Weight = 0.026 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 20. 00 0.720 0. 720 0.000 0. 000 0.600 0.600 SHEAR: Max V (kips) = 13 . 46 fv (ksi ) = 3.43 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp F1angE kip-ft ft ft fb Fb fb Fb Center Max + 67. 3 10.0 0.0 1 .00 21 .03 24 .00 21.03 24.0C Controlling 67.3 10.0 0.0 1 .00 21 .03 24.00 --- REACTIONS (kips) : Left Right DL reaction 7.46 7.46 Max + LL reaction 6. 00 6.00 Max + total reaction 13.46 13.46 DEFLECTIONS: Dead load ( in) at 10. 00 ft = -0.308 L/D = 780 Live load (in) at 10.00 ft = -0.247 L/D = 970 Total load ( in) at 10.00 ft = -0.555 L/D = 432 RAMSBEAM V2 .0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: EAST CORR BMS @ SOUTH Beam Size (Optimum) = W24X68 Fy = 36.0 ksi Total Beam Length (ft) = 34.00 Top Flange Braced By Decking LOADS: Self Weight = 0. 068 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0. 00 34.00 0.390 0.390 0.000 0.000 0.330 0.330 0.00 15.00 0.360 0. 360 0.000 0.000 0.300 0.300 15.00 34.00 0.720 0.720 0.000 0.000 0.600 0.600 SHEAR: Max V (kips) = 33. 66 fv (ksi ) = 3.42 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 268. 7 18.0 0.0 1 .00 20.94 24.00 20.94 24.00 Controlling 268.7 18.0 0.0 1 .00 20.94 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 15.82 18.84 Max + LL reaction 12. 30 14.82 Max + total reaction 28. 13 33.66 DEFLECTIONS: (Camber = 1/2) Dead load (in) at 17. 17 ft = -0. 585 L/D = 698 Live load (in) at 17. 17 ft = -0.458 L/D = 891 Total load ( in) at 17. 17 ft = -1 .043 L/D = 391 WL *41 _pig ili RAMSBEAM V2.0 - t, , -.am Design Licensed to: NALIS=AEC Job: REST-ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: LINE-J @ WEST NEAR HOTEL Beam Size (User Selected) = W16X26 Fy = 36.0 ksi Total Beam Length (ft) = 28.00 Top Flange Braced By Decking LOADS: Self Weight = 0.026 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 28.00 0.300 0.300 0.000 0.000 0.250 0.250 SHEAR: Max V (kips) = 8.07 fv (ksi ) = 2.06 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp F1angE kip-ft ft ft fb Fb fb Fb Center Max + 56.5 14 .0 0.0 1 .00 17.64 24.00 17.64 24.0( Controlling 56.5 14.0 0.0 1 .00 17.64 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 4.57 4.57 Max + LL reaction 3. 50 3.50 Max + total reaction 8.07 8.07 DEFLECTIONS: (Camber = 1/2) Dead load ( in) at 14. 00 ft = -0.517 L/D = 650 Live load (in) at 14.00 ft = -0. 396 L/D = 848 Total load ( in) at 14.00 ft = -0.913 L/D = 368 RAMSBEAM V2 .0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: NORTH SPANDREL Beam Size (Optimum) = W18X35 Fy = 36.0 ksi Total Beam Length (ft) = 34.00 Top Flange Braced By Decking LOADS: Self Weight = 0.035 k/ft Line Loads (k/ft) : Distl Dist2 DLl DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 34.00 0. 390 0.390 0.000 0.000 0.330 0.330 SHEAR: Max V (kips) = 12 .84 fv (ksi ) = 2 .42 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flang( kip-ft ft ft fb Fb fb Fb Center Max + 109 . 1 17 . 0 0.0 1 .00 22 . 73 24.00 22. 73 24.0( Controlling 109. 1 17.0 0.0 1 .00 22. 73 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 7.23 7.23 Max + LL reaction 5.. 61 5.61 Max + total reaction 12.84 12.84 DEFLECTIONS: (Camber = 3/4 ) Dead load ( in) at 17.00 ft = -0.864 L/D = 472 Live load (in) at 17.00 ft = -0.671 L/D = 608 Total load (in) at 17. 00 ft - -1 .535 L/D = 266 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: NORTH SPANDREL Beam Size (Optimum) = W16X31 Fy = 36. 0 ksi Total Beam Length (ft) = 29.00 Top Flange Braced By Decking LOADS: Self Weight = 0.031 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 29.00 0.390 0.390 0.000 0.000 0.330 0.330 SHEAR: Max V (kips) = 10 . 89 fv (ksi ) = 2 .49 Fv = 14. 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 79. 0 14 . 5 0.0 1 .00 20. 07 24.00 20.07 24 .00 Controlling 79.0 14. 5 0.0 1 .00 20.07 24 .00 --- --- REACTIONS (kips) : Left Right DL reaction 6. 10 6. 10 Max + LL reaction 4. 78 4 . 78 Max + total reaction 10. 89 10.89 DEFLECTIONS: (Camber = 1/2) Dead load (in) at 14. 50 ft = -0.616 L/D = 565 Live load (in) at 14. 50 ft = -0.483 L/D = 721 Total load (in) at 14. 50 ft = -1 .099 L/D = 317 1OPP f Tj- -- --- --- - - --- - - --- q go llr 91 RAMSBEAM V2 . 0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: EAST LINTEL BMS, MED Beam Size (User Selected) = W14X22 Fy = 36.0 ksi Total Beam Length (ft) = 25.00 Top Flange Braced By Decking LOADS: Self Weight = 0. 022 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 25 . 00 0.240 0.240 0.000 0.000 0.200 0.200 SHEAR: Max V (kips) = 5. 78 fv (ksi ) = 1 .83 Fv = 14. 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 36. 1 12 . 5 0.0 1 .00 14.94 24.00 14.94 24.00 Controlling 36. 1 12 . 5 0.0 1 .00 14.94 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 3.28 3.28 Max + LL reaction 2. 50 2 .50 Max + total reaction 5. 78 5. 78 DEFLECTIONS: Dead load ( in) at 12. 50 ft = -0. 399 L/D = 752 Live load ( in) at 12. 50 ft = -0. 305 L/D = 985 Total load (in) at 12. 50 ft = -0. 704 L/D = 426 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: EAST LINTEL HMS, SHORT Beam Size -(User Selected) = W12X14 Fy = 36 . 0 ksi Total Beam Length (ft) = 16.00 Top Flange Braced By Decking FL rz- GON11NU"Y LOADS: Self Weight = 0. 014 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LLl LL2 0:00 16.00 0. 240 0.240 0.000 0.000 0.200 0.200 SHEAR: Max V (kips) = 3 . 63 fv (ksi ) = 1 . 53 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 14.5 8.0 0.0 1 .00 11 . 70 24 .00 11 . 70 24.00 Controlling 14.5 8.0 0.0 1 .00 11 .70 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 2.03 2 .03 Max + LL reaction 1 . 60 1 .60 Max + total reaction 3.63 3. 63 DEFLECTIONS: Dead load ( in) at 8.00 ft = -0. 146 L/D = 1316 Live load (in) at 8.00 ft = -0. 115 L/D = 1673 Total load (in) at 8.00 ft = -0.261 L/D = 737 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: REST-ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: LINE-13 @ NORTH Beam Size (Optimum) = W21X44 Fy = 36.0 ksi Total Beam Length (ft) = 48.00 Top Flange Braced By Decking LOADS: Self Weight = 0.044 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DU Pre DL2 LL1 LL2 0.00 48.00 0.200 0.200 0.000 0.000 0.240 0.240 SHEAR: Max V (kips) = 11 . 62 fv (ksi ) = 1 . 61 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp F1angE kip-ft ft ft fb Fb fb Fb Center Max + 139. 5 24. 0 0. 0 1 .00 20.51 24.00 20.51 24.0( Controlling 139.5 24.0 0.0 1 .00 20.51 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 5.86 5.86 Max + LL reaction 5. 76 5. 76 Max + total reaction 11 . 62 11.62 DEFLECTIONS: (Camber = 1) Dead load ( in) at 24. 00 ft = -1 . 193 L/D = 483 Live load (in) at 24.00 ft = -1. 173 L/D = 491 Total load (in) at 24. 00 ft = -2 .366 L/D = 243 � - � I - �!'�S -_ - - - - - - - - - . I k�k �.. - ( I• , �I , i 1 1 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: BM ABOVE MAIN ENTRY Beam Size (Optimum) = W21X44 Fy = 36.0 ksi Total Beam Length (ft) = 29.00 Top Flange Braced By Decking LOADS: Self Weight = 0.044 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 14.50 9.50 0.00 7.50 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 29.00 0. 150 0. 150 0.000 0.000 0.000 0.000 SHEAR: Max V (kips) = 11 . 32 fv (ksi ) = 1 .56 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 143. 7 14. 5 0.0 1 .00 21 . 13 24.00 21 . 13 24.00 Controlling 143.7 14. 5 0.0 1 .00 21 . 13 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 7.57 7.57 Max + LL reaction 3. 75 3.75 Max + total reaction 11 .32 11 .32 DEFLECTIONS: Dead load (in) at 14. 50 ft = -0.468 L/D = 744 Live load ( in) at 14.50 ft = -0.269 L/D = 1292 Total load ( in) at 14. 50 ft = -0. 737 L/D = 472 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: BM @ SIDES OF FOYER Beam Size (Optimum) = W21X50 Fy = 36.0 ksi Total Beam Length (ft) = 41 .00 Cantilever on left (ft) = 12 .00 Top Flange Braced By Decking LOADS: Self Weight = 0.050 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 0.00 0.91 0. 00 1 . 51 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 12.00 0.210 0.210 0.000 0.000 0. 180 0. 180 12 .00 41 . 00 0. 210 0.210 0.000 0.000 0. 180 0. 180 0.00 12 .00 0.240 0.240 0.000 0.000 0.400 0.400 12.00 41 . 00 0.820 0 . 820 0.000 0.000 0. 600 0.600 SHEAR: Max V (kips) = 30. 65 fv (ksi ) = 3.87 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp F1angE kip-ft ft ft fb Fb fb Fb Left Max - -106.8 12.0 12 .0 1 .00 13. 56 21 .60 13.56 17. 1` Center Max + 172.8 27.4 0.0 1 .00 21.94 24.00 21.94 24.00 Max - -106.8 12 .0 6.8 1 .75 13.56 24.00 13. 56 24.00 Controlling 172 .8 27.4 0.0 1 .00 21 .94 24.00 --- REACTIONS (kips) : Left Right DL reaction 24. 19 14.04 Max + LL reaction 21 .84 11 . 31 Max - LL reaction 0.00 -2.06 Max + total reaction 46. 03 25.35 DEFLECTIONS: Left cantilever: Dead load ( in) = 0.358 L/D = 805 Pos Live load (in) _ -0. 564 L/D = 510 Neg Live load (in) = 0.576 L/D = 500 Pos Total load (in) _ -0.207 L/D = 1394 Neg Total load (in) - 0.934 L/D = 308 Center span: Dead load ( in) at 26. 79 ft = -0.454 L/D = 767 Live load (in) at 26.79 ft = -0.435 L/D = 800 Total load ( in) at 26. 79 ft = -0.888 L/D = 392 : ► t f 1 Ali p' = �, - I I I i -*LC SL K RAMSBEAM V2. 0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: BM ADJ TO POOL SKYLIGHT Beam Size (Optimum) = W18X35 Fy = 36. 0 ksi Total Beam Length (ft) = 37. 00 Top Flange Braced By Decking LOADS: Self Weight = 0. 035 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 37.00 0.320 0. 320 0.000 0.000 0.280 0.280 SHEAR: Max V (kips) = 11 . 75 fv (ksi ) = 2 .21 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp F1ang( kip-ft ft ft fb Fb fb Fb Center Max + 108 . 7 18. 5 0.0 1 .00 22 .64 24 .00 22 . 64 24.0( Controlling 108. 7 18. 5 0.0 1 .00 22.64 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 6.57 6.57 Max + LL reaction 5. 18 5. 18 Max + total reaction 11 . 75 11 . 75 DEFLECTIONS: (Camber = 1 ) Dead load ( in) at 18. 50 ft = -1 . 012 L/D = 439 Live load (in) at 18.50 ft = -0. 798 L/D = 556 Total load (in) at 18 . 50 ft = -1 .811 L/D = 245 RAMSBEAM V2 .0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFCRMATION: BM @ SIDE POOL SKYLIGHT Beam Size (Optimum) = W16X26 Fy = 36. 0 ksi Total Beam Length (ft) = 23.00 Top Flange Braced By Decking LOADS: Self Weight = 0.026 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 5.00 6. 30 0.00 5.20 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 23.00 0.210 0.210 0.000 0.000 0. 180 0. 180 SHEAR: Max V (kips) = 13 . 79 fv (ksi ) = 3 . 51 Fv = 14. 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 63 . 8 5.5 0 .0 1 .00 19.93 24.00 19. 93 24.00 Controlling 63. 8 5.5 0.0 1 .00 19.93 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 7. 65 4.09 Max + LL reaction 6. 14 3.20 Max + total reaction 13. 79 7.29 DEFLECTIONS: Dead load (in) at 10. 69 ft = -0.365 L/D = 755 I mom ' I w rD. i (5, w i I - - -- -- 1 I it 1171 TL i saw- t CeTr I i I RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: BM NORTH OF POOL Beam Size (Optimum) = W18X40 Fy = 36.0 ksi Total Beam Length (ft) = 28.00 Top Flange Braced By Decking LOADS: Self Weight = 0. 040 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 28.00 0.630 0.630 0.000 0.000 0. 530 0.530 SHEAR: Max V (kips) = 16.80 fv (ksi ) = 2 .98 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flang kip-ft ft ft fb Fb fb Fb Center Max + 117.6 14.0 0.0 1 .00 20.63 24.00 20.63 24.0 Controlling 117.6 14.0 0.0 1 . 00 20. 63 24.00 --- -- REACTIONS (kips) : Left Right DL reaction 9.38 9.38 Max + LL reaction 7.42 7.42 Max + total reaction 16.80 16.80 DEFLECTIONS: (Camber = 1/2 ) Dead load ( in) at 14.00 ft = -0.522 L/D = 643 Live load (in) at 14.00 ft = -0.413 L/D = 814 Total load (in) at 14.00 ft - -0.935 L/D = 359 RAMSBEAM V2.0 - seam Design Licensed to: NALS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: BM @ REGISTR DESK Beam Size (Optimum) = W21X50 Fy = 36.0 ksi Total Beam Length (ft) = 31.00 Top Flange Braced By Decking LOADS: Self Weight = 0. 050 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 20.00 3.00 0.00 2 .50 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 31.00 0.510 0.510 0.000 0.000 0.430 0.430 0.00 20.00 0. 120 0. 120 0.000 0.000 0. 100 0. 100 SHEAR: Max V (kips) = 20. 31 fv (ksi) = 2. 57 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flang( kip-ft ft ft fb Fb fb Fb Center Max + 169 .9 16.8 0.0 1 .00 21 .58 24.00 21 .58 24.0( Controlling 169.9 16.8 0.0 1 .00 21 .58 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 11 .37 11 .39 Max + LL reaction 8.91 8.92 Max + total reaction 20.28 20.31 DEFLECTIONS: (Camber = 1/2) Dead load (in) at 15. 66 ft = -0.571 L/D = 652 Live load (in) at 15. 66 ft = -0.449 L/D = 828 Total load (in) at 15. 66 ft = -1 .020 L/D = 365 1 uuD - 17G ,Pilo N -5 o 1 i 025 = 2 K OE RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: LONG WEST BMS Beam Size (Optimum) = W16X26 Fy = 36.0 ksi Total Beam Length (ft) = 41 .00 Top Flange Braced By Decking LOADS: Self Weight = 0. 026 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 41 .00 0. 120 0. 120 0.000 0.000 0. 100 0. 100 SHEAR: Max V (kips) = 5.05 fv (ksi ) = 1.29 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp F1angE kip-ft ft ft fb Fb fb Fb Center Max + 51 . 7 20.5 0.0 1 .00 16. 16 24.00 16. 16 24.0( Controlling 51 . 7 20.5 0.0 1 .00 16. 16 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 3. 00 3.00 Max + LL reaction 2.05 2.05 Max + total reaction 5. 05 5.05 DEFLECTIONS: (Camber = 1 ) Dead load ( in) at 20.50 ft = -1 .064 L/D = 462 Live load (in) at 20.50 ft = -0.728 L/D = 675 Total load (in) at 20. 50 ft = -1 .793 L/D = 274 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: SHORT WEST BMS Beam Size (Optimum) = W12X14 Fy = 36.0 ksi Total Beam Length (ft) = 25.00 Top Flange Braced By Decking LOADS: Self Weight = 0.014 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 25.00 0. 120 0. 120 0.000 0.000 0. 100 0. 100 SHEAR: Max V (kips) = 2.93 fv (ksi ) = 1 .23 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 18. 3 12 . 5 0.0 1 .00 14.73 24.00 14.73 24.00 Controlling 18. 3 12 .5 0.0 1 .00 14. 73 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 1 . 68 1 .68 Max + LL reaction 1 .25 1 .25 Max + total reaction 2.93 2.93 DEFLECTIONS: Dead load ( in) at 12.50 ft = -0.459 L/D = 654 Live load (in) at 12.50 ft = -0.342 L/D = 877 Total load (in) at 12. 50 ft = -0.801 L/D = 375 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: REST-ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: LINE-D Beam Size (User Selected) 24X84 Fy = 36.0 ksi Total Beam Length (ft) = 39 Top Flange Braced By Decking LOADS: Self Weight = 0.084 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 34.00 1.000 1 .000 0.000 0.000 1.500 1.500 SHEAR: Max V (kips) = 43. 93 fv (ksi ) = 3.88 / Fv = 14.40 MOMENTS: 1/ Span Cond Moment @ Lb Cb Tension Flange Comp F1ang( kip-ft ft ft e/ fb Fb fb Fb Center Max + 373 .4 17.0 0.0 1 .00 22.86 24.00 22.86 24.0( Controlling 373.4 17.0 0.0 1.00 22.86 24.00 --- REACTIONS (kips) : Left ' Right DL reaction 18.43 18.43 Max + LL reaction 25. 50 25.50 Max + total reaction 43.93 43.93 DEFLECTIONS: Dead load ( in) at 17.00 ft = -0.474 L/D = 860 Live load ( in) at 17.00 ft = -0.656 L/D = 622 Total load ( in) at 17.00 ft = -1 . 130 L/D = 361 y RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: EXT LONG SPAN @ KIT Beam Size (Optimum) = W27X84 Fy = 36.0 ksi Total Beam Length (ft) = 34.00 Top Flange Braced By Decking LOADS: Self Weight = 0.084 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 34.00 1 .000 1 .000 0.000 0.000 1 . 500 1.500 SHEAR: Max V (kips) = 43.93 fv (ksi ) = 3.58 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 373.4 17. 0 0.0 1 .00 21 .04 24.00 21.04 24.00 Controlling 373.4 17.0 0.0 1 .00 21 .04 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 18.43 18.43 Max + LL reaction 25. 50 25.50 Max + total reaction 43.93 43.93 DEFLECTIONS: Dead load (in) at 17.00 ft = -0. 394 L/D = 1034 Live load (in) at 17.00 ft = -0.546 L/D = 748 Total load (in) at 17.00 ft = -0.940 L/D = 434 RAMSBEAM V2 .0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: EXT SHORT SPAN @ KIT Beam Size (Optimum) = W24X68 Fy = 36.0 ksi Total Beam Length (ft 0 Top Flange Braced By Decking LOADS: Self Weight = 0. 068 k/ft Line Loads (k/ft) : Distl Dist2 DU DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 29.00 1.000 1 .000 0.000 0.000 1 . 500 1.500 SHEAR: Max V (kips) = 37.24 fv (ksi ) = 3 . 78 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft ✓ fb Fb fb Fb Center Max + 270.0 14 . 5 0.0 1 .00 21 .04 24 .00 21 .04 24.00 Controlling 270.0 14.5 0.0 1 .00 21 .04 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 15.49 15.49 Max + LL reaction 21 . 75 21 .75 Max + total reaction 37.24 37.24 DEFLECTIONS: Dead load (in) at 14. 50 ft = -0. 320 L/D = 1086 Live load (in) at 14.50 ft = -0.450 L/D = 774 Total load (in) at 14.50 ft = -0. 770 L/D = 452 i - �l T t 5 AN L a a I 1 I � � iI � III � I Eli— � I ' j l II Illi � ll lil iili � 014AO 111 1 1 i i ( I i i i _ dam liil li II � I ! ! I � ilf ' � I I III li ' I ! I I • I III II i ail i3 j ► ( i ; I j I i ! I I I. � I � I - I � -WrT�x i t zx 4 i ! i I i I I � ► I � � _ I I } I i lI t � lllill � ii ,--- IIII RAMSBEAM V2 .0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: BM EAST OF LOUNGE Beam Size (Optimum) = W21X44 Fy = 36.0 ksi Total Beam Length (ft) = 41 .00 Top Flange Braced By Decking LOADS: Self Weight = 0.044 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 41 .00 0.300 0.300 0.000 0.000 0.250 0.250 SHEAR: Max V (kips) = 12. 18 fv (ksi ) = 1 .68 Fv = 14. 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp F1angE kip-ft ft ft fb Fb fb Fb Center Max + 124 .9 20.5 0.0 1 .00 18.36 24.00 18.36 24.0( Controlling 124.9 20.5 0.0 1 .00 18. 36 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 7.06 7.06 Max + LL reaction 5. 12 5. 12 Max + total reaction 12. 18 12. 18 DEFLECTIONS: (Camber = 3/4) Dead load (in) at 20. 50 ft = -0.895 L/D = 550 Live load ( in) at 20.50 ft = -0.650 L/D = 757 Total load (in) at 20. 50 ft = -1 .545 L/D = 318 RAMSBEAM V2. 0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: INT BM N OF LOBBY Beam Size (Optimum) = W24X62 Fy = 36.0 ksi Total Beam Length (ft) = 29.00 Top Flange Braced By Decking LOADS: Self Weight = 0.062 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 14. 50 5. 70 0.00 3.40 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 D12 Pre D11 Pre DL2 LL1 LL2 0.00 29 .00 0.750 0.750 0.000 0.000 1 .050 1.050 SHEAR: Max V (kips) = 31 . 55 fv (ksi ) = 3.09 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp FlangE kip-ft ft ft fb Fb fb Fb Center Max + 261 . 7 14. 5 0.0 1 .00 23.97 24.00 23.97 24.0( Controlling 261 . 7 14. 5 0.0 1 .00 23.97 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 14.62 14.62 Max + LL reaction 16.92 16.92 Max + total reaction 31 . 55 31 .55 DEFLECTIONS: Dead load ( in) at 14.50 ft = -0.399 L/D = 873 Live load (in) at 14.50 ft = -0.438 L/D = 794 Total load (in) at 14. 50 ft = -0.837 L/D = 416 _ li II lil I �' t� Ir 1 �• '� ,off �_► I i os 1 1 + 1 1 1 • I t c � i f j I l i i _ irk 12 ' 25 � ,�• I i I D; I - _ I I i ' 1 i � j � I � ♦� i I 1 I 'r l RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: SPP-REST-ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: ROOF-TYP RAFTERS Beam Size (User Selected) = W12X14 Fy = 36.0 ksi Total Beam Length (ft) = 15.00 Top Flange Braced By Decking LOADS: Self Weight = 0 .014 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DLl Pre DL2 LL1 LL2 0.00 15.00 0.340 0.340 0.000 0.000 0. 180 0. 180 SHEAR: Max V (kips) = 4.01 fv (ksi) = 1.68 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 15.0 7.5 0.0 1.00 12. 10 24.00 12.10 24.00 Controlling 15.0 7. 5 0.0 1.00 12. 10 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 2.66 2.66 Max + LL reaction 1.35 1 .35 Max + total reaction 4.01 4.01 DEFLECTIONS: Dead load (in) at 7.50 ft = -0. 157 L/D = 1146 Live load (in) at 7.50 ft = -0.080 L/D = 2256 Total load (in) at 7.50 ft = -0.237 L/D = 760 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: SPP-REST-ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: LINE J, btwn 10 & 11 Beam Size (Optimum) = W21R44 Fy = 36.0 ksi Total Beam Length (ft) = 30.00 Top Flange Braced By Decking LOADS: Self Weight = 0.044 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 15.00 7.50 0.00 5.50 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 30.00 0.290 0.290 0.000 0.000 0. 100 0.100 SHEAR: Max V (kips) = 13.01 fv (ksi ) = 1.80 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 146.4 15.0 0.0 1.00 21 .52 24.00 21.52 24.00 Controlling 146.4 15.0 0.0 1.00 21.52 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 8. 76 8.76 Max + LL reaction 4.25 4.25 Max + total reaction 13.01 13.01 DEFLECTIONS: (Camber = 1/2) Dead load (in) at 15.00 ft = -0.547 L/D = 658 Live load (in) at 15.00 ft = -0.293 L/D = 1228 Total load (in) at 15.00 ft = -0.841 L/D = 428 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: SPP-REST-ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: LINE M, btwn 10 & 11 Beam Size (Optimum) = W24X76 Fy = 36.0 ksi Total Beam Length (ft) = 30.00 Top Flange Braced By Decking LOADS: Self Weight = 0.076 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 15.00 22.70 0.00 13.00 Yes Yes Line Loads (k/ft) : Distl Dist2 DU DL2 Pre DU Pre DL2 LL1 LL2 0.00 30.00 0.290 0.290 0.000 0.000 0. 100 0. 100 SHEAR: Max V (kips) = 24.84 fv (ksi) = 2.36 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 320.2 15.0 0.0 1 .00 21 .83 24.00 21 .83 24.00 Controlling 320.2 15.0 0.0 1 .00 21.83 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 16.84 16.84 Max + LL reaction 8.00 8.00 Max + total reaction 24.84 24.84 DEFLECTIONS: Dead load (in) at 15.00 ft = -0.472 L/D = 763 Live load ( in) at 15.00 ft = -0.237 L/D = 1516 Total load (in) at 15.00 ft = -0.709 L/D = 508 _.gyp Pb Lo i Nwv - `1 Chi , D t 3s 7�(►�{ _ 15 L!WL114��Il b RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: EXT BM N OF LOBBY Beam Size (Optimum) = W24X68 Fy = 36.0 ksi Total Beam Length (ft) = 34 .00 Top Flange Braced By Decking LOADS: Self Weight = 0. 068 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 34.00 0. 750 0.750 0.000 0.000 1 .050 1.050 SHEAR: Max V (kips) = 31 . 76 fv (ksi ) = 3 .23 Fv = 14. 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp F1angE kip-ft ft ft fb Fb fb Fb Center Max + 270.0 17.0 0.0 1 .00 21 .04 24.00 21 .04 24.0( Controlling 270.0 17.0 0.0 1 .00 21 .04 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 13.91 13.91 Max + LL reaction 17. 85 17.85 Max + total reaction 31. 76 31 .76 DEFLECTIONS: Dead load (in) at 17.00 ft = -0.464 L/D = 880 Live load (in) at 17.00 ft = -0.595 L/D = 686 Total load (in) at 17.00 ft = -1 .059 L/D = 385 RAMSBEAM V2 .0 - Gravity Beam Design Licensed to: NALIS=AEC Job: REST-ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: LINE-10.5 @ ENTRY RIDGE Beam Size (Optimum) = W27X94 Fy = 36.0 ksi Total Beam Length (ft) = 56.00 Top Flange Braced By Decking LOADS: Self Weight = 0.094 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 56.00 0.630 0.630 0.000 0.000 0.380 0.380 SHEAR: Max V (kips) = 30.92 fv (ksi ) = 2.34 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp F1angc kip-ft ft ft fb Fb fb Fb Center Max + 432 .9 28.0 0.0 1 .00 21 .38 24.00 21 .38 24.0( Controlling 432.9 28.0 0.0 1 .00 21 .38 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 20.28 20.28 Max + LL reaction 10. 64 10. 64 Max + total reaction 30.92 30.92 DEFLECTIONS: (Camber = 1-1/2) OW Dead load ( in) at 28.00 ft = -1 .690 L/D = 398 Live load (in) at 28.00 ft = -0.887 L/D = 758 Total load (in) at 28. 00 ft = -2 . 577 L/D = 261 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: SPP-REST-ROOF-RIDGE Steel Code: AISC 9th Ed. 1O.13 SPAN INFORMATION: LINE , M-J-I Beam Size (Optimum) = W18X40 Fy = 36.0 ksi Total Beam Length (ft) = 37.00 Cantilever on left (ft) = 8.00 Top Flange Braced By Decking LOADS: Self Weight = 0.040 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 0.00 5.40 0. 00 3.20 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DLl Pre DL2 LL1 LL2 0.00 8.00 0.630 0. 630 0.000 0.000 0.380 0.380 8.00 37.00 0.630 0.630 0.000 0.000 0.380 0.380 SHEAR: Max V (kips) = 18. 76 fv (ksi ) = 3.33 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Left Max - -102.4 8.0 8.0 1 .00 17.97 21 .60 17.97 21 .60 Center Max + 80. 4 24. 6 0.0 1 .00 14. 11 24.00 14. 11 24.00 Max - -102.4 8.0 10.5 1 .75 17.96 21 . 60 17.96 21.60 Controlling -102.4 8.0 10.5 1 .75 17.97 21 .60 --- --- REACTIONS (kips) : Left Right DL reaction 22.71 7.49 Max + LL reaction 13.05 5.51 Max - LL reaction 0.00 -1 .30 Max + total reaction 35.76 13.00 DEFLECTIONS: Left cantilever: Dead load ( in) _ -0.079 L/D = 2417 Pos Live load (in) _ -0. 356 L/D = 539 Neg Live load (in) = 0.301 L/D = 638 Pos Total load (in) _ -0.436 L/D = 441 Neg Total load ( in) = 0.221 L/D = 867 Center span: Dead load ( in) at 23. 51 ft = -0.276 L/D = 1262 Live load (in) at 23.51 ft = -0. 339 L/D = 1027 Total load (in) at 23.51 ft = -0.615 L/D = 566 I ;L f 1t4:x ,a3o - WAf -1444 ev— -- -- - - - �5--i-.->GP i STANDARD LOAD TABLE/LONGSPAN STEEL JOISTS, LH-SERIES Based on a Maximum Allowable Tensile Stress of 30 ksi Joistpprox.Wt. Depth SAFE LOAD' inLbs.per in in Lbs. CLEAR SPAN IN FEET Designation Linear Ft. Inches Between 28-32 33 1 34 135 1 36 1 37 1 38 1 39 1 40 1 41 1 42 1 43 1 44 1 45 1 46 47 f 48 24LHO3 11 24 11500 342 339 336 323 307 293 279 267 255 244 234 224 215 207 199 191 235 226 218 204 18R 175 162 1`)2 141 132. 12.4 116 109 102 96 90 24LHO4 12 24 14100 419 398 379 360 343 327 312 298 285 273 262 251 241 231 222 214 288 265 +246 227 210 195 182 169 158 148 136 130 122 114 107 101 24LH05 13 24 15100 449 446 440 419 399 380 363 347 331 317 304 '291 280 269 258 248 308 297 285 264 244 226 210 196 187- 171 160 150 141 132 124 117 24LHO6 16 24 20300 604 579 555 530 504 480 457 437 417 399 381 364 348 334 320 307 411 382 356 331 306 284 263 245 228 211 197 184 177. 161 152 142 24LHO7 17 24 22300 665 638 613 588 565 541 516 491 468 446 426 407 389 373 357 343 • 452 421 393 367 3431 320 297 276 257 239 223 208 195 182 171 161 24LHOS 18 24 23800 707 677 649 622 597 572 545 520 497 475 455 435 417 400 384 369 480 447 416 388 362 338 314 292 272 254 238 222 208 196 184 173 24LHO9 21 24 28" 832 808 785 764 731 696 663 632 602 574 548 524 501 480 460 441 562 530 501 460 424 393 363 337 313 292 272 254 238 223 209 196 24LH10 23 24 29600 882 856 832 809 788 768 737 702 668 637 608 582 556 533 511 490 596 559 1 528 500 474 439 406 378 351 326 304 285 266 249 234 220 24LH11 25 24 31200 927 900 875 851 829 807 787 768 734 701 671 642 616 590 567 544 588 1 555 525 498 472,449 418 388 361 337 315 294 276 259 243 33-40 Or4 42 1 43 1 44 1 45 1 46 1 47 1 48 49 1 50 51 1 52 53 54 55 56 28LH05 13 28 14000 7T37 323 310 297 286 275 265 255 245 237 228 220 213 206 199 193 219 205 192 180 169 159 150 142 133 1,7.6 A 19 113 107 102 97 ...92 28LH06 16 28 18600 448 429 412 395 379 364 350 337 324 313 :�01 291 281 271 262 253 )270 253 238 223 209 197 186 175 166 156 149 1,10 133 126 120 28LH07 17 28 21000 505 484 464 445 427- 410 394 379 365 352 339 327 316 305 295' 285 305 285 267 251 236 222 209 197 T86 176 1,66 158 150 142 135 28LH08 18 28 22500 540 517 496 475 456 438 420 403 387 371 357 ,-344 331 319 308 297 348 325 305 285 268 252 236 222 209 196 185 175 165 156 148 .140 28LHO9 21 28 27700 667 639 612 586 563 540 519 499 481 463 446 430 415 401 387 374 428 400 375 351 329 309 291 274 258 243 228 216 204 193 183 173 28LH10 23 28 30300 729 704 679 651 625 600 576 554 533 513 495 477 460 444 429 415 466 439 414 388 364 342 322 303 285 269 255 241 228 215 204 193 28LH11 25 28 32500 780 762 736 711 682 655 629 605 582 561 540 521 502 485 468 453 i 498 475 448 423 397 373 351 331 312 294 27e 263 249 236 223 212 28LH12 27 28 35700 857 837 818 800 782 766 737 709 682 656 632 609 587 566 546 527 545 520 496 476 454 435 408 383 361 340 321 303 285 270 256 243 28LH13 30 28 37200 895 874 854 835 816 799 782 766 751 722 694 668 643 620 598 577 569 543 518 495 472 452 433 415 396 373 352 332 1 314 297 281 266 47-48 149 50 51 52 53 1 54 1 55 1 56 57 58 1 59 60 1 61 1 62 63 1 64 32LHO6 14 32 16700 16700 338 326 315 304 294 284 275 266 257 249 242 234 227 220 214 208 211 1T! 189 179 169 161 153 145 136 131 125 119 114 108 104 99 32LH07 16 32 18800 18800 379 366 353 341 329 318 308 298 288 279 271 262 254 247 240 233 23b 22J 211 200 189 179 170 182 1b4 146 140 133 127 121 116 111 32LH08 17 32 20400 20400 411 397 383 369 357 345 333 322 312 302 293 284 275 267 259 252 255 242 229 216 205 194 184 175 167 159 151 144 137 131 125 120 32LHO9 21 32 _5600 25600 516 498 480 463 447 432 418 404 391 379 367 356 345 335 325 315 319 302 285 270 256 243 230 219 208 198 189 160 172 164 157 149 32LH10 21 32 .8300 28300 571 550 531 512 495 478 462 445 430 416 402 389 376 364 353 342 352 332 315 297 282 267 254 240 228 217 206 196 186 178 169 162 32LH11 24 32 31000 31000 625 602 580 560 541 522 505 488 473 458 443 429 416 403 390 378 385 363 343 325 308 292 277 263 251 239 227 216 206 196 187 179 32LH12 27 32 36400 36400 734 712 688 664 641 619 598 578 559 541 524 508 492 477 463 449 450 428 406 384 364 345 327 311 295 281 267 255 243 232 221 211 32LH13 30 32 W600 40600 817 801 785 771 742 715 690 666 643 621 600 581 562 544 527 511 500 480 461 444 420 397 376 354 336 319 304 288 275 262 249 238 32LH14 33 32 1800 41800 843 826 810 795 780 766 738 713 688 665 643 622 602 583 564 547 515 495 476 458 440 417 395 374 355 337 321 304 290 276 264 251 32LH15 35 32 200 43200 870 853 837 821 805 791 776 763 750 725 701 678 656 635 616 597 532 1 511 492 473 1454 438 1422 1407 1393 374 1 355 1 338 1 322 1 306 292 1 279 12-46 1 47-56 57 1 58 59 1 60 1 61 1 62 1 63 1 64 1 65 1 66 1 67 1 68 1 69 I 70 71 1 72 36LH07 16 36 16800 168M 292 283 274 266 258 251 244 237 230 224 218 212 207 201 196 191 177 168 160 153 146 140 134 128 122 117 112 107 103 99 95 91 36LH08 18 36 8500 18500 321 311 302 293 284 276 268 260 253 246 239 233 227 221 215 209 194 185 176 168 160 153 146 140 134 128 123 118 113 109 104 100 36LHO9 21 36 .3700 23700 411 398 386 374 363 352 342 333 323 314 a06 297 289 282 275 267 247 235 224 214 204 195 186 179 171 163 157 150 144 138 133 127 36LH10 21 1 36 26100 26100 454 440 426 .413 401 ..389 378 367 357 347 338 328 320 311 303 295 273 260 248 236 225 215 206 197 188 180 173 165 159 152 146 140 36LH11 23 36 28500 28500 495 480 u65 451 438 425 412 401 389 378 368 358 348 339 330 322 297 283 269 257 246 234 224 214 205 196 188 180 173 166 159 153 36LH12 25 36 34100 34100 593 575 557 540 523 508 493 478 464 450 437 424 412 400 389 378 354 338 322 307 292 279 267 255 243 232 222 213 204 195 187 179 36LH13 30 36 t0100 40100 697 675 654 634 615 596 579 562 546 531 516 502 486 475 463 451 415 395 3761359 342 327 312 298 285 273 262 251 240 231 222 213 36LH14 36 36 4200 44200 768 755 729 706 683 661 641 621 602 584 567 551 535 520 505 492 456 434 412 392 373 356 339 323 309 295 283 270 259 247 237 228 36LH15 36 36 6600 46600 809 795 781 769 744 721 698 677 656 637 618 600 583 567 551 536 I 480 464 448 434 1413 394 375 358 342 327 1 312 1 299 1 286 274 263 252 55 K-SERIES ECONOMY TABLE Designationqoist 1301<7 221<10 i 281<8 128K9 24K10 301<8 130K9 122K11 ` 26K10 281<10 130K10 241<12 1301<11 I 26K12 28K12 30K12 Depth (In.) 30 22 28 1 28 24 30 1 30 1 22 1 28 1 28 30 24 30 1 26 28 30 pprox. WE 12.3 12.6 12.7 13.0 13.1 13.2 13.4 13.8 13.8 14.3 15.0 16.0 16.4 16.6 17.1 17.6 Span (ft.) 22 550 550 23 55 .5n 24 55 I u 25 I bbu 5.5 I 55u U 26 i I =0 55 155 55 4;,4 1 Ic!4 !! 27 bb 5 U I I 55 55 55U -1 74 1-.3 -?? 29 I 55U b5 55 55U 55 5 ~' S 5U 41:1 4'1 i-19 4�ii 413 °'O1 '. ,, 1`vi O1 543 29 5bu b bbU bb 55 53 I 55U 55u Dou 30 bU bbu b50 bbU bbOi 55u b5 55u b 5 5 155 bU 55 3 ti'1 I U11 ^.,ill 1`{ 500 M.i 5J4 55U 55 3U 5 550 55 bU 5 5U 5 550 5 55 5 31 i08 I :1�i`.! I -ItiO l n 11O '.?(1 i"'0 16c) 444 4HO „'r1 :ill :)(I d'14 48n 520 32 I 11 b1b b4U 5 y ZAV 14V 3 U 04V b4 b4v5 549 5 y !ri! i3' iH 11'? i93 ';nn )(1 ?" I i1 lii'! 1 O'1. "(1/1 -!'Al 49'i mn 33 41, tl 52 I 53 5 53 53 b 53 I b L 5532 14^n U7 1'i -1:0 A01 1 •4!A'I -40i t'14 •1(14 :1G 1 rr•. Ir,ri {O.1 43'i 4H8 34 443 �58 456 496 bU2 490 51 51 I S 13 5 15 b 1 O 5119— 1a t;n ?5a 9h 117 4''n -1_1 ?14 i •41n _1I +.•I:! •1 1 i%r1 410 141 btl J l b 50 y 1 ( 1 1 5 1 5 35 I / 1 Cr,, a i :15 I ,rI•, :.r) !1 '.I 11 ',I. 3H9 41", 36 Jy b 5 4b tl / 81 'i:'i 'L, :il)h ia? "'t1'1 13 :iti3 ?c;4 :i'+-i 366 ;'.)� sill, '1'r7 :i'14 .9fiR I ", 1 I 74 L37 J J JR� : 7 7 'n 1 .9 1 11 Iif) 1 lIri 344 974 38 Jb4 ° Jb 4 lIa b 3i }1 or , . 36 39 b J u J y) ? 'iTi ') ' I i1 :)77 ( l ,Oti ril 40 J19 JJU J2 8 a5 I Jb1 I 5 JJ J i 3 '4 1 'Oi, �, :ci !'1' i'1 %ice 1 I,'I 991 31' 41 ul 3 3 any I J5 J u [/ r L7 '1 I��•! I,i '`'•1 141 ':1rf ')`:n 1r?1 '''�.`) :'u:1 `full U '",li 277 'fnn I r1ri 219 •'1 J'Uu aI r IJb 1% 11 NO I I '41442 43 b 35 J JJ Ub Jj9 :361 394 4 407 407 / I• ,,., . 'fi '! ! '1 :'il '1'' �'=') ?%(1 bJ 5 1 298 291 J11 J J' J 8 39 44 I , I "� 1H1 I!--"I ILV POA 14(i �I;) I'i I I'I'f 94o 95)i 45 G 5 21bI i 5 J/ tl Jtly J 1 vu. I•LI I ,'n I 1 )t' •I � I III •! 1 lii Ju 46 I I Uli2 i 2bb i.2W I 32U380 Jtl ,J1 [-• L55 L,• , J L JJy ,1 OU 3-12 47 J:uI I ? 96 ;7 I 171 I I L / c L .ti I I 65 365 448 016 118 001 49 G I 5 I I Jy J5 3 !'I d1 I'll , ,i I7' '1 1? I"') 193 ;)07 SO L I CL G 5 5 J33 J Jb i I 1 I t. I 11•I I I rrl I',r) 185 1r)9 51 I b ' 235 I c b L J Jtl ' ' � ::, � II', � I"'i i,i.1 I � '•> !.il, � tl � I/'1 I'iO 1%5 19? 52 Ub 22 b J L5 J ' ', I I 111r1 I l i ri l i ?') 1 )2{ I I3 I:I? 165 184 $3 I ° L I L b J .r 1, irl! ! 1`r ?'�i !-:.1 Ir,Ci 177 54 I I ) I Ir I Ina f I 141 1/0 °8 18... I, I r lli, !11 I55 I I'irl 1n1 56 L bb 65 ,-+ I .b) ri7 I 'C) lUU ;r1� I 1JL 57 r l I b8 L I c b r?ri '1ii 58 Itil11O 1 L 59 b I 17 5 239 u(9 fill I I'!(I 60 I 5b Ibv I I J G 36 I<-SERIES ECONOMY TABLE Ns gnation 26K5 16K9 24K7 18K9 26K6 20K9 26K7 22K9 '28K6 24K8 18K10 28K7 24K9 26K8 20K10 26K9 eptn (in.) 26 16 24 18 26 20 26 22 28 24 18 28 1 24 26 20 26 Approx. Wt 9.8 10.0 10.1 10.2 10.6 10.8 10.9 11.3 1.1.4 11.5 11.7 11.8 12.0 12.1 12.2 12.2 (Ibs./ft.) Span (ft.) 16 550 550 17 bJ 18 OOu 550 OO 1100 550 550 OOU bb bb 19 455 523 523 2O 55U 5OU O JJ ObO 426 490 550 I 100 550 21 JOU OOU JJu 'IOUJJ 406 d60 520 460 520 22 b5o 5,50 bbU bbO OOU 550 395 118 4']0 .548 .136 ,190 23 OOU OOU OOu bbU J U J :)53 •118 468 518 118 d68 24 55U bbU b5o 550 550 ODU OOU OO 5 346 544 396 448 195 544 396 ate 448 25 O OOU OOU OJ OOU._. _. JJU I .550JV I OOl1 OU 311 520 3 4 77 ; .6 .1711 r"0 377 ,0 1 1 426 26 J L ti4 JJU bj8 OOU bbU bbU OOU SOU OOU '/ ObU 5 U 550 535i 276 499 354 t 1 d05 Sd I 4$4 .1r)9 3;�1 d;)0 54 I .105 541 27 J G 439 bbU 496 J / OOU O U OOU OOU OOU bbu 5bu 550 550 477 ^4fi �79 315 519 3811 ,�? 432 .1- 3.17 .170 ^7 '34g' 522 28 bb 408 021 4b:3 bUb bi/ OOu O V bbQ b48 5.50 I bbU O O O 177 i _0 13r `P2 1r,.I 153 50t .11 } ,,t1 6 ;tat 5,1 t:6 501 375 501 4,J4 3tl b ` 4i3 b OG OOJO 52932 384 199 254 117 317 1r;3 387 06 179 1198 n22 '1:36 179 359 479 30 ~ O U J L 44 0 ?:16 17f1 353 9 77 ?�6 .11" •;4n 410 �, ^/;rl IA(; 110 I 157 336 459 31 J/ 3JL L J/b 3 4 i O 4 b b b 5 bU 314 16I 3'20 07 ;1,1I 259 378 316 397 150 2'3 4an :?-1) Il:i 30.1 444 32 JJ / yJ L Jb J 4 bb tl 1 2135 147 290 1 -9 ;,nq 235 243 2A7 361 319 221 400 3a4 375 276 407 33 i 33 ' 332 b 3/ Ub 393 3 4 4 488 %'Srt ;F"i5 1 i I •t :i(yl Z!7 251 370 34 3J G 34,3 3 3 b d23 d22 did 459 ,17 I :42 li r,1 I[1.5 28S 39 100 7'- 1 A.1 333 i Q� ,1 729 338 35 ` ' 3J1 294 323 32 jbU j64 3 3b 39$ 90 433 '17 13 "+; ;n .n - ^,I� 1rr�, ?nS_ 'i, r, •0 310 36 I- 3 r / J J I 3 3 S b U b 3 36 409 I.')r) ;'03 1,12 '1 r; 164 "M ,'01 52 1`,a �E!0' 1 1 63 193 28.1 37 GbO ieub LtSy G 3LG 325 �1G 12 I 348 1 356 356 349 387 It13 IAi ;no r,' H5 ;" ^,,5 ',57 78 2'2 38 GJ GtS / L/ I 3Uti Gyb 1 U I 319 338 i37 3' 1 367 i 1 72 ?t ,n.t -in 21, �2 1 , +r.4 41 39 G3 b I 5 L 94 313 320 320 314 348 159 j �u 5 1nt1 l o I u� I n,i 51 223 40 L2bJ 1 / I 10 / 12 b b 297 i 304 I 304 I 298 331 tr 14A -,I • .il +n z r.1 j "'n3 :'5 'r)• 1,10 207 41 241 7 I I G J I I 1b" I ,6 I I bb I 283 290 I 289 i I 315 1921 42 I 200, 22912 4 249 25 2 1 b3 1269I 276 275 300 0 6.1 178 43 1,9b ! 1 I 113i-�38 2�0 230 42 263 I 263 286 cc 44 I 2U4 2,27 [ I 1 I 1 251 273 I, 'r'a '"i I',:' I :,I"t 155 45 ' v I 11, 234 240 1240 261 r I 1M . '•� I I i �.. •. 1 145 46 I 3 1 9250 47 I II/r a ) I GIGG � I Lu ' . I I 9 j .ri7 1.1 ..� ,-, 1..7 1 17 , 48 I / i /O I i yU� 18 1 i I tub 1�-L�U I I 119 49 IOU I I I I b l lbi 1 I i;; I I 11 ,; I 202 I I 220 50 4 I I I / /J -� I d i V_ I 211 51 I I 1 bl ( b I I 3 181 i 186 I I 203 52 i1 jlj 14b C' I I r/' I I 1 15 179 1 i 1953 53 15 I Ibd • 54 I I I I I I I 15 1 I t • • I 55 I I I I I I 1140 7n I i 5b 56 I I I I I I I I I 39 35 K-SERIES ECONOMY TABLE Joist 14K6 18K5 22K4 16K6 20K5 24K4 18K6 16K7 22K5 20K6 18K7 22K6 20K7 24K5 22K7 24K6 Designation epth n. 14 18 1 22 16 20 24 18 16 22 20 18 22 20 24 22 24 Approx. Wt. 7.7 7.7 8.0 8.1 8.2 8.4 8.5 8.6 1 8.8 8.9 9.0 9.2 9.3 9.3 9.7 9.7 (Ibs./ft.) pan (ft.) 14 550 550 15 5U7 16 50 50 550 _ 4U7 �5u :, O 550 550 17 443 626 526 0 I 550 550 550 550 550 18 408 ��0 4j0 1150 490 550 19 550 550 0 550 550 550 383 52J 455 523 455 523 20 525 550 550 550 550 550 550 550 550 3-i/ -i�)U- 411u ,,::u 490 426 :bo •19U :."u 4 550f :!4998 550 550 550 550 550 550 21 y0 ;i u I �2J 460 106 5'20 460 52U 432 518 50 550 550 550 550 550 550 550 550 550 22 25J 414 548 35 t 490 43b Jz:S 546 4`)U 438 546 4-Ju 548 5 473 51 455 529 516 507 550 550 550 550 550 550 23 226 ;:432 -191 307 451 393 339 518 468 418 518 46b 518 362 434 475 418 485 520 473 465 536 528 526 550 550 550 550 550 24 1:)`) 31b 431 269 396 516 345 296 483 430 382 465 448 1 544 495 544 25 4 446 479 435 428 493 486 485 537 541 540 550 550 I/; �81 Jdl _Jd J-u 456 ::Ub 2uj 427 3tsu 337 4u4 421 : 11 474 520 J 69 404 355 412 442 402 395 455 449 448 496 500 499 550 543 26 15G 2-IO 338 211 31u 405 271 933 379 33/ 299 411 1/3 453 454 493 27 285 342 374 329 382 410 1 372 366 422 416 415 463 462 512 503 1J9 2_J2 301 188 27;' 361 1 241 208 337 301 267 367 J3J 404 406 439 265 318 348 306 355 381 346 340 1 392 386 385 427 430 429 475 467 28 124 1U9 270 168 24b 323 216 186 1 302 2G9 239 328 298 362 364 393 296 4 285 330 354 322 317 365 360 359 398 401 400 443 435 29 iiy 242 151 223 290 lU•} 167 272 242 215 295 268 325 327 354 30 b :302 266 308 331 1 301 296 341 336 335 371 374 373 413 406 161 21u 13/ _101 262 1/5 I51 245 218 194 .0( 2411. 293 295 319 258 283 249 289 310 281 277 319 314 313 347 350 349 387 380 31 146 198 124 182 237•--•Ib8 137- 222 198 175 241 21y 266.. 26Y 289 242 265 233 271 290 264 259 299 295 294 326 328 327 363 357 32 I3-, 1bu 112 1G:; 215 144 124 201 1/9 159 219 11:1 241 242 262 33 1)28 49 254 27 3 248 281 277 276 306 309 308 341 335 1'I 1G1 150 196 131 183 163 145 19y 181 220 221 239 14 235 239 257 233 265 261 260 288 290 290 321 315 34 Diu 14`) IJ/ 1/9 IZU 16/ 1•lJ 132 182 lw 201 202 218 202- 221 26 242 220 249 246 245 272 274 273 303 297 35 1 .01, is7 164 110 1b3 137 121 167 151 184 185 200 191 209 213 229 208 236 232 232 257 259 258 286 281 36 i -j2 ,L,u 11:, 150 IUI 141 I" 111 1b3 1JJ IU9 169 183 I 1 0 1 223 220 243 245 244 271 266 37 1 O(, 133 130 1 1 1,11 128 155 7 56 169 38 187 191 205 211 208 230 232 231 256 252 107 I 98 128 119 IOU 130 118 143 144 156 39 I I is 1 1 198 218 220 219 243 239 je �-o 116 110 J;1 120 i09 132 133 144 169 172 185 190 188 207 209 206 231 227 40 91 6-1 109 102 91 Ill 10l 122 123 133 41 1 1 I 1 181 197 198 220 216 - 10 l b'1 l IJ"1 114 114 124 1 168 113 188 189 209 206 42 ' I '/9 1 94 88 Ji; 106 106 115• 43 I I 146 I 160 165 179 180 200 196 86 83 d:J 44 1 139 153 157 171 I 172 191 187 t;u 82 76 83 9? 92 100 l I 146 164 179 45 /U I. I 139 I I 157 171 46 i3U 87 I 133 150 47 164 i 48 128 144 157 U.� /U 34 K-SERIES ECONOMY TABLE Joist 10K1 12K1 8K1 14K1 16K2. 12K3 14K3 16K3 1'8K3 14K4 20K3 16K4 12K5 18K4 16K5 200Designation Depth (In.) 10 12 8 14 16 12 14 15 18 14 20 16 1 18 16 20 Approx. Wt. 5.0 5.0 5.1 5.2 5.5 5.7 6.0 6.3 6.6 6.7 6.7 7.0 7.1 7.2 7.5 7.6 (Ibs./ft.) Span (ft.) 1 8 550 550 550 9 550 10 550 550 !i5n 1 ,180 11 550 532 542 377 12 550 550 444 550 550 455 550 288 550 550 13 479 550 377 550 550 363 510 225 510 510 14 412 500 324 550 550 550 550 550 ?89 425 179 550 403 550 1 550 41;3 15 358 434 281 511 543 550 550 550 234 344 145 175 42A 507 507 434 16 313 380 246 448 550 476 550 550 550 550 550 550 ln2 2R2 I M 300 550 351 167 55n 4a7 5.(1 395 550 17 277 336 395 512 420 495 550 550 550 550 550 15n 234 .324 4F1A 291 404 526 1 4,13 526 366 526 18 246 299 352 456 374 441 508 550 530 550 307 550 550 134 107 272 409 2,15 339 456 550 397 41-10 '317. 550 490 19 221 268 315 408 335 395 455 514 475 547 454 550 550 11.11 167 ;'30 347 2n7 287 .38r 404 3:15 452 2 M 523 455 20 199 241 284 ::368 302 356 410 463 428 517 493 409 550 550 550 97 142 197 7 177 2.16 330 123 ZA7 517 3A6 230 4p0 426 550 21 218 257 333 273 322 371 420 388 468 447 370 506 503 550 1,^_3 170 255 153 �1?_ 285 354 248 453 333 1°3 126 373 520 22 199 234 303 249 293 337 382 353 426 406 337 460 458 514 1 nr 14 7 132 1 F14 247 316 1 215 .103 70 172 37n 323 461 23 111 214 277 227 268 308 349 322 389 371 308 420L41 469 128 19.1 116 160 216 276 188 344 52 150 3?3 402 24166 196 254 208 245 283 320 295 357 340 282 385 430 170 101 14 1 1 89 2,12 165 302 221 132 ^s:1353 25 180 234 226 260 294 272 329 313 ' 355 353 396 Inn iFn 124 IR7 21.1 1.15 26r tnS ^50 219 312 26 166 216 209 240 272 251 304 289 328 326 366 F?9 133 110. 148 ._ -..190 129 2, t 1;1 194 277 27 154 200 193 223 252 233 281 268 303 1302 339 nq 1? 1(i0 1 t 5 211 �.S 1'1,9 173 247 28 143 186 180 207 234 216 261 249 282 281 315 7n 1nr, AA 11s1 151 103 1.CQ tab 1," 155 2_21 29 173 193 218 243 232 263 261 293 106 1"I6 170 121 159 139 1 199 1161 180 203 227 216 245 244 274 30 15"1 131 1151 I 168 190 212 203 229 228 256 32 ( 142 158 11,78 199 1 190 215 1214 240 q 103 147 33 168 187 I 202 226 + 134 158 176 1190 212 34 011 •n,. 122 35 149 166 1719 200 1,. 112 36 141 157 I 169 11n389 37 I 148 179 95 38 141 I 170 87 133 161 39 .., R1 40 127 153 r.1 75 33 LR e. Lkj • 1 I I II -----I �S-C 'u 777 -- - s_17 r __----- - - -- - - --- - - --- - , __ lies j �� - - - - -- -- - -,ate 4 , r 3' ----------- ------- ----------- - - P E T E R DATE: 26-Mar GINTAUTAS PROD: SPP RESTAURANT BLDG N A L I S SUBJ: SCHEMATIC WALL LAYOUT A . E . C SHEAR DISTRIB WITH FLEXIBLE DIAPHRAGM ------------- -- --- - ------------------- InA 1 iJ S-roRy �Us EW---- C� ti3 S K �ncr,r _ � TYPE ao ----- ------ Li t� d h V Aj 5EISHIC ANALY5I5 BOTH DIR --------- ------------------------------------------------------- PETER GINTAUTAS PROJ:SPP, RESTAURANT DATE: 23-Nov-46 N A L I S SUBJ: BIR: BOTH CEY><NS)(BOTH) A . E . C SEISMIC ANALYSIS UBC --------- ------------------------------------------------------- MIN ACT LEVEL TYPE L Y AREA PSF PSF 453 = k. story weioht TYPE PSF DESCRIPTION ----- ----- --- --- ------------------------ ROOF 116 110 2260 !6 36.2 = EXT WALL WTI (asfl R 20 = ROOF IT (Psi) HT= 10 P 116 '110 6380 12 76.6 = PARI (psi fl areal W 16 = EXT WALL IT (o5fl BELOW R 116 110 12760 20 255.2 = ROOF IT (psi) P 12 = PART (psf fl areal W 44 60 1040 16 16.6 = EXT WALL IT (psf) F 60 = FLOOR IT (Psi) P 44 60 1320 12 15.8 = PART (osf fl area) TR 18 = TILE ROOF fpsf) R 44 60 2640 20 52.8 = ROOF IT (.psi) CF 16 = GYPCR FLOOR (psfl R 20 CW 100 = 8' CONC WALL fpsi) MIN ACT 0 80 = OTHER (psi) LEVEL TYPE L W AREA PSF PSF = k. story weight ----- ----- --- ------------------------ W 16 ENTER—, 64 = BUILDING WIDTH HT= P 12 BELnui 60 +----------+ CW 100 wt.= 453 ; ROOF F 60 +----------+ 60 " 60 shear=46.7 k. MIN ACT LEVEL TYPE L I AREA PSF PSF = k. story weioht 1111,',rllllill ----- ----- --- ------------------------- W 16 HT= P 12 BELOW F 60 Cu 100 F 60 60 r 60 MIN ACT LEVEL TYPE L W AREA PSF PSF = k. story weioht ----- ----- --- ------------------------- W 16 HT= P 12 BEL F 60 LW 100 R 20 r 64 is 7 ., -rJ I1n� ILr ZONE p/.11, =a c non-d Lc le i:• I =IMPOR TAN CE <:!-<l.nc:rr,i.±.e` 0.4 = talc ----- 11.7 = Ft tax 8 kw =D'UCTILITY< 8 = elf box less than 3-stories 0.0 = Ft used if T 1:.7 ----- ; 6 = other lioht wood frabine ? < 6 = iasonry shearwalls ? 0.344 = Claw talc 1.5 ;! S3 =SOIL PROFILE < l.5 = tediva stiff 4.0/5 = C/Rw tin 3.11 = C call 0.30 - :one value 2.75 = C lax 1.00 = ilDortance 3.00 = ductility =4.103 = 2IC= sFis+ic factor soil and fleexlbllily ZIC/Rw = 0 . 10 & Vmax = 46 .7 k trios ft-kias r n ri T rr r rr u� n n� n V?ER ENIER STORY scI�M:,r �. Tl!nhirlG LEVEL FLOOR STORY •UM OF SHEAR SHEAR MOMENT BELOW WEIGHT '4EIGI? iTORY ;ITS w/FI ^IAS?An DIAGRAM ----- ------- -------- -------- ----- ------------------------- -------------------------------- ----- ------- -------- -------- ----- ------------------------- -------------------------------- :!PPE" 45..A ---- -_-- 1.0 f+ 10 f}, 46.7 ++++++r,+++++++=+ a? +++++++++++++++++ 467 ++++++++++++++++++++++++:+ WIND ANALYSIS EAST-BEST DIR --------- ------------------------------------------------------------- P E T E R DATE: 18-Nov GINTAUTAS PROD: SPP, RESTAURANT N A L I S SUIJ:DIR: EW (EW>(NS> A . E . C WIND ANALYSIS UHC wind4 PROVIDE THE FOLLOWING: MACROS ----------------------------------------------------- -- -- ---- -- C (--EXPOSURE FACTOR 49>(C:%(D> 1P TO PRINT W/O ZEROS SHEAR STORY HT. 120 P.LDC LENGTH ----- 1), Build. forest >20ft, over 20 Area w/i lsi 6 PARAPET/R OF <.C)- Flat & Open, over 1/2ii• 31.6 10.5 ;;iiii:;i;i FIRST 1> flat, near open water 16.5 HEIGHT = MAX PUIL➢ING HEIGHT 90 ( MPH = DESIGN WIND SPEED 1 ((' ! = OTHER and 1.15 = ESSENTIAL ----- story SUM & aid STORY STORY .tor+ SMEAR SHEAR MOMENT WIND PRESSURE SUMMARY STORY NAME ht x wide hts KIPS KIPS SHEAR DIAGRAM K-FT MOMENT DIAGRAM ------------ ---- - - - - ---- -------------- Ce x Cs : As x I = PRESSURE PARAPET/ROOF 6 120 !6.5 HEIGHT "a Cp 9s I psf fl ----- ---- :x --- 10.5 31.6 31.6 ++++++++++ ----- ---- --- ---- --- ---- STORY-}FIRST 1'C.5 12'? 5.3 31.6 31.6 ++++++++++ 332 ++4 15 1.06 !.3 16.4 1.0 22.6 i= fl ----- ---- x --- 20 1.13 1.3 16.4 1.0 24.1 STORY-> 25 1.14 1.3 16.4 1.0 25.4 fl ----- ---- x --- 30 1.27_ 1.7 16.4 1.0 26.2 - 11� a0 .... 1. .6.4 1.0 ��.9 01.45 16 - .4 1.0 .�r 2^ 1.`! 1: !6.4 LO ?,2.6 100 1. ! 1. !6.4 1.0 '4.3 EX?OSURE. IT. SUST FACTOR Ce HEIGHT ;'E �e -a---------- ft IF D ----- ---- ----r 2 ---- 0 1� i.vb .'•a 00 7 � 3 ! A: t 1.1>. I. 30 Oat L23 L54 40 0.94 !A! 1 A2 60 0.45 113 133 90 1.04 1.53 1.01 !00 1.13 1.61 1.99 PRESSURE CCEFFiCIENT CG ------------------------------ heieht less than 40ft ! height greater than 40ft 1.4 WIND F'RESSUPE BASED ON MAU MUM WTVD :PEED ---ailesils = hash wind Gress 71 12.S Dsf 90 BA osf 90 "c^..a Dir a 25 lv0 id.6 Dsf 110 3I.0 asf 120 36.9 nsf 130 43.3 osf ------------------------------ WIND ANALYSIS NORTH-SOUTH DIR --------- ------------------------------------------------------------- P E T E R DATE: 28-Nov GINTAUTAS PROJ: SPP, RESTAURANT N A L I S SUBJ:DIR: NS tEV><NS> A . E . C MIND ANALYSIS UBC wind4 PROVIDE THE FCLLCBING: MACROS ------------------------------------------------------ -- -------------------- C ;--EXPOSURE FACTOR CB>CCXD> \P TO PRINT 9;0 IEROS SHEAR STORY HT. 188 = BLDG LENGTH ----- :B> Boiid. forest >20ft. over 20Z Area wh 1si 6 /llllll\\\11 PARAPET/ROOF �: ; Flat 4 hen. over 1/Lai. 33.4 10.5 FIRSI <D> fiat. near cpen water 16.5 HEIGHT = MAX BUILDING HETGHT 30 ,: ' MPH = DESIGN RIND SPEED ! <•;{C ! = OTHER and 1.15 = ESSENTIAL ----- etory SUM k Kid STORY STORY torn "REAR :.REAR MOMENT 1IND PRESSURE CMMARY STORY NAME ht r wide hts KIPS KIPS SHEAR DIAGRAM K-FT MOMENT DIAGRAM ---- - --- ---- ---- ---- ----- ---- ---- ------------- -- - - - -- - - Ce a Co R as x I = PRESSURE PARAPETiROOF a0 16.5 dEIS'dT Ce Cq i5 I psf '1 -- -- ---- r --- 10.5 33.? 33.9 ++++++++++ ----- ---- --- ---- --- ---- STOP.Y ;FIRST !0.5 188 5:.3 33.9 33.? ++++++++++ ++++++++1+ 15 1.06 1.7 16.4 1.0 22.6 != fl ----- ---- i --- ^0 1.13 1.3 16.4 1.0 24.1 STORY-> 25 1.19 1.3 16.4 1.0 25.4 fl ----- ---- r --- ,0 1.23 1.Z 16.4 1.0 26.2 40 ! 31 1.1 16.4 1.0 2?.? 60 1.43 1.'j 16.4 1.0 30.5 a0 1 57 1. 1'.4 1.'D 3L.6 100 :.61 1.3 l6.4 1.0 14.3 E;POS'1RF. 'a'. 2T3T P;CTOR Ce ----,H I. - -- t _ rz re ll A 4 62 ' fb 1.73 13. 2 1.`0 D0.16 '. i1.54 It' 0.94 '.31 '.S2 A 0.95 1i.yJ d 80 me, .`3 1.91 00 !.:3 :.6i ..33 PRESSURE COEF'TCIENT Ca ------------------ �r,ui t :ESc fhan 40f} 1.-- ?;oht greater �hm 40f{ 1.4 J`, MAXTM'!M `aND�SDE[D ----------------------------- ----- ------------------------ Esf ?D :a.a NO .�•. Ja.? psf HOTEL RESTAURANT OFFICE SMOKEY POINT PROPERTIES HOTEL AND OFFICE COMPLEX FWIDTH --------- ---------------------------------------------------------------- P E T E R DATE: 07/22 GINTAUTAS PROD: SPP-HOTEL N A L I S SUBJ: TYP CONC SHEARWALL-INBOARD WALLS A . E . C UNIFORM LOAD ON CONTINUOUS FOOTING --------- ---------------------------------------------------------------- 3.0 = P allow ksf 16 = cont.width min.in. 24 = square width min.in. ------------------------------------------------------------------------------ TYP COI-IC SHEARWAL_L-- IHB0ARD WALLS ------------------------------------------------------------------------------ Length 10.0 <--------------> FT psf WL WD 8.3 klf FLOOR ----- ---------------- ----- ----- ' ----- +--------+ V ROOF FLOOR: / width / = 8.0 @ LL = 25 psf = 200 ; +--------+ @ DL = 25 psf = 200 ; WALL: height = 8.0 @ DL = 100 psf = 800 +--+ +--+ +--------+ cont. ; 4TH FLOOR: / width / = 8.0 @ LL = 100 psf = 800 +--------+ +--------+ @ DL = 50 psf = 400 -> 2.8 <- ft WALL: height ; = 10.0 @ DL = 100 psf = 1000 33 = use width +--------+ 3.00 = p act ksf 3RD FLOOR: / width / = 8.0 @ LL = 60 psf = 480 33 = width reqd +--------+ @ DL = 50 psf = 400 16 = width min WALL: height = 10.0 @ DL = 100 psf = 1000 83.3 k 2ND FLOOR: / width / = 8.0 @ LL = 60 psf = 480 V +--------+ @ DL = 50 psf = 400 WALL: height = 12.0 @ DL = 100 psf = 1200 MAIN FLOOR: / width / = 2.0 @ LL = 60 psf = 120 ; square ; +--------+ @ DL = 50 psf = 100 +--------+ -> 5.3 <- f t WALL: @ DL = 15 psf = 5.3 = use width FOUNDATION = 3.0 @ DL = 100 psf = 300 5 = width reqd FOOTING = 1.5 @ DL = 150 psf = 450 2 = width min ----- ---------------- ----- ----- 320 = AREA LLred 2080 6250 Y = USE LLred? 14% red WL 1797 W = 2080 6250 or 8.3 klf .9� FWIDTH --------- ---------------------------------------------------------------- P E T E R DATE: 07/22 GINTAUTAS PROJ: SPP-HOTEL N A L I S SUBJ: TYP CONC SHEARWALL-OUTBOARD WALLS A . E . C UNIFORM LOAD ON CONTINUOUS FOOTING --------- ---------------------------------------------------------------- 3.0 = P allow ksf 16 = cont.width min.in. 24 = square width min.in. ------------------------------------------------------------------------------ TYP COI-IC SHEARWAL-L—OUTBOARD WALLS ------------------------------------------------------------------------------ Length 10.0 <--------------> FT psf WL WD 13.4 klf FLOOR ----- ---------------- ----- ----- ----- +--------+ U ROOF FLOOR: / width / = 20.0 @ LL = 25 psf = 500 ; +--------+ @ DL = 25 psf = 500 ' WALL: height = 8.0 @ DL = 100 psf = 800 +--+ +--+ +--------+ ; cont. ; 4TH FLOOR: / width / = 20.0 @ LL = 100 psf = 2000 +--------+ +--------+ @ DL = 50 psf = 1000 -> 4.5 <- ft WALL: ; height = 10.0 @ DL = 100 psf = 1000 53 = use width +--------+ 3.00 = p act ksf 3RD FLOOR: / width / - 20.0 @ LL = 60 psf = 1200 53 = width reqd +--------+ @ DL = 50 psf = 1000 16 = width min WALL: height = 10.0 @ DL = 100 psf = 1000 133.7 k 2ND FLOOR: / width / = 20.0 @ LL = 60 psf = 1200 V +--------+ @ DL = 50 psf = 1000 ; WALL: height = 12.0 @ DL = 100 psf = 1200 MAIN FLOOR: / width / = 2.0 @ LL = 60 psf = 120 square +--------+ @ DL = 50 psf = 100 +--------+ -> 6.7 <- f t WALL: @ DL = 15 psf = 6.7 = use width FOUNDATION = 3.0 @ DL = 100 psf = 300 7 = width reqd FOOTING = 1.5 @ DL = 150 psf = 450 2 = width min ----- ---------------- ----- ----- 800 = AREA LLred 5020 8350 Y = USE LLred? 40% red WL 3012 W = 5020 8350 or 13.4 klf --------- -------------------------------------------------------- P E T E R DATE: 03/06 GINTAUTAS PROD: SPP, HOTEL N A L I S SUBJ: B1.7 B7.3 31.7 J7.3 A . E . C COLUMN & STORY LOADING ---------- -------------------------------------------------------- tD ((-- (M'/sisc. 2 = ALLOY SOIL PRESSURE psf -------- 1.5 = CONT FTG MIN NI➢TH ft ((-- (P'/pirtitios 2 = SQUARE FTG MIN DIN ft. ------------- ((-- (F'/floor ' ------------- :(-- (Y?rill or STORY ; m colnsa Y PorPH ------ ---- ---- ----- ---- ---- ------- ----------------------------- PH AREA = 189 2Z=LLR DL LLred LOAD SURNARY STORY TYPE LIVE psf Y & L spin resirks 9.8 4.6 PD PL TL --- --- ---- ------ - -- ----- ----- ----- ROOF F L 25 9 L 21 floor... 4.7 9.8 4.6 14.4 F 32 9 L 21 floor... 6.0 M 15 12 1 21 rill.... 3.2 KLF ssif laidiao 0.5 0.2 0.7 rll r)L vTL ------------------ ------------------ A 21 /\ $pig _ TL= 14.4 k. CONT FTG = 1 .5 SA FTG = 2.7 ------ ---- ---- ----- ---- ---- ------- ----------------------------- PH AREA = 189 18Z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf Y & L spin resirks 20.4 6.2 PD PL TL -- --- ---- -- --- ----- ----- FOURTH F L 40 9 L 21 floor... 7.6 30.2 10.8 41.0 F 93 9 L 21 floor... 11.6 Y 15 9 5 21 rill.... 23 KLF unif loidiao 1.4 0.5 2.0 iLL VOL vIL ------------------ ------------------ ; spin = TL= 41 .0 k. CONT FTG = 1 . 5 S8 FTG = 4. 5 ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = 570 60Z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf 8 I L Spin resirks 50.9 12.0 PD PL TL - -- ---- ---- ----- ----- ==== ------- ---- ----- ----- ----- THIRD F L 40 15 L 30 floor... 18.0 81.1 22.8 103.9 F 93 15l 30 floor... 41.9 Y 15 A rill.... 0.0 KLF unit loidiR4 F L 100 4 L 30 floor... 12.0 2.7 0.8 3.5 F /5 4 L 30 floor... 7.0 ulL uDL vTL ------------------ ------------------ /\ 30 /1 spin = TL= 103.9 k. CONT FTG = 1 .7 SA FTG = 7.2 ------ ---- ---- ----- ---- ---- ------- ----------------------------- plf AREA = 570 60Z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf V & L spin resirks 50.9 N-0 PD PL TL -- -- ---- ---- ------- ----- ----- ----- SECOND F L 40 15 L 30 floor... 18.0 132.0 34.8 166.3 F 93 15 L D floor... 41.7 v 15 A rill.... 0.0 KLF unit loidiao F L 100 4 L 30 floor... 12.0 4.4 1.2 5.6 F 75 4 L 30 floor... 9.0 vLL rDL vIL ------------------ ------------------ 1% 30 /1 Spin = TL= 166.8 k. CONT FTG - 2.8 SO FTG = 9. 1 --------- -------------------------------------------------------- P E T E R DATE: 03/25 GINTAUTAS PROD: SPP, OFFICE N A L I S SUDJ: K14 K18 A . E . C COLUMN & STORY LOADING ------ ------------------------------------------------------ 11 -- M>sisc. 2 = ALLOY SOIL PRESSURE psf -------- 1.5 = CONT FTG MIN VIDTN ft :C-- !P>pirtition 2 = SQUARE FTS MIN DIM ft. --------------- (1>rall or STORY tC>colusn Y 1/ P or Pu ----- ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = 200 3Z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf 1 i L spin resarks 10.9 4.9 PD PL TL -- ---- ------- --- - ----= ----- ----- ROOF F L 25 8 L 15 floor... 5.0 10.9 4.9 15.8 r 32 8 L 25 floor... 6.4 Y 15 12 h 25 will.... 4.5 KLF unit loadio4 0.4 0.2 0.6 rLL rOl vTL ------------------ /', 25 /1 spas = TL= 15.8 k. CONT FTG = 1 . 5 SA FTG = 2.8 ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = 200 20Z=LLR Dl LLred LOAD SUMMARY STORY TYPE LIVE psf 1 1 L spis resirks 22.0 8.0 PD PL TL --- ---- ---- ------- ----- -- -- ===-- ----- ----- FOURTH F L 50 8 L 25 floor... 10.0 J23 12.7 45.7 F 93 8 L 25 floor... 18.6 1 15 9 h 25 rill.... 3.4 KLF unit loidia4 1.3 0.5 1.8 rLL vDL wTL ------------------ ------------------ /1 span = TL= 45.7 k. CONT FTG = 1 . 5 SA FTG = 4.8 ------ ---- ---- ----- ---- ---- ------ ----------------------------- plt 'REA = 200 3oZ=LLR DL LLred LOAD SUMMARY STORY TYPE LI7E psf 1 & L span resirks 22.0 6.4 PD PL TL -- -- ---- ---- ----- ----- ---- ------- ----- -- ----- ----- ----- THIRD F L 50 8 L 25 floor... 10.0 54.9 17.3 74.1 F 93 8 L 25 floor... 18.6 1 15 9 h 25 rill.... 3.4 KLF unit loidin4 1.1 0.8 3.0 rLL rDL vTL ------------------ ------------------ 25 /1 span = TL= 74 . 1 k. CONT FTG = 1 . 5 SO FTG = 6. 1 ------ ---- ---- ----- ---- ---- ------- ----------------------------- plf AREA = 200 51Z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf 1 6 L span resirks 22.0 4.8 PD PL TL ------ ---- ---- ----- ---- ---- ------- ----- --- - ----- ----- ----- SECOND F L 50 3 L 25 floor... 10.0 76.3 24.1 100.9 F 93 8l 25 floor... 13.6 1 15 9 h 25 rail.... 3.4 KLF unit loidloq 3A 1.0 4.0 0LL rDL vTL ------------------ ------------------ ", 25 /1 span = TL= 100.9 k. CONT FTG = 2.0 SO FTG = 7. 1 ------ ---- ---- ----- ---- ---- ------- ----------------------------- --------- -------------------------------------------------------- P E T E R DATE: 03/25 GINTAUTAS PROD: SPP, HOTEL N A L I S SUBJ: B3 B4 B5 J3 J4 J5 A . E . C COLUMN & STORY LOADING ---------- -------------------------------------------------------- 11 ((-- (M)iiSL. 2 = ALLOY SOIL PRESSURE psf -------- 1.5 = CONT FTG MIN WIDTH ft ((-- CP>partitioa 2 = SQUARE FTG MIN DIM ft. " ------------- (C-- CF'/floor ' ------------- CC-- (Y/wall or STORY CC3Coluia Y 1% P or Pu Of AREA = 480 202=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psi W i L spin reeirks 20.8 9.6 PD PL TL - ---- ---- ----- ---- ---- ------- ----- ---- ----- ----- ----- ROOF F L 25 16 L 30 floor... 12.0 20.8 9.6 30.4 F 32 16 L 30 floor... 15.4 W 15 12 6 3O will.... 5.4 ILF uaif loading 0.7 0.3 1.0 wLL wDL wTl ------------------ ------------------ /\ 30 !\ span = TL= 30.4 k. CONT FTG = 1 . 5 S9 FTG = 3.9 ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = 480 60i=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psi V I L spin rezarks 48.7 7.7 PI PL IL ----- ---- ---- ------- ----- ----- ----- ----- =---- FOURTH F L 40 16 L 30 floor... 19.2 69.5 17.3 36.8 F 93 16 L 30 floor... 44.6 W 15 9 M 30 wall.... 4.1 ILF uaif loidin4 2.3 0.6 2.9 wLL wDL wTL ------------------ ------------------ 11% 30 /\ spin = TL= 86.8 k. CONT FTG = 1 . 5 S8 FTG = 6.6 ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = 400 6Di=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psi W 1 L spin rezirks 48.7 7.7 PD PL Tl -- ----- ----- ---- ------- ---- ----- ----- ----- THIRD F L 40 16 L 30 floor... 0.2 119.1 25.0 143.1 F 93 16 L 30 floor... 44.6 Y 15 9 e 30 will.... 4.1 ILF uaif loadie4 9 3.9 0.8 4.8 wLL wDL wTL ------------------ ------------------ /', 30 /\ spin = TL= 143. 1 k. CONT FTG = 2.4 SA FTG = 8. 5 ------ ---- ---- ----- ---- ---- ------- ----------------------------- plf "REA = 480 60i=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psi V 8 L spin resarks 50.0 7.7 PD PL I ------ ---- ---- ----- ---- ---- ------- ----- - ----- ===== ----- SECOND F L 40 16 L 30 floor... 19.2 168.2 r4.7 200.8 F 93 16 L 30 floor... 44.6 W 15 12 h 30 will.... 5.4 ILF unif loading 5.6 1.1 6.7 wLL wDL wTL ------------------ ------------------ 1\ 30 /1 spin = TL= 200.8 k. CONT FTG = 3.3 S8 FTG = 10.0 ------ ---- ---- ----- ---- ---- ------- ----------------------------- --------- ------------------------------------------------------- P E T E R DATE: 03/25 GINTAUTAS PROD: SPP. HOTEL N A L I S SUBJ: J2 B2 J7 B7 A . E . C COLUMN & STORY LOADING --------- ------------------------------------------------------- 11 CC-- CM>/lsc. 2 = ALLOY SOIL PRESSURE psf -------- 1.1 = CONT FT6 MIN WIDTH ft C<-- (P>partition 2 = SQUARE FTG MIN DIM ft. " - ------ (C-- (F)floor ' ------------- C<-- (Y)call or STORY (C>colrea V 'v P or Pe ------ ---- ---- ----- ---- ---- ------- ----------------------------- plf AREA = 340 11%41.1 )L LLred LOAD SUMMARY STORY TYPE LIVE psf V l L spae remarks 15.3 7.5 P) PL TL ------ ---- ---- ----- ---- ---- ------- ----- ----- ----- ----- ----- ROOF F L 25 17 L 20 floor... 3.5 15.3 7.5 22.8 F 32 17 L 20 floor... 10.9 Y 15 12 h 17 gall.... 3.1 KLF ueif loadinq C 25 ? h 6 column.. 1.4 0.8 0.4 1.1 dlL v1L vTL ------------------ /l 20 /1 soil = TL= 22.8 k. CONT FTG = 1 .5 SA FTG = 3.4 ------ ---- ---- ----- ---- ---- ------- ----------------------------- olf AREA = 340 42%=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf V 1 L span remarks 36.0 7.8 P) PL TL ------ ---- ---- ----- ---- ---- ------- ----- ----- ---=- _____ FOURTH F L 40 17 L 20 floor... 13.6 51.3 15.4 66.7 F 93 17 L 20 floor... 31.6 W 15 12 h it rill.... 3.1 KLF unif loading C 25 9 h 6 coluon.. 1.4 2.6 0.8 3.3 AL dt. vTL ------------------ ------------------ /1 20 A span = TL= 66.7 k. CONT FTG = 1 .7 SO FTG ------ ---- ---- ----- ---- ---- ------- ----------------------------- olf AREA = 340 60i=LLR DL LLred LOA) SUMMARY STORY TYPE LIVE psf V i L span remarks 36.0 5.4 PD PL TL ----- ----- ----- THIRD F L 40 17 L 20 floor... 17.6 87.4 20.8 108.2 F 93 17 L 20 floor... 31.6 Y 15 12 h 17 rill.... 3.1 KLF rnif loadinq C 25 9 h 6 collie.. 1.4 4.4 1.0 5.4 rll d1L vTL ------------------ ------------------ l1 20 /1 span = TL= 108.2 k. CONT FTG = 2.7 S8 FTG = 7.4 ------ ---- ---- ----- ---- ---- ------- ----------------------------- plf AREA = 340 60Z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf Y i L spaa remarks 36.0 5.4 P1 PL TL ------ ---- ---- ----- ---- ==== ------- ----- ----- ----- ----- =---- SECOND F L 40 17 L 20 floor... 13.6 123.4 26.2 147.6 F 93 17 L 20 floor... 31.6 Y 15 12 h 17 dall.... ..1 KLF unif loadinq C 25 ? h 6 coludn.. 1.4 6.2 1.3 7.5 rlL r8L vTL ------------------ ------------------ /1 20 /\ span = TL= 149.6 k. CONT FTG = 3.7 SA FTG = 8.6 ------ ---- ---- ----- ---- ---- ------- ----------------------------- ------- - ------------------------------------------------------ P E T E R DATE: 03/25 GINTAUTAS PROD: SPP, HOTEL N A L I S SUBJ: J1 J8 B1 B8 A . E . C COLUMN & STORY LOADING --------- ------------------------------------------------------- I! -- M;�isc. 2 = ALLOY SOIL PRESSURE psf -------- 1.5 = COAT FTG MIN YIDTH ft <:P;partition 2 = SQUARE FIB MIN DIM ft. " ------------- -- :F%floor ' ------------- -- CYdall or STORY ; Ccolujn F or F'u ------ ---- ---- ----- ---- ---- ------- ----------------------------- plf AREA = 266 7Z=LLR DL Llred LOAD SUMMARY STNI TYPE LIVE psf Y 1 L span renarks 16.0 6.2 PD PL TL --- --- ---- ------- ----- ----- ----- ----= R00F F L 25 14 L 19 floor... 6.7 16.0 6.2 22.2 F 32 14 L 19 floor... 8.5 Y 15 12 h 34 wall.... 6.1 KLF unif loadinc C 25 9 h 6 colunn.. 1.4 0.8 0.3 1.2 wLL wDL r1L ------------------ ------------------ /\ 19 /\ spin = TL= 22.2 k. CONT FTG = 1 . 5 S9 FTG = 3.3 ------ ---- ---- ----- ---- ---- ------- ------------------------------ Of AREA = 266 31Z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf Y E L span renarks 30.7 7.4 PD PL TL ---- ----- ---- ---- ------- ----- - --- ----- ----- ----- FOURTH F 40 14 L 19 floor... 10.6 46.7 13.6 60.2 F 93 14 L 19 floor... 24.7 Y 15 9 h 7.4 wall.... 4.6 KLF unif loading C 25 9 b 6 coluan.. 1.4 2.5 0.7 3.2 wLL wDL vTL ------------------ ------------------ 5pin = TL= 60.2 k. CONT FTG = 1 .6 SA FTG = 5. 5 ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = 266 52Z=LLR DL Llred LOAD SUMMART STORM TYPE LIVE psf V 8 L span reurks 30.7 5.1 PD PL TL --- ---- ----- ----- ---- ------- ---- ----- ----- ----- THIRD F L 40 14 L 19 floor... 10.6 11.3 18.7 96.0 F 93 14 L 19 floor... N.7 Y 15 9 h 34 will.... 4.6 KLF unif loadinq C 25 9 1 6 coluin.. 1.4 4.1 1.0 5.1 rLL wDL vTL ------------------ ------------------ i1 span = TL= 96.0 k. CONT FTG = 2. 5 S6 FTG = 6.9 ------ ---- ---- ----- ---- ---- ------- ----------------------------- plf AREA = 266 64Z=LLR OL Llred LOAD SUMMARY 'STORY TYPE 'NE psf Y 6 L spin renarks 32.2 4.3 PD PL TL - -- ---- ---- ----- ---- ---- ------- -- - ----- ----- ----- SECO'IIi F - 40 14 L 19 floor... 10.6 109.5 23.0 132.5 F 93 14 L 19 floor... A.7 Y 15 12 h 34 #all.... 6.1 KLF unif loadinq C 25 9 h 6 colufn.. 1.4 5.8 1.2 7.0 wLL wDL vTL ------------------ ------------------ /1 19 11 span = TL= 132. 5 k. CONT FTG = 3. 5 SA FTG = 8. 1 ------ ---- ---- ----- ---- --- ------- ----------------------------- --------- -------------------------------------------------------- P E T E R DATE: 03/25 GINTAUTAS PROD: SPP. HOTEL N A L I S SUBJ: B2 B7 J2 J7 A . E . C COLUMN & STORY LOADING ---------- -------------------------------------------------------- 11 ((-- CM:eisc. h = ALLOY SOIL PRESSURE psf -------- 1.5 = CONT FIG MIN WIDTH ft {(-- (P)partitioa 2 = SQUARE FTG MIN DIN ft. ----- CG-- (Fifloor ------------- ({-- (Ywall or STORY ; (G)-columm d J P or Pu ------ ---- ---- ----- ---- ---- ------- ----------------------------- olf AREA = 304 9Z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE DO V b L span remarks 113.1 6.7 PD PL TL -- ---- ------- ----- - ----- ----- ----- i:00F F L 25 16 l 19 floor... 7.6 13.1 6.9 20.0 F 32 16 L 19 floor... 9.7 Y 15 12 Q 19 wall.... 3.4 KLF unif loading 0.7 0.4 1.1 rLL rDL vIL ------------------ ------------------ !1 span = TL= 20.0 k. CONT FTG - 1 . 5 SO FTG = 3.2 - ---- --- ----- ---- ---- ------- ----------------------------- Of AREA = 304 37Z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE Dsf Y 6 L span remarks 30.3 7.7 PD PL TL ------ ---- ---I ----- ---- ==== ------- ----- ----- ===== ===== ====_ F3URTH F L 40 16 l 19 floor... 12.2 44.6 14.6 58.6 F 93 16 L 19 floor... 23.3 Y 15 ? h 19 wall.... 2.6 KLF unif loading 2.3 0.3 3.1 wLL wDL wTL ------------------ ------------------ !1 19 !1 span = TL= 58.6 k. CONT FTG = 1 . 5 SO FTG = 5.4 ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = 570 60Z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE DO V i t spay remarks 50.1 12.0 PD PL TL ---- - ----- ----- ---- ------- ----- - ----- ----- ----- THIRD F L 40 15 L 30 floor... 18.0 94.9 26.6 121.5 F 93 15 L 30 floor... 41.9 Y 15 k wall.... 0.0 KLF unif loading F L 100 4 L 30 floor... 12.0 3.2 0.9 4.0 F 15 ; l 30 floor... ?.0 rLL wDL vTL ------------------ ------------------ 30 A Span = TL= 121 . 5 k. CONT FTG - 2.0 SO FTG = 7.8 ------ ---- ---- ----- ---- ---- ------- ----------------------------- plf AREA = 570 60Z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE Dsf Y 8 L span remam 'A.? 12.0 PD PL TL ----- ----- ----- SEG30 F L 40 15 L 30 floor... 13.0 145.7 38A 184.3 F 13 15 L JO floor... 41.? Y 15 5 rail.... 0.0 KLF unif loading F L 100 4 L 30 floor... 12.0 4.7 1.3 6.1 F 15 4 L 30 floor... 9.0 wLL rDL wTL ------------------ ------------------ il TL= ^1S4. J 1:. --- ------- ------------- ------------- A-Ai�P= &I ' FTI? I ---------------------------------------------------------- P E T E R DATE: 03/2.5 GINTAUTAS PROD: SPP, HOTEL N A L I S SU$J: F.2-3. F.2-4, F.2-5, F.7-3, F.7-4. F.7-5 A . E . C COLUMN & STORY LOADING -------------------------------------------------------- 11 «-- <M)Aisc. 4LLO11 SOIL PRESSURE psi 1.5, = CONT FTG MIN YIDTH ft «-- <P)partition = SQUARE FTG MIN DIM ft. ------------- «-- <F>floor ------------- :<-- X-fall or STORY «icaluan 1/ P or Pu ----- ---- ---- ----- ---- ---- ------- ----------------------------- O f AREA = 570 25Z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE p s f V i L span reearks 13.3 10.7 PD PL TL 'FOOF F L 25 19 L 30 floor... A.3 13.3 10.1 23.? F 32 1? L 30 floor... 3.2 Y 15 h fall.... 0.0 1LF unif loading 0.6 OA 1.0 flL VOL v1L ------------------ ------------------ ; 30 /1 span = TL= 28.9 k. CONT FTG = 1 . 5 SO FTG = 3.8 plf AREA = 570 60Z=LLR DL LLred LOAD SUMMARY ;STORY TYPE LIVE psi V 1 L span renarks SO.? 12.0 PD PL TL --- - ---- ---- - ----- ----- ----- OURTH F L 40 15 L 30 floor... 18.0 69.1 22.1 11.8 F ?3 15 L 30 floor... 41.9 Y 15 h wall.... 0.0 1LF unif loading F L 100 4 L 30 floor... 12.4 2.3 0.8 3.1 F 15 4 L 30 floor... 1.0 fll fDL fTL ------------------ ------------------ A 30 ;1 span = TL= 91 .8 k. CONT FTG = 1 . 5 SA FTG = 6.8 ------ ---- ---- ----- ---- ---- ------- ----------------------------- plf AREA = 570 64Z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psi 1 6 L span marks 50.7 12.0 PD PL TL 13IRD F L 40 15 L 30 floor... 13.0 120.0 34.1 154.6 F ?3 15 L 30 floor... 41.? Y 15 h fall.... 0.0 1LF unif loadino F L 100 4 L 30 floor... 12.0 4.0 1.2 5.2 F 15 4 L 30 floor... 9.0 fLL fDL wIL ------------------ ------------------ rl 30 it span = TL= 154 .6 k. CONT FTG = 2.6 SA FTG = 8.8 ------ ---- ---- ----- ---- ---- ------- ----------------------------- plf AREA = 510 JZ=LLR DL LLred LOAD SUMMARY ''STORY TYPE LIVE psi V 5 L span marks 50.i 12.0 PD PL TL HCOND F L 40 15 L 30 floor... 13.0 170.9 46.7 211.5 F 73 15 L 30 floor... 11.9 Y 15 h wall.... 0.0 1LF unit loading F L 140 4 L 30 floor... 12.0 5.1 1.6 7.3 F 15 4 L 30 floor... ?.0 oLL fDL v1L ------------------ ------------------ A 30 i1 span = TL= 2i7. 5 k. -68fi f F:FG -3 . 6 G8 l-Tg - ^ 4 �=-T22j --- - -f- t � ---------_......�.. _ - --�-•-- ----Y-�- -ram----- - --- 1 - ' - is Lt-s I 1 D ' C, . -- I I 1111 ' g I i ! f��, r ' � x . '� ;+ ► �'� d � � I�nz J_ Cod � j f ! I I ► ► I i I i � ilii I ilil iif illl { ii � L i I ! I -- ! I I Ii t � - -- _►_ l l I I � 1 L I I I i i . tiIllliil it i ! ---GIN- �- --�-----�°��---Z� --�-o--�G�--IN��_--------------- i I F t t t t • ill 13 � 1 ► ili 00, ohs a tilt a,r5o ' 3K ! ,rb , RAMSBEAM V2 . 0 Gravity Beam Design Licensed to: NALIS=AEC Job: SPP-HOTEL Steel Code: AISC 9th Ed. SPAN INFORMATION: INSIDE CORE BEAM Beam Size (User Selected) = W12X14 Fy = 36.0 ksi Total Beam Length (ft) = 12. 00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness (in) 5.00 5. 00 Unit weight concrete (pcf) 110.00 110.00 V c (ksi ) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VERCO W3 Formlok VERCO W3 Formlok Distance to Adjacent (ft) Beam: 8.00 Beam: 8.00 beff (in) = 36.00 Y bar(in) = 14.62 Seff ( in**3) = 26. 75 Str (in**3) = 37. 63 Ieff (in**4) = 318.08 Itr (in**4) = 528. 66 Stud length ( in) = 4. 50 Stud diameter (in) = 0. 75 Stud Capacity (kips) q = 8. 1 # of studs: Max = 12 Partial = 5 Actual = 5 Number of Stud Rows = 1, Percent of Full Composite Action = 27. 19 LOADS: Self Weight = 0.014 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre D11 Pre DL2 LL1 LL2 0.00 12.00 0.870 0.870 0.480 0.480 0.400 0. 400 SHEAR: Max V (kips) = 7. 70 fv (ksi ) = 3.23 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Pre DL 8 .9 6.0 --- --- 7. 16 24. 00 7. 16 24.00 Max + 23. 1 6.0 --- --- Mmax/Seff 10.37 24. 00 --- --- - Mprecmp/Sx+Mpost/Seff 13.54 , 32.40 --- --- Controlling 23 . 1 6.0 --- --- 10.37 24 .00 --- --- fc (ksi ) = 0. 14 Fc = 1 . 35 REACTIONS (kips) : Left Right Initial reaction 2.96 2 .96 DL reaction 5.30 5.30 Max + LL reaction 2.40 2.40 Max + total reaction 7. 70 7. 70 DEFLECTIONS: Initial load (in) at 6.00 ft = -0.090 L/D = 1605 Live load (in) at 6.00 ft = -0.020 L/D = 7118 Post Comp load (in) at 6. 00 ft = -0.040 L/D = 3604 Total load (in) at 6.00 ft = -0. 130 L/D = 1110 10 � III ! i ! ljiiI f I � � klllillI it 1. � + I ! T f � I li 11 Ili , I I Ps 1 I � li � i � llllillil111 � 1 ' ! ! il .r 1 I11111111 � liil � 1 i I 1 i F RAMSBEAM V2 .0 - Gravity Beam Design Licensed to: NALIS=AEC Job: SPP-HOTEL Steel Code: AISC 9th Ed. SPAN INFORMATION: OUTSIDE CORE GIRD Beam Size (User Selected) = W16X26 Fy = 36.0 ksi Total Beam Length (ft) = 12.00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness (in) 5.00 5.00 Unit weight concrete (pcf) 110 . 00 110.00 V c (ksi ) 3.00 3.00 Decking Orientation parallel perpendicular Decking type VERCO W3 Formlok VERCO W3 Formlok Distance to Adjacent (ft) Beam: 32.00 Beam: 8.00 beff (in) = 36.00 Y bar(in) = 16.31 Seff (in**3) = 58.21 Str (in**3) = 76.02 Ieff (in**4) = 768. 33 Itr (in**4) = 1188.48 Stud length (in) = 4. 50 Stud diameter (in) = 0. 75 Stud Capacity (kips) q = 9. 6 # of studs per stud segment: Full = 15, 15 Partial = 4, 4 Actual = 4, 4 Number of Stud Rows = 1, Percent of Full Composite Action = 27.73 LOADS: Self Weight = 0 .026 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 7.00 8. 10 5.40 4. 50 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 12.00 0.810 0.810 0.480 0.480 0.400 0.400 SHEAR: Max V (kips) = 14. 77 fv (ksi ) = 3. 76 Fv = 14. 40 MOMENTS: Span .fond Moment @ Lb Cb Tension Flange Comp FlangE kip-ft ft ft fb Fb fb Fb Center Pre DL 24.6 7.0 --- --- 7. 69 24 .00 7.69 24.0( Max + 58.4 7.0 --- --- Mmax/Seff 12 . 03 24 .00 --- --- Mprecmp/Sx+Mpost/Seff 14. 65 32 . 40 --- Controlling 58.4 7.0 --- --- 12 .03 24 .00 --- --- fc (ksi ) = 0.21 Fc = 1 .35 REACTIONS (kips) : Left Right Initial reaction 5.29 6. 19 DL reaction 8. 39 9 . 74 Max + LL reaction 4.27 5.02 Max + total reaction 12. 67 14. 77 DEFLECTIONS: Initial load (in) at 6. 18 ft = -0.064 L/D = 2247 Live load (in) at 6. 18 ft = -0.020 L/D = 7035 Post Comp load (in) at 6. 18 ft = -0.035 L/D = 4158 Total load (in) at 6. 18 ft = -0.099 L/D = 1459 RAMSBEAM V2. 0 - Gravity Beam Design Licensed to: NALIS=AEC Job: SPP-HOTEL Steel Code: AISC 9th Ed. SPAN INFORMATION: OUTSIDE END SPANDRELS Beam Size (User Selected) = W16X26 Fy = 36.0 ksi Total Beam Length (ft) = 32 .00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness (in) 5.00 5.00 Unit weight concrete (pcf) 110.00 110.00 V c (ksi ) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VERCO W3 Formlok VERCO W3 Formlok Distance to Adjacent (ft) Edge: 1 .00 Beam: 4.00 beff (in) = 36.00 Y bar(in) = 16.22 Seff (in**3) = 59. 79 Str (in**3) = 75.97 Ieff (in**4) = 805.01 Itr (in**4) = 1186.35 Stud length (in) = 4. 50 Stud diameter (in) = 0.75 Stud Capacity (kips) q = 8. 1 # of studs: Full = 37 Partial = 11 Actual = 11 Number of Stud Rows = 1, Percent of Full Composite Action = 32.41 LOADS: Self Weight = 0 .026 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 32.00 0. 550 0. 550 0. 300 0.300 0.200 0.200 SHEAR: Max V (kips) = 12.42 fv (ksi ) = 3. 17 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flang( kip-ft ft ft fb Fb fb Fb Center Pre DL 41 . 7 16.0 --- --- 13.05 24.00 13.05 24.0( Max + 99 . 3 16 .0 --- --- Mmax/Seff 19.94 24.00 --- --- Mprecmp/Sx+Mpost/Seff 24.61 32.40 --- Controlling 99 . 3 16 . 0 --- --- 19 .94 24.00 --- -- fc (ksi ) = 0. 36 Fc = 1 . 35 REACTIONS (kips) : Left Right Initial reaction 5.22 5.22 DL reaction 9.22 9 .22 Max + LL reaction 3. 20 3.20 Max + total reaction 12.42 12 .42 DEFLECTIONS: (Camber = 3/4) Initial load (in) at 16.00 ft = -0.881 L/D = 436 Live load (in) at 16.00 ft = -0.202 L/D = 1900 Post Comp load (in) at 16. 00 ft = -0.455 L/D = 844 Total load (in) at 16.00 ft = -1 .336 L/D = 287 -off ° Ol I ) (ff as. AWY 4p 71 1 T _.7 I i i ; I :If `►1 I III 1 t I _ j E RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: HOTEL Steel Code: AISC 9th Ed. SPAN INFORMATION: TYP FL-NS LINT GIRD Beam Size (User Selected) = W14X22 Fy = 36 .0 ksi Total Beam Length (ft) = 13.00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness (in) 5.00 5.00 Unit weight concrete (pcf) 110 . 00 110.00 V c (ksi ) 3.00 3.00 Decking Orientation parallel parallel Decking type VERCO W3 Formlok VERCO W3 Formlok Distance to Adjacent (ft) Beam: 32.00 Edge: 1.00 beff (in) = 31 . 50 Y bar(in) = 14.83 Seff (in**3) = 45. 76 Str (in**3) - 60. 67 Ieff (in**4) = 546. 18 Itr (in**4) = 855.04 Stud length (in) = 4. 50 Stud diameter (in) = 0. 75 Stud Capacity (kips) q = 9. 6 # of studs per stud segment: Full = 8, 5, 11 Partial = 3, 2, 3 Actual = 3, 2, 3 Number of Stud Rows = 1 , Percent of Full Composite Action = 25.08 LOADS: Self Weight = 0.022 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 3.00 8.40 5.40 4.50 Yes Yes 9 .00 8.40 5.40 4 .50 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 13.00 0.570 0. 570 0.240 0.240 0.200 0.200 SHEAR: Max V (kips) = 19 . 04 fv (ksi ) = 6 . 03 Fv = 14. 40 MOMENTS-- Span Cond Moment @ Lb Cb Tension Flange Comp FlangE kip-ft ft ft fb Fb fb Fb Center Pre DL 24.8 8. 1 --- --- 10.25 24. 00 10.25 24.0( Max + 62 . 5 7.8 --- --- Mmax/Seff 16. 39 24.00 --- --- Mprecmp/Sx+Mpost/Seff 20. 14 32 .40 --- --- Controlling 62.5 7.8 --- --- 16.39 24.00 --- --- fc (ksi ) = 0. 31 Fc = 1 .35 REACTIONS (kips) : Left Right Initial reaction 7. 52 6.69 DL reaction 12. 89 11 . 60 Max + LL reaction 6. 15 5.45 Max + total reaction 19.04 17.06 DEFLECTIONS: Initial load (in) at 6. 50 ft = -0. 136 L/D = 1143 Live load (in) at 6.50 ft = -0.041 L/D = 3834 Post Comp load (in) at 6. 50 ft = -0.076 L/D = 2058 Total load ( in) at 6.50 ft = -0.212 L/D = 735 RAMSBEAM V2. 0 - Gravity Beam Design Licensed to: NALIS=AEC Job: HOTEL Steel Code: AISC 9th Ed. SPAN INFORMATION: TYP FL-NS LINT GIRD Beam Size (Optimum) = W18X40 Fy = 36 . 0 ksi Total Beam Length (ft) = 27. 00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness (in) 5.00 5.00 Unit weight concrete (pcf) 110. 00 110.00 f'c (ksi ) 3.00 3.00 Decking Orientation parallel parallel Decking type VERCO W3 Formlok VERCO W3 Formlok Distance to Adjacent (ft) Beam: 32.00 Edge: 1 .00 beff (in) = 52.50 Y bar(in) = 18.10 Seff ( in**3) = 115.45 Str (in**3) = 125.59 Ieff (in**4) = 1902. 73 Itr (in**4) = 2180.96 Stud length ( in) = 4. 50 Stud diameter (in) = 0.75 Stud Capacity (kips) q = 9. 6 # of studs per stud segment : Full = 8, 15, 11, 12 Partial = 5, 10, 7,8 Actual = 5, 10, 7, 8 Number of Stud Rows = 1, Percent of Full Composite Action = 67.68 LOADS: Self Weight = 0.040 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 4. 00 8.40 5.40 4. 50 Yes Yes 12. 00 8.40 5. 40 4.50 Yes Yes 20. 00 8.40 5. 40 4. 50 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 27.00 0. 570 0.570 0.240 0.240 0. 200 0.200 SHEAR: Max V (kips) = 32 .44 fv (ksi ) = 5. 75 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flangc kip-ft ft ft fb Fb fb Fb Center Pre DL 90.0 12 .0 --- --- 15. 79 24.00 15.79 24.0( Max + 227. 7 12 . 0 --- --- Mmax/Seff 23.67 24. 00 --- --- Mprecmp/Sx+Mpost/Seff 30. 10 32 .40 --- Controlling 227. 7 12 . 0 --- --- 23. 67 24.00 --- -- fc (ksi ) - 0. 50 Fc = 1 . 35 REACTIONS (kips) : Left Right Initial reaction 12. 78 10.98 DL reaction 22.24 19.44 Max + LL reaction 10.20 8.70 Max + total reaction 32 .44 28. 14 DEFLECTIONS: (Camber = 1/2) Initial load (in) at 13. 36 ft = -0. 646 L/D = 501 Live load (in) at 13.36 ft = -0. 166 L/D = 1952 Post Comp load ( in) at 13. 36 ft = -0 . 319 L/D = 1015 Total load (in) at 13. 36 ft = -0.965 L/D = 336 ---- --__ 1 --- ! i UP — I 11 i � � i Ilj � ll 60 Kxor- ool 1 t-�TE(,, -= I'lf��sri�N'�'�._LI:NT�C, '�(f� • � I I ' � ! • � 1 ' 1 j t 1 L,{ J- RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: HOTEL Steel Code: AISC 9th Ed. SPAN INFORMATION: TYP FLOOR-INT GIRDER Beam Size (Optimum) = W18X35 Fy = 50 .0 ksi Total Beam Length (ft) = 30.00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness (in) 5 . 00 5.00 Unit weight concrete (pcf) 110. 00 110.00 V c (ksi ) 3.00 3.00 Decking Orientation parallel perpendicular Decking type VERCO W3 Formlok VERCO W3 Formlok Distance to Adjacent ( ft) Beam: 30.00 Beam: 30.00 beff (in) = 90.00 Y bar(in) = 19. 69 Seff ( in**3) = 115.24 Str (in**3) = 115.64 Ieff (in**4) = 2175.44 Itr (in**4) = 2187.02 Stud length ( in) = 4. 50 Stud diameter (in) = 0. 75 Stud Capacity (kips) q = 9. 6 # of studs: Full = 54 Partial = 53 Actual = 53 Number of Stud Rows = 1, Percent of Full Composite Action = 98.25 LOADS: Self Weight = 0.035 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 7. 50 7. 70 5.00 4.20 Yes Yes 15.00 7. 70 5.00 4.20 Yes Yes 22.50 7.70 5.00 4.20 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 30. 00 0.570 0. 570 0.440 0.440 0.500 0. 500 SHEAR: Max V (kips) = 34 .43 fv (ksi ) = 6 .81 Fv = 19. 13 MOMENTS: Span Cond Moment @ Lb Cb Tension, Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Pre DL 128.4 15 . 0 --- --- 26. 76 33.00 26. 76 33.00 Max + 302 .8 15. 0 --- --- Mmax/Seff 31 . 53 33.00 --- --- Mprecmp/Sx+Mpost/Seff 44.92 45.00 --- --- Controlling 302 .8 15.0 --- --- 44. 92 45.00 --- --- fc (ksi ) = 0.49 Fc = 1 . 35 REACTIONS (kips) : Left Right Initial reaction 14. 63 14. 63 DL reaction 20. 63 20. 63 Max + LL reaction 13.80 13. 80 Max + total reaction 34. 43 34. 43 DEFLECTIONS: (Camber = 1-1/4) Initial load ( in) at 15 .00 ft = -1 . 366 L/D = 264 Live load (in) at 15.00 ft = -0.298 L/D = 1208 Post Comp load ( in) at 15.00 ft = -0. 434 L/D = 829 Total load ( in) at 15.00 ft = -1 .800 L/D = 200 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: HOTEL Steel Code: AISC 9th Ed. SPAN INFORMATION: TYP FL-TYP INT GIRD Beam Size (Optimum) = W21X44 Fy = 36.0 ksi Total Beam Length (ft) = 30.00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness (in) 5. 00 5.00 Unit weight concrete (pcf) 110.00 110.00 V c (ksi) 3.00 3.00 Decking Orientation parallel parallel Decking type VERCO W3 Formlok VERCO W3 Formlok Distance to Adjacent (ft) Beam: 30.00 Beam: 8.00 beff (in) - = 90.00 Y bar(in) = 21 .74 Seff (in**3) = 154.97 Str (in**3) = 154.97 Ieff (in**4) = 3237.89 Itr (in**4) = 3237.89 Stud length (in) = 4. 50 Stud diameter (in) = 0.75 Stud Capacity (kips) q = 9. 6 # of studs: Full = 49 Partial = 49 Actual = 49 Number of Stud Rows = 1, Percent of Full Composite Action = 100.00 LOADS: Self Weight = 0.044 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 7.50 7. 70 5.00 4.20 Yes Yes 15. 00 7. 70 5.00 4.20 Yes Yes 22 . 50 7.70 5.00 4.20 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 30.00 0.570 0.570 0.420 0.420 0.500 0.500 SHEAR: Max V (kips) = 34. 56 fv (ksi ) = 4.78 Fv = 14.40 MOMENTS: Span ,Cond Moment @ Lb Cb Tension Flange Comp Flangc kip-ft ft ft fb Fb fb Fb Center Pre DL 127.2 15.0 --- --- 18. 71 24.00 18. 71 24.0( Max + 303. 9 15.0 --- --- Mmax/Seff 23 .53 24.00 --- --- Mprecmp/Sx+Mpost/Seff 32.39 32 . 40 --- Controlling 303.9 15.0 --- --- 32.39 32.40 --- -- fc (ksi ) = 0. 39 Fc = 1 .35 REACTIONS (kips) : Left Right Initial reaction 14.46 14.46 DL reaction 20. 76 20.76 Max + LL reaction 13.80 13.80 Max + total reaction 34. 56 34. 56 DEFLECTIONS: (Camber = 3/4) Initial load (in) at 15. 00 ft = -0.818 L/D = 440 Live load (in) at 15.00 ft = -0.200 L/D = 1797 Post Comp load (in) at 15.00 ft = -0.296 L/D = 1217 Total load (in) at 15.00 ft = -1 . 114 L/D = 323 V 15 050 • i i � li RAMSBEAM V2. 0 - Gravity Beam Design Licensed to: NALIS=AEC Job: HOTEL Steel Code: AISC 9th Ed. SPAN INFORMATION: TYP FLOOR-EXTERIOR GIRD Beam Size (Optimum) = W18X35 Fy = 50.0 ksi Total Beam Length (ft) = 30.00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness (in) 5.00 5.00 Unit weight concrete (pcf) 110.00 110.00 V c (ksi ) 3.00 3.00 Decking Orientation parallel perpendicular Decking type VERCO W3 Formlok VERCO W3 Formlok Distance to Adjacent ( ft) Beam: 30.00 Edge: 1.00 beff (in) = 57.00 Y bar(in) = 18.53 Seff (in**3) = 97.94 Str (in**3) = 110.71 Ieff (in**4) = 1617.24 Itr (in**4) = 1967.83 Stud length ( in) = 4. 50 Stud diameter (in) = 0.75 Stud Capacity (kips) q = 9. 6 # of studs: Full = 54 Partial = 31 Actual = 31 Number of Stud Rows = 1, Percent of Full Composite Action = 57.69 LOADS: Self Weight = 0.035 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 7. 50 7.70 5.00 4.20 Yes Yes 15.00 7.70 5.00 4.20 Yes Yes 22.50 7.70 5.00 4.20 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 30.00 0.570 0. 570 0.440 0.440 0.200 0.200 SHEAR: Max V (kips) = 29 .93 fv (ksi ) = 5.92 Fv = 19. 13 MOMENTS: Span ,fond Moment @ Lb Cb Tension Flange Comp F1angE kip-ft ft ft fb Fb fb Fb Center Pre DL 128.4 15.0 --- --- 26.76 33.00 26.76 33.00 Max + 269 . 1 15.0 --- --- Mmax/Seff 32.97 33.00 --- --- Mprecmp/Sx+Mpost/Seff 43.99 45.00 --- --- Controlling 269 . 1 15.0 --- --- 32 .97 33.00 --- --- fc (ksi ) = 0. 52 Fc = 1 .35 REACTIONS (kips) : Left Right Initial reaction 14. 63 14.63 DL reaction 20. 63 20. 63 Max + LL reaction 9. 30 9.30 Max + total reaction 29.93 29 .93 DEFLECTIONS: (Camber = 1-1/4) Initial load ( in) at 15.00 ft = -1 .366 L/D = 264 Live load (in) at 15.00 ft = -0.284 L/D = 1266 Post Comp load (in) at 15. 00 ft = -0.468 L/D = 769 Total load (in) at 15.00 ft = -1.834 L/D = 196 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: HOTEL Steel Code: AISC 9th Ed. SPAN INFORMATION: TYP FLOOR-EXTERIOR GIRD Beam Size (Optimum) = W21X44 Fy = 36.0 ksi Total Beam Length (ft) = 30.00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness (in) 5.00 5.00 Unit weight concrete (pcf) 110.00 110.00 V c (ksi ) 3.00 3.00 Decking Orientation parallel perpendicular Decking type VERCO W3 Formlok VERCO W3 Formlok Distance to Adjacent (ft) Beam: 30.00 Edge: 1 .00 beff (in) = 57.00 Y bar(in) = 20.30 Seff (in**3) = 135. 74 Str (in**3) = 148.49 Ieff (in**4) = 2508.73 Itr (in**4) = 2900. 76 Stud length (in) = 4. 50 Stud diameter (in) = 0. 75 Stud Capacity (kips) q = 9.6 # of studs: Full = 49 Partial = 32 Actual = 32 Number of Stud Rows = 1, Percent of Full Composite Action = 65.53 LOADS: Self Weight = 0.044 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 7.50 7.70 5.00 4.20 Yes Yes 15.00 7. 70 5.00 4.20 Yes Yes 22. 50 7.70 5.00 4.20 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 30.00 0.570 0. 570 0.440 0.440 0.200 0.200 SHEAR: Max V (kips) = 30.06 fv (ksi ) = 4. 16 Fv = 14.40 MOMENTS: Span .Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Pre DL 129 .5 15.0 --- --- 19.04 24.00 19.04 24.00 Max + 270. 1 15.0 --- --- Mmax/Seff 23.88 24.00 --- --- Mprecmp/Sx+Mpost/Seff 31 .47 32.40 --- Controlling 270. 1 15.0 --- --- 23 .88 24.00 --- --- fc (ksi ) = 0.40 Fc = 1 .35 REACTIONS (kips) : Left Right Initial reaction 14. 76 14. 76 DL reaction 20. 76 20. 76 Max + LL reaction 9. 30 9 .30 Max + total reaction 30.06 30.06 DEFLECTIONS: (Camber = 3/4) Initial load (in) at 15. 00 ft = -0.833 L/D = 432 Live load (in) at 15.00 ft = -0. 183 L/D = 1963 Post Comp load (in) at 15. 00 ft = -0. 302 L/D = 1194 Total load (in) at 15.00 ft = -1 . 135 L/D = 317 a- A- RAMSBEAM V2.0 - Gravity Beam Desig.. Licensed to: NALIS=AE'C Job: HOTEL Steel Code: AISC 9th Ed. SPAN INFORMATION: B-TYP Beam Size (Optimum) = W16X26 Fy = 36.0 ksi Total Beam Length (ft) = 31.00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness (in) 5.00 5.00 Unit weight concrete (pcf) 110.00 110.00 V c (ksi ) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VERCO W3 Formlok VERCO W3 Formlok Distance to Adjacent (ft) - Beam: 3.70 Beam: 3.70 beff (in) = 44.40 Y bar(in) = 16.86 Seff (in**3) = 62.47 Str (in**3) = 77.30 Ieff (in**4) = 893.08 Itr (in**4) = 1257.70 Stud length ( in) = 4.50 Stud diameter (in) = 0.75 Stud Capacity (kips) q = 8. 1 # of studs: Full = 39 Partial = 13 Actual = 13 Number of Stud Rows = 1, Percent of Full Composite Action = 38.30 LOADS: Self Weight = 0.026 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 31 .00 0.620 0.620 0.450 0.450 0.380 0.380 SHEAR: Max V (kips) = 15.90 fv (ksi ) = 4.05 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Pre DL 57.2 15. 5 --- --- 17.87 24.00 17.87 24.00 Max + 123. 3 15.5 --- --- Mmax/Seff 23.68 24.00 --- --- Mprecmp/Sx+Mpost/Seff 30.56 , 32.40 --- Controlling 123.3 15.5 --- --- 23.68 24.00 --- --- fc (ksi ) = 0.36 Fc = 1 .35 REACTIONS (kips) : Left Right Initial reaction 7.38 7.38 DL reaction 10.02 10.02 Max + LL reaction 5.89 5.89 Max + total reaction 15.90 15.90 DEFLECTIONS: (Camber = 1) Initial load (in) at 15. 50 ft = -1 . 133 L/D = 328 Live load (in) at 15.50 ft = -0.305 L/D = 1220 Post Comp load (in) at 15. 50 ft = -0.441 L/D = 843 Total load (in) at 15.50 ft = -1.575 L/D = 236 ■■®■■■�■ ... ■ ■■■■■ ■■■■ ■■ ■■®■■■■ • 0 ■■■ SEE ■■■■■■■ ■■■■■ ■■ ,a ■ ■■■■■t■t■ ■■ ■■■■■■I■ ■ mmwv OEM ■■■ • n ■■■ ■ ®■■�■ ■■ ■■■■■■■ B■■■ ■■■■■■■ ISM ■■■■ ■■■ ■■ f�/■■■ ■■■ ■■ ■ 1 ■ - r + ■■■ i RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: SPP-HOTEL ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: TYP SPAND SIDE BEAM Beam Size (Optimum) = W16X26 Fy = 36.0 ksi Total Beam Length (ft) = 32 .00 Top Flange Braced By Decking LOADS: Self Weight = 0.026 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DU Pre DL2 LL1 LL2 0.00 32.00 0.360 0.360 0.000 0.000 0. 180 0.180 SHEAR: Max V (kips) = 9.06 fv (ksi ) = 2.31 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 72.5 16.0 0.0 1 .00 22. 65 24.00 22.65 24.00 Controlling 72.5 16.0 0.0 1.00 22.65 24.00 --- REACTIONS (kips) : Left Right DL reaction 6. 18 6. 18 Max + LL reaction 2.88 2.88 Max + total reaction 9.06 9.06 DEFLECTIONS: (Camber = 1 ) Dead load (in) at 16.00 ft = -1 .044 L/D = 368 Live load (in) at 16.00 ft = -0.487 L/D = 789 Total load (in) at 16.00 ft = -1.530 L/D = 251 i•)� 1 ` f 12-4 to e, T'''� ( I I I I ► j I 17 I � I � 1441, ; i ( � � I ( illlll ( I 1 1 ( I 1 1 1 L � 7 4-4- f ii it li11j l , i ! ! I 11 � il ! � I ( i i ? II 1 I a I • , � 1 I t I � t 1 1 i � I i f � 1s1 , � � , Ilj ( Ll fl , RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: HOTEL Steel Code: AISC 9th Ed. SPAN INFORMATION: ROOF-TYP END SPANDR GIRD Beam Size (Optimum) = W18X35 Fy = 50.0 ksi Total Beam Length (ft) = 27.00 Top Flange Braced By Decking LOADS: Self Weight = 0.035 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 7.50 5.00 0.00 3.40 Yes Yes 15.00 5.00 0.00 3.40 Yes Yes 22.50 5.00 0.00 3.40 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DU Pre DL2 LL1 LL2 0.00 27.00 0.200 0.200 0.000 0.000 0.000 0.000 SHEAR: Max V (kips) = 17. 17 fv (ksi ) = 3.40 Fv = 19. 13 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp F1angc kip-ft ft ft fb Fb fb Fb Center Max + 126.2 15.0 0.0 1 .00 26.28 33.00 26.28 33.0( Controlling 126.2 15.0 0.0 1 .00 26.28 33.00 --- --- REACTIONS (kips) : Left Right DL reaction 9.84 11.51 Max + LL reaction 4.53 5.67 Max + total reaction 14.37 17. 17 DEFLECTIONS: (Camber = 1/2) Dead load (in) at 13. 63 ft = -0. 720 L/D = 450 Live load (in) at 13.63 ft = -0.360 L/D = 899 Total load (in) at 13. 63 ft = -1 .080 L/D = 300 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: SPP-HOTEL ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: TYP SPANDR END LONG BEAM Beam Size (Optimum) = W18X40 Fy = 36.0 ksi Total Beam Length (ft) = 27.00 Top Flange Braced By Decking LOADS: Self Weight = 0.040 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 22 .00 5 .00 0 .00 3 .40 Yes Yes 14. 50 5.00 0.00 3.40 Yes Yes 7.00 5 .00 0.00 3 .40 Yes Yes Line Loads (k/ft) : Distl Dist2 DLl DL2 Pre DLl Pre DL2 LL1 LL2 0.00 27.00 0.200 0.200 0.000 0.000 0.000 0.000 SHEAR: Max V (kips) = 16. 78 fv (ksi ) = 2.98 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flang( kip-ft ft ft fb Fb fb Fb Center Max + 127.9 14.5 0.0 1 .00 22.44 24.00 22.44 24.Oc Controlling 127.9 14.5 0.0 1 .00 22.44 24.00 --- - REACTIONS (kips) : Left Right DL reaction 10. 19 11 . 30 Max + LL reaction 4. 72 5.48 Max + total reaction 14.91 16. 78 DEFLECTIONS: (Camber = 1/2) Dead load ( in) at 13.50 ft = -0. 607 L/D = 534 Live load (in) at 13.63 ft = -0.303 L/D = 1070 Total load (in) at 13.63 ft = -0.910 L/D = 356 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: HOTEL Steel Code: AISC 9th Ed. SPAN INFORMATION: ROOF-TYP SIDE SPANDRELS Beam Size (Optimum) = W18X35 Fy = 50.0 ksi Total Beam Length (ft) = 29 .00 Top Flange Braced By Decking LOADS: Self Weight = 0.035 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 7.50 5.00 0.00 3.40 Yes Yes 15.00 5.00 0.00 3.40 Yes Yes 22.50 5.00 0.00 3.40 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre D12 LL1 LL2 0.00 29.00 0.200 0.200 0.000 0.000 0.000 0.000 SHEAR: Max V (kips) = 16. 44 fv (ksi ) = 3.25 Fv = 19. 13 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp FlangE kip-ft ft ft fb Fb fb Tb Center Max + 144.2 15. 0 0.0 1 .00 30.03 33.00 30.03 33.0( Controlling 144.2 15.0 0.0 1.00 30.03 33.00 --- --- REACTIONS (kips) : Left Right DL reaction 10.65 11 . 17 Max + LL reaction 4.92 5.28 Max + total reaction 15.57 16.44 DEFLECTIONS: (Camber = 3/4) Dead load ( in) at 14. 50 ft = -0.945 L/D = 368 Live load (in) at 14. 50 ft = -0.471 L/D = 739 Total load (in) at 14. 50 ft = -1 .416 1/D = 246 IN- RAMSBEAM V2 .0 - Gravity Beam Design Licensed to: NALIS=AEC Job: SPP-HOTEL ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: TYP SPANDREL BEAM Beam Size (User Selected) = W18X46 Fy = 36 .0 ksi Total Beam Length (ft) = 29 .00 Top Flange Braced By Decking LOADS: Self Weight = 0 .046 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 22 .00 5.00 0. 00 3 .40 Yes Yes 14.50 5.00 0.00 3.40 Yes Yes 7.00 5.00 0.00 3 .40 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 29.00 0.200 0.200 0.000 0.000 0.000 0.000 SHEAR: Max V (kips) = 16. 17 fv (ksi ) = 2.49 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 145.6 14. 5 0.0 1 .00 22 . 17 24.00 22. 17 24.00 Controlling 145.6 14. 5 0.0 1 .00 22. 17 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 11 .07 11 .07 Max + LL reaction 5. 10 5 . 10 Max + total reaction 16. 17 16. 17 DEFLECTIONS: (Camber = 1/2) Dead load ( in) at 14. 50 ft = -0. 686 L/D = 507 Live load (in) at 14. 50 ft = -0. 338 L/D = 1031 Total load (in) at 14. 50 ft = -1 .024 L/D = 340 TA V' 'r - ■ ■ moms mo■ ONE NINE ®■RI ■■ ■■■ ■■I■■■■ MEN ■ ■■■ ■■■■■■■■■■ ■ ■ ■m■■■ NMI EmsWill 10 ■ �, , , . . . :.- - Ems ■m■ ■130 � • a�slI � _• a �■■�( ■■■■� ON ■ ■ STANDARD LOAD TABLE / OPEN WEB STEEL JOISTS, K-SERIES Based on a Maximum Allowable Tensile Stress of 30,000 psi JOIST DESIGNATION 18K3 181<4 18K5 181<6 18K7 18K9 18K10 20K3 201<4 20K5 20K6 201<7 20K9 20K10 22K4 22K5 221<6 2K 2K9 22KIf122K11 DEPTH(IN.) 18 18 18 18 18 18 18 20 20 20 20 20 20 20 22 22 22 22 22 22 22 APPROX.WT. 6.6 7.2 7.7 8.5 9.0 10.2 11.7 6.7 7.6 8.2 8.9 9.3 10.8 12.2 8A 8.8 9.2 9.7 11.3 12.6 13.8 SPAN(ft.) 1 18 550 550 550 550 550 550 550 550 550 550 550 550 550 550 19 514 550 550 550 550 550 550 494 523 523 523 523 523 523 20 463 550 550 550 550 550 550 517 550 550 550 550 550 550 423 490 490 490 490 490 490 517 550 550 550 550 550 550 21 420 506 550 550 550 550 550 468 550 550 550 550 550 550 364 426 460 460 460 460 460 453 520 520 520 620 520 520 22 382 460 518 550 550 550 550 426 514 550 550 550 550 550 550 550 550 550 550 550 550 316 370 414 438 438 438 438 '393 461 490 490 490 490 490 548 548 548 548 548 548 548 23 349 420 473 516 550 550 550 389 469 529 550 550 550 550 518 550 550 550 550 550 550 276 323 362 393 418 418 418 344 402 451 468 468 468 468 491 518 518 518 518 518 518 24 320 385 434 473 526 550 550 357 430 485 528 550 550 550 475 536 550 550 550 550 550 242 284 318 345 382 396 396 302 353 396 430 448 448 448 431 483 495 495 495 495 495 25 294 355 400 435 485 550 550 329 396 446 486 541 550 550 438 493 537 550 550 550 550 214 250 281 305 337 377 377 266 312 350 380 421 426 426 381 427 464 474 474 474 474 26 272 328 369 402 448 538 550 304 366 412 449 500 550 550 404 455 496 550 550 550 550 190 222 249 271 299 354 361 236 277 310 337 373 405 405 338 379 411 454 454 454 454 27 252 303 342 372 415 498 550 281 339 382 416 463 550 550 374 422 459 512 550 550 550 169 198 222 241 267 315 347 211 247 277 301 333 389 389 301 337 367 406 432 432 432 28 234 282 318 346 385 463 548 261 315 355 386 430 517 550 '548 392 427 475 550 550 550 151 177 199 216 239 282 331 189 221 248 269 298 353 375 270 302 328 364 413 413 413 29 218 263 296 322 359 431 511 243 293 330 360 401 482 550 324 365 398 443 532 550 550 136 159 179 194 215 254 298 170 199 223 242 268 317 359 242 272 295 327 387 399 399 30 203 245 276 301 335 402 477 227 274 308 336 374 450 533 302 341 371 1 497 550 550 123 144 161 175 194 229 269 153 179 201 218 242 286 336 219 245 266 295 349 385 385 31 190 229 258 281 313 376 446 212 256 289 314 350 421 499 283 319 347 387 465 550 550 111 130 146 158 175 207 243 138 162 182 198 219 259 304 198 222 241 267 316 369 369 32 178 215 242 264 294 353 418 199 240 271 295 328 395 468 265 299 326 363 436 517 549 101 118 132 144 159 188 221 126 147 165 179 199 235 276 180 201 219 242 287 337 355 33 168 202 228 248 276 332 393 187 226 254 277 309 371 440 249 281 306 341 410 486 532 92 108 121 131 145 171 201 114 134 150 163 181 214 251 164 183 199 221 261 307 334 34 158 190 214 233 260 312 370 176 212 239 261 290 349 414 235 265 288 321 386 458 516 84 98 110 120 132 156 184 105 122 137 149 165 195 229 149 167 182 202 239 280 314 35 149 179 202 220 245 294 349 166 200 226 246 274 329 390 221 249 272 303 364 432 494 77 90 101 110 121 143 168 96 112 126 137 151 179 210 137 153 167 185 219 257 292 36 141 169 191 208 232 278 330 157 189 213 232 259 311 369 209 236 257 286 344 408 467 70 82 92 101 111 132 154 88 103 115 125 139 164 193 126 141 153 169 201 236 269 37 148 179 202 220 245 294 349 198 223 243 271 325 386 442 81 95 106 115 128 151 178 116 130 141 156 185 217 247 38 141 170 191 208 232 279 331 187 211 230 256 308 366 419 74 87 98 106 118 139 164 107 119 130 144 170 200 228 39 133 161 181 198 220 265 314 178 200 218 243 292 347 397 69 81 90 98 109 129 151 98 110 120 133 157 185 211 40 127 153 172 188 209 251 298 169 190 207 231 278 330 377 64 75 84 91 101 119 140 91 102 111 123 146 171 195 41 161 181 197 220 264 314 359 85 95 103 114 135 159 181 42 153 173 188 209 252 299 342 79 83 96 106 126 148 168 43 146 165 179 200 240 285 326 73 82 89 99 117 138 157 44 139 157 171 191 229 272 311 68 76 83 92 109 128 146 6 L4f+ t i�G m wui� Ul i I ! I � liIllll I II ' I ' ! I . � � ill � � ililil ► li ! ! I i ! I ! - ! il ? 1 ► 1 illil 3"-QL-99-22 SECTION PROPERTIES t Steel Unit Only e3- (+)St =.439 (+)Sb=.465 3 e- (-)St =.49 (-)Sb=.383 Concrete Weight= 145 pcf Concrete Weight= 1 10 pcf N=9 Concrete Strength(f'c)=3000 psi N_1 4 Concrete Strength(f'c)=3000 psi Slab Width= 12 in. Slab Width= 12 in. Concrete Slab Thickness,t(in.) Concrete Slab Thickness,t(in.) 2.0 2.5 3 3.5 4.5 2.0 2.5 3 3.25 4.1875 Dead Load(psf) 44.4 50.5 56.5 62.6 74.6 Dead Load(psf) 34.1 38.7 43.3 45.6 54.2 VR Lbs. 1944 2123 2316 2518 2942 VR Lbs. 1947 2113 2296 2392 2770 Ic 4.646 5.943 7.446 9.158 13.221 Ic 4.161 5.325 6.682 7.4114 10.700 Scc 3.471 4.102 4.795 5.546 7.203 Scc 2.635 3.106 3.626 3.904 5.040 Sbc 1.247 1.443 1.650 1.863 2.307 Sbc 1.193 1.383 1.582 1.685 2.086 TOTAL SUPERIMPOSED LOAD, TOTAL SUPERIMPOSED LOAD, POUNDS PER SQUARE FOOT POUNDS PER SQUARE FOOT Span Concrete Slab Thickness,t(in.) Span Concrete Slab Thickness,t(in.) Feet 2.0 2.5 3 3.5 4.5 Feet 2.0 2.5 3 3.25 4.1875 8.5 * 185 * 202 *210 ** 281 *** 367 8.5 * 186 * 216 * 246 *254 *276 8.75 * 172 * 182 ** 230 ** 261 *** 341 8.75 * 173 *202 * 224 * 230 *247 9. * 160 * 163 **215 *** 255 *** 318 9. * 162 * 188 *204 *209 **289 9.25 * 149 ** 174 ***209 *** 237 *** 296 9.25 * 151 * 175 * 185 * 189 **270 9.5 *'.139 ** 162 *** 195 *** 221 *** 276 9.5 * 142 `160 * 168 ** 203 **264 9.75 ** 130 *** 158 *** 182 *** 207 *** 257 9.75 * 133 * 146 ** 178 *' 190 ***248 10. *** 126 *** 148 *** 170 *** 193 *** 240 10. * 124 ** 145 ** 167 *** 186 ***232 10.25 *** 118 *** 138 *** 159 *** 180 *** 224 10.25 * 117 ** 136 *** 163 '** 174 *** 218 10.5 *** 110 *** 129 *** 148 *** 168 *** 208 10.5 ** 110 *** 133 *** 153 *** 164 *** 205 10.75 **• 103 *** 120 *** 139 *** 157 *** 194 10.75 ** 103 *** 125 *** 144 *** 154 *** 193 11. *** 96 *** 112 *** 129 *** 147 *** 181 11. *** 100 *** 117 *** 135 *** 145 *** 181 11.25 *** 89 *** 105 *** 121 *** 137 *** 168 11.25 *** 94 *** 110 *** 127 *** 136 *** 170 11.5 *** 83 *** 98 *** 113 *** 127 *** 157 11.5 *** 88 *** 104 *** 120 *** 128 *** 160 11.75 *** 78 *** 91 *`* 105 *** 119 *** 146 11.75 *** 83 *** 97 *** 113 *** 120 *** 150 12. aaa 73 aaa 85 aaa 98 aaa 111 '** 135 12. *** 78 *** 91 *** 106 `** 113 **' 141 12.25 *** 68 *** 79 *++ 91 *** 103 *** 125 12.25 *** 73 *** 86 **` 100 *** 106 *** 133 12.5 *** 63 aaa 74 aaa 85 *** 96 *** 116 12.5 *** 69 **+ 81 +** 94 *** 100 *++ 125 12.75 aaa 58 aaa 69 aaa 79 aaa 89 aaa 107 12.75 aaa 65 aaa 76 aaa 88 aaa 94 *** 117 13. aaa 54 aaa 64 aaa 73 aaa 82 aaa 99 13. aaa 61 aaa 71 aaa 83 aaa 88 aaa 110 13.25 aaa 50 aaa 59 aaa 68 aaa 76 aaa 91 13.25 aaa 57 aaa 67 aaa 78 aaa 83 aaa103 13.5 *** 47 *** 55 *** 63 **` 70 *** 83 13.5 *** 53 *** 63 `** 73 *** 78 *** 96 13.75 aaa 50 aaa 58 aaa 64 aaa 76 13.75 aaa 59 aaa 68 aaa 73 aaa 90 14. *** 46 *** 53 *** 59 *** 69 14. *** 55 *** 64 *** 68 *** 84 14.25 *** 43 *** 49 *** 54 *** 63 14.25 *** 52 *** 60 *** 64 '** 79 14.5 *** 39 *** 45 *** 49 *** 56 14.5 *** 48 *+* 56 *** 60 *** 73 * Denotes shoring required on simple spans, no shoring on multiple spans. `* Denotes shoring required on simple and 2-Spon conditions only. "* Denotes shoring required on all span conditions. For use of design loads in excess of 200 psf(above horizontal line)see note 6a page 8. 21 i Y i A 4�C I c _ :V140'i loor Deck M 'Ly' Allowable Superimposed Load(psQ Lightweight Concrete No. Span Spans Gauge q 810" 816, 910ft 916" 10'0' 10'6' WON 1116H 12'00 12161 1310, 1316" 14'0" 14'6N WON 1 306 278 256 236 218 179 165 153 143 132 124 116 109 101 9.4 22 2 306 278 256 236 218 203 165• 153 143 132 124 116 109 101 94 3 306 278 256 236 218 203 190 153 -'143 —.'1"32 • 124 q4 2096 2072 2051 2033 2016 2000 1986 1962, 1951, 1941 1932 1923 1915 lWa Slab 1 328 299 275 254 212 195 jai 168 156 145 136 126 119 ill 105' Depth: 21 2 328 299 275 2541 264 195 —1.81 168 156 145 136 126 119 ill 105 73/161 3 328 299 275 254 264 195 203 ---1.56 --..-145 —136 .126 -- 119 __111 Concrete q4 2119 2093. 2070 2049 2031 2014 1998 1984. 1971 1960 1949 --- 1939 1929 19201 1912 Type: 1 343 314 288 267 245 229 212 182 164 152 143 132 125 117 110 LWr 20 2 343 314 288 267 245 229 212 199 _._164 164 152 143 132 125 117 110 Pcf: 3 343 314 288 267 245 229 212 199 186 152 143 132 125 117 -110 Ila — q4 2145 2116 2091 2068 2048 2029, 2013 1997 1983 1970 1958 —19471 1937 1928 —1919 Slab 1 384 349 321 296 274 255 237 223 185 173 162 151 143 133 122 Wt.: 19 2 384 349 321 296 274 255 237 223 185 173 162 151 143 133 122 52.1 3 384 349 321 296 274 255 237 223 208 196 172 151 '1 143 133 ...122 --q4 2200 2167, 2137, 2111 2087 2066 2046, 2028 2012 1997 1983 1970 1958. 1947 1937 1 415 379 3471 320 297 276 257 241 225 212 191 164 155 145 137 18 2 415 379 347 320 297 276 257 241 225 212 201 189 _155 145 137 3 415 379 347 320 297 276 257 241 225 212 201 189 179 145-"- _ 117 — q4 2261 2223 2189 2159 2132 2107 2085 2064 2046 20281 20121 1998 1984 1971 19W 1 480 438 401 371 343 320 297 278 261 245 231 M 207 184 __t62 16 2 480 438 401 371 343 320 297 278 261 245 231 218 2071 196 186 3 480 438 401 371 343 320 297 278 261 245 231 218 2071 196 186 q4 , 2391, 2344 2301 2264, 2930 1 2199 2171 2146 2122 2101 2081 2062 20451 2029, 2015 1.q4:q=allowable diaphragm shear(plf);4=number of welds to the support. Allowable Superimposed Load(psQ Normal Weight Concrete No. Span Spans Gauge q 8'0" 8'6" 9W 9'6" 1010" 10'6" 11,011 11,64 -12,0" 12160 1310,r13'6' 14'00 14'6ffl WON 1 268 244 224 199 151 139 129 119 110 103 96 89 83 73 22 2 268 244 224 207 191 51 139 129 119 110 103 96 89 83 73 3 268 244 224 207 191 178 _139 110 103 96 89 83 q4 —73 1969 1945 1924 1905 1886 1873 1859 18461 1834 1823 1813 1804 1796 1788 1780 Slab 1 2118 262 241 223 207 165 153 142 132 122 113 105 99 93 87 Depth: 21 2 288 262 241 223 207 -'-'165 153' 142 132 122 113 .105 99 93 87 5'/2* 3 288 262 241 223 207 191 178 —142 --.-1.32 ..122 113 105 99 93 1 --07 Concrete— q4 1992 1966. 1942 1922, 1903 1886, 1871 1857 1844 1832, 1821 1811 1802 1793 1785 Type: 1 302 2;: 253 234 216 190 158 148 137 127 119 110 104 97 91 NWT 20 2 302 2 253 234 216 201 186 _._ 148 48 137 127 119 110 1D4 97 91 PCf: 3 302 276 253 234 216 201 186 175 ---137 —1-97 ---J-1-9 -. 110 .I04 97 .._.91 145 q4 2017 1989 1963 1941 1920 1902 1885 18701 1856 1843 _1831 18201 1810 18001 1791 Slab 1 336 308 282 261 241 224 209 196 158 148 137 127 120 112 105 58 Wt.: 19 2 336 308 282 261 241 224 209 196 .__ 1, .148 .-1.37 127 120 112 105 3 336 308 .. 282 261 241 224 209 196 184 172 163 127 120 .112 1-05 q4 2073, 2039 2010 1983 1960 1938 1919 1901 18114 1869 1855 1843 1831 1819 1809 1 366 334 305 282 261 243 227 212 190 . 163 -150 166 131 122 116 18 2 366 334 305 282 261 243 227 212 199 186 175 139 131 122 116 3 366 334 305 282 261 243 192 212 199 186 175 141 131 122 116 q4 2133 2095 2061 2031 2004 1979 1957 1937 1918 1901 18851 18701 11356 18441 18321 1 424 387 355 328 303 282 263 245 231 2171 204 178 155 146 137 16 2 424 387 355 328 303 282 263 245 231 217 205 194 183 175 137 3 424 387 355 328 303 282 263 245 231 217 205 194 183 175 165 q4 2263, 2216, 2174 2136 2102 2071, 2043 2018, 1995 1973 1953 1935 1918 1902 1887 1.q4:q=allowable diaphragm shear(plf):4=number of welds to the support. 18 _ V W3 �"'C)i-\�,IVIL0It NORMAL WEIGHT CONCRETE (145 pcf) TOTAL SLAB GALVANIZED OR PHOSPHATIZED/PAINTED' DEPTH 3' ALLOWABLE SUPERIMPOSED LOADS (Lbs./Sq. Ft.), DIAPHRAGM SHEAR VALUES (q) (Lbs./L.F.)AND FLEXIBILITY FACTORS (F) 04 WELDS NUMBER SPAN TOTAL SLAB DEPTH DECK GAGE _OF SPANS &CONCRETE WT.psl 8 WT.psi F - 8 0'18'-6- 9'0'19'-6"`10'-0" 10'-6'111 0 1l'-6-112'-0'112'-6'I13'-0" 13'-6"I14%0'j14'-6"I15'•0" 22 1 246 183 163 145 ISO- "117 105'i---95 86 77 70 63 i 2 246 223 202 185 130 117 105 1 95 86 77 i 70 63 3 2461'223 202 185 170 117 105 1 95 j 86 77 1 70 63 1.9 yy 1710 1690 1670 1655 1640 1625 1610 1600 1590 1580 1570 1560 1--;- .49 .50- _ 50_ 51 .51 _.52 .52_ _ .53 53 .53 I _.53 .54 1 273 247 224 165 148 134 W 121 109 I 99 90 i 82 74 1 68 62 1 56 21 2 213 247 224 205 188 134 121 109 99 90 82 74 68 62 56 3 273 247 224 205 188 174 161 109 ! 99 90 . 82 74 68 62 56 2.1 q 1740 1715 1690 1675 1660 1640 1620 1610 11600 1590 1580 1570 1560 1550 1540 .46 .47_ .47 _.48 .48 _ .49 j^ .49 .50 .50_ .50 _.50 I _.50 .50 t 1 286 259 235 Ng 157 142 128 116 ; 106 96 87 i 80 73 66 60 20 2 286 259 235 215 197 182 128 116 1O6 1 96 I 87 80 73 fib 60 I 5 3 286 259 235 215 197 182 168 153 106 ; 9fi . 87 80 73 66 60 2.3 q 1760 1735 1710 1690 1670 1650 1630 1620 11610 1595 1580 1570 11560 ( 1550 1540 .44 .45 .4_6 .46 47_ .47_ __A7_ _.47 .48_( .48 .49 .49 .49 .49 128 1 q 1 _331 299 27299 272 249 228 197 .155 141 128 -117 107 - 98 90 1 83 76 83 76 42.3 3 3312 331T299 272 249 228 2249 228 11 195 181 1 169 153 1 107 98 ' 90 ! 83 16 2.7 q 1820 1790 1760 1735 1710 1690 1670 16155 j 1640 11625 1 1610 1595 1580 1570 1560 F _-.38_ .39 39___._.40 _.41 A2 .42 2 42 _ 43 i .43 I .44 1 .44 ( .4d 44 IS 6_ 298 273 250 231 159 169 1 144 132 121 1 111 102 94 I 87 18 2 3638 298 I 273 250 231 213 198 185 173 I 121 ' Ill 102 94 1 87 3 363 298 273 250 231 213 198 185 I! 173 157 140 i 102 94 87 2,9 V 1 1870 1835 1800 1 1775 1750 1725 1700 1680 1660 1645 1630 1620 j 1610 11595 11580 _ _i P _t .35 __.36 .36 37_ .38 .39 .39 _.39 .39 I_.10 ( .40 .41 .41 .42 .42_ 1 1-400 395T59 320 285 255 228 l 206 186 168 152 138 126 115 10516 1-2_ 400 395359 ( 320 285 255 228 206 186 168� 152 1,38 126 115 105 3 400 39559 320 285 255 228 206 186 168 152 138 126 115 105 3.5 2000 195510 1875 1840 1810 1780 1760 1740 3720 ` 1700 1680 1660 1645 1630 .29 .3031 .32__.32 .33_ .33 .34 .34 .35 I .35 .35 .35 ' .36 .36 1 270 199 1177 158 j 141 127 114 102.. -92� ,83 75 68 1- - 22 3 270 244 222 j 203 i 186 127 I 1114 4 102 92 83 75 68 1.9 " 1950 19M 1910 1895 1880 1865 1850 1840 1830 1820 11810 1800 _ 43 .44 .44 .44 I .45 ..45- __.45 .46 .46 .46 .46 .46 _ 21 1 29§ 270 200 179 161 ' 145 131- -118 -107�� .-91 j --88 80 72 ' 66 60 2 299 270 246 225 206 145 131 118 1 107 97 I 88 80 72 66 60 3 299 270 246 225 206 190 131 118 107 97 88 80 72 66 60 2.1 yy 1980 ` 1955 1930 1 1915 1900 1880 1860 1850 1840 1830 1820 ,IBIO 1 1800 : 1790 1780 _ F .40 I .41 Al 1 .41__ .41 .42. I .42 ,__ .43 I .43_ _ .43 I 43. -.44 I .44 I .44 I .44 r283 257 190 170 154 139 126 114 I 103 94 85 '78 71 54 5' �� 20 2 I 313 t 283 257 235 216 199 ' 139 126 114 103 I 94 1 85 78 71 64 /2 3 313 ' 283 257 235 216 199 184 I 126 114 103 94 85 78 71 64 G 2.: q f 2000 ,1975 1950 1930 11910 1690 11870 11855 11840 11830 11820 i 1810 11800 11790 11780 Q F _!r .38 ' .39 39 _.40 .40_ .41 .41 .41 .41 .42 .42 I .42 .42 .43 .43 1 6 115 105 97 48.4 _ _�9 2 I 362 Y 32T _29T 272 { 249 1 184 I 267` -152 138 t 126 1 115 105 97 88 1 81 3 f 362 327 297 272 ` 249 230 213 197 184 166 I 115 105 91 88 81 2.7 q 12060 2030 2000 1975 1950 1930 t 1910 1895 11880 1865 1850 1835 1820 1810 11800 _7-3 F_ _.34 .35_ .35 36 36_ .36 1 .35 .37 .37 __.38 I .38 .38 38 .39 .39 1 81 395 357 325 297�273 251 211 17C 155 1 142 130 119 110 101 i 93 {7 2 395 � 357 325 297 273 251 233 216 I 201 142 130 t 119 110 101 93 I 395 I 357 325 297 I 273 251 233 216 i 201 186 172 119 110 101 93 2.9 q 2110 2075 2040 2015 1990 1965 1940 1920 1900 1885 1870 1855 1840 ! 1830 1820 F 1.31_ 1 .32_ _•.32_,..33_I_-33 .34 .34 .35 _35 1 .35_ _._.35 .36__ _ .36 !__.36 .36 _I -- ---1--I 400 400 389 ° 356 i 327 301 279 259 222 179 164 152 140 129 i 120 2 400 400 399 1 356 327 301 279 259 241 225 211 I 198 1 140 129 i 120 16 3 400 400 389 1 356 327 301 279 259 241 225 i 211 ! 198 186 1 1fi6 1 120 q 2240 2195 2150 i2115 2080 2050 2020 2000 1980 1960 0 1940 ; 1920 1900 1 1885 1870 3.5 F j .26 .27_ _27 ( •28 .28_ _.29 _29 _30 _30 .30 1 .30 ! .31 .31 I .31 I _31 1 296 217 192 171 153 137 123 I 111 100 90 i 81 73 1 22 I 2 296 267 243 I 171 153 137 123 1' 100 90 1.204815 81 ' 73 3 296 267 243 t 222 204 137 123 111 1 100 90 73 1.9 i F (2190 2170 2150 12130 2115 21 DO 2085 2075 1 2065 (2005 4 1 2086.38 19__ .39_. I .39 :O .40 ,40_.,_,_ ..40 41 21 1 32T 29s 218 195 • 175 ; 157 141 ( 128 116 2 327 ( 295 269 245 175 157 141 128 116 105 1! 95 t 86 3 327 295 269 1245 I 225 208 141 1 128 11fi 105 I 95 86 yy 2220 2195 2170 2150 2130 2115 j 2100 2085 2075 '2065 20505 2045 2.1 F 35 ' .36 .36 .36��.31 37 .37_ __.38. .38_I--38 .I .38 _.38 ' I 1 342-309 281 ' 206-1 1,85 167 150 136 i 123 i 112 101 92 1 84 76 69 20 2 342 1 309 281 1 257 236 167 150 1 136 I 123 112 1 101 92 B4 76 69 6// I 3 342 1309 281 ; 257 I 236 217 I 200 136 ; 123 112 1 101 92 j 84 76 , 69 2.3 qq 2235 2210 2185 2160 2145 2125 2110 2095 12080 (20 70 2060 2050 j 2040 i2030 2020 f .34__.34_ 35 i ,35 _.3fi .36_I .-.36 _ -36.11 .37 .37 _I__.37 _I .31 1._ .37 .38 1 .38 1 394 l 357 324 299 272 251 181 164 149 136 124 114 ! 104 j 95 87 1 9 ` 2�394 f 357 324 1 296 272 251 232 164 1 149 136 124 i 114 , 104 i 95 87 54.4 I �3 394 1357 324 298 212 251 232 215 200 136 j 124 114 104 95 87 2.7 y 2295 '2265 2235 2210 2185 2165 2145 2130 2115 2100 '2085 i2070 2060 2050 2040 _ F__I .30_�.31 _.31 ,!_,31 .32 ,32 .32 _,33_ ..__33 .33 _ 33 __.34 _ _ .34 .34 .34 1 8 2 400 3" 354 ` 324 297 274 253 184 1 168 153 140 ; 129 118 108 100 400 1390 354 1324 297 274 253 235 168 153 140 1 129 118 108 100 3 400 390 354 324 297 274 253 235 219 205 ii 183 129 ! 118 ' 108 1DO qq 2345 2310 2275- 2250 2220 2200 2175 2155 2140 2125 I2110 1 2095 2080 (2070 2055 2'9 I F .28 1 .28 _.29 1 .29 .30 .30 _30_ .301 _31_ - .31 J 31 32 II .32 .32 ��-1� 400 j 400^ 400 `: 38T 355 327 3C3 281 262 193 177 163 151 139 129 16 2 1 400 400 400 : 387 1 355 327 303 281 ( 262 245 229 ; 163 151 1 139 129 3 1 403 . 400 400 387 1 355 327 1 303 281 262 245 229 1 215 j 200 139 129 3.5 q 2470 2425 2385 2345 12311 2285 22fi0 2235 2210 2190 '2175 2155 !2140 i2125 1 2110 F j .21 '24 �25_.•,_,25 I .25 L26 .26 .26 I .27 I .27 t .27 I 27 .27 i .26_=._2$_ TYPICAL FASTENER LAYOUTS SUN JOIST & DECK TYPE B DECK 2 1/2 6' r1 �� 1 1/2' 1 9/16' 3F 36/9 PATTERN 36/7 PATTERN 36/5 PATTERN 36/4 PATTERN .. 36/3 PATTERN . .ST[rtiPf'C4 1 SUN JOIST AND DECK TYPE - B - ROOF DECK Load tables were determined using the following Steel Deck Institute Formulas For bending and deflection: MOMENT DEFLECTION ONE SPAN M=wLA2/8 D-.013wL^4/EI TWO SPAN M=wL^2/8 D=.0054wLA4/El THREE SPAN M=wL^2/10 D=.0069wLAA/EI TYPE B ROOF DECK ' SECTION PROPERTIES P051TIVE NEGATIVE MOMENT SECTION SECTION OF MODULUS MODULUS INERTIA GAGE Thk WLPSF Sp (in^3) Sn (in^3) 1 (in A4) 22 0.0295 1.62 0.195 U.197 0.164 20 0.0358 1.97 0.258 0.245 0.210 18 0.0474 2.61 0.390 0.326 0.294 TOTAL UNIFORM LOAD ps AT INDICATED SPAN ONE SPAN CONDITION Gage Span 5'.0" 5'•6" 6-0" 6'•6" 71•0" 8'-0" 9'0" 10`0" 22 Bending 103 85 71 61 52 40 32 26 L/240 95 74 59 48 41 31 25 21 20 Bending 136 113 95 81 70 53 42 34 L/240 118 91 73 59 d9 36 29 24 18 Bending 206 170 143 122 105 80 63 51 L/240 162 124 98 79 65 47 36 29 TWO SPAN CONDITION 22 Bending 103 85 71 61 52 40 32 26 L/240 B B B B B B B B 20 Bending 136 113 95 81 70 53 42 34 L/240 B B B B B B B B 18 Bending 206 170 143 122 105 80 63 51 L/240 B B B B B B B B THREE OR MORE SPAN CONDITION 22 Bending 129 106 89 76 76 1 50 40 32 L/240 B B B B B 49 37 30 20 Bending 171 141 118 101 87 67 53 43 L/240 B B B B 84 60 45 35 18 Bending 257 212 179 152 131 100 79 6d L/240 B B 176 140 I I A 80 59 46 NOTES: l. Section properties based on AISI Design of Cold-Formed Steel 1986 edition and Addenda. 2. L/240 uniform loads include a 10 psf dead load, "B" indicates bending stress governs. 3. Fy=33 KSI. Sun Joist and Deck June 1996 Type HSB-36 High Shear B Deck-36" Wide Verco's New Standard B Deck Higher lateral load capacity Also available 24" or 30"wide with button punch or overlapping side lap an special order 31/2' 1 36' Overlapping side lap Weight (Lbs./Sq. Ft.) I +S L-S Gage prime r Galvanized (In') 1 (I0) (in3) Painted _-- 22 1.8 1.9 .183 .209 20 2.2 2.3 '233 t .271 I 271 18 2.8 2.9 i .338 .395 ` .395 16 3.4 3.5 .440, .502 f .502 VERTICAL LOADS (Lbs.ISq. Ft.) HSB•36 AND HSB•36 WITH SHEARTRANZ"' PRIME PAINTED OR GALVANIZED - -- Gage i I . - Span ..-— 5' 0' S'6' 6'0' 6'6" .l 6'8' T-0' T•6" 8-'4" 8'•6" 9'•0" I 9,6•__10,,0• 22 I s ( 105 86 73 62 59 53 46 j 41 38 36 e 95 71 55 43 _ i 40 34 28 23 20 _ 19 2n s 131 108 91 78 74 67 58 51 47 45 40 - ---- Simple a 115 88 68 53 49 43 35 28 25 24 20 Span 18 ' s ' 179 148 124 106 101 91 80 70 -65 62 55 50 45 e 164 123 95 75 70 60 48 40 35 33 28 23 20 16 s i 227 188 158 134 12B 116 101j 88 81 78 1 70 63 56 e I 204 153 '118 93 89 74 60 50 44 I 41 35_ 30 25 22 s 110 91 77 65 62 56 49 i 43 t 40 38- 34 i e Two 20 s 140 116 97 83 79 71 —62 i 55 50 48 43 39 �36 I Spans s 185 153 128 109 104 94 ; 82 t 72 67 1 64 t 57 I 51 46 18 e 16 s 230 190 160 136 129 117 102 90 83 79 i 71 I 63 57 22 s 138 114 96 82 78 70 61 54 I 50 48 43 e - - - 81 75 65 43 I -38 36 30 Three or 20 s 176 145 122 104 99 89 78 i 68 63 61 -54--- ^48 45 More e - - - 101 94 81 65 ' 54 48 45 38 32 25 Spans 18 s 232 191 161 132 127 118 103 90 -- -80 - -71- j -64 - 58 112 91 75 _ ! 66 62 52 45 38 s 288 238 200 170 I 162 1 146 128 112 103 99 89 80 72 16 e _ _ - - t- 162-I' 140 1 113 l 94 I- 83 ,r 78 65 I 56 48 See page 14.item 1 an how to use this table. VERCO MANUFACTURING CO. jj U LCRAFT 'r �1 .5 By Br , B , 131 Maximum Sheet Length 42'-0 Extra Charge for Lengths Under 6'-0 _1 Factory Mutual Approved (No. OC847.AM and OG1A4.AM)** -� ICBO Approved (No. 3415). - BI r 36„ r , y ► r SECTION PROPERTIES Fy = 33 ksi (80 ksi for 24 gage) Type Design weight(Lbs/Ft2) I Sp Sn Type B (wide rib) deck provides excellent structura' No. Thick Ptd. Galy. (In°/Ft) (In'/Ft) (In'/Ft) load carrying capacity per pound of steel utilized, 1.5B24 0.0239 1.36 1.46 0.121 0.120 0.131 and its nestable design eliminates the need for die- 1.5B22 0.0295 1.68 1.78 0.169 0.186 0.192 set ends. 1.5821 0.0329 1.87 1.97 0.192 0.213 0.221 1" or more rigid insulation is required for Type E �.■. 1.5620 0.0358 2.04 2.14 0.212 0.234 0.247 deck. 1.5B19 0.0418 2.39 2.49 0.253 0.277 0.289 :i 1.5818 0.0474 2'.72 2.82 0.292 0.318 0.327 Acoustical deck (Type BA, BIA) is particularly 1.512116 0.0598 3.44 3.54 1 0.373 0.408 1 0.411 1 suitable in structures such as auditoriums, schools, ACOUSTICAL DATA and theatres where sound control is desirable. Acoustic perforations are located in the vertica: Absorption Coefficients Noise Reduction webs where the load carrying properties are ` Type 125 1250 1500 1100012001400C Coefficient' negligibly affected (less than 5%). 1.5BA,BIA .51 1 .95 1.06 .98 .62 .27 .90 w1iinsulation' Inert, non-organic glass fiber sound absorbing ` .40 .86 1.05 .96 .55 .19 .85 w/o insulation baits are placed in the rib openings to absorb up tc ems"4 Source:Riverbank Acoustical Laboratories(test A78-15) 90%of the sound striking the deck. 'Test had small flutes lull of fiberglass insulation. v All tests were performed with 2'rigid insulation. Batts are field installed and may require I separation. ,.1 :y VERTICAL LOADS TYPE 1.513 .I Max.Span Allowable Total(Dead+Live)Uniform Load(Lbs./Sq.Ft.) =-..� No.of SDI Const.Load Spans Gage Span(ft.-in.) 26.6KSI p=//240 5-0 5-6 6-0 6-6 7-0 7-6 8-0 8-6 9-0 9-6 10-0 10-6 11-0 11-6 12-0 t 24 9-6 4-8 66 52 43 36 30 27 24 21 20 18 17 16 .11 15 •14 22 8-3 5-7 91 71 57. .47. ....40. . 34 30 27 24 22 20 19 . 18.,, 17 , 16 "+ 21 9-5 6-0 104 81 64 53 ' 44' 38 '33 29 26 24 22 20' '19'' '.18 1 T . 1 20 10-4 6-5 116 89 71 58 T 48 41 36 31 20 25 23 - 21 , `201= ,19 18 T 19 12 3 7 1 139 107 '85 69 48 42 36 32 29, 26 24rd 1.22};; 18 14-1 7-8 162 124 98 79. . .65' „ 55 -:47 41 36 32 29 ,26 .1 .24; .'.:22 21 16 18-1 8-8 206 157 A 23 '99 81 68 58 50 44 39 34 31 28 26` 24 24 11-9 5-10 126 104 87 74 64 47_41L_ad_ 2__29.. 27- :.24..j 23_ 1._. 22 10-1 6-11 102 85 71 61 52 46 40 35 32 28 26 23 21 19 18 21 11-7 7-4 118 97 82 70 60 52 46 41 36 33 29 27 24 22 20 4= 2 20 12-9 7-9 132 109 91 78 67 59 51 46 41 36 33 30 27 25 23 -4 19 15-1 8.5 154 127 107 91 79 69 60 53 48 43 39 35 32 29 27 18 17-4 9-1 174 144 121 103 89 78 68 60 54 48 44 40 36 33 30 16 22-2 10-3 219 1 181 152 1 130 112 97 86 76 68 61 55 50 45 41 38 24 11-9 5-10 _13LL 34 31 27 25 23 : 21:;, 20,, 19 22 10-1 6-11 128 106 89 76 85 50 44 39 34 31 28 -26 24 22 21 11-7 7-4 147 122 102 87 75 56 49 "42' '38 34 30- r"28,': '26; 24 3 20 12-9 7-9 165 136 114 97 84 ' 72 61 53 46 41 36 •33 -r30! .-27` 25 19 15-1 8-5 193 159 134 114 98 84 71 61 53 47 41 37: -34•; : 31 28 18 17-4 9-1 218 180 151 129 111 96 81 69 60 52 46 41 37, '34 31 16 22-2 1 10-3 1 274 1 226 1 190 1 162 1 140 1 119 1 100 1 85 1 73 1 64 1 56 4 NOTES: 1. Load tables are calculated using sectional properties based on the steel design thicknesses shown in the Steel Deck Institute(SDI)Design Manual. 2. Loads shown in the shaded areas are governed by live load deflection not in excess of 1/240 of the span.A dead load of 10 PSF has been included. 3. Fy=60 KSI for 24 gage.Fy=33 KSI for all other gages. "Acoustical Deck is not covered under Factory Mutual. 51 ---—----- ----------------------------------------------- P E T E R DATE: 12/05 GINTAUTAS PROD: SMOKEY PT N A L I S SUBJ: HOTEL, OFFICE, REST A . E . C PSF ROOF AND FLOOR LOADING ROOF: COMMERCIAL LL. . . . 25 psf GRVL. . 0 BUR. . . 2 TiJS. 2 SLOrE. DECK. . 2 H&E. . . 10 MISC. . 4 j'OT. . . 3 1, . . CLG. . . DL. . . . 31 psf �'L. . . . I psf COivC/S TL CONC/STL rL.0011;:UFF- 1Cc_ FLOOR:CORRIDORS FLOOR:HOTEL LL. . . . 50 psf LL. .. .100 psf LL. . .. 40 psf V-"T. . 20 PART. . 0 PART. . 20 f-f 2 FF. 2 FF. 2 r� JN. 2 SbFLf:. 2 SbFLR. 2 DECK. . 50 DECK. . 50 DECK. . 50 1rdSL. . 1 I NSL. . 1 I NSL.. 1 it&E. . . 4 M&E. . . M;.E. . . 4 'IT`C. . 4 MISC. . 4 MISC.. 4 jST. . . JS1,. . . 3 PM. . . J BM.. . 3 CLG. . . �1 1 CLG. . . 4 CLG... 4 ri_.. . �© psf DL. .. 75 p5T DL... 9 ;-psf .L. . . .143 psf TL. . ..175 psf TL. . ..133 psf ft- SEISMIC ANALYSIS BOTH DIR --------- ------------------------------------------------------- PETER SINTAUTAS PROJ:SPP, HOTEL BATE: 20-Nov-96 N A L I S SUBJ.- BIR: BOTH 4EWXNSXBOTH> A . E . C SEISMIC ANALYSIS UBC MIN ACT LEVEL TYPE L Y AREA PSF PSF 695 = k, story weight TYPE PSF DESCRIPTION ----- --- ----- - ---- -------==== ------ ----- ----- ------------------------------ ROOF W 204 10 2740 16 43.8 = EXT PALL WT (psf) R 20 = ROOF W1 (psf) HT= 10 P 204 10 7140 12 85.7 = PART (psf fl areal W 16 = EXT WALL WT (psf) FELON R 204 70 14280 20 235.6 = ROOF WT (psf) P 12 = PART (psf fl areal CW 230 10 2300 100 280.0 = 8' CONC WALL (psf) F 60 = FLOOR WT (psf) R 20 TR 18 = TILE ROOF (psfl R 20 CF 16 = GYPCR FLOOR (psf) R 20 CW 100 = 8' CONC WALL (psfl MIN ACT 0 80 = OTHER (osf) LEVEL TYPE L W AREA PSF PSF 1396 = k. story weight ----- ----- - = --- ------------------------- ----- ----- ------------------------------ 4-TH W 204 10 5480 16 87.7 = EXT WALL WT (psf) ENTER—) 64 = BUILDING WIDTH HT= 10 P 204 70 14280 12 171.4 = PART (psf fl area! BELOW f =04 10 14280 60 856.8 = FLOOR W1 (psf! +----------+ CW :30 10 2300 100 280.0 = V CONC WALL (psf) wt.= 695 ; ROOF F b0 +----------+ r 60 F 60 shear=122. k. MIN ACT LEVEL �;,, L W AREA PSF PSF 1396 = k. story weight +----------+ _____ ____ ____ _____ ___ ___ _________________________ w .= J 4-TN 3-RD W 204 70 5480 16 87.7 = EXT WALL WT (0sf) +----------+ HT= 10 P 204 10 14230 12 171.4 = PART (psf fl area) " FELON F 204 70 14280 60 856.0 = FLOOR WT (psf) shear=308. k. CV 230 10 2B00 100 280.0 = 8' CONC WALL (psf) F 60 +----------+ F 60 ; wt.=1396 ; 3-RD F 60 ------------ MIN ACT LEVEL TYPE W AREA PSF PSF 1467 = k. story weight shear=437. k. ----- ----- ---- ---- ----- --- --- ------------------------- ----- ------ - 2-ND 11 204 10 b516 16 105.2 = EXT WALL WT iasfl +----------+ HT= 12 P 204 7' 14230 12 171.4 = PART (osf fl areal wt.=1469 ' 2-ND ,BELOW 04 70 14280 60 856.8 = FLOOR WT (psf) +----------+ CN 280 12 3J60 100 336.0 = 2' CONC WALL (05f) F 60 5hear=511. k. F 60 " 60 l,lll!!!llll! r ��rni v�r � <{ 2 -_rr1L:<<�rMI� 1G4E �1;..c.{a:.4 .r<,seattle=3; _ O.JJ = I talc nary-Ductile 1 X I =IMPORTANCE fl>U.25X1.5,. 11.8 = Ft talc ----- 127.9 = Ft Aax 0 Ct; Rw zv`JCTIL1TV 3 = oly box less than 3-stories. 0.0 = Ft used if T ;.7 ----- e 6 = other liaht wood fraiina C b = tasonry shearwalls } 0.344 = ClRw talc 1.5 :{ S3 =SOIL PROFILE ! 1.5 = tediva stiff > =>0.015 = C/P.w yin 3.94 = C talc 0.30 = zone value 2.75 = C iax 1.00 = ieDortance 9.00 = ductility =il.107 = :IC= seisbic factor 2.75 = sall and fIexlbalxty ZIC/P.w = 0. 10 & V m a x = 511 . 1 k k1Ds ft-kias FLOOR ENTER ENTER S70RY SEISMIC OVERTURNING LEVEL FLOOR STORY SUM OF SHEAR SHEAR MOMENT ?EL"N NEIGHS 4EI":TT STORY HSS wlFt DIAGRAM DIAGRAM ------------- ----- ------- -------- -------- ----- ------------------------- -------------------------------- UPPER 305.1 ----- ----- ? 10 ft. 42 ft. 122.1 ++++ 4-TH 1395. k 122 ++++ 1221 ++ ----- ----- 1 10 ft. 32 ft. 136.8 ++++++++++ ++++ 3-RD 1395. k. 309 ++++++++++ 4310 +++++++ ----- ----- 4 10 ft. 22 ft. 128.4 ++++++++++++++ +++++++++++ 2-ND 1469. k 437 ++++++++++++++ 8684 +++++++++++++++ --•-- --- 1 12 f+., 12 ft. 13.7 +++++++++++++++++ ++++++++++++++++++++ 51I +++++++++t+++++++ 14817 ++++++++++++++++++++++++++ BIND ANALYSIS EAST-WEST DIR --------------------------- ------------------------ P E I E R DATE: 28-Nov GINTAUTAS PROJ: SPP, HOTEL N A L I S SUIJ:DIR: EY <EW><NS> A . E . C HIND ANALYSIS UIC wiod4 --------- ------------------------------------------------------------- PROUIDE THE FOLLOWING: MACROS ------------------------------------------------------ -- -------------------- C <--EXPOSURE FACTOR <C>(D> 1P TO PRINT W/O TEP.OS SHEAR STORY HT. 72 = BLDG LENGTH ----- (B> Build, forest >20ft. over 20Z Area w/i 1ti 2 //////111111 PARAPET/ROOF (C> Flat E Open, over 1/21i. 16.8 10.5 ;;; THIRD (D> flat, near open water 39.2 10.5 SECOND 59.0 10.5 FIRST 45.5 HEIGHT = MAX BUILDING HEIGHT 79.8 12 80 ((( MPH = DESIGN WIND SPEED 1 ((( 1 = OTHER and 1.15 = ESSENTIAL '-'-- story SUN h iid STORY STORY story SHEAR SHEAR MOMENT WIND PRESSURE SUMMARY STORY NAME ht z wide hts KIPS KIPS SHEAR DIAGRAM K-FT MOMENT DIAGRAM ------------------------------ ------------ ---- ---- ----- ----- ------ ------------- ------- -------------- Ce z Cq a 95 : I = PRESSURE PARAPET/ROOF 2 72 45.5 HEIGHT Ce "q 9s 1 psf fl ----- ---- - --- 43.5 16.8 16.9 ++ , ----- ---- --- --- --- ---- STORY-)THIRD 10.5 72 38.3 16.8 16.8 ++ 176 . 15 1.06 1.4 16.4 1.0 24.3 (= fl ----- ---- c --- 33.0 22.4 39.2 ++4+ + 20 1.13 1.4 16.4 1.0 25.9 (= STORY->SECOND10.5 72 27.8 22.4 39.2 4++4 588 ++ 25 1.19 1.4 16.4 1.0 27.3 (= fl ----- ---- t --- 22.5 20.6 59.0 +4+++++ 444+ 30 1.23 1.4 16.4 1.0 28.2 C= STORY-)FIRST 10.5 72 17.3 20.6 59.8 +444+++ 1216 ++4++ 40 1.31 1.4 16.4 1.0 30.1 (= fl ----- ---- - --- 12.0 20.0 79.8 ++++++++++ +++++++ -> 12 72 6.0 20.0 79.8 ++++++++++ 2173 ++++++++++ 60 1.43 :.4 16.4 1.0 32.8 STORY 80 1.53 1.4 16.4 1.0 35.1 fl ----- ---- - --- 100 1.61 1.4 16.4 1.0 37.0 STORY-) fl ----- ---- - --- EXPOSURE. HT, GUST FACTOR Ce ------------------------------ HEIGHT Ce Ce Ce ft B C D ----- ---- ---- ---- 15 0.62 1.06 1.39 20 0.67 !.13 1.45 25 0.72 !.19 1.50 30 0.76 1.23 1.54 40 0.84 1.31 1.62 60 0.95 1.43 1.73 80 1.04 1.53 1.81 f00 1.13 1.61 1.88 PRESSURE COEFFICIENT Cq ------------------------------ heiqht less than 40ft 1.3 height oreater than 40ft 1.4 WIND PRESSURE BASED ON MAXIMUM WIND SPEED ------------------------------ siles/9s = basic wind press ----- ------------------------ 70 12.6 nsf 80 16.4 psf 90 20,3 psf 1 25,6 "u if 110 31.0 Gsf 120 36.9 osf 130 43.3 psf ------------------------------ WIND ANALYSIS NORTH-SOUTH DIR --------- ------------------------------------------------------------- P E T E R DATE: 28-Nov GINTAUTAS PROD: SPP, HOTEL N A L I S SOBJ:DIR: HS (EY>(NS> A . E . C MIND ANALYSIS UBC wind4 --------- ------------------------------------------------------------- PRCVIDE THE FOLLOBINS: MACROS ---------------------------------------------------- -- -------------------- C --EXPOSURE FACTOR (B>(C>(D> 1P TO PRINT W/O ZEROS SHEAR STORY HT. 204 = BLDG LENGTH ----- (B> Build. forest >20ft. over 202 Area w/i lei 2 //////111111 PARAPET/ROOF (C> Flat A Open, over 1/21i. 47.6 10.5 THIRD (D> flat, near open water 111.2 10.5 SECOND 169.4 10.5 ;;;;;;;;';;; FIRST 45.5 HEIGHT = MAX BUILDING HEIGHT 226.0 12 80 0<; MPH = DESIGN MIND SPEED 1 ((( 1 = OTHER and 1.15 = ESSENTIAL ----- story SUM 6 aid STORY STORY story SHEAR SHEAR MOMENT MIND PRESSURE SUMMARY STORY NAME ht x wide hts YIPS KIPS SHEAR DIAGRAM K-FT MOMENT DIAGRAM ------------------------------ ------------ ---- ---- ----- ----- ------ ------------- ------- -------------- %e Ca x gs x I = PRESSURE PARAPET/ROOF 2 204 d5.5 HEIGHT Ce Cp 9s I psf fl ----- ---- Y --- 43.5 47,6 47.6 ++ ----- ---- --- ---- --- ---- STORY-,THIRD 10.5 104 38.3 47.6 47.6 ++ 500 . 15 1.06 1.4 16.4 1.0 24.3 (= fl ----- ---- x --- 31.0 63.6 111.2 ++++ + 20 1.I3 1.4 16.4 1.0 25.9 (= STORY->SECOND10.5 204 27.8 63.6 111.2 ++++ 1667 ++ 25 1.19 1.4 16.4 '..0 27.3 (= fl ----- ---- z --- 12.5 58.3 167.4 +++++++ ++++ 30 1.23 1.4 16.4 1.0 28.2 (= STORY->FIRST 10.5 204 17.3 19.3 169.4 +++++++ 3446 +++++ 40 1.31 1.4 16.4 1.0 3LI (= fl ----- ---- x --- 11.0 56.6 226.0 ++++++++++ +++++++ 60 1.43 1.4 16.4 1.0 32.9 STORY-), 12 204 6.0 56.6 226.0 ++++++++++ 6153 ++++++++++ 80 1.53 1.4 16.4 1.0 35.1 fl ----- ---- x --- 100 1.61 1.4 16.4 1.0 37.0 STORY-, fl ----- ---- I --- EXPOSURE. HT. GUST FACTOR Ce -HEIGHT Ce Ce Ce ------ it B ", D ----- ---- --- ---- 15 I.J9 20 0.67 1.13 1.45 25 -v.72 1.19 1.50 30 0.16 1.23 1.54 -0 0.84 1.31 1.62 50 0.95 1.43 1.7) EO 1.04 1.53 1.81 100 1.13 1.61 1.88 PRESSURE COEFFICIENT Cq ------------------------------ heiqht less than 40ft 1.3 height greater than Oft 1.4 WIND PRESSURE BASED 05 MAXIMUM VINE SPEED ----------------------------- iiles!Di = bask wind press ----- ------------------------ 70 12.6 osf 80 16.4 psf 90 20.8 osf 100 25.6 osf 110 31.0 psf 120 36.? psf 130 43.3 esf ------------------------------ 1 I i I 1 t .. �� STRUCTURAL CALCULATIONS July 23, 1997 HOTEL AND OFFICE COMPLEX FOR SMOKEY POINT PROPERTIES AT ARLINGTON WA WORK INCLUDED: LATERAL & GRAVITY DESIGN WORK BY OTHERS: NONE FOR: GARY PARKINSON ARCHITECTS 2812 COLBY AVENUE SEATTLE WA 98201 (206)252-2153 P E T E R G I N T A U T A S N -A L I S A E C 4552 51 AVENUE NE SEATTLE WA 98105 TEL: (206)527-7073 T U IVA A S w � /Y op ISTF, SfONAL ECG J U L 2 4 1997 EXPIRES PLANNING DEVELOPMENT SERVICES • LAND USE DIV. 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Joe Na ------------ INN AT SEVEN LAKES PLAZA FIGURE 2 SITE PLAN 444k Snohomish County Planning and Development Services Robert J.Drewel AFFIDAVIT OF NOTIFICATION County Executive M/S#604 3000 Rockefeller Avenue Everett,Wa 98201-4046 (206)388-3311 FAX(206)388-3872 FILE NUMBER: 96 109763 APPLICANT: Smokey Point Properties DOCUMENT: NOTICE OF APPLICATION I, Roxanne Reale, Secretary, Planning and Development Services, certify under penalty of perjury under the laws of the State of Washington that: 1. 1 have been authorized by Planning and Development Services, to mail and publish notices of application as required by Snohomish County Code. 2. 1 have made a good-faith effort to mail the above-described document to each person entitled thereto. The names and addresses of the persons to whom I mailed said document are listed on the sheet(s) attached hereto. 3. The total number of notices was 31 and said notices were mailed on November 20, 1996. 4. Said notice was faxed to the official county newspaper (The Herald) on November 20, 1996. A copy of said publication is attached hereto and appeared in said newspaper on November 22, 1996 Signed at Everett, Washington on November 20, 1996. (Signature) BAFFIDAVIT recycled paper i SCDLUR21 REQFORMR D1 VM /SP CONVERSATIONAL SYSTEM i. REQUEST FOR DATA PROCESSING SERVICES To : Information Services From : Margaret Irvine Attn : Operations Dept : PDS Tel : X 2267 Run#SCDLUR21 Date Desired:ASAP Control# - Date Completed _ Authorized Signature ADDRESS LABELS(AIF SITE ADDRESSES FOR MORTGAGE COMPANIES AND ADDRESSES FOR TAXPAYERS OF RECORD)AND LEGAL DESCRIPTIONS Labels to be sorted by:nam or zip code(circle one). -• Literal to be used for second address line on mortgage accounts:or resident ( maximum of 30 characters ). Ccl ro h nu r: 3 0 � � Y code m!H � y Set (s) of 3-up address labels requested for ea'ch•'labet code~ Number of legal description hard copies :,i� - - - - - - - - - - - - - - - -- - - - - - - - - - ----A4.1",-- - - - - - - - - - -- -- - ------------ -- ----- THE FOLLOWING INFORMATION IS FOR PDS OFFICE USE ONLY Planner/Site Reviewer: Beginning subject property account number: PDS Tracking File Number: I I Snohomish County Planning and Development Services Robert J.Drewel County Executive M/S#E604 PUBLICATION DATE: November 22, 1996 3000 Rockefeller Avenue Everett,Wa 98201-4046 NEWSPAPER: The Herald FAX(206)388-3311 (206)388-3872 ATTENTION: Laresa Knowles FROM: Roxanne Reale, Commercial Secretary SUBJECT: Legal Advertising NOTICE OF APPLICATION We would like the attached advertisement published in the legal section of your newspaper on or before the date noted above: BILLING(S) FOR PUBLICATION SHOULD BE SENT TO: Mr. Ross Jameson, Gary Parkinson Architects 2812 Colby Avenue Everett, Washington 98201 (206) 252-2153 Please send TWO (2) sets of AFFIDAVITS OF PUBLICATION TO: Roxanne Reale Planning and Development Services Building Division, Mail Stop 604 3000 Rockefeller Everett, Washington 98201 Thank you. B:NOAPUB recycled paper 4414 Snohomish County Planning and Development Services Robert J.Drewel November 20, 1996 County Executive M/S#E604 3000 Rockefeller Avenue Everest,Wa 98201-4046 (206)388-3311 F Mr. Ross Jameson AX(206)388-3872 Gary Parkinson, Architects 2812 Colby Avenue Everett, Washington 98201 Re: Smokey Point Properties 16710 Smokey Point Boulevard Arlington, Washington 98223 Tax Account Number: 293105-1-017-0004 Project Tracking Numb-er: 96 109763 Dear Mr.Jameson: Enclosed please find two copies of the Notice of Application that was created for the above referenced file. When you applied for your Commercial building permit you were given two large signs (approx. 2' x 4') to post on your proposed site. Snohomish County Ordinance No. 93-158 mandated you to place the signs in a conspicuous location on the street frontage or point of access to the property and send back a Verification of Posting Statement within fifteen days. To fulfill Snohomish County's qualifications of posting we need you to place a copy of the enclosed Notice of Application on each of these signs and return a Verification of Posting Statement to our office within fifteen days of receipt of this letter. If you have any questions I can be reached at(206) 388-3311 extension 2570. Sincerely, 0 Roxanne C. Reale Commercial Secretary Enclosures Certified: P 267 217 356 re^ycled paper £9MQT % v sarp 1 I�?4I �l� 0 oleo Jo ved CI) 00 $ sesd 9 a6eisod 1V1O1 p SSOJPPV spassaippv q'asep D 'wUA of kw#4S 1dia>ay=1911 PeJanpeo eleO V WOW ol6wrnoyS ld"M wnlad cn eej AJeAllea POPP>sey 98j AJBAIIBQ IeDBd$ BBj papso $ e6elsod lQZ� P03dIZ4 oletS'oo!lalCjl7od kfl-d J CD aYiS Ljosairr CSSO 01 j aslanoj aeS pew leUoliewelul Joi esn lou o(1 •PePUad e6eJenOC)eouginsul ON IieW paiji:pa3 ao;}dIGDGM eolAJeS lelsOd sn 9SE LT2 L92'd i 1i - 1 VERIFICATION OF POSTING STATEMENT 1 . t Pursuant to Snohomish County Ordinance No. 93-158, effective January 14, 1994, an applicant is required to post a sign or signs as specified by the ordinance and the posting notice handout provided at the time of application. Such posting is required to occur within five (5) working days of filing an application with Snohomish County. Please complete the following verification statement and return it to Snohomish County Planning and Development Services within fifteen (15) days of application. If verification of posting is not returned to the department within fifteen days, the ordinance specifies that the department shall discontinue processing of the permit application until such verification is received. VERIFICATION OF POSTING Project File No. l C� /619 Posted this 0� day of 101&11yyel e , 19 ® 1 hereby verify that I have posted, within five (5) days of the County's acceptance of filing, two or more signs which meet county standards as specified in Snohomish County Ordinance No. 93-158. Said signs are posted at the following location: IK 7/&,g Signature HAY-L4 Ay) HoaL-4 NaMe (Please Print) RETURN TO .%landu"WaW RsrisW 12R1/94 4 VERIFICATION OF POSTING STATEMENT Pursuant to Snohomish County Ordinance No. 93-158, effective January 14, 1994, an applicant is required to post a sign or signs as specified by the ordinance and the posting notice handout provided at the time of application. Such posting is required to occur within five (5) working days of filing an application with Snohomish County. Please complete the following verification statement and return it to Snohomish County Planning and Development Services within fifteen (15) days of application. If verification of posting is not returned to the department within fifteen days, the ordinance specifies that the department shall discontinue processing of the permit application until such verification is received. VERIFICATION OF POSTING Project File No. (2 P Posted this day of IV6I/FM jTE k I hereby verify that I have posted, within five (5) days of the County's acceptance of filing, two or more signs which meet county standards as specified in Snohomish County Ordinance No. 93-158. Said signs are posted at the following location: Sign ture Name (Please Print) RETURN TOOrV/('!� ie,L%lJ�f��/itJ I a:1l6ndu&a\datatpostma t - Rw4Wed 6111196 i :� ., AIA14"Ll Snohomish County Planning and Development Services Robert I Drewel County Executive M/S#604 PUBLICATION DATE: November 27, 1996 3000 Rockefeller Avenue Everett,Wa 98201-4046 (206)388-3311 NEWSPAPER: Arlington Times FAX(206)388-3872 ATTENTION: Judith FROM: Roxanne Reale, Commercial Secretary Cl inirt-T: I egal AeAvorticinoa NOTICE OF APPLICATION We would like the attached advertisement published in the legal section of your newspaper on or before the date noted above: BILLING(S) FOR PUBLICATION SHOULD BE SENT TO: Mr. Ross Jameson, Gary Parkinson Architects 2812 Colby Avenue Everett, Washington 98201 (206) 252-2153 Please send TWO (2) sets of AFFIDAVITS OF PUBLICATION TO: Roxanne Reale Planning and Development Services Building Division, Mail Stop 604 3000 Rockefeller Everett, Washington 98201 Thank you. B:NOAPUB recycled paper NOTICE OF APPLICATION November 20, 1996 APPLICATION: On November 5, 1996, an application for Hotel Complex with Conference Center and Restaurant was filed with Snohomish County Planning & Development Services (PDS). Said application will be determined to be complete as of December 2, 1996, pursuant to SCC 32.50.040(1)(a). The building and/or grading permit application(s) and complete case file are available for review at the Department of Planning & Development Services, Building Division, County Administration Bldg., 5th Floor, 3000 Rockefeller Ave. M/S #604, Everett, Washington, 98201. This notice starts a twenty-one day public and agency comment period, pursuant to SCC 32.50.060(2). interested parties may comment on the application, receive additional notice participate in public hearings (if P Y pp , p--- - p- - p g any), and receive copies of decisions on the project by submitting a specific request to the address above. Please contact the project manager listed below if you need information regarding appeals. APPLICANT: Smokey Point Properties FILE NUMBER: 96 109763 PROJECT ADDRESS/LOCATION: 16710 Smoky Point Boulevard Arlington, Washington 98223 PROJECT DESCRIPTION: 119,600 Square Foot Hotel Complex with Conference Center and Restaurant FOR FURTHER INFORMATION: Contact Monica Mclaughlin, Department. of Planning & Development Services, Building Division, at(206) 388-3311, extension 2144. BA96109763.DOC Affidavit of Publication STATE OF WASHINGTON, r:9 COUNTY OF SNOHOIviISH, NOTICE OF APPLICATION November 20.1996 APPLICATION:On November 5.1998 an application for Hotel Complex o l Center and cil with Snohomish County Plannig A DevloGGment Services (PDS). The undersigned, being first duly sworn on oath deposes and says Said application will be etermined o be complete as of December 2,1996.pursuant to SCC 32.50.040(t)(a). The building and I or grading permit applications and complete that she is Principal Clerk of THE HERALD, a daily newspaper Case file are available for review at the Dept. of Planning6 Development Services Building Division,County Administraon printed and published in the City of Everett, Count of Snohomish, Bldg.. 5th Floor, 3000 Rocks oiler Ave. MIS 0004. Everett, P P Y Y Wash.90201. This notice starts a twenty-one dayy ppublic and agency commanl and State of Washington; that said newspaper is a newspaper of period.pursuant to SCC 32.60.080(2). Interested parties may comment on the application I receive additional notice participate In public hearings (if any), and receive Copies 01 general circulation in said County and State; that said newspaper dacislons on the pproject by submitting a specific reques to the address ed nformaation contact arding the projectmanager listed below has been approved as a legal newspaper by order of the Superior APPLICANT:Smokeyy Point Properlpes FILE NO.:96-109763 - Court of Snohomish County and that the notice......... PROJECT ADDRESS I LOCATION: 16710 Smokey Point Boulevard Arlin ton Washin ton 98223 FOR PROJFUR EC 0HERRINFORMATION: Contact MonicaIPT ON:119,600 Square Foot oMcLaughlin, NOt1C.. of Application tel with Conference Center and Restaurant. Department of Planning 6 Development Services, Building Division,at 388.3311,extension 2144. Published:November 22,1998. Smokey Point Properties ..................................................................z...............................................-..............-. File No. : 96-109763 ........................................................................ . _ . ..................................... ..... .. a printed copy of which is hereunto attached, was published in said newspaper proper and not in supplement form, in the regular and entire edition of said paper on the following days and times, namely: November;_22, 1996 ..................................................................................................................•---. .......................... . ..................................................................................................... . and that Pi n wspaper was regularl , istributed to its subscribers during a id period. V ..... ........................ incipal Clerk Subscribed and sworn to before me this.........22nd day November lg 96 ............................ .... ....Y _....... ...... Notary Public in and for the a of Washin..ton, residing at Everett, Snoho Ish Co nty. RECEIVED '�',bE J ql t997 Qj oxSS10N ffiP�9�.t� Rl�tol�t►T.(�� t pr`rl✓LQPMENT NOTARY DIV. N pU a LOG 2 a 5-19.98 �O OF WASA\� B-2-1 i } ENVIRONMENTAL CHECKLIST JURISDICTION: Snohomish County DATE SUBMITTED: July 1995 1. Name of proposed project, if applicable: Hotel/Office Complex 2 . Name of Applicant: Smokey Point Properties/Ralph Monty 3 . Address and phone number of applicant and contact person: APPLICANT: CONTACT PERSON: Smokey Point Properties Contact: Ralph Monty Gary Parkinson, Architects 17215 Smokey Point Drive 2812 Colby Avenue Arlington, WA 98223 Everett, WA 98201 (360) 693-4555 (206)252-2153 4. Date checklist prepared: July 27, 1995 5. Agency Requesting Checklist: Snohomish County Community Development 6. Proposed timing or schedule (including phasing, if applicable) : Construction March 1996 to September 1996 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. No Page - 1 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal: If yes, explain. No , 10. List any government approvals or permits that will be needed for your proposal, if known. Building Permit; Grading Permit; R.O.W. Use Permit; Hydraulic Project Approval 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description. ) Project consists of a 4-story, 99 room hotel of approximately 56, 700 sq. ft., a 4-story office building of approximately 51,000 sq. ft., and a one-story connecting wing between the two of approximately 13,200 sq. ft. There will be a restaurant, coffee shop, swimming pool, and retail spaces. Site contains approximately 225,000 sq. ft. 12 . Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s) . Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. Approximately 112 mile south of Smokey Point and I-5 interchange on the east side of I-5 between I-5 and Smokey Point Boulevard. Site access from Smokey Point. TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (underline one) : flat, rolling, hilly, steep slopes, mountainous, other o b. What is the steepest slope on the site (approximate percent slope) ? 1� Page - 2 TO BE COMPLETED BY APPLICANT EVALUATION F01 AGENCY USE ONLY C. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck) ? If you know the classification of agricultural soil, specify them and note any prime farmland. Custer fine sandy loam d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No unstable soils are known in the immediate vicinity. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Approximate grading quantities to achieve design grades. Cut 6,800 cu. yds; Fill 11, 700 cu. yds. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. No, not with erosion control & sediment plan g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings) ? Approximately 75% of the site will be covered by impervious surfaces. h. Proposed measures to reduce or control erosion or other impacts to the earth, if any. Construct approved temporary erosion/ sedimentation facilities, such as sediment trap, detention basin and straw bale check OAMS, permanent landscaping such as turf, beauty bark, and hydroseed. Page - 3 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 2 . AIR a. What types or emissions to the air would result from the proposal (i.e. , dust, automobile, odors, industrial wood smoke) during construction and when the project is completed: If any, generally describe and give approximate quantities, if known. Normal construction equipment exhaust. b. Are there any off-site sources of e iuissssivns or odor that may affect your proposal? If so, generally describe. No C. Proposed measures to reduce or control emissions or other impacts to air, if any: None 3 . WATER a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands) ? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. No 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None Page - 4 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. No 5) Does the proposal lie within a 100- year floodplain? If so, note location on the site plan. No 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No b. Ground: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities, if known. Storm drainage will be collected, treated per County requirements and discharged to infiltration basin on site. No increase in discharge will occur over existing conditions. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals: agricultural, etc. ) . Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable) , or the number of animals or humans the system(s) is(are) expected to serve. None, sanitary waste to be discharged to sewer system. Page - 5 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY C. Water Runoff (including storm water) : 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known) . Where will this water flow? Will this water flow into other waters? If so, describe. Stormwater runoff will be collected in a storm drainage system utilizing catch basins. Oil water separators will treat runoff prior to the infiltration system. The infiltration system is sized for the 7 n^^ -...,.... A r r ear Ty —r—F 7-T 1110 y . ►7 l storm event. sul a%/le L geAAl .y V Y GI J.J-V" system will direct overflow to the existing drainage system to the North. Approximately 9, 769 cu. ft. of storm water stroage has been provided for the infiltration system. 2) Could waste materials enter ground or surface waters? If so, generally describe. No, not if properly maintained. d. Proposed measures to reduce or control surface, ground and runoff water impacts, if any: Oil water separators have been provided to treat storm runoff prior to infiltration. No runoff water impacts are anticipated with the development of this site. 4. PLANTS a. Check or underline types of vegetation found on the site: X deciduous tree: alder, maple, aspen, other X evergreen tree: fir, cedar, pine, other X shrubs X grass pasture crop or grain wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other: water plants: water lily, eelgrass, milfoil, other other types of vegetation Page - 6 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY b. What kind and amount of vegetation will be removed or altered? Miscellaneous scrub maples and alders, shrubbery and native grasses. C. List threatened or endangered species known to be on or near the site. None d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any. Appropriate landscaping will be planted in accordance with all applicable codes and ordinances. Based on impervious site coverage, there will be 24,223 s.f. of landscaping provided plus applicable landscape buffers. 5. ANIMALS a. Underline any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songbirds, other: mammals: deer, bear, elk, beaver, other: fish: bass, salmon, trout, herring, shellfish, other: b. List any threatened or endangered species known to be on or near the site. None C. Is the site part of a migration route? If so, explain. No d. Proposed measures to preserve or enhance wildlife, if any: None Page - 7 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Natural gas for heating and laundry facilities; electric for lights. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No C. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Designed in accordance with the Washington Energy Code and Uniform Building Code. 7 . ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. No 1) Describe special emergency services that might be required. None 2) Proposed measures to reduce or control environmental health hazards, if any: None Page - 8 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, aircraft, other) ? Traffic 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (i.e. : traffic, construction, operation, other) . Indicate what hour noise would come from the site. Short term - About 90 dBa maximum during normal construction period. Long term - About 30 dBa from occasional automobile traffic. 3) Proposed measures to reduce or control noise impacts, if any: None 8. LA14D AND SHORELINE USE a. What is the current use of the site and adjacent properties? Commercial b. Has the site been used for agriculture? If so, describe. No C. Describe any structures on the site. Temporary sales models of log cabin structures. d. Will any structures be demolished? If so, what? No, log cabin models will be disassembled and moved. e. What is the current zoning classification of the site? GC Page - 9 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY f. What is the current comprehensive (,,(tun 1 n(/L(,(,Ofl'ld- G PP plan designation of the site? Induu* 0 �,� hW (0utl�� W!/r �t (w a p / g. If applicable, what is the current shoreline master program designation of the site? Not applicable h. Has any part of the site beer+ classified as an "environmentally sensitive" area? If so, specify. No i. Approximately how many people would reside or work in the completed project? Approximately 200 maximum. j . Approximately how many people would the completed project displace? None k. Proposed measures to avoid or reduce displacement impacts, if any: Not Applicable 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Building Permit; existing landscape ordinances. 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low income housing. None Page - 10 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low income housing. None C. Proposed measure to reduce or control housing impacts, if any: None 10. AESTHETICS a. What is the tallest height of any proposed structure(s) , not including antennas; what is the principal exterior building material(s) proposed? 45'-011; brick, dryvit, and glass. b. What views in the immediate vicinity would be altered or obstructed? None C. Proposed measures to reduce or control aesthetic impacts, if any: Project will be designed to be a first-class hotel and Class-A office space. 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Exterior lighting consistent with surrounding uses and local codes. b. Could light or glare from the finished project be a safety hazard or interfere with views? No C. What existing off-site sources or light or glare may affect your proposal? None Page - 11 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY d. Proposed measures to reduce or control light and glare impacts, if any? None 12 . RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? Twin Lakes, Arlington airport b. Would the proposed project displace any existing recreational uses? If so, describe. No C. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: None 13 . HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. No b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None C. Proposed measures to reduce or control impacts, if any: None Page - 12 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 14. TRANSPORTATION a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. I-5, Smokey Point Boulevard b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Yes (Bus #210) C. How many parking spaces would the completed project have? How many would the project eliminate? 341 parking spaces - 0 eliminated. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private) . No e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. Per trip generation manual: Hotel - 8 . 7 per occ. room x 99 = 861 ! r�rcf f f/G Restaurant & Hotel Services 96.51 x 7.1 = 685 ,,1 I Office Bldg. 16.58 x 52 .3 = 867 .Elf tlV/ g. Proposed measures to reduce or control transportation impacts, if any: Traffic impacts from this development are being G � met by our R.I.D. assessment previously paid per Snohomish County code. �u16C uw wr 1"16 � Page - 13 /Ittr nee) !)�1 O- TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other) ? If so, generally describe. Obviously the fire and police departments would have to be aware of this project, however there would be no deed Co increase their respective manpower requirements. \- Pro._ 1 J____ 1___7 u. rrc�Yc�seu measures Vc duce yr conVr direct impacts on public services, if any: None 16. UTILITIES a. Underline utilities currently available at the site: electricity; natural gas; water; refuse service; telephone; sanitary sewer; septic system; other: private well b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Power: Snohomish County P.U.D. Water/Sewer: City of Marysville Natural Gas: Washington Natural Gas Telephone: GTE of the Northwest C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: �o Date Submitted: Page - 14 NOTICE OF DETERMINATION OF NONSIGNIFICANCE Local File Number: 96-109763-000-00-CP Applicant: Smokey Point Properties Contact Person: Ross Jameson Gary 16404 Smokey Point Blvd. Suite 301 Gary Parkinson, Arlington, WA 98223 Architects 2812 Colby Av. Everett, WA 98201 DESCRIPTION OF PROPOSAL: Construct a 119,600 square foot hotel and office complex on a 5 acre site zoned General Commercial (GC). The project consists of a 4-story, 99 room hotel approximately 56,700 sq. ft., a 4-story office building approximately 51,000 sq. ft, and a one-story connecting wing between the two approximately 13,200 sq. ft. Three hundred forty one parking stalls will be provided for the development. Provision has been made for future access from the parking lot to the adjoining property to the north, when that property is developed. Grading to accommodate the proposed building and drainage system is 6,800 cubic yards excavation and 11,700 cubic yards fill. There are no wetlands on the property. Location of Proposal: 16710 Smokey Point Blvd. Arlington, WA 98223 Located in the NE quarter section of: Section: 29, Township: 31 N., Range: 5 E., W.M. Tax Account Number: 293105-1-017-0004 Lead Agency: Snohomish County Planning and Development Services THRESHOLD DETERMINATION: The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) IS NOT required under RCW 43.21 C.030(2)(c). This decision was made after review by Snohomish County of a completed environmental checklist and other information on file with this agency. This information is available for public review upon request. This Determination of Nonsignificance is issued under WAC 197-11-340 (2) and is subject to a 15 day comment period and a concurrent 14 day appeal period. Written comments may be submitted to the lead agency at the address below. Comments must be received 15 days from the date of issuance of this DNS, publication of notice, or posting of the property, WHICHEVER OCCURS LATER. APPEALS: This DNS may be appealed pursuant to the requirements of Section 23.40.022 SCC and Chapter 2.02 SCC, within 14 days from the date of issuance of this DNS, publication of notice, or posting of the property, WHICHEVER OCCURS LATER. Any appeal must be addressed to the County Hearing Examiner, accompanied by a filing fee of$100.00, and be filed in writing at the Public Assistance Counter on the Fifth Floor, County Administration Building, Everett, WA. The appeal must contain the items set forth in Subsection 2.02.125(2)SCC. Contact Person: Monica McLaughlin (425) 388-3311 extension 2144 Responsible Official: Stephen Holt, Director Planning and Development Services Address: M/S 604, Administration Building, Fifth Floor 3000 Rockefeller Avenue, Everett, Washington 98201 s.Vormba n k\comm\1090.doc Page 11 APPEALS: This DNS may be appealed pursuant to the requirements of Section 23.40.022 SCC and Chapter 2.02 SCC, within 14 days from the date of issuance of this DNS, publication of notice, or posting of the property, WHICHEVER OCCURS LATER. Any appeal must be addressed to the County Hearing Examiner, accompanied by a filing fee of $100.00, and be filed in writing at the Public Assistance Counter on the Fifth Floor, County Administration Building, Everett, WA. The appeal must contain the items set forth in Subsection 2.02.125(2)SCC as follows: a) specific identification of the determination being appealed (including the local file number) and a complete copy of the document being appealed must be filed with the appeal; b) specific identification of the county code provision which authorizes the appeal (Section 23.40.022 SCC); c) the specific grounds upon which the appellant relies, including a concise statement of the factual reasons for the appeal and, if known, identification of the policies, statutes, and codes or regulations that the appellant claims are violated. A specific listing of the environmental elements alleged to be inadequately or inappropriately addressed in the environmental document and the reasons therefore shall be included; d) name, mailing address and daytime phone number of each appellant together with the signature of at least one of the appellants or of the attorney for the appellant(s), if any; e) name, mailing address, daytime phone number and signature of the appellant's agent or representative, if any; and f) required filing fee of$100.00. Please note that failure to file a timely and complete appeal including all the above items shall constitute waiver of all rights to an administrative appeal under county code. Contact Person: Monica McLaughlin (425) 388-3311 extension 2144 Responsible Official: Stephen Holt, Director Planning and Development Services Address: M/S 604 County Administration Building, Fifth Floor 3000 Rockefeller Ave. Everett, Washington 98201 Signature: Date: 3 s.Vormba nkkomm\1090.doc Page 2 DETERMINATION OF NONSIGNIFICANCE Local File Number: 96-109763-000-00-CP Applicant: Smokey Point Properties Contact Person: Ross Jameson;Gary 16404 Smokey Point Blvd. Suite 301 Parkinson, Architects Arlington, WA 98223 2812 Colby Av. Everett, WA 98201 DESCRIPTION OF PROPOSAL: Planning and Developrent Services has completed environmental review for a proposal to construct a 119,600 square foot hotel and office complex on a 5 acre site zoned General Commercial (GC). The project consists of a 4-story, 99 room hotel approximately 56,700 sq. ft., a 4-story office building approximately 51,000 sq. ft, and a one-story connecting wing between the two approximately 13,200 sq. ft. The site is accessed via a shared driveway from Smokey Point Boulevard, which also serves a medical clinic, a car dealership and mobile home storage yard. Three hundred forty one parking stalls will be provided for the development. The parking area will be landscaped and provision has been made for future access from the parking lot to the adjoining property to the north, when that property is developed. Grading to accommodate the proposed building and drainage system is 6,800 cubic yards excavation and 11,700 cubic yards fill. Stormwater control incorporates the use of infiltration trenches and water quality will be maintained by oil separators in catch basins. There are no wetlands on the property. Water and sewer service is available for the proposed development. Traffic impacts will be mitigated by participation in the Smokey Point RID #24 and by fee payments to the Washington State Department of Transportation (WSDOT). Location of Proposal: 16710 Smokey Point Blvd., Arlington, WA 98223 Located in the NE quarter section of: Section: 29, Township: 31 N., Range: 5 E., W.M. Tax Account Number: 293105-1-017-0004 Lead Agency: Snohomish County Planning and Development Services THRESHOLD DETERMINATION: The lead agency for this proposal has determined that it does not have a probable, significant adverse impact on the environment. An environmental impact statement (EIS) is NOT required under RCW 43.21 C.030(2)(c). This decision was made after review by Snohomish County of a completed environmental checklist and other information on file with this agency. This information is available for public review upon request. This Determination of Nonsignificance is issued under WAC 197-11-340 (2) and is subject to a 15 day comment period and a concurrent 14 day appeal period. Written comments may be submitted to the lead agency at the address below. Comments must be received 15 days from the date of issuance of this DNS, publication of notice, or posting of the property, WHICHEVER OCCURS LATER. s:Vormbankkomm\1090.doc Page 1 Conservation Service, soils at the development site consist of Custer Fine Sandy Loam. Data from soil logs reported in a geotechnical report by Nelson-Couvrett and Associates indicates that a layer of sandy fill approximately 4.5 feet deep has been placed throughout the site over the native soil. There are no regulated wetlands on the property. Stormwater is absorbed into the ground, evaporates into air or sheet flows to the property to the north. b. Project Impacts A 119,600 square foot hotel and office complex with associated parking lot will be added to the site. The proposal will require site preparation for the building pad, storm water detention facilities, driveways and landscaping improvements. Grading to accommodate the proposed building and drainage system is 6,800 cubic yards excavation and 11,700 cubic yards fill. Soils on the site will be disturbed during construction and there is potential for erosion to occur. New impervious area will be created by the construction of the parking area and building and, hence, the volume and rate of flow of stormwater runoff will increase. Pollutants typical of a parking lot are likely to contaminate stormwater. Stormwater from the new building and parking area will be routed to catch basins with oil water separators and then to an infiltration system consisting of trenches within the parking lot landscape islands. Emergency outfalls will flow to the predeveloped drainage course. The system is designed to meet both County and D.O.E. standards. Erosion control will be maintained by temporary swales, temporary settling ponds, check dams and silt fencing. C. Applicable Ordinances and Policies Title 17 (Building and Grading Provisions) Title 24 (Drainage Ordinance) General Policy Plan d. Analysis The contemplated earthwork and drainage system must meet regulatory provisions of SCC Title 17 and 24 which will mitigate impacts during, as well as after, construction. The drainage system is designed to satisfy both Snohomish County SCC Title 24 (Drainage Ordinance) and Washington State Fish and Wildlife standards. Water quality measures are incorporated into the drainage design. e. Conclusion The proposal will not present a probable, significant, adverse impact to this element of the environment. 8. Land and Shoreline Use a. Existing Conditions/Resource Land and shoreline use are not a resource per se, though great public benefit can be achieved by land use controls such as zoning. The 5 acre site is zoned GC, is located in a designated Urban Growth Area (UGA) and is connected to Smokey Point Boulevard via an access panhandle in the southeast corner of the property. The majority of the site is vacant apart from a log home manufacturing business (to be removed) which currently operates on the western portion of the lot next to 1-5. Short platted lots lie to the east and contain a medical clinic and small office s:Vormba nkkomm\1090.doc Page 4 SUPPLEMENT TO DETERMINATION OF NONSIGNIFICANCE PROJECT ACTION SUMMARY Planning and Development Services has completed environmental review for a proposal to construct a 119,600 square foot hotel and office complex on a 5 acre site zoned General Commercial (GC). The project consists of a 4-story, 99 room hotel approximately 56,700 sq. ft., a 4-story office building approximately 51,000 sq. ft, and a one-story connecting wing between the two approximately 13,200 sq. ft. The site is accessed via a shared driveway from Smokey Point Boulevard, which also serves a medical clinic, a car dealership and mobile home storage yard. Three hundred forty one parking stalls will be provided for the development. The parking area will he landscaped and provision has been made for future access from the parking lot to the adjoining property to the north, when that property is developed. Grading to accommodate the proposed building and drainage system is 6,800 cubic yards excavation and 11,700 cubic yards fill. Stormwater control incorporates the use of infiltration trenches and water quality will be maintained by oil separators in catch basins. There are no wetlands on the property. Water and sewer service is available for the proposed development. Traffic impacts will be mitigated by participation in the Smokey Point RID#24 and by fee payments to the Washington State Department of Transportation (WSDOT). SUMMARY OF VOLUNTARY MEASURES AND/OR MITIGATION MEASURES The applicant is offering a stormwater infiltration system designed to Washington State Dept. of Ecology (DOE). standards to address water quality. Impacts to the state highway system will be mitigated by payment of$2,198.80 to WSDOT towards the SR531/67th Avenue NE Signalization Project and $72,749.92 towards the 1-5/SR531 Interchange Modification Project. The applicant has also offered to sign a non-protest agreement to participate in a Road Improvement District so as to contribute a prorata share toward future widening of SR531, from 43rd Avenue N.E. to 67th Avenue N.E. KEY ENVIRONMENTAL ISSUES The impacts of this proposal on the following elements of the environment have been evaluated and determined to be minimal and not significant: 2.Air, 4. Plants, 5. Animals, 6. Energy and Natural Resources, 7. Environmental Health, 9. Housing, 10.Aesthetics, 11. Light and Glare, 12. Recreation, 13. Historic and Cultural Preservation, 15. Public Services and 16. Utilities, Elements which are potentially more significantly impacted by this proposal are: 1. Earth, 3. Water, 8. Land and Shoreline Use, 14.Transportation. Mitigation for potential impacts to these elements of the environment are described in the next sections. (Note: The number that precedes each element heading corresponds with the numbering sequence on the environmental checklist) 1. &3. Earth and Water a. Existing Conditions/Resource The subject property is rectangular shaped with an access panhandle which joins Smokey Point Boulevard at the southeast corner. The majority of the site is vacant apart from a log home manufacturing business (to be removed) which currently operates on the western portion of the lot next to 1-5 and. The lot is flat and is primarily vegetated with field grass. According to the Soil s.Vormbank\com m\1090.doc Page 3 The application is within the boundaries of the Smokey Point RID #24. The development's traffic impacts to the county road system are mitigated by participation in the RID. Impacts to the state highway system will be mitigated by payment of$2,198.80 towards the SR531/67th Avenue NE Signalization Project and $72,749.92 towards the 1-5/SR531 Interchange Modification Project. The applicant has also offered to sign a non-protest agreement to participate in an additional Road Improvement District so as to contribute a prorata share toward future widening of SR531, from 43rd Avenue N.E. to 67th Avenue N.E. Provision has been made for future access from the parking lot to the adjoining property to the north, when that property is developed. e. Conclusion The proposal will not present a probable, significant, adverse impact to this element of the environment. DISCLAIMER The determination that an environmental impact statement does not have to be filed does not mean there will be no adverse environmental impacts. Snohomish County codes governing noise control, land use performance standards, construction and improvement of county roads, off site road improvement obligations, drainage control, fire protection and building practices will provide substantial mitigation of the aforementioned impacts. The issuance of this Determination of Nonsignificance should not be interpreted as acceptance or approval of this proposal as presented. Snohomish County reserves the right to deny or approve said proposal subject to conditions if it is determined to be in the best interests of the county and/or necessary for the general health, safety and welfare of the public to do so. DISCLAIMER The determination that an environmental impact statement does not have to be filed does not mean there will be no adverse environmental impacts. Snohomish County codes governing noise control, land use performance standards, construction and improvement of county roads, off site road improvement obligations, drainage control, fire protection and building practices will provide substantial mitigation of the aforementioned impacts. The issuance of this Determination of Nonsignificance should not be interpreted as acceptance or approval of this proposal as presented. Snohomish County reserves the right to deny or approve said proposal subject to conditions if it is determined to be in the best interests of the county and/or necessary for the general health, safety and welfare of the public to do so. DISTRIBUTION LIST Snohomish County Planning Department Department of Public Works- Land Development Analyst Sheriff's Office Fire District 12 Washington State Department of Ecology Department of Fish and Wildlife Department of Transportation Utilities Public Utility District#1 of Snohomish County s:U6rmbank\comm\1090.doc Page 6 building. These properties as well as properties to the immediate south, which are comprised of 2 car dealerships and a mobile home storage yard, are zoned GC. Property to the immediate north is vacant and is zoned CB. b. Project Impacts A 119, 600 square foot hotel/office complex is proposed for the site. Three hundred forty one parking stalls will be provided for the development. The parking area will be landscaped and provision has been made for future access from the parking lot to the adjoining property to the north, when that property is developed. An accessible route of travel for pedestrians and the wheelchair-bound, leading from Smokey Point Boulevard to the entrance of the building will be provided. C. Applicable Ordinances and Policies SCC Title 18 -(Zoning Code) General Poli r Plan d. Analysis Hotels and offices are permitted uses in the GC zone. The proposal will satisfy minimum zoning code requirements relating to building setback, building height, lot coverage, parking and landscaping. e. Conclusion The proposal will not present a probable, significant, adverse impact to this element of the environment. 14. Transportation a. Existing Conditions/Resource The site is accessed from Smokey Point Boulevard via a panhandle located on the southeast part of the property and lies within County Transportation Service Area (TSA) "B". Road frontage abutting the property is improved with curb, gutter and sidewalk. The site abuts 1-5 along the western property line. SR 531 (172nd Street NE) is approximately 1/4 mile to the north. b. Project Impacts The proposal will contribute an estimated additional 1,437 Average Daily Trips (ADT) to TSA "B". Approximately 1,179 of these trips will impact the state highway system. C. Applicable Ordinances and Policies Road Ordinance (Title 26B SCC) General Policy Plan d. Analysis s:Vormbank\comm\1090.doc Page 5 VICINITY MAP (not to scale) .� .�Ga 1lt� ' Y AAA oR r 'X%A it. �•• 7 'Sf NE ■ t a� 72f10 �•' ' Y ISMOKEY I POINT E( •�. �r .;' r �. Min NUK INS&ANSI. mow mo 16 r ep �.r�, '• � � � t f - +. ''.S IMlON'•S• ,n, • � . t' . c E SsrIN — �- s.Vormba nk\com m\1090.doc Page 8 Marysville Sewer and Water Other Agencies City of Arlington Community Transit Adjacent Property Owners: Notice of the issuance of this Determination of Nonsignificance has been mailed to property owners of record within 500 feet of the external boundaries of this project. ATTACHMENTS 1.Vicinity Map 2. Ownership &Zoning Map 3. Site Plan or Plat Map 4. Environmental Checklist s.V6rmbank\comm\1090.doc Page 7 SITE PLAN (not to scale) I * e Z • 1 = i j -'ii'Y p °4. •�+ : '). 1� +�. =fit• � , 1�i�i F.f�e iv n u T ..ti �� _ + xe )fin '�• •Fu ji. ,�< '-4�.:.•,a,1is -Pse v_° :+' •\i�i_t•x� �` 1•0.-Cr C� y\S;L ji °r:. may. l �•';,.r5'= �-1 let _. 3.� �c4 �RtF...� rs . ►: � -I �: ;-,e` ens'•' r- 3.'e`2` "+t 46 nj -, q* It e�:.; i� ,;.•MIS,. ^, .i_:I° .t.� v•1• '�.'-ai;�; ;._:� '.ti,v,.wd'�i� r• _..•.4r I :�,_.I'nl._ .+i..' a�i.7� �"1'1�y��t: . :,, -.�,°r '.� : 'is(:�.t. :?�;i '`��:.•,; .. s:Vormbank\comm\1090.doc ::',.,.r.. �_: '• Page 10 �.o •••��s Ti.is�niN: - - �� '�' �• ter::: ZONING MAP (not to scale) Jo��50f� i Z A 9 U yO 8 -0 9_ r _ I � , t_ �. 169 th. PL N. E. 1734A-6 7-9' o s� I W I e. /2 u A �' cl c< c�. .. 16E i G I0 3 cP 2 I c P l-017 ! — SP213(8-75) \y ' LS178-84 z of S144-73 �Q I,u /-004 i a, wo omerent H I N +' R 10(I— 69) G C 2 Need comp.test R40(8-72) 1 MA 6-19-7_ — A2 R II(5-73) 1-020 i Rev 1-003 f m I g SP194(8-73) I 3 in g9vlouZ I P z� 9S/v:�° v 3olle R 60-77 K '�•. W/SITE PLAN,a CON D. C 9`o?2-70 I, R-5 . ZA8306138. s:Vormba nk\comm\1090.doc Page 9 AFFIDAVIT OF PUBLICATION State of Washington, ) II -- County of Snohomish, ) ss DONNA BIAGIO ilV1� �V� ................................................... Being first duly sworn on oath deposes and says that she is the secretary of The ARLINGTON TIMES, a weekly newspaper. That said newspaper is a legal newspaper which has been `-� -- ' "•• " -• .for Courtin Snohomish County June 18,1962 NOTICE after review by Snohomish County of a complet- 3 Of Washington Laws Of 1941, and it is now DETERMINATION OF ed environmental checklist and other information X months nor to the date of the publication NON-SIGNIFICANCE on file with this agency.This information Is avail- p p Local File Num r: able for public review upon request. led in the English language continually as a 109763-000-00-CP This Detormination of Nonsignificance is issued j� Snohomish County, Washington, and it is Applicant: Smokey Point Properties under WAC 197-11-340(2)and is subject to a 15 16404 Smokey Point Blvd. day comment period and a concurrent 14 day a was printed in an office maintained at the Suite 301 appeal period.Written comments may be sub- If said newspaper.That the annexed IS a true Arlington,WA 98223 mitted to the lead agency at the address below. DESCRIPTION OF PROPOSAL: Comments must be received 15 days from the Construct a 119,600 square foot hotel and office date of issuance of this DNS, publication"of I T I1 complex on a 5 acre site zoned General notice,or posting of the property,WHICHEVER AQN5.T.QN1r.FNAK.E.....9.6.-.1097b.3........ Commercial (GC).The project consists of a 4- OCCURS LATER. story,99 room hotel approximately 56,700 sq.ff.. APPEALS:This DNS may be appealed pursuant issues (and not in supplement form) of said a 4-story office building approximately 51,000 sq. to the requirements of Section 23.40.022 SCC It.,and a one-story connecting wing between the and Chapter 2.02 SCC, within 14 days of the r a period of......I...... consecutive week(s), two approximately 13,2D0 sq.ft.Three hundred date of issuance of this DNS, publication of I1 u forty one parking stalls will be provided for the notice or posting of the property,WHICHEVER ,,„••day of.......MARCH.. 19 .9�..., development.Provision has been made for future OCCURS LATER. Any appeal must be access from the parking lot to the adjoining prop- addressed to the County Hearing Examiner. erty to the north, when that property is devel- accompanied by a filing fee of$100.00,and be day Of.......MAR�H....................199.3..., oped. Grading to accommodate the proposed filed in writing at the Public Assistance Counter of building and drainage system is 6,800 cubic on the Fifth Floor, County Administration iich newspaperwas regularly distributed to its yards excavation and 11,7M cubic yards fill. Building, Everett,WA.The appeal must contain ariod.That the full amount of the fee charged There are no wetlands on the property. the items set forth in Subsection QQ/I Location of Proposal: 2.02A25(2)SCC. the sum of$ l r.�14. 16710 Smokey Point Blvd. Contact Person: Which Arlington,WA 98223 Monica McLaughlin Located in the NE quarter section of:Section:29, (425)388-3311 extension 2144 Township:31 N.,Range:5E.,W.M. Responsible Official: Tax Acct.Number:293105-1.017.0004 Stephen Holt.Director Lead Agency:Snohomish County Planning Planning and Development Services e,this and Development Services Address: THRESHOLD DETERMINATION: The lead MIS 604 ........MARCH.....................19.......9.8............ agency for this proposal has determined that it County Administration Bldg.,Fifth Floor does not have a probable, significant adverse 30W Rockefeller Ave. impact on the environment. An environmental Everett,Washington 98201 .•••••.•• ' impact statement (EIS) Is NOT required under Published:March 13, 1998 ate Of ashington RCW 43.21C.030(2)(c).This decision was made ARLINGTON TIMES P.O. Box 67 Arlington, Washington 98223-0067 (360) 435-5757 q inq �e PUBLICATION DATE: March 4, 1998 NEWSPAPER: Arlington Times ATTENTION: Legal Department FROM: Jackie Cooper, Commercial Secretary SUBJECT: Legal Advertising NOTICE OF DNS We would like the attached advertisement published in the legal section of your newspaper on or before the date noted above: BILLING(S) FOR PUBLICATION SHOULD BE SENT TO: Ross Jameson with Gary Parkinson, Architects 2812 Colby Avenue Everett, WA 98201 Phone Number: (425) 252-2153 Please send TWO (2) sets of AFFIDAVITS OF PUBLICATION TO: Jackie Cooper Planning and Development Services Building Division, Mail Stop 604 3000 Rockefeller Everett, Washington 98201 Thank you. B:NOAPUB NOTICE OF DETERMINATION OF NONSIGNIFICANCE Local File Number: 96-109763-000-00-CP Applicant: Smokey Point Properties Contact Person: Ross Jameson Gary 16404 Smokey Point Blvd. Suite 301 Gary Parkinson, Arlington, WA 98223 Architects 2812 Colby Av. Everett, WA 98201 DESCRIPTION OF PROPOSAL: Construct a 119,600 square foot hotel and office complex on a 5 acre site zoned General Commercial (GC). The project consists of a 4-story, 99 room hotel approximately 56,700 sq. ft., a 4-story office building approximately 51,000 sq. ft, and a one-story connecting wing between the two approximately 13,200 sq. ft. Three hundred forty one parking stalls will be provided for the development. Provision has been made for future access from the parking lot to the adjoining property to the north, when that property is developed. Grading to accommodate the proposed building and drainage system is 6,800 cubic yards excavation and 11,700 cubic yards fill. There are no wetlands on the property. Location of Proposal: 16710 Smokey Point Blvd. Arlington, WA 98223 Located in the NE quarter section of: Section: 29, Township: 31 N., Range: 5 E., W.M. Tax Account Number: 293105-1-017-0004 Lead Agency: Snohomish County Planning and Development Services THRESHOLD DETERMINATION: The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) IS NOT required under RCW 43.21 C.030(2)(c). This decision was made after review by Snohomish County of a completed environmental checklist and other information on file with this agency. This information is available for public review upon request. This Determination of Nonsignificance is issued under WAC 197-11-340 (2) and is subject to a 15 day comment period and a concurrent 14 day appeal period. Written comments may be submitted to the lead agency at the address below. Comments must be received 15 days from the date of issuance of this DNS, publication of notice, or posting of the property, WHICHEVER OCCURS LATER. APPEALS: This DNS may be appealed pursuant to the requirements of Section 23.40.022 SCC and Chapter 2.02 SCC, within 14 days from the date of issuance of this DNS, publication of notice, or posting of the property, WHICHEVER OCCURS LATER. Any appeal must be addressed to the County Hearing Examiner, accompanied by a filing fee of$100.00, and be filed in writing at the Public Assistance Counter on the Fifth Floor, County Administration Building, Everett, WA. The appeal must contain the items set forth in Subsection 2.02.125(2)SCC. Contact Person: Monica McLaughlin (425) 388-331 1 extension 2144 Responsible Official: Stephen Holt, Director Planning and Development Services Address: M/S 604, Administration Building, Fifth Floor 3000 Rockefeller Avenue, Everett, Washington 98201 s:Vormba n kko m m\1090.doc Page 11 PUBLICATION DATE: March 4, 1998 NEWSPAPER: Everett Herald ATTENTION: Laresa Knowles, Legal Department FROM: Jackie Cooper, Commercial Secretary SUBJECT: Legal Advertising NOTICE OF DNS We would like the attached advertisement published in the legal section of your newspaper on or before the date noted above: BILLING(S) FOR PUBLICATION SHOULD BE SENT TO: Ross Jameson with Gary Parkinson, Architects 2812 Colby Avenue Everett, WA 98201 Phone Number: (425) 252-2153 Please send TWO (2) sets of AFFIDAVITS OF PUBLICATION TO: Jackie Cooper Planning and Development Services Building Division, Mail Stop 604 3000 Rockefeller Everett, Washington 98201 Thank you. B:NOAPUB ��iS NOTICE OF DETERMINATION OF NONSIGNIFICANCE Local File Number: 96-109763-000-00-CP Applicant: Smokey Point Properties Contact Person: Ross Jameson Gary 16404 Smokey Point Blvd. Suite 301 Gary Parkinson, Arlington, WA 98223 Architects 2812 Colby Av. Everett, WA 98201 DESCRIPTION OF PROPOSAL: Construct a 119,600 square foot hotel and office complex on a 5 acre site zoned General Commercial (GC). The project consists of a 4-story, 99 room hotel approximately 56,700 sq. ft., a 4-story office building approximately 51,000 sq. ft, and a one-story connecting wing between the two approximately 13,200 sq. ft. Three hundred forty one parking stalls will be provided for the development. Provision has been made for future access from the parking lot to the adjoining property to the north, when that property is developed. Grading to accommodate the proposed building and drainage system is 6,800 cubic yards excavation and 11,700 cubic yards fill. There are no wetlands on the property. Location of Proposal: 16710 Smokey Point Blvd. Arlington, WA 98223 Located in the NE quarter section of: Section: 29, Township: 31 N., Range: 5 E., W.M. Tax Account Number: 293105-1-017-0004 Lead Agency: Snohomish County Planning and Development Services THRESHOLD DETERMINATION: The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) IS NOT required under RCW 43.21C.030(2)(c). This decision was made after review by Snohomish County of a completed environmental checklist and other information on file with this agency. This information is available for public review upon request. This Determination of Nonsignificance is issued under WAC 197-11-340 (2) and is subject to a 15 day comment period and a concurrent 14 day appeal period. Written comments may be submitted to the lead agency at the address below. Comments must be received 15 days from the date of issuance of this DNS, publication of notice, or posting of the property, WHICHEVER OCCURS LATER. APPEALS: This DNS may be appealed pursuant to the requirements of Section 23.40.022 SCC and Chapter 2.02 SCC, within 14 days from the date of issuance of this DNS, publication of notice, or posting of the property, WHICHEVER OCCURS LATER. Any appeal must be addressed to the County Hearing Examiner, accompanied by a filing fee of$100.00, and be filed in writing at the Public Assistance Counter on the Fifth Floor, County Administration Building, Everett, WA. The appeal must contain the items set forth in Subsection 2.02.125(2)SCC. Contact Person: Monica McLaughlin (425) 388-3311 extension 2144 Responsible Official: Stephen Holt, Director Planning and Development Services Address: M/S 604, Administration Building, Fifth Floor 3000 Rockefeller Avenue, Everett, Washington 98201 s.Vor mba n k\co m m\1090.doc Page 11 r Affidavit of Publication STATE OF WASHINGTON, to COUNTY OF SNOHODrLISH, NOTICE s DETERMINATION OF 'NONSIGNIFICANCE ��a�� ,�'g$ldo•cP The undersigned, being first duly sworn on oath deposes and says Smo tTeY Point ProaaerIles that she is Principal Clerk of THE HERALD, a daily newspaper 18404 Smokay Point Blvd. Suite 301 _ Arlin Ion,WA 98223 printed and published in the City of•Everett, County of Snohomish, oss newspaper newspaper ammeson Gary and State of Washington; that saidis a of Go Parkinson,Architects g 281 CatbT Av. Everett.IO A 98201 PROPOSAL* general circulation in said County and State; that said newspaper DESCRIP N OF f o t hot l a ice square has been approved as a legal newspaper by order of the Superior fool hotel end office complex on a 5 acre site zoned den• erej commercial (GC) The Court of Snohomish County and that the notice........................................ Crolect Commercial of a •1f ryh g9 room hotel appproximately 56 i m•story office bu700geqpIt.,a4ately 51,000 sq. it, one a one-slot con.! Determination of Nonsignificance ......................................... . .................. nectinppro wineg9lyybetween t e two I ....... ......................................................... - Thrroex�rhhundred13.200 forrtysq one i parking stalls will be provided, air .the development. Novi. Local File No. : 96 109763 000 00 CP s on has been made for future ............... .. .............................................................................................. ....................... access from the parking lot to I he adjoining properly to Ina north, when that property Is developed. Grading to ac- Ross Jameson Gar , commodatethe proposed ...............................................y................................................... „•, , bulldin9g�and dralnagga system Is 6.800 cubic et s excava- Iton and 11,700 cubic yards a printed copy of which is hereunto attached, was published in said 11It. There are no,wetlands on �Qf0Qer1 ' ' , newspaper proper and not in supplement form, in the regular and �i mo coy o nt Blvd. Arlington,WA 98223 entire edition of said paper on the following days and times, namely: Located In the NE quarter section of: Section: 29. Township:31 N.,Range:5 E.. W.M.W.M. March 6, 1998 LeadA�gIlr.hy.. ...................................................................................................................................... ono. 2,9.s County Planning and Development Services THRESHOLD DETERMINATION: T tie leaa agency or s pro• pose) hes detormined that It ...................................._........................... ....fie......................._............................. does not have a probable, significant adverse Impact on a d the said newspaper w regu arty dis ibuted to its subscribers the environment. An anviron• menial Impact statement LEIS) is NOT required under RCW du ' g all of said p iod. 43.21C.030(2)(c). This deci• sion was made alter review by -Snohomish County of a com- pleted environmental checklist and other information on Ills ..................................... with this agency. This later. '- - motion Is available lot public Principal Clerk review upon request. This Determination of Non. slpnllicance Is Issued under 6th W71C 197.11.340 (2) and Is subject to a 15 day comment Subscribed and sworn to before me this............................ perod and a -concurrent 14 day appeal period. Written comments may be submitted to ha lead agency at the March 98 1 address below. Comments da .............. ....... ................. ........ 19......... must be received within 15 days item the data of Issu• once of this DNS, pubhcauon 'of notice, or posting of tha orooerty WHICHEVER IOC CURS LATER.. ............... ............ ...... .......g... ...... .. nppeA�s This DNS may be Notary Public in and for the tate f Washington, requirrementsursuof 1, to ".' residin at Everett, Sno ty. 23.40.022 SCC and Chapter 0 ` 2.02 SCC, within 14 days Ig trim the date of 9ss t this -DNS, ublicaLion tlon a of notice Ior post ng of the to art WHICHEVER OCCUFS LATER.;Any appeal musl be A addressed to the County Hearin% Examiner, accompa• T nled -by a bpflllnp lee of Ing e�thohPubselfAeaistarice Counter on the Filth Floor, Count Administration Build- Ing. Eyverell. WA. The appeal '� s•t9'�8 G~ must contain. the Items set forth In Subsection 2.02.1 2)cSCC. w OF W 3 lVhhna 8B33 R oe6xttnsion 2144 —4St".-A.n o 1, rreclor Planning and Development Services Building,Administration 3000 Rockeleller Avenue Everett Washington 98201 Published:March 6,1998. i OPP' AFFIDAVIT OF PUBLICATION State of Washington, ) County of Snohomish, ss • : NOTICE h`? after review by Snohomish County of a complet- gains first duly sworn On oath deposes 5 DETERMINATION OF ed environmental checklist and information other infoation " NON-SIGNIFICANCE on file with this agency.This information is avail- y of The ARLINGTON TIMES, a weekly Local File Number: able for public review upon request. IS a legal newspaper which has been 97-109763.000.00-CP This Determination of Nonsignificanoe is issued r g Applicant: Smokey Point Properties under WAC 197-11-340(2)end Is subject to a 15 court in Snohomish County June 18,1962 16404 Smokey Point Blvd. day comment period and a concurrent 14 day Washington Laws of 1941, and it is now Suite 301 appeal period.Written comments may be sub- Arlington,WA 98223 mined to the lead agency at the address below. lonths prior to the date of the publication DESCRIPTION OF PROPOSAL: Comments must be received 15 days from the the English language continual) as a Construct a 119,600 square fool hotel and office date of issuance of this DNS, publication of in in the ish County, Washington, and it is complex on a 5 acre site zoned General notice,or posting of the property,WHICHEVER Commercial (GC).The project consists of a 4 OCCURS LATER. printed in an office maintained at the story,99 room hotel approximately 56.700 sq.ft,. APPEALS:This DNS may be appealed pursuant as P a 4-story office building approximately 51,0D0 sq, to the requirements of Section 23.40.022 SCC iid newspaper.That the annexed is a true ft.,and a one-story connecting wing between the and Chapter 2*02 SCC,-within 14 days of the two approximately 13,200 sq.ft.Three hundred date of issuance of this,DNS, publication of forty one parking stalls will be provided for the notice or posting of the property,WHICHEVER development.Provision has been made for future OCCUR$ ;LATER. Any appeal must be ENSIGN.LFLCAN� •••r••�6n•1,�}9763 access from the parking lot to the adjoining prop- addressed to the County Hearing Examiner, ies (and not in supplement form) of said erty to the north, when that property Is devel- accompanied by a filing fee of$100.00,and be oped. Grading to accommodate the proposed filed in writing at the Public Assistance Counter of )erlod of....1........ consecutive week(s), building and drainage system is 6,800 cubic on the Fifth Floor, County Administration r u ................ yards excavation and 11,700 cubic yards fill. Building,Everett,WA.The appeal must contain day Of........... R�N193.8., There are no wetlands on the property. the items set forth in Subsection Location of Proposal: 2.02.125(2)SCC. MARCH 16710 Smokey Point Blvd. Contact Person: day of.....................................19 Arlington,WA 98223 Monica McLaughlin Located in the NE quarter section of:Section:29, (425)388-3311 extension 2144 'lewspaper was regularly distributed to its Township:31 N.,Rangd.'5E.,W.M. Responsible Official: J.That the full amount of the fee charged Tax Acct.Number:293105-1-017-0004 Stephen Holt,Director Lead Agency:Snohomish County Planning Planning and Development Services •� Q and Development Services Address: sum of$ .......4�Z,V.4........... , which THRESHOLD DETERMINATION: The lead MIS 604 agency for this proposal has determined that it County Administration Bldg.,Fifth Floor does not have a probable, significant adverse 3000 Rockefeller Ave. 2. impact on the environment. An environmental Everett,Washington 98201 ............................................................ impact statement (EIS) Is NOT required under Published:March 13,1998 le, this RCW 4321C.030(2)(c).This decision was made .............1.3TH day Of.•.....MARCH........................19......98............, kaieG ...................................... Notary wa nd forth of Washington Residing at Arlington. ARLINGTON TIMES P.O. 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BLK 000 0-03 LOT 3 OF 56 43 S4 0 KEY POINT i HOPP ING CENTER B SP REC AF NO 9309295001 E BEING PTN OF TR 1 57 44 =XST PLAT IN 4L1/4 29-31-05 45 Ca 46 61 47 AC C T 62 - 63 L 4e 4328-D00-.001--)407 64 49 JPE3HARKET ):Y CORP 65 + su 73'90 S 188TH e6 67 s+ K=NT WA 98D32 6a 52 JJHNS ON TRACTS BLK 01OU D-'G4 - LOT 4 OF 69 70 53 S4JK_Y POINT iH-DPPI,4G CENTER 3SP REC AF NO 9309295COl C BEING PTN OF TR 1 71 � 54 72 74 56 75 L' S7 7fi S 4 0 H C K 1 3 H C C1 U V T f ._ L L 6 A L D L S C R I P T I J N L I S T I N G / i - -SKT�CIU�7 J AT c �5T9'6-- -�f' � 2 ' 2 3 -- — — — } s 7 , 5 s ACCT - - - - 9 7 — — --- --..- - — -- - i9 8 S40KEY POINT SA-ES C SERVICE " s 16632 35TH V _ -- - -- 13 12 10 Al L I 1 -- 92 L 11 S 5/5 OF FGT V1/2 SEi/4 NE1/4 LY ELY LF ST HWY LESS WD 110-661 1z TO ST HWY ALS] LESS E 40FT TJ SNU CO FOR RD PER QCC 700/167 ALSO LESS E _ - - - - - t6 13 _ 4T.34FT SU STE3—=5CD- -- REFEk TU 2 -1- 2"0 08 FOR MH ONL to 1s 14 15 21 17 293105-1-012=)103 23 24 18 NEW AC COUNT _ ro M:i SERIAL #WH13911 1994 GOLDENWEST/WINTERHAVEN 60X27 27 21• 74 LEASED LAN) R=FER TO 293iCs5-l7:012-OG09 FOR LAND 2s 22 - - - 30 31 23 32 a AC T # _ _ -- - - - 31 5-1--�D13-, 00 ?A r ee COX VICTOR E JR 36 36 27 PJRSEL KAREN I n -_- _ - - - PZ—BJX 303 fi -- - - _ 9 29 AZLINGTON WA 9d2Z3 39 30 41/3 OF S1/2 SE114 NEL /4 LESS CU _ RD LESS S/HY ALSO LESS WD 98-746 TO S/HY 40 si v b - 12 c 32 old 33 15 31 ,.T 9 46 35 29310.5-1-.019-)A02 ' 36 STAMPF HENRY 2 III -- -- - -- - - -- - ae N LAKEGSAJRE VR 6 LAKE STEVENS aA 9SZ53 L]T 1 AS DES: 14 SP 67 (3-84) REC'D AF NO 85D1110200 ___ e2 40 if=TAP + F N 4 S REV 1�7ER L�5=�025E3y AF N�950516C�33 '3 �a 56 a1 42 37 43 A C C T 4 56 1 44 2931D5-•1-.02D -)OD9 59 aS MERKEL ANNIE I TTE 6a _ _ 61 +b� q., IL ROJLkTA ;�I_2KLL TRUST--- r „ 9500 H ARRI T R) 4246 6' ag LAKESIDE CA 92343 - - - 6 - -S—SlI3 I72 1 4 L e6 WH .9 • 66 ;0 IS 30FT S OF AS MEAS AT R/A C RUNS PLL TO S ;N OF N 3/8 SC SUB EXC E 40FT FOR 67 51 Cl RD ALSO LESS W 10FT OF E 53.FT ADD'L CO RD DEU ICAT ICN ON SP 194-73 AUD FILE -- 68 69 52 701 71 + 63 - 72 174 0 75 ib + - i - ------ -- ___- - - --- ----- , ---�-----_--- _-� __ T I U N L I 5 T I N G ?s S N O H O M I S H C O U N T tl L E G A L U E 5 C R I P - _ --- - — , P AGL 1 3 4 r•• 2 - - - - - - 8 rr - -�_.. �_�--_ w_ - �• - - -- 8 6 ACCT # - - - - - - - - - - - - - - t 12 a S�lOKEY POINT 'RO'=RTIES - - - - - - - - - - - 13 17215 SMOK 3R - to EY 'T s 9 822 3 10 15 W II - - -- 17 4 3/B OF FDT= NJ/2 SE1/4 NE1/4 LY ELY TH S84*09 08WS ALG TNALN 5D SUB 30102FT -- - - 17 t2 NE1/4 3AF COM NE CUR__S3 SUB - 18 is 13 3—W t N CO R3_C TPB TH SLY AL75FTLTHSN PLLRTti]2M+2LN55D CO RDP212T075FTLTOUINT 20 F 1.1 411/4 SE1/4 N-1/4 SO SEC 204 i-- 21 t5 WITH N LN S3 VE1 /4 SE1/4 4E1/4 TH E - -- -- - 3 ,; M ZE LEGAI ) SCZ IPTI ON UN FILE 25 17 - -- - - 7 �9 A C�T -I-I`3001 :� 28 G0 23AC - - - - - 21 33RDON TON — - - -- - - - - 31I 31, 12 B345 S W CJNN='4ARA TER 331 32 23 3=AV=izTON UZ 97303 - - - - - - - - RT-34•,4A) S LS FT OF NE1/4 541 /4 NE1/4 LESS S7 HWY 3= -- - - 35 3d 2i 3 '�- 26 - --- - --- - --- -- -- - - - - - -- - -- - U 27 ACC T 4 _ -. --- - - -- -. -- --- 35 28 29313.5-1-OG3-�03� K=�JN=Y GLENV 4 y� 16614 TWIN LACES AVE- 8223 31 A LI N fi�`�WA — - ZT-38-4f3) N 130FT OF S 19GFT 3F NE1/4 SW1/4 NiLI/4 C CF Niil/4 SEI/4 NE1/4 LY - -- a- r 32 - - - -k as WLY 3F NEW aRIMARY S/HY NU 1 EXC -WLY 61. 94FT -THetUF AS MEWS ALG S LN LESS S NY _ a -- - a 37 -- ae 1HYLBACK JUEL S.' TAMMY - - - - - - - - - — - -- 5. 11130, 46TH AU NE - - - - - au Wq E: W A 8271 1-„RT�.3 4C) E 445FT OF N=1 /4 SW1/4 C" PrEl/4 LY W S/HY A5 h1EA5 ALG N LN SD SUB LESS t 11 S 196E T THUF _ESS ST HWY - - - - — - -- — '2 a3 aF ' SAVAGE MYRON 3 6 14ARY E - - - -- j a7 R=VOC LIVING TRUST - - - - - -- - aa _ -E9U--S--�— as S _ATT L E WA 98165 - - - - - - - - -- - s, IT-7-) N1/3 02 S=1/4 SW1/4 NE1 /4 - - - 53 - - ----- -- - - - - - - - i5 57 -- - - - Amanda -Jackie Cooper File Data Search Edit Actions Reports Window Help New I Folder Property Pea le Retrieve I Detall pose I Update i Pick Rooept 4 Exlt Smokey Point Properties Yr Seq._ Sec. Rev. Type Status Al Pr ces i Number 96 109763 �� CP Str 000 ucture Permit-Commercial Issued Select aces Peo fe 16710 Smokey Point —, Blvd - Into rlington P8223 293105-1.017-0004 79,621 Indicators Documents Smokey Point Properties Fees/C ar e - - --� - Bills In Date Nov 5,1996 Issue/Approval Sep 23,1998 Expires ISep 22,2000 Payments Reference File#196109763 By IDavid Gressel Final Date Inspection RAn Sub Other Work Proposed New Comments 1 s Folder Name ISmokey Paint Properties PriorityF_ F to Description RCHIVED 9.25-98 BYJACKIE COOPER Usa e Hotel Complex}Conference Center I a s Violat'o s Conditions " Pro ties Group Commercial Parent ID. F— Row ID 1369700 Parent a Children Cop Quick Create Child Revise Issue/Approve ,Print Ins R t Insp Card Label Re-Default Rows Returned Ready �2 - � _ - _ I _ � _ _ ■ I - � � � - + - - • � � � � - _ ■ - - �� f 3000 Rockefeller Ave.,MS 604 Snohomish County Planning and Development Services Everett,WA ^3201 (425)388-411 Mechanical Permit - Commercial (425)388-33t 1 Assessor Property Tax #: 293105-1-017-0004 Permit # 96109763 KM Site Address: 16710 Smokey Point Blvd Arlington 98223 Expires: September 30, 2001 Issued: October 1, 1999 By: scdtnr Type: HVAC Work Proposed: Applicant: Ramo Construction Inc (RAMOC**034LK) 16404 Smokey Point Blvd Suite 301 Arlington WA U.S.A 982 (360) 653-4555 Work (360) 659-8551 Work Contractor: Bel-Aire Heating & Air Conditioning (Mr Gary Benson, BELAIHA163LJ) 2172 Division St Bellingham WA U.S.A 98226 (360) 733-4652 Work Sec Twn Rng: 29-31-05 16th:8 Lot:2 Subdiv.:SP213-75 Zoning:GC Ref File # 96109763 LDC tr Heat Source Natural Gas Gas Piping Outlets 1 Exhaust Fans 4 HVAC 1 PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING ALL PROPERTY LINE LOCATIONS AND RELATED EASEMENTS. I certify that I am exempt from the requirements of state contractor's registration under Sec.3,Chap. 126,Laws of 1967. 1 certify that the information furnished by me is true and correct to the best of my knowledge and all worQ conform to applicable Snohomish unty Code.Signature !` DateX� " J. File r. o� , BEL-AIRE, INC. 2172 Division St. BELLINGHAM, WASHINGTON 98226 (360) 733-4652 DATE ,y�'/(�/J.00BB NO- FAX (360) 734.8507 ATTENTION y tM I�.� w TO I�• P RE: Pr/ ✓`�. G~ �7W WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order n COPIES DATE NO. DESCRIPTION 010y or- THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval POOF'or your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment 0 El FORBIDS FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO r`aj� iqw-- SIGNED: � � R✓"'"'�°h If enclosures are not as noted,kindly notify us at once. l ° 4.l . - a> �� i rA� '' ; ,�'`:•'ai .1 4�1" add '" P 'yi {. I-C� nPrS 1 ._ : NOT TRANSFERABLE STATE OF WASHINGTON DEPARTMENT OF REVENUE _'.4• -I__;fir' HAVING COMPLIED WITH REGISTRATION PROVISIONS OF RCW 82J2'OR 82.52, THE PERSON j` y NAMED HEREON IS AUTHORIZED TO, ENGAGE IN BUSINESS IN THE STATE OF WASHINGTON. / t 4 DISPLAY CONSPICUOUSLY AT YOUR PLACE OF BUSINESS \r+. -.REGISTRATION NUMBER _L—AT r F T 1 T ` - 1Tli:"`T C_ TriC / r. —L e, ot DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS { CONST CONT GENERAL 1 I REGIST. # EXP. DATE CCO1 BELAIHA163LJ 11/01/1999 EFFECTIVE DATE 06/11/1984 BEL-AIRE HEATING & A/C INC E 2172 DIVISION ST BELLINGHAM WA 98226 625-OS2-000(8/97) Detach And Di.play Certificate i i COMMERCIAL MATERIALS RELEASE FORM COMMERCIAL FILE NUMBER: 96 109763 KM PROPERTY OWNER: Ramo Construction Inc PERSON CONTACTED: Gary Benson, Bel-Aire Heating & Air Conditioning PHONE NUMBER: (360) 733-4652 - Contacted @ 8:25 a.m. DATE: August 19, 1999 DATE: 6_w�� (SQ ture) (Print Name) PRELIMINARY REVIEW-ITECHNICAL REVIEW- FINAL MATERIALS RELEASED: Attached Job Copy of PDS Mechanical Plans (must be returned at resubmittal) Letter from Tim Nordtvedt �,. �. . i 1 Snohomish County Planning and Development Services Robert J. Drewel August 18, 1999 County Executive M/S#604 3000 Rockefeller Avenue COPI Everest,WA 98201-4046 (425) 388-3311 Gary Benson FAX (425) 388-3670 Bel-Aire Heating & Air Conditioning 2172 Division St Bellingham, WA 98226 STRUCTURAL PRELIMINARY REVIEW COMMENTS: PROJECT TRACKING NUMBER: 96-109763-000-00-KM TAX PARCEL NUMBER: 293105-1-017-0004 RE: HVAC SYSTEM FOR: SMOKEY POINT RAMO OFFICE BUILDING AT: 16710 SMOKEY POINT BLVD Dear Mr. Benson, The plans. for the above described building have been reviewed for compliance with the 1997 Uniform Building and Uniform Mechanical Codes have been disapproved for purposes of issuing a building permit. The following corrections and/or additions shall be incorporated into a set of working drawings, and two such sets shall be resubmitted for approval: 1. Please be advised that all elevator lobbies require opening protection in walls and ducts. Fire/Smoke dampers are required per UBC Sections 713.10, 713.11 and 3002. (See marked plans) 2. All air moving systems greater than 2000 CFM require automatic shutoffs tied to smoke detectors. Section 608, UMC. Please add detectors and locations to the plans. If I may be of any further assistance to you regarding the above items, please do not hesitate to contact me. Sincerely, Tim Nordtvedt Commercial Building Plans Examiner TN:al cc: Fire Prevention Bureau Commercial Building Inspector s:\form bank\1000\1024.doc August 18, 1999 Page 1 PLAN REVIEW ROUTING FORM Routed to: Bldg. Fire Site Traffic Drainage Biologist Health District Other Perna Type: Mechanical Permit 96 109763 IM Sub Type: HVAC Subdivision: Lot Site Address: 16710 Smokey Point Blvd Arlington WA 98; Assessor Property ID#: 293105-1-017-0004 S13+C.: 29 TWP: 31 RUG: 5 ZonhF QC Vahinfion: $0.00 LUG: tr Owner. Remo Construction Inc PH#: (360)653.4555 Contractor; Bel-Aire Heating&Air Conditioning(vary B PH#: (360)7334652 Main Floor SF: Second Floor SF: Third Floor SF: Covered DeeldPorch Basement Garage: CaPoft Deck Heat Type: Heat Source: Natural Ctas %Tw: vac: 96 109763 KA/1 Contact Person REVIEWER COMMENTS: SPECIAL CONDITIONS (To be typed on permit): DISAPPROVED: APPROVED: DATE: DATE: s:albatros/form bank/routing.doc PLAN REVIEW ROUTING FORM Routed to: Bldg. Fire Site Traffic Drainage Biologist Water Waste Food & Living Env. Other 0 7eo 3 eAo,, Contact Person REVIEWER COMMENTS: SPECIAL CONDITIONS (To be typed on permit): DISAPPROVED: APPROVE DATE: DATE: s:aI bat ros/form ban k/routi ng.doc IN o T }.1 a 0 o Ln a cv M rn mQcn Iv0 m a V► _a a M a o -`= N %% N IIt G °' E M a4 rn 3 o T N Z O O C Y p� CL N p U 1 0 U0 1P, I o ? 2� a ? a z 1) Y > `o c to O ` Z N C C N V C 'yl to C M o .Sys, E N �O„ C N O •c .,.. a N 70 C maLL ` C •rl `�- ;g co f0 0 m c rn c c o o a m x ` o _ cu y 1. ��+ (L11 L_ 3 L C C �O„ Q 3 Y to C •C f9 O- jC ID ,V V "O (.-U LL- ''� L .y U () () T f9 L = h ai m m O O a7 t0 .� a) 7 D 'C 'c O y 2 00 a) cn +9 F� � _L, v o v � � mcn 'YoJJ � u 2mco U) ncno0U- cnc� cmm F°- �� L W a I ( I I I I I I I t I I I I I I I c a ttr -C; r Cr) o o '~ of 1 o S' QT- 4 � f C �: oa z' in o O 1 I 1 O 1h o o N lj� \J o y o p N �l S o a aEi g CI O l7 1 r°—� o C = o M p y �. � m c � c w <� ,Q � N T y y o� o o c o It c9 r is E .S a �W Sa a�Ei rn o y c E ...� C+ d Q O m _ > !� Q a j a E § o m Y C m a) m • 7 ` _ Z Q V_v Q y $? of E o o C -o a m O Q O �. C v - ca >^ us >, � C p O p N ti O z° L l E _ a' c c N o m o o u o m L > a� m o to C � Cn c .J p o m � Y a a a a >, o p v� 3 p b9 b4 69 5s !9 `o Q J — o O Cn E E c Y cn Y cn w E m o v a� o '� Y a O � 0 3 a M o M o m o 0 c a m a u o "C o �! �Q CL Q E `m y Q y — o t o a) m m .. m a U m v Y r- c G r 9° a c 3 �' qz� c Z = mp U W iL iL li ami > m aNi m m L m` m 3 c € a L .a o L c O -0 :° .0 o a o a m � u. 2 2 d cn O >oa, b(D CD ~ a C� �- o w ¢ c ¢ E C o o ci d Q c = �' '� rn m n cn o m rn o 0 0 0 0 a •E o f c Z c E � E coy N N cv rn o f T h � y o .m a 'm p p E � co '� a y m m M Li LL m ¢ Cn d Q (� ¢ J U ii N 2 w ii I I I N � o N � 1 } Ft:RV. • ADMINIOPEli, 1TIQN PU1NN! SMOKEY POINT PROPERTIES an OFFICE COMPLEX HYDRAULIC CALCULATIONS OSTERGAARD ROBINSON F&ASSOC. INC. CONSULTING ENGINEERS SMOKEY POINT PROPERTIES an OFFICE COMPLEX HYDRAULIC CALCULATIONS SITE DESIGN The proposed drainage facilities for the project will consist of an infiltration system that is designed to handle the proposed developed flows with an emergency outfalling to the pre-developed drainage course. The soils in the area appear to be generally Lynnwood Loamy Sand 0 to 3 percent slopes, which are a Class C soils group. The hydraulic calculations used were the Y & W method to initially design the trench lengths. The Stormwater Management Manual was then used to check the trench design and incorporate the design BMPs into the system. Water quality will be maintained by oil separators in CBs flowing into the trench system, enlarge 12"4 perforated pipes with 0. 5 ' parking lot ponding will provide storage volume. Protective filter cloth layer on the top and sides of the trench with a sand filter will be provided (if required) by the soils engineer pending field conditions. GRADING AND T.E.S . C. P . Approximately earthwork quantities are as follows: •Cut approximately 6, 800 cubic yards •Fill approximately 11 , 700 cubic yards Erosion control will be maintained by temporary swales, 1 temporary settling ponds, check dams and silt fencing. A gravel construction entrance will be provided for vehicular traffic leaving the site. Department of Ecology standard B.M.P.s will be followed to negate ' j impact to the surrounding properties. l l I l J . l J J J _1 _.I INFILTRATION RATE Given: Perc rate = 5 min./in. 5 min./in. = 0. 20 in./min. 0 . 20 in. /min. = 0.0167 ft. /min. 12 in./ft. 0.0167 ft. /min. = 0. 0003 ft ./sec. 60 sec. /min. Typical Trench Proposed infiltration trench area 900 sq. ft. (Per 160 LF of trench) QRR( infiltration) = 0.0003 ft. /sec. (900 ft.Z) = 0.27 cfs Determine Storage Volume required (25 year storm) Worst Case Contributing impervious area = 1 .32 ac. CDEV = 0.90 ` 57500 slrA, Qo = 0. 27 = 0.2273 cfs/Ac. 1 . 32(0.90) Tp = -25 + 2706 `/z = 84 . 12 min. 0.2273 VS = 4329(84. 12 ) - 40(0.2273) (84. 12) = 2572. 38 cu.ft. 84. 12 + 25 VT = 2572. 38(1.32) (0.90) = 3055.98 cu.ft. INFILTRATION SYSTEM DESIGN BASIN LIST 11 Basin Area Trench QRs Q. Length T`' VS V.,. Cu.ft. I 2 • 0. 55 Ac 160 ' 0. 27 cfs 0. 5455 45. 43 1801 . 25 891 . 62 4. 0 . 39 Ac 160 ' 0 . 27 cfs 0. 7692 34. 31 1448 . 7 508. 49 k- 5- 1 . 32 Ac 160 ' 0. 27 cfs 0. 2273 84. 12 2572 . 38 3055 . 98 10 . 0 . 93 Ac 160 ' 0. 27 cfs 0 . 3226 66. 59 2288 .06 1915. 11 13 . 0. 71 Ac 160 ' 0. 27 cfs 0 . 4225 55. 02 2047.02 1308. 05 17. 0 . 99 Ac 150 ' 0. 27 cfs 0 . 3030 69 . 49 2341 . 77 2089 . 52 STORHWATER MANAGEMENT HANUAL FOR THE PUCET SOUND BASIN �teae_dlha.rsl_t1 Re1�UoLI-4Wp O .Inchex/hour, thug f - O.S " 0,093.3 ft/hr , I � inches/hour , h ,- variable - maximum of 2 feet L - aasume3yv fetot 1 (o, A,,- bottom Surface area -Jyo" Z -6BOsq. ft. `SOlving for 0 in Darcy's equation givegt h + L h + 10 Q w f, A .. " I. 10 �teQ0 atorgge R -14tionshi.p The Stage-Storage relationship pould be: S A, " h " Void Ratio h • 0.4, or ( ' 84�_glts Qt Prelimin4r�siz ng . I The tabular form of the stage-discharge and stage-discharge( )..t relationships wottld bet �/ySSUmf /.D� . h 1 0 S (ft) (ft/ft) (erg) (cu.ft.) ,f • ------------------ ----------------- 0.0 1 .0 S6.6y O 0.5 1 .,94- Sj, y7 /34. 1 .0 l .d- 1 .5 1 .i5. 67.3a 277- 2.0 1 .�. &Sp/v yob G 7 47 S yy Hot@ that for design purposes it may be xtmpler to set the hydraulic grod.(ept, equal to I thug making the discharge independent of stage. - At this point a level pool routing should be conducted to develop the finial design dimenxions of the Blip, ensuring, hopever, that the amp pill completely infiltrPte Cho design storm(n) within 24 hours. III-3.5 CONSTRUCTION AND RAINTENANCE • , III-3.5.� o_yer eg Tho failure of infiltration end filtration BHPa to function properly can often be traced back to construction And maintenance Isaues. By util.tzinq appropriate ` infiltration practices end conducting systematic and rigorous maintenance, infiltration/filtration BIIPa afjould function properly. ` 1 I I-3-19 � F'F.PRUAitY, -19� r OSTE RGAAP,D_ , ,• ROBINSON ' & ASSOC. INC. CONSULTING ENGINEC:RS 370.5 (101,11Y AVE. HI EVI?RI:IT, WA 98201 (206) 2.5940,15 BE1,I.I-.VIIE: (206) 827-585.1 r " MADE BY r ( DATE `-;•' 1/ ) JOB N0. CHECKED BY DATE SEC N0. SHEET NO. EXCAVATION EMBANKMENT STATION DIST. END AREA SUM OF VOLUME LND AREA SUM OF VOLUME FT. SQ. FT. END AREA CU. YDS. SQ. FT. END AREA CU. YDS. STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN III-3 6 4 BMP RI.10 Water Quality (WO) Infiltration Trench Purpose and Definition This BMP is a shallow excavated trench designed primarily to provide runoff treatment but not streambank erosion control. The soils underlying this BMP must be capable of removing pollutants from runoff and will likely have insufficient permeability to be used for streambank erosion control. Trenches are generally 2 to 10 feet in depth backfilled with a coarse stone aggregate, allowing for temporary storage of storm runoff in the voids between the aggregate material. Stored runoff then gradually infiltrates into the surrounding soil. The surface of the trench can be covered over with grating and/or consist of stone, gabion, sand, or a grassed covered area with a surface inlet. One alternative design is- to install a pipe in the trench and surround it with coarse stone; this will increase the temporary storage capacity of the trench. A second alternative design is to build a vault or tank without a bottom (see BMP RD.15 for details) . An infiltration vault/tank is equivalent to a detention vault with the bottom acting as the outlet, instead of having a control structure. Figures III-3.8 illustrates a Water Quality Infiltration Trench, located off-line from the primary conveyance/detention system. Figure III-3.9 shows a schematic of a typical infiltration trench. Figures III-3.10 through III-3.15 illustrate other variations of trench designs. Planning Considerations Appropriate soil conditions and the protection of ground water are among the important considerations which may limit the use of this BMP. See Section III-3.3 for a description of General Limitations. One advantage of trenches is that they have less tendency to become clogged with sediment than do other infiltration BMPs. This BMP will typically be located "off-line" from the primary conveyance/detention system in order to effectively treat pollutants and protect the infiltration soils from clogging. Water Quality Infiltration BMPs must always be preceded by a pretreatment BMP to remove sediments that could clog the infiltration soils. An infiltration trench will generally be used in relatively small drainage areas (usually less than 15 acres) . This practice can be used in residential lots, commercial areas, parking lots and open space areas. Trenches are one of the few BMPs that are relatively easy to fit into the margin, perimeter, and other less- utilized areas of developed sites, making them particularly suitable for retrofitting. A trench may also be installed under a swale to increase the storage of the infiltration system. Design Criteria The procedure described in Section III-3.4 should be used to design an infiltration trench. Trenches are assumed to have rectangular cross-sections, thus the infiltration surface area (sides and bottom) can be readily calculated from the trench geometry. The storage volume of the trench must take into account the volume of backfill material placed in the trench (i.e. , void ratio) . The same general criteria that were presented for Water Quality Infiltration Basins (BMP RI.05) shall apply to trenches; the following information is also provided for guidance: • Soils Investigation - A minimum of one soils log shall be required for every 50 feet of trench length, and in no case less than two soils logs for each proposed III-3-30 FEBRUARY, 1992 STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN trench location. Each soils log should extend a minimum of 3 feet below the bottom of the trench, describe the SCS series of the soil, the textural class of the soil horizon(s) through the depth of the log, and note any evidence of high ground water level, such as mottling. In addition, the location of impermeable soil layers or dissimilar soil layers shall be determined. • The design infiltration rate, fd, will be equal to one-half the infiltration rate found from the soil textural analysis. • Pretreatment - Water Quality Infiltration Trenches must be preceded by a pretreatment BMP. See Chapter I-4 for selecting appropriate pretreatment BMPs. • Drawdown Time - Infiltration trenches shall be designed to empty the 6-month, 24- hour storm event within one day (24 hours) . This will ensure that the necessary aerobic conditions exists in order to provide effective treatment of pollutants. If a Presettling Basin (BMP RD.10) precedes the infiltration trench, the combined drawdown time for both BMPs should be 24 hours. • Backfill Material - The aggregate material for the infiltration trench shall consist of a clean aggregate with a maximum diameter of 3 inches and a minimum diameter of 1.5 inches. The aggregate should be graded such that there will be few aggregates smaller than the selected size. Void space for these aggregates is assumed to be in the range of 30 percent to 40 percent. • Filter Fabric - The aggregate fill material shall be completely surrounded as shown in Figure III-3.9 with an engineering filter fabric. In the case of an aggregate surface, filter fabric should surround all of the aggregate fill material except for the top one foot. • Overflow Channel - In general, because of the small drainage areas controlled by an infiltration trench, an emergency spillway is not necessary. In all cases, the overland flow path of surface runoff exceeding the capacity of the trench should be evaluated to preclude the development of uncontrolled, erosive, concentrated flow. A nonerosive overflow channel leading to a stabilized watercourse shall be provided. • Seepage Analysis and Control - An analysis shall be made to determine any possible adverse effects of seepage zones when there are nearby building found- ations, basements, roads, parking lots or sloping sites. Developments on sloping sites often require the use of extensive cut and fill operations. The use of infiltration trenches on fill sites is not permitted. • Buildings - Infiltration trenches should be located 20 feet downslope and 100 feet upslope from building foundations. • Observation Well - An observation well shall be installed for every 50 feet of infiltration trench length. The observation well will serve two primary functions: it will indicate how quickly the trench dewaters following a storm and it will provide a method of observing how quickly the trench fills up with sediments. Figure III-3.16 illustrates observation well details. The observation well should consist of perforated PVC pipe, 4 to 6 inches in diameter. It should be located in the center of the structure and be constructed flush with the ground elevation of the trench as shown in Figure III-3.9. The top of the well should be capped to discourage vandalism and tampering. III-3-31 FEBRUARY, 1992 STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN Unstable Excavation Sites Vertically excavated walls may be difficult to maintain in areas where the soil moisture is high or where soft or cohesionless soils predominate. These conditions require laying back of the side slopes to maintain stability; trapezoidal rather than rectangular cross-sections may result. This is acceptable, but any change in the shape of the stone reservoir needs to be taken into consideration in size calculations. Traffic Control Heavy equipment and traffic shall be restricted from travelling over the infiltration areas to minimize compaction of the soil. The trench should be flagged or marked to keep equipment away from the area. Observation Well An observation well, as described in the previous section on design criteria and shown in Figure III-3.16 shall be provided. The depth of the well at the time of installation will be clearly marked on the well cap. Maintenance Inspection Schedule • The observation well should be monitored periodically. For the first year after completion of construction, the well should be monitored after every large storm (>1 inch in 24 hours) , and, during the period October 1 through March 31 inspections shall be conducted monthly. From April 1 through September 30, the facility should be monitored on a quarterly basis. A log book shall be maintained by the responsible person designated by the local government indicating the rate at which the facility dewaters after large storms and the depth of the well for each observation. Once the performance characteristics of the structure have been verified, the monitoring schedule can be reduced to an annual basis unless the performance data indicate that a more frequent schedule is required. Sediment Removal • Sediment buildup in the top foot of stone aggregate or the surface inlet should be monitored on the same schedule as the observation well. A monitoring well in the top foot of--stone aggregate shall be required when the trench has a stone surface. Sediment deposits shall not be allowed to build up to the point where it will reduce the rate of infiltration into the trench. III-3-33 FEBRUARY, 1992 STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN Figure III-3.9 Schematic of an Infiltration Trench (Reproduced with permission from Schueler (16) ) Wellcap Observation Well 010, Overflow Berm Emergency O .e`,•.d•O.o°� o.o• ..�,Jj:,�.K=�,e •'•• ..::.;: .O.op a '.t:•.: .-•...:.'%S:'•:-�"�.� �i "'O�J�a y:c•�'�Q,'bt� p ��' Runoff Filters Through o o20 Foot Wide Grass Buffer Strip. °q!bZT . Protective Layer of Filter Fabric C :bv••.nfi�nbC�: Filter Fabric Lines Sides to oo•Trench ° Prevent Soil Contamination / :• :tJ : ' 3-8 Feet d o. Deep Filled QO0 pQ•o•with 1.5-2.5 •0.�'�Inch Diameter �;Po Clean Stone i; 00 -0-�• • a'O .O��O e Send Filter(6-12) Inches Deep or Fabric Equivalent Runoff Exfiltrates Through Undisturbed Subsoils with a Minimum fc of 0.5 InchesiHour FEBRUARY, 1992 STORKWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN Figure 111-3.11 Parking Lot Perimeter Trench Design (Reproduced with permission from Schueler (16) ) -A. 11 Top View Side View Dripline of Tree Should Not Extend Over Trench Berm (Grassed) Slope of Parking Lot -0 Slotted Curbs Act (n • as a Level Spreader .0 't. v .. TT Cars Trench Filter Strip Directly Abuts 6• Protective Filter Pavement 10''O. Cloth Layer IS , Sand Filter Storm Drain Slotted Curb Spacers (if Partial Exfiltration 111-3-37 FEBRUARY, 1992 STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN Figure III-3.13 Swale/Trench Design (Reproduced with permission from Schueler (16) ) Top View Driveway Railroad Tie Check-dam !�' •':Swale. ''. .0 Driveway Culvert oQa •' •on,opOO•CQ Culvert Direction YSwale _f_ c.;= '•o. r— »,+` of Flow - :c.:., o`P.r.` StoneTrencho •.: ,Y '�• ��" �'. j.'_.'y� \• .0..G c •O �•,o O. a �d:• V ytn: oI looms, Side View C`1 D— II YlY.�JC.av Runoff Runoff Slope of the Trench Road Should be Less Than 5% cQ-1 r oo Permeable Filter Fabric Lines Sides and Also at One Foot Trench Depth — OVo�• 6 Inch Sand Layer Lfiltration III-3-39,V:,f., FEBRUARY, 1992 TITLE 13 RIGHT-OF-WAY USE PERMIT REQUIREMENTS /v PROJECT NAME/NUMBER � 7 (�3 r DATE �7 REVIEWED BY THE FOL6OWINC- 441VIS MUST BE SUBMITTED WITH THE COMPLETED COUNTY ROAD RIGHT-OF-WAY PERMIT APPLICATION FORM TO RECEIVE PERMIT APPROVAL TO WORK WITHIN THE PUBLIC RIGHT-OF-WAY: a *Application Fee in the amount of $ Permit Fee in the amount of $ ❑ Right-of-Way Construction Footage Fee of Footage Fee Total $ ! c.) payable to Snohomish County - 13.110 Public liability insurance - 13. 10. 100, 4.12,280 V /Improvement bond in the amount of $ 13. 10. 110 - 24. 12.280 /❑` Traffic detour plan for the proposed construction within the public right-of-way - 13.60.030 ❑ Lane closure permit from the Department of Public Works - 73.40.020 ❑ Other NOTICE: YOUR BUILDING PERMIT OR DEVELOPMENT APPROVAL WILL BE WITH- HELD UNTIL THE TITLE 13 RIGHT-OF-WAY USE PERMIT IS ISSUED. White Copy - Applicant Canary Copy - Project File Pink Copy - Permit File EN-103 SMOKEY POINT PROPERTIES an OFFICE COMPLEX HYDRAULIC CALCULATIONS r A � 1 � a � 0 � A 9 Ae l oQh!° o� wasy�c'Qgpo b O n G 'P11,74 A �Fs�C/STEaf'�G�`4. _ I O N A l E �i/i8/sy WIRES 1/16/95 I I BRL 94-143 11-18-94 d� l SMOKEY POINT PROPERTIES an OFFICE COMPLEX HYDRAULIC CALCULATIONS SITE DESIGN The proposed drainage facilities for the project will consist of an infiltration system that is designed to handle the proposed developed flows with an emergency 1 outfalling to the pre-developed drainage course. The soils in the area appear to be generally Lynnwood Loamy Sand 0 to 3 percent slopes, which are a Class C soils group. The hydraulic calculations used were the Y & W method to initially design the trench lengths. The Stormwater Management Manual was then used to check the trench design and incorporate the design BMPs into the Isystem. Water quality will be maintained by oil separators in CBs flowing into the trench system, enlarge 1 12"(� perforated pipes with 0. 5 ' parking lot ponding will provide storage volume. Protective filter cloth layer on the top and sides of the trench with a sand filter will be provided (if required) by the soils engineer pending field conditions. A =1 �J 1 . 1 GRADING AND T.E. S.C.P. rf Approximately earthwork quantities are as follows: 1 •Cut approximately 6, 800 cubic yards •Fill approximately 11, 700 cubic yards Erosion control will be maintained by temporary swales, -1 temporary settling ponds, check dams and silt fencing. I A gravel construction entrance will be provided for vehicular traffic leaving the site. Department of Ecology standard B.M.P.s will be followed to negate Iimpact to the surrounding properties. l j l . l J .l J INFILTRATION RATE Given: Perc rate = 5 min./in. 5 min./in. = 0.20 in./min. 0.20 in. /min. = 0.0167 ft. /min. 12 in./ft. I 0 . 0167 ft./min. = 0.0003 ft ./sec. �� V 60 sec. /min. i V Typical Trench l Proposed infiltration trench area 900 sq. ft. y (Per 160 LF of trench) Y :. QRR(infiltration) = 0. 0003 ft. /sec. (900 ft.2) = 0.27 cfs Determine Storage Volume required (25 year storm) l '\) Worst Case x Contributing impervious area = 1 . 32 ac. C..V = 0.90 5 7500 Qo = 0. 27 = 0 . 2273 cfs/Ac. 1 . 32(0. 90) Tp = -25 + 2706 `/2 = 84 . 12 min. 0.2273 VS - 4329(84. 121 - 40(0 . 2273) (84. 12) = 2572 . 38 cu. ft. 84. 12 + 25 VT = 2572 . 38(1 . 32) (0.90) = 3055 . 98 cu. ft. 1 1 1 INFILTRATION SYSTEM DESIGN I BASIN LIST Basin Area Trench QRR Qo T, Vs VT 1 Length Cu.ft. 2 . 0. 55 Ac 160 ' 0. 27 cfs 0. 5455 45 . 43 1801 .25 891 . 62 4 . 0. 39 Ac 160 ' 0.27 cfs 0. 7692 34. 31 1448. 7 508. 49 5 . 1 . 32 Ac 160 ' 0.27 cfs 0.2273 84. 12 2572. 38 3055 .98 10. 0.93 Ac 160 ' 0. 27 cfs 0 . 3226 66. 59 2288 .06 1915 . 11 13 . 0. 71 Ac 160 ' 0.27 cfs 0.4225 55. 02 2047 .02 1308.05 4 17 . 0.99 Ac 150 ' 0. 27 cfs 0.3030 69 . 49 2341 .77 2089 . 52 i STORHWATER HANAGE14ENT HANUAL FOR T119 PUCET SOUND BASIN .2C.�IQst�i.Cs�h a-rQ_�R�1��on�11�p f O Inches/hour, ,thus f R O,S " /•oU 0.0833 ft/hr '� Z'D e-F5 inches/hour variable - maximum of 2 feet L w assume 3yv feat a,,- bottom surface area - 3yo" Z Q(ogDsq, ft. 'Solving for p in Darcy•s equation gives: '1 h + L h + 10 (� w f,1 A A A 10 0 - sb.toy( htial ��►��9e RelgtlOnshiv The stage-storage relationship would be: S A, " h " Void Ratio w 680 " h " 0.1, or ( ' Resul�lL4t 1't-eli inerL_Sizing . 1The tabular form of the stage-discharge and stage-discharge relationships would be: If i 0 S ,i -----(ft)--- (ft/tt)-- (cfB) (cu.ft.) 0.0 1 .0 S6.[,y ---o- - ----- 0.5 1 . S-q, y 7 /34. 1 .0 1 .4-- 1 .5 1 .}5- 67 3a 272 2.0 1 .2, &Sil'/ yob G 7. 17 S yy Note that for design purposes It may be simpler to set the hydraulic gradient equal to 1 thus making the discharge independent of stage. s J, At this point a level pool routing should be conducted to develop al dimensions of the amp, ns euring, the fin design however, that the amp will Cho design storm(s) within 21 hours. the in al degig III-3.5 CONSTRUCTION AND MAINTENANCE III-3.5� overy e ' The failure of infiltration and filtration BNPe to function properly can often be traced back to construction and maintenance iesuee. By utlliz.inq appropriate construction practices and coducting systematic and rigorous maintenance, f infiltration/filtration BHPa should function properly.n ` - — III-3-19 — — — FEBRUARY, 1992 SMOKEY POINT PROPERTIES Ralph Monty Downstream Analysis p. 076 , pQ�\O v 11174 l��'� 7�z 319 7 �1/16/94 BRL 94-143 7/23/97 1 . SMOKEY PO INT PROPERTIES l Ralph Monty IDownstream Analysis Stormwater runoff from the site drains to an existing low area along the north l property line approximately 95' west of the northeast property corner (see I attached map). Due to the pervious and flat natural ground of the surrounding area it appears that stormwater runoff infiltrates and is subsurface on the neighboring site to the north. The low area on the adjacent site is approximately I9-' x 40' and is 1-2' deep. The area has native vegetation of buck brush, cottonwood and alders confirmed to the low wet area. (Note the proposed project will be infiltrating stormwater runoff onsite with only emergency flows being directed offsite.) This downstream analysis was terminated at the low area 1 offsite. f I l _1 . 1 _1 J ` Y1y3 Moti7-y 7- e w ' � r TO S- (�IDE ,�oTTd�- -U-1 4' 5- //r27- SGo/�ES Tb 5C0 _A_e-E /•a z= Sao e w f J) - SCo_P__.�5-- /r� _ CLEV ''Low 16 64-90 w� spa E ��o�s Lass- 77A4-^� 3 •� CFSS �•�iv3:/ �Ex ��- .go t 5�0' �oTLC 0 "Z-bu) * fa NIFAe-6 $� �o LIz�1j w�i(/D iuC�7`D� ovr 1 v CG- - 7.c,{L P",S fF Co .cJc D, f}LAEt� C Ge.�Fi AJ E D TD �Lo w•1 -w IUT Ff+� OND LXL✓ VCG CjPA&q T ADea2 F�Spa72W gRQo/'" r �Y/y3 �a tirT� 7- 2 9'-7 r --- © b - o _ 1 U 7zztl---- Ile _ r ,I V Z�'i�ti�r/oa� i 50.00 + X NONEXISTENT EG "PRMTX" PERCr10,259VOL, CLX XEQ "YRMDW2" PERC910:259VOL, TRENCHrL=? XEQ A TRENCIi,Q=? 943.00 RUN TREMCH,W= 4.00 RUN PERC,A=6,601.6$00 RUN PERC=?MRI RUN SAF. FNC.=? 5.00 RUN 1.00 RUN Q,a=1.83 XEQ B A=? 4.89 RUN C,deV=? Oro=0.47 .80 RUN T,P=31.63 RUN RUN V,S=1,125.12 �GQ.p V,T=4,401.47 RUN RUN Q,25=?1.83 A=? 618.90 ENTER" 155.09 + PIPE=?IN. XEQ D 12.00 RUN VOL.=3r913.24 4618. ENTER 00lGA�3GE �, ,913.00 + 0 XEQ A T .ENCH,L=? 943.00 RUN TREMCH,D=? TREMGH,W= 4.00 RUN 3.00 RUM PERC,A=6,t.t;1.00 ucrca—: A=? XEQ B R=: G,deV=? 4.89 RUN .30 RUN Q,0=0.23 T,P=55.08 RUN V,5=19706.43 RUM DI IN �,vacz- �ov4�••,G� MinimL»II Pipe Velocity Verification MINIMUM PIPE VELOCITY Flowing Full Proposed: Minimum pipe diameter = 12.0" Minimum pipe slope = 0.50% n 0.012 (CP & N 12) Flowing full per Mannings: Given: Q Flowing Full = 2.73 cfs Velocity = 3.46 fps flowing full 3.46 > 3.0 fps O.K.!! SMOKEY POINT PROPERTIES an OFFICE COMPLEX HYDRAULIC CALCULATIONS 1 PLANNING DEVEt,.,P,.iENT SERVICES OSTERGAARD • ROBINSON rs+ASSOC. INC. CONSULTING ENGINEERS SMOKEY POINT PROPERTIES an OFFICE COMPLEX HYDRAULIC CALCULATIONS SITE DESIGN The proposed drainage facilities for the project will consist of an infiltration system that is designed to handle the proposed developed flows with an emergency outfalling to the pre-developed drainage course. The soils in the area appear to be generally Lynnwood Loamy Sand 0 to 3 percent slopes, which are a Class C soils group. The hydraulic calculations used were the Y & W method to initially design the trench lengths. The Stormwater Management Manual was then used to check the trench design and incorporate the design BMPs into the system. Water quality will be maintained by oil separators in CBs flowing into the trench system, enlarge 12"4) perforated pipes with 0.5' parking lot ponding will provide storage volume. Protective filter cloth layer on the top and sides of the trench with a sand filter will be provided ( if required) by the soils engineer pending field conditions. GRADING AND T E S C P Approximately earthwork quantities are as follows: •Cut approximately 6, 800 cubic yards •Fill approximately 11, 700 cubic yards Erosion control will be maintained by temporary swales, 1 temporary settling ponds, check dams and silt fencing. A gravel construction entrance will be provided for vehicular traffic leaving the site. Department of Ecology standard H.M.P.s will be followed to negate 1 impact to the surrounding properties. P f 1 I _ j . I . I OSTERGAARD e ROBINSON & ASSOC. INC. CONSULTING ENGINEERS 3795(OLRY AVE. AI GVIiRF17, %VA 9R201 (206) 259-6445 BEI'l.liVllF,: (206)R27-5R54 Y may, MADE BY =— DATE ZJ 2*JOB NO. 9 -/ ¢ 3 CHECKED BY"-De- DATE SEC NO. SHEET NO. EXCAVATION Gc�'f' EMBANKMENT F/ STATION DIST. END AREA SUM OF VOLUME END AREA SUM OF VOLUME FT. SQ. FT. END AREA CU. YDS. SQ. FT. END AREA CU. YDS. Ev, i-7 I ZO O 72 k /9359 3/8oO // 700 cw d 8 8 V INFILTRATION RATE ^� Given: Perc rate = 5 min. /in. 5 min./in. = 0.20 in./min. ' ) 0.20 in. /min = 0.0167 ft./min. l 12 in./ft. - � 0.0167 ft. /min. = 0.0003 ft./sec. 60 sec. /min. Typical Trench Proposed infiltration trench area 900 sq.ft. (Per 160 LF of trench) :• 0RR( infiltration) = 0.0003 ft./sec. (900 ft.2) = 0.27 cfs _ 1 Determine Storage Volume required (25 year storm) Worst Case Contributing impervious area = 1.32 ac. Cog. = 0.90 = 5 7500 silk 40 = 0.27 = 0.2273 cfs/Ac. 1 .32(0.90) T, = -25 + 2706 `/Z = 84. 12 min. 0.2273 VS = 4329(84. 12) - 40(0.2273) (84. 12) = 2572.38 cu.ft. 84. 12 + 25 V,. = 2572. 38(1 . 32) (0.90) = 3055.98 cu.ft. INFILTRATION SYSTEM DESIGN I BASIN LIST Basin Area Trench 7QR R Qo T, Vs VT Length Cu.ft. 2 . 0. 55 Ac 160 ' 0.27 cfs 0. 5455 45. 43 1801 .25 891 . 62 4. 0. 39 Ac 160 ' 0. 27 cfs 0.7692 34. 31 1448.7 508. 49 I 5 . 1 . 32 Ac 160 ' 0.27 cfs 0.2273 84. 12 2572 . 38 3055 .98 10. 0.93 Ac 160 ' 0.27 cfs 0. 3226 66. 59 2288 .06 1915 . 11 13 . 0. 71 Ac 160 ' 0. 27 cfs 0.4225 55.02 2047.02 1308.05 17. 0. 99 Ac 150 ' 0.27 cfs 0.3030 69 . 49 2341 .77 2089 . 52 STORHWATER HANACElfBNT HAHUAL FOR THE PUCET SOUND Bhsim f - Z, 0 inches/hour, thus ff - O.S • /'00 - 0.0833 ft/hr , Z'� 9-PS inches/hour variable - maximum of 2 feet L - awsu►ne iyp feet (o, A,,- bottom surface area -3y04 Z -&90sq, ft. .• '1• . Solving for 0 in Darcy's equation gins.. 0 fd • h LAA - h + 10 • --------- A ' t. 10 or, = 0 - Sb,loy h tic 1 �a / Stag4 ato�Qe Relat on ship " The stage-storage relationship would be.- A, " h • Vold Ratio (o$O " h " O.I, or S.! w 272 " h (•' 8��el__['t�+L.(L�r_Lslsinv . The tabular form of the stage-discharge and stage-discharge relationships would ' .' p tld be: h i 0 s (ft)- (ft/ft) (erg) (cu.ft.) � • ----- ---- - ---- ---- ---------------- 0.0 1 0.5 1 .�13 s-y,y 7 131. 1 .0 1 .4- 1 .5 I ,{3. 61,30 27Z 2.0 I.,�- GS,/q yob 6 7. 17 S yy Hots that for purposes equal to 1 thuss making it may be simpler to set the hydraulic grad$ept !, making the It independent of stage. r At this point a level pool routing should be conducted to develop l detjlgn the flga dimensions of the amp, ensuring, however, that the 8Mp will completely in lltxpte the design atorm(s) within 2I hours, III-3.5 CONSTRUCTION AND MAINTENANCE III-3.5 O ervlew The failure of infiltration and filtration BHPw to function properly can often be traced hack to construction and maintenance lwwuew. By utll.ls[nq atppropriate conwtructlon practices and coilductlnq wywtwmat:lc and rigorous m*intenancer f infiltration/flltrat ton BIiPw should function properly. FEBRUARY, 1 T.E.S.C.P. PER BPMs T.E.S.C.P.: Calcs SCS BMPs Soil Type: Alderwood-Urban land complex Hydrologic Group: C I K Factor: 0.20 1 Erosion Potential: Moderate-severe 10 yr-24 hr precipation: 2.41' Runoff volume: Contributing site area = 1.96 ac Volume required = 1500 cu.ft./Ac (Nomagraph 1) Total = 1.96 Ac (1500 cu.ft./Ac) = 2,940.00 cu.ft. Sediment Volume: Slope of land 8-9% @ 695' Volume required = 80(1.96) = 157 (Nomagraph 2) Therefore total volume required = 2940 + 157 = 3,097 cu.ft. Proposed pond For T.E.S.C.P. purposes the proposed retention/detention pond area will be utilized for sedimentation. Proposed retention/detention volume 3,097 cubic feet. O.K. I SOIL ' EROSION POTENTIAL HYDROLOGIC GROUP K FACT( Alderwood ' moderate-severe ' C ! j.20 ' Beausite moderate-very severe B . 15 Bellingham slight C . 24 Briscot slight C Buckley slight B/C Earlmont slight B/C Ed ewick slight B Everett moderate-severe A . 10 Indianola moderate-severe A .24 Kitsap moderate-severe C . 37 Klaus slight B .20 Neilton slight-moderate B .15 Newberg slight B Mooksack slight B Norma slight B/C .29 Orcas none D .05 Oridia slight C Ovall Severe C . 28 Pilchuck moderate-severe A .10 Puget slight B/C . 32 Puyallup slight B .28 Ra nar moderate-severe A .32 Renton slight B/C Salal slight B Sammamish none C Seattle none C Shalcar slight C .24 Si slight B Snohomish slight D .17 Sultan slight C . 37 Tukwila slight D -----f Woodinville slight C/D 45 . Lg Enownell WiLaw ==V IN u ME ME E 9146a QR to RE •. = iM I IIdANWI �IA�I �' r �l 3__.. Mal g10107a. ��82plinal r� !ql�I �►EL I'll p'iiiil�.4 dim • •r Mai MINI Kif1:14;114- ... � ��NI��i►llalp;j�� • ,.. MIIlII�IIN►1�I��lN,'lIIYI �! TE14POPARY SEDIMENT PONDS - NOMOGRAPH 2 (SEDIMENT VOLUME FOR DETENTION STORAGE) 17 --- 4.0 � = = 2.oERDDi L[ .. l Ili, ' � I.': � � � _r 6%.�': f._r-�-„"• - ILL i -• �:i � � � . I I � . ic. •O�o 2 ,02 t m 11 1 K.i4 , • e)0 7 -00 f Slope Lamm in Feet �O 2 O 3� EROSION TONS PER ACRE �I (E = RKLSCP) U M 0 ` Milli w 3 O 4J /00 C N _ zoo 0 o G * BARE GROUND (C = 1 . 0 P = 1 . 2 , & R = 10) rs, O 1/ 60 P .C . F . per Ft. 3 a4 300 o Dn w _ > h � h 44 . MINIMUM PIPE VELOCITY Flowing Full Proposed: Minimum pipe diameter = 12.0" Minimum pipe slope = 0.50% n 0.012 (CP & N 12) Flowing full per Mannings: Given: Q Flowing Full = 2.73 cfs Velocity = 3.46 fps flowing full 3.46 > 3.0 fps O.K.!! SMOKEY POINT PROPERTIES Ralph Monty Downstream Analysis BRL 94-143 7/23/97 I SMOKEY POINT PROPERTIES IRalph Monty Downstream Analysis . l Stormwater runoff from the site drains to an existing low area along the north property line approximately 95' west of the northeast property corner (see attached map). Due to the pervious and flat natural ground of the surrounding area it appears that stormwater runoff infiltrates and is subsurface on the neighboring site to the north. The low area on the adjacent site is approximately l9-' x 40' and is 1-2' deep. The area has native vegetation of buck brush, cottonwood and alders confirmed to the low wet area. (Note the proposed project will be infiltrating stormwater runoff onsite with only emergency flows being directed offsite.) This downstream analysis was terminated at the low area 1 offsite. I 1 i l _ 1 l µJ 100 YEAR-24 HOUR INFILTRATION SYSTEM DESIGN POST-DEVELOPED 100 YEAR-24 HOUR BASIN SUMMARY r l /:15 8 Osteroaard Robinson & Assoc . Inc . 080e 1 RALPH MONTY' S HOTEL.. SITE 100YR 24HR BASIN SUMMARY INFILTRATION SYSTEM DESIGN BASIN SUMMARY 1 BASIN 10: ID1. NAME: 100YR 24HR SBUH METHODOLOGY -� TOTAL. AREA. . . . . . . : 4. 29 Acres BASEFLOWS: 0.00 c f s RAINFALL. TYPE. . . . : TYPE1A PERVIOUS AREA PRECIPITATION. . . . : 3. 50 inches AREA. . : 0. 79 Acres TIME INTERVAL. . . . : 10.00 min CN. . . . : 86.00 l TIME OF C ONC:. . . . . : 3. 16 min IMPERVIOUS AREA I ABSTRACTION COEI=F: 0.20 AREA. . : 3. 50 Acres CN. . . . . 98.00 I TcyReach - Sheet L: 80.00 ns:0.0110 p2vr: 2. 50 s:0.005() TcRea'lch - Channel L: 207.00 k:c-. :42.00 s:0.0050 PEAK RATE: 3.01 cfs VOL: 1 .09 Ac-ft TIME: 470 min I 1 I I I . l . 1 J J J J INFILTRATION PIPE STORAGE STRUCTURE 100 YEAR-24 HOUR LEVEL POOL ROUTING RALPH MONTY HOTEL SITE Infiltration System Design Infiltration trench provided = 1,140 LF 100 year-24 hour storm event peak storage = 113.41 Trench volume provided: Width = 3% Height = 3' Pipe 0 = 1.0' or .79 cu.ft./LF Washed rock = 1 t/2"0 % of voids = 30% Volume Provided Stage Storage Computations Description Stage Storage cu.ft. Base of 112.00 -0- trench Inv. of pipe 112.50 1140 length x 3' wide x 0.5' deep x 0.30 voids = 513.00 cu.ft. Top of pipe 113.50 1140'x3'x 1.0'-[1140'x0.79 pipelx0.30 voids+1 MO.79 pipe=1656.42 cu.ft.+ 513=2169 cu.ft. Inv. oil/water 114.00 1140'x3'x0.5' deepx0.30 voids = 513.0 cu.ft. 2169+513 cu.ft. = 2682 cu.ft. separator Top of trench 115.00 (oil/water separator) (CB Type 1L) 1140'x3'xl.0'x0.30 voids+(12x8.16 cu.ft.)+(14x4.0 cu.ft.)+2682cu.ft.= 3861.92 cu.ft. i I � F:x ISTI N4 FXTFU MP C-1 Rcau rJ D� CcjRPj BLEND TO LX115TINU� FOR I✓U-"U'gKE. C O r'J r.IEGTI C3,0 SECT 10[ootooI V - D SCALE HOR17- I' = id _ r „ LIA l,aN'rx��4PE n'(oP�jor[� Gcl RPS NATIVE P2AGK-I:-I4' -- � bb � D • o 0 0• .. � 69 Fe PIPE(YVc) e °, • �t . JEC. 10-03.b.1.0. w EL.L c D C. 10-09.b.2.0. e u "? ° `•. 2 OF I�%2�` W P� � TOP J , ! D a e l2': PAR- Y\vlG • ' USE SHALL N °D a " .►.ip C HYDR�U�-IL ITES. �' �' t•'-' -ram �� j01 L) I M 1 9-T HE 12'' 1Z" i2'► En TrRE w GH ,VaTX L_ CN-rs) INFILTRATION PIPE DISCHARGE TABLE DESIGN vile Basin Hvdroaraoh Storage Discharge Level pool 0steraaar244MM�»�> »�� 1�M�� i�M�i ��8 .@EtanGular vault 3 Tramezoidal basin J 22nderoround Dice J Jsto list 3 Jcustom file J J CUSTOM STB-STO LIST 3 J STORAGE STRUCTURE ID : 2 g JNAME: INFILTRATION PIPE g 3INCREMENT: 0.05 & 3 STAGE STORAGE STAGE STORAGE \ 31 : 112.00 0.00 6: 0.00 0.00 J 2: 112. 50 513.00 7: 0.00 0.00 a : 113. 50 2169.00 8: 0.00 0.00 3 4 : 114. 00 2682. 00 9: 0.00 0 .00 3 35: 115.00 3862.00 10: 0.00 0.00 J 39GUP RGDN F2: VOL F3: BET F6: Delete F102 Exit \ Available Memory remaining : 196728 bvtes Current Data Set Name : c: \W\94143\MONTY RALPH MONTY INFILTRATION SYSTEM Given: Infiltration rate = 0.0003 ft./sec. (Allowable) Infiltration rate/LF @ 5 sq.ft./LF = 0.0015 cu.ft./sec/LF Total infiltration rate = 1140(0.0015) = 1.71 cfs Allowable Fi I 8as•in I-Ivdroaraoh Storage Discharae Level 000i. 0 s t e r a a a r d R obinsan^MMMMMrI!`lMr1MMr1Mr1MrlrlMrlMMrlEi Release . _> •->F'r000rtional weir -31 �v-We i r .3 Notch weir .3 _-Mroad crested weir ._i _Orifice desion �S �"r1r1r1r1r1r1Mr1Mr1r1Mr1rlr1Mr1r1r1rrr1r1r1r1rlrlr1r1r1r1r1r1r1r1Mr1r1r1MMMrlrlrlrlrlrlrlrrrlMrlrlrlrlMrlrlrlr1r1r1r1rlr1rlS "> CUSTOM "ETC--•DIS CURVE :> D I fiCHAF:(�.E. STRUCTURE I D: SAME': INFILTRATION FIFE T> ::,]:I%ICREMEN"f: C).t;)5 _> s STAGE DISCHARGE STAGE: DISCHARGE �T m11. : 112.00 1 .71 b: 0.00 0. 00 : 115.C)t;) 1 .71 7: 0.00 C).C)C) �> t_i.C)a 0.C)o 8: 0.C)0 0. 00 . 4: 0.00 a 0.00 9: 0.00 0.. 007 5: c).C)t:) c:) 1 C): C),00 t . ti"F'GUF' F'GDh1 Get Fb: Delete Fl.o: E:cit 7'rlrlrlrlrlrlrlMrlrlrlrlrrMrlPIPIPirirlrlrlrlMr1r1r1rlrrr1r1r1MMrlrlMrlhlrlrlrrrlrlryrlMrtrirtrtMMr1 rir1P1r1r1rIr1Mr1rlr1r1.` Available Memory rema.i.nina : 196728 bvtes is Urrent Data Set IVame: C: \W\9A.143\MONTY 1 100 YEAR-24 HOUR LEVEL POOL ROUTING Mile Basin Hvdrrgranh Storage Discharge Level pool O s>t e r o a a r d Robinson & Assoc . LEVEL POOL_ ROUTING INSTRUCTIONS 3 PRE; I NF'LO STU STU OU'T'F'L 3 _! 1 3DESCRIPTION HYD # HYD # TOFF D I S HYD # ti ID ID _;. _} 3E I00'','R 24HR 1 [1 .71 a CDI 1 [2 J E2 C 201 ._I 1 C I C J C J C 1 J C 1 C a L- — I: I A :.l C a !' J C J C J C I 3> I 31: F6 a CLEAR F'10: EXIT �•r?r?r?r?r?r?r?r?r?r?r?r?r?r?r?r?r?r?r?r?r?r?r?r?r?r?r?r?r?r?r?r?r?r?r?r?r?r?r?r?r?r?r?r?r?r?r?r?r?r?r?rrr?r?r?r?r?r?r?r?rah?r?r?r�rir.+:4 Available Memory.• remaining : 195728 bvtes I Current Data Set Names C: \W\94143\MONTY I File Basin Hvdrooraph Storage Discharge Level cool O_s t e r n a a r d Robinson & Assoc . 1'n 2 r?r?r?MMr?r?r?r?Mr?r?r?r?r?r?r?B I -3 ROUTING COMPARISON TABLE -� MATCH INFLOW STO D I S PEAK. PEAK: OUT DESCRIPTION PEAK PEAK: No. No. 5TG OUT HYD r 3100YR 24HR 1 .71 3. 01 2 2 113.41 1 . 71 2 0 _ I s _; Press anv k:ev to exit _ '�r?r?r?r?r?r?r?r?r?Mr?r?Mr?Mr?r!r?Mr?r?r?r?Mh?r?r?rlMrlr?1`ir?Mr1r?r?r'r?Mr?Mr?r?MMh1r?r?r1r?r?Mr?Mr?r?I`?Mr?,^?r?r?r?r1MMl`?Mr?r1r?r?t`?!`?l`?.` Available Memory remaining ; 196728 bvtes Current Data Set Name: C: \W\94143\MONTY 1 Qsteraaard Robinson & Assoc . Inc . o��c,3e i RALF'H MONTY' S HOTEL SITE 100YR 24HR LEVEL F'OOL ROUTING INFILTRATION SYSTEM DESIGN ___--FI T STQRY' QF�HYDROGRAF'H�ACTIVITY 1 Date of Session: 1/18/98 1 CLEARHIS - CHANGE "100YR 24HR" 3.50 PRECIP D1 LSTEND 'POOL 1 "100YR 24HR" 1.71 D1 2 2 20 100YR 24HR 1.71 3.01 2 2 113.41 1.71 20 2023AB cf l 1 1 l l 1 _ l . J • 1 SMOKEY POINT PROPERTIES an OFFICE COMPLEX HYDRAULIC CALCULATIONS r ti OSTERGAARD ROBINSON &ASSSOC, INC. CONSULTING ENGINEERS HYDRAULIC CALCULATIONS SMOKEY POINT PROPERTIES 1 HOTEL SITE RALPH MONTY 1 ^� TABLE OF CONTENTS y I. Purpose and Scope II. Existing Site Conditions III. Developed Site Conditions 1 IV. Erosion Sedimentation Control V. Summary of Hydraulic Analysis ` Appendix - Computer Data 1 Downstream Analysis . l _1 J HYDRAULIC CALCULATIONS SMOKEY POINT PROPERTIES HOTEL SITE I. Purpose and Scope The proposed commercial hotel site development at Smokey Point is approximately 5 0± acres in size. The site will be developed as a hotel and convention retail complex. The property consists of one overall parcel accessing along Smokey Point Boulevard near the intersection of 168`" Place NE between I-5 & Smokey Point Boulevard. Development will result in a change in the runoff characteristics of the site. The creation of new impervious surfaces (road, buildings and driveways) together with removal of native vegetation will result in an increase in the rate and volume of stormwater runoff. Without the provision of mitigating measures this would increase the potential for increased flow rates to downstream properties. In addition, during the course of construction, onsite erosion could result in the transport of sediments downstream if unchecked. Temporary and permanent water quality control measures to mitigate adverse environmental impacts to the downstream systems are proposed. Interim erosion control measures will be taken and permanent water quality controls provided. A permanent stormwater infiltration system will be constructed to insure that stormwater runoff from the site will not be increased. II. Existing Site Conditions The site consists of gentle sloping natural pasture and light brush. As indicated in the soil survey of Snohomish County area, the developed site area is underlain by Lynnwood Loam/Sand(Hydrologic Group"C"). Runoff from the site is in the form of sheet flow to an existing drainage course to the north and west along I-5. A prefabricated log house builder is currently assembling units on the west 1/4 of the site. All buildings on the site are temporary and will be removed from the site prior to construction. III. Developed Site Conditions The Smokey Point Properties hotel site will provide a four story ninety-nine room hotel with approximately 341 parking stalls. Provision has been made for future access from the parking lot to the adjoining Eagle Hardware site to the north and to the existing car dealership to the south. The proposed drainage facilities for the project will consist of an infiltration system that is designed to handle the proposed 100 year-24 hour developed flows with an emergency outfalling to the pre-developed drainage courses. Water quality will be provided by biofiltration and retention of the 1/3 2 year-24 hour water quality storm event. IV. Erosion Sedimentation Control During the course of construction, sediment laden runoff will be directed to temporary sediment traps with gravel filter berms and filter fabric silt fences to collect sediments prior to outfalling the site. Temporary filter fabric silt control fences will provide perimeter control and dispersion to native vegetation at sediment trap outlets. Course rock check dams will be installed along all temporary swales and permanent bioswales to trap sediment and reduce runoff velocities. Department of Ecology standard BMPs will be used be minimize potential sediment laden runoff. per county requirements, hydroseeding and mulching of all exposed areas will minimize sediment runoff during construction. V. Summary of Analysis Per rat/lineal foot of trench = 0.006 cu.ft./sec. 100 year-24 hour infiltration volume required = 6244 cu.ft. Volume provided = 8252 cu.ft. Draw down time = 2.43 hrs Peak stage = 115.53 I-5 1/3 2 year-24 hour water quality volume required = 5663 cu.ft. Volume provided = 5855 cu.ft. -I f "f COMPUTER DATA 1 : 1 .J J I 1 _i 100 YEAR-24 HOUR INFILTRATION SYSTEM DESIGN RALPH MONTY HOTEL SITE Infiltration System Design Infiltration trench provided= 1,140 LF 100 year-24 hour storm event peak storage = 116.49 Trench volume provided Width = 8' Height = 3' Pipe f = 1.0' or .79 cu.ft./LF Washed rock = 1 '/2"f % of voids = 30% Stage Storage Computations Design Volume 900 LF Trench Proposed Volume 1140 LF Trench Elevation Pipe End Area Pipe Volume Trench Volume Stage Volume Pipe Volume Trench Volume Stage Volume Sq.Ft. Cu.Ft. Cu.Ft. Provided* Cu.Ft. Cu.Ft. Provided " Cu.Ft. Cu.Ft. 114.00 0 114.10 0.05 45 720 248 57 912 314 114.40 0.38 342 2880 1103 342 3648 1334 114.70 0.81 729 5040 2022 923 6384 2560 114.75 1.03 927 5400 2269 1174 6840 2874 114.90 1.11 999 6480 2643 1265 8208 3348 115.20 1.52 1368 8640 3550 1733 10944 4497 115.50 1.77 1593 10800 4355 2017 13680 5516 116.50 0 - 2160 6515 - 9120 8252 *30%Void Factor f Per neighboring site of Rairden Chrysler worst case (as provided by Snohomish County PDS, see attached). Use "3 min/inch": Perc rate or 0.00010 cu.ft./Ft2/sec. With safety factor of 2.0 use 6 min/inch 6 min = 0.1667 in./min. it 1 inch 0.1667 in./min. = 0.0139 ft./min. 12 in./ft. 0.0139 ft./min. — 0.0002 ft./sec. 60 sec./min Infiltration per Lineal feet of trench (8' wide) 0.0002 ft./sec. (8.0') =0.0016 cu.ft./sec. Infiltration rate per 900' design length 0.0016 cu.ft./sec. (900 LF) = 1.44 cfs Infiltration rate per 1140' design length 0.0016 cu.ft./sec. (1140 LF) = 1.82 cfs 100 year-24 hour storm event 100 year-24 hour storage volume required = 4429 cu.ft. Add 41% volume correction factor 1816 cu.ft. (Figure I I I-1.1) Total Volume Required = 6244 cu.ft. Volume provided 1140 LF trench & 18"f pipe = 8252 cu.ft. Note 8252 cu.ft. provided> 6244 cu.ft. required O.K. Derivations A. 18"f pipe end area — 1.77 cu.ft./LF �l B. Draw down time ` 9464 cu.ft./1.08 cfs = 8763 sec. 8763 sec./60 sec/min = 146.05 min. 146.05 min/60 min/hr = 2.43 hrs _l rjl l l l _ 1 _1 RECEI I I N O V 19 1993 I ENGINEERING COMMUNITY DEVELOPNlEINT a� 1 Vain O PL-F-F u o I r, s j74 C.v- -I I �, of a 3 re ao i z STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN FIGURE III-1.1 Volume Correction Factor to be Applied to Streambank Erosion Control BMPs Based on Site Impervious Cover so 45 40 - v 35 - G LL Z 30 O / G 20 15 101---- 0 20 40 60 80 100 SITE IMPERVIOUS COVER C94D III-1-3 FEBRUARY, 1992 " ' - � ` � �a�in �vdrcoraoh S�oraoe Dischar0e Level 000l lNPUT. MODIFY OR BROWSE DATA � BASIN ID - 12YR SBUH HYDROGRAPH � 'ESCRIPTION : 6 MONTH ( WATER DUALITY STORM ) Peak Fnctor: 484' 00 .' -AREA ( acres) : 2 . 100 RAINFALL CHDICKE . j SRAlN PRECIP ( in ) : . 1 . 02 1 . TYPE IA , 371%:ME INTERVAL (min ) : 10 .00 2. TYPE l 3TIME OF CONC ( min ) : 4 . 64 3. TYPE II � � �R4INFALL SELECTlON : � 4 . TYPE lIA J V JA8STRACT COEFF : 0.2 ) 5 . TYPE 3 � �8ASE FLOW ( cts) : 0.0 6. USER 1 � � J57O�M DUR ( hrs) : 24 .000 7. KC 7 DAY � \ / 3 8. CUSTOM J OPER;IOUS PARCEL IMPERVIOUS PARCEL 3 JAREA: 0. 180 acres AREA: 1 .920 acres � | 3CN : 86.00 CN : 98 .00 � � _ 3 SUMMARY DATA � } JPEAK HYDROGRAPH TIME: 9 .00 hrs / 3PEAK HYDROGRAPH FLOW: 0 . 3684 cfs 3TOTAL HYDROGRAPH VOL : 0. 1334 ac-ft 3 HOME END F1 :Find F2:New F3: Get F40c-Calc F5:Delete 3 / 3 Pow Podn F6 : Comoute F7 : F8:Method F9: Temolate F10 :Exit I 1 -' / | -' , RALPH MONTY HOTEL SITE Where Volume = depth [AT + AB +VATCAB] 3 Water Quality Volume Verification Pond Area Bottom Area Top Area Depth Volume Provided (Sq.ft.) (Sq.ft.) (Ft.) (Cu.ft.) I 1332 2164 1.67 2891 II 415 924 1.67 1090 III 468 1002 1.67 1200 IV 221 620 1.67 674 Total volume provided 5855 Volume required= 5663 cu.ft. < 5855 cu.ft. O.K. 714!, PROPERTY 1111 RAW LINE x PIPE SP Galvan ' design& c=eacme 2' MI N. 5ET_F}AG_ Y- pEJUL P 2 2!3 I ' Diamece of pipe (inches 12 — 34 60 ` 66 — 90 Riw �s 96 1 " 1' MIN FREEBOARD H'ti!'i J a: .Band 6. pipe EMERGENCY OVERFLOW SPILLWAY L "1 w.T.S. Bacic_.l densic7 •S '� STD. CURB B GUTTER ( ins call. AUOWA. Carrug: -EMENT CONCRETE OR - requi_a- SPHALT CONCRETE '� GR3 LIN�D__SWAL DRIVEWAY e-6 _ -2 2/3 r DETAIL 2, Pipe Diamece: i 12"-27" GLiT -----C!WAdS6 LINED SWALF OUrF 30'@-36" 4 2 U_JJ G 4 11 _(,-r'o RoADSIM SWAL-E SRC) - 60"- Construction and Maintenance Criteria Spi.al Pipe Construction Timing Dianscs: 18"-42" AN infiltration trench shall not be constructed or placed into service until all of 48"-60" the contributing drainage area has been stabilized and approved by the responsible 66"-84" inspector. Trench Preparation tr All non- Excavate the trench to the design dimensions. Excavated Materials shall be placed Joints. away from the trench sideslto enhance trench wall stability. Care should also be taken to keep this material away from slopes, neighboring property, sidewalks and streets. It in recommended that this material be covered with plastic if it is to be left in place for more than 30 days (see BKP E1.20 in Volume II). ity as POST-DEVELOPED 100 YEAR-24 HOUR BASIN SUMMARY ' ' Osteroaard Robinson A AsEmc . Oz. ' RALPH MONTY ' S HOTEL TITE ' BASIN SUMMARY � BASIN SUMMARY BASIN ID : D1 NAME: 100YR 24HR - SBUH METHODOLOGY | TOTAL AREA. . . . . . . : 4 . 89 Acres BASEFLOWS : 0 00 -fs / . - RAINFALL TYPE . . . . : TYPE1A PERVIOUS AREA PRECIPITATION . . . . : 3. 50 inches AREA . . : 0. 60 1 TlME INTERVAL . . . . : 10 .00 min CN . . . . : 86 .0) \ . ' TIME OF CONC. . . . . : 3. 16 min IMPERVIOUS AREA ABSTRACTION COEFF: 0. 20 AREA. . : 4.29 Acres CN . . . . : 98.00 | TcReach - Sheet L: 80 .00 ns:0. 0110 o2vr: 2. 50 s :0.0050 TcReach - Channel L : 207 . 00 kc : 42 .00 s: 0. 0050 PEAK RATE: 3 . 52 cfs VOL: 1 .27 Ac-ft TIME: 470 min | BASIN ID : D12YR NAME : 6 MONTH ( WATER QUALITY STORM) | / SBUH METHODOLOGY TOTAL AREA. . . . . . . : 2. 10 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE. . . . : TYPE1A PERVIOUS AREA | PRECIPITATION . . . . : 1 . 02 inches AREA . . : 0. 18 Acres TIME INTERVAL . . . . : 10.00 min CN . . . . : 86.00 TIME OF CONC. . . . . : 4. 64 min IMPERVIOUS AREA | ABSTRACTION COEFF: 0 .20 AREA . . : 1 .92 Acres ! CN. . . . : 98. 00 TcReach - Sheet L: 110.00 ns:0. 0110 o2vr: 1 .70 s:0.0050 7cReach - Channel L : 270.00 kc :42.00 s: 0. 0050 | PEAK RATE: 0.37 cfs VOL: 0. 13 Ac-ft TIME: 480 min - '- '- -' -- l �l l INFILTRATION PIPE STORAGE STRUCTURE . I i J . 1 ' Hvdrooraoh Storaoe Discharoe Level coot Osteroaar2 3 �J IRectanoular vault 3 | jFraoezoidal basin 3 3Underoround oioe 3 3Sto list 3 | 3Cust0m file 3 / 3 CUSTOM STG-STO LIST 3 � 3 STORAGE STRUCTURE ID: 6 - ] � , 3NAME: DESIGN 900LF INF . PIPE � 3lNCREMENT: 0.05 3 3 � | 3 STAGE STORAGE STAGE STORAGE �7 30 114 .00 0.00 6: 114.90 2643. 00 3 J2: 114. 10 246.00 7 : 115.20 3550. 00 3 | J3 : 114.40 1103.00 8: 115. 50 4355 . 00 3 � 34: 114. 70 2022.00 9: 116. 50 6515 .00 3 35: 114.75 2269.00 10 : 0. 00 0.00 3 3 3 � 3PGUP PGDN F2 : VOL F3: GET F6: Delete F10: Exit 3 Available Memory remainino : 196728 bvtes A Current Data Set Name: C: \W\94143\MONTY o | J - ' -- ' ` . | oily Basin HvdrooraPh Storaoe Discharoe Level 000 ' | ^ - ' Osterqaar2 3 �} JRectanpular vault 3 � 3Traoezoidal basin 3 3Lndercround Pioe I 3Sto list 3 U JCustom file 3 , 3 CUSTOM STG-STO LIST 3 3 STORAGE STRUCTURE ID: 7 � 3NAME : INF. PIPE 1140LF. J 3INCREMENT: 0.05 � � 3 � 3 STAGE STORAGE STAGE STORAGE 3 � 31 : 114 .00 0 . 00 6 : 114.90 3348.00 3 32 : 114 . 10 314 .00 7 : 115.20 4497 .00 J U 33 : 114 .40 1334 . 00 8: 115 . 50 5516. 00 3 U ` 34 : 114. 70 2560 .00 9: 116 . 50 8252. 00 3 351 114 . 75 2874 . 00 10: 0 .00 0.00 J " 3 3 U 3PGUP PGDN F2: VOL F3: GET F6: Delete F10: Exit 3 ' Available Memory remainino : 196728 bvtes U Current Data Set Name: C: \W\94143\MONTY 8 | ' | ' -- � ^� h ' ~« INFILTRATION PIPE DISCHARGE TABLE DESIGN | , ~ , Bas1n Hvdr-poraoh Storaoe Discharoe Levei non � Qsteroaard Robinson2 Release 3 ^� | ]Pr000rtional weir ] | , 3v-Weir 3Notch weir, J 3Broad crested weir I / | 3Orifice desion � ^ 3'3 CUSTOM STG^DIS CURVE � | 3 DISCHARGE STRUCTURE ID: 6 J � JNAME : INFILTRATION PIPE 900 Lr 3INCREMEW 0 .05 .� | ^ | 3 STAGE DISCHARGE STAGE DISCHARGE � 31 : 114.00 1 . 44 6: 0 . 00 0.00 ' 32 : 116. 50 1 .44 7: 0.00 0 .00 J | 33: 0.00 0. 00 8: 0.00 0 .00 � | 34: 0.00 0 .00 9: 0.00 0.00 J 0 . 00 10 : 0.00 0. 00 J | 3 I | / 3PGUP PGDN F3: Get F6: Delete F10 : Exit 3 Available Memory remainino : 196728 bvtes | Current Data Set Name: C: \W\94143\MONTY ' - ' - ' - ' '- , | � ~ . - | FQe Basin Hvdrgoraoh Storaoe piachn,pe / e`'� � `~-` � . '-- 8stergaard Ro bin son 2 Release 3 `J | A 3Pr000rtional Mir J | y 3Notch weir J 3Broad crested weir 3 | 30rifice desion T � 3 | WAME : =ILTRATION PIPE 1140LF ACT. J 3lNCREMENT: 0. 05 -3 � J � 3 STAGE DISCHARGE STAGE DISCHARGE sit 114.00 1 . 82 6: 0 .00 0 . 00 3 32 : 116 . 50 1 . 82 7: 0.00 0.00 3 U J3: 0 .00 0. 00 8: 0.00 0. 00 3 � 34: 0.00 0. 00 9: 0.00 0.00 3 35: 0 . 00 0 . 00 10: 0 .00 0.00 3 � 3 � 3PGUP PGDN F3: Get F6: Delete F10 : Exit 3 Available Memory remainino : 196728 bvtes / Current Data Set Name: C: \W\94143\MONTY / ' ' '- '- \ | i | ' | 100 YEAR-24 HOUR LEVEL POOL ROUTING ` ' _ / File Basin Hvdrporaoh Storaoe Discharoe LeveL 000i | / Ostergaard Robinson & Assoc . ln2 LEVEL POOL ROUTING lNSTRUCTIONS � J PRE INFLO STG STG uUlFL `1 DESCRIPTION HYD # HYD # STOR DIS HYD J 3 | J[ 100YR 24HR ] [1 °44 J [D1 20i / ! J[ l [ ] [ ] [ ] [ ] [ ] 3 | 1 3L ] [ ] [ ] [ J [ ] [ ] 3 ] L ] [ ] [ ] [ ] J � J 3 3 F6: CLEAR F10 : EXIT 3 7 Available Memory remainino : 196728 bvtes \ Current Data Set Name: C : \W\94143\MONTY ^ File Basin Hvdrooraoh Storaoe Discharoe Level 000l ( Osterqaard Robinson & Assoc . In2 � 3 - 3 ROUTING COMPARISON TABLE - Storaoe Ind 3 3 MATCH INFLOW BTO DIS PEAK PEAK OUT 3 \ 3 DESCRIPTION PEAK PEAK No. No. STG OUT HYD 3 3====================================================================== 3 3100YR 24HR 1 . 44 3. 52 6 6 115. 53 1 .44 20 3 ( � J 3 3 � 3 3 � / 3 3 3 3 | 3 3 Available Memory remainino : 196728 bvtes Current Data Set Name: C: \W\94143\MONTY -' I %J 1 � I 0 DO C, T C T Y.�R' H R c�7 4�1 4400 7n I ; 1 -44 ' ' - , 410 Basin Hvdrooraoh S�o�aoe Discharoe keys! | ' ' ^ ' Qsteroaard Robinson & Assoc . � LEVEL POOL ROUTING INSTRUCTIONS > J PRE INFLO STG STG OUrFL I .� �ESCRIPTION HYD # HYD # STOR DIS HYD To ' J ID | 3[10QYR 24HR F1 . 82 | [D1 ] [7 3 ' | - 3[ ] [ ] [ ] [ ] [ ] [ ] `� \ J 3 / J 3 � F6: CLEAR F10: EXIT 3 Available Memory remaininq : 196728 bytes / Current Data Set Name: C: \W\94143\MONTY / Fi &.e Basin Hvdrooraoh Storage Discharge Level 000l { Osteroaard Robinson & Assoc . In2 > ' ' ' ' ' ' ' ' - 3 ROUTING COMPARISON TABLE - Storaqe Ind J 3 MATCH INFLOW STO DIS PEAK PEAK OUT J � 3 DESCRIPTION PEAK PEAK No. No. STG OUT HYD ] 3====================================================================== 3 3100YR 24HR 1 .82 3. 52 7 7 114.78 1 . 82 20 3 3 3 3 J | 3 3 \ 3 I | J J 3 3 J -- Available Memory remaining : 196728 bytes Current Data Set Name: C: \W\94143\MONTY -' -' . Asso� ' �ALPM �OWTY' S HO��L �� TE �EVEL POOL ROUTJNG �ROPOSED ll40LF INFILTRATI�N pIFE SYSTE� ) HISTORY OF HYD�OGRAPH AC��VI�Y .. � �ace of Ses�ion� 3/ 9/93 CLA r,HlS | L�DOL 1 `1�VYR 24HR" L.82 11 7 7 2O � YR 24HR 14.78 1.82 20 2978.23 cf � ' v . . � . ' « . . \ ' —� � , STORNWATER MANAGEMENT PIANUAI. FOR TI(F PUCET SOUND BASIN ��a9.�st,(a�har9s Rol�to0jultlp 1 richer/hour, thus t - O.S • Z,O 0.093.3 ft/hr A--,5• inches/hour h ,- varlabl• - maximum of 2 feet 4sxum*3L10 feet (n, A,.- bottom Surface area -,3y0" Z _&a0sq. ft. '• .I. . , Solving for Q In Darcy•s equation givese 01 h + L h ♦ 10 1' 1O atA-q"- 0r k-B-PUetlonshlp The Stage-storage relationship would be.- A, " h " Vold Ratio 660 " h " 0.4, or Prel1/nlnaKX_Sls n The tabular form of the stage-discharge and stage-discharge relationships would be: <4SSume /.0) h I 0 S (ft) (ft/ft) (cfs) (cu.ft.) � . -------------------- ------------------ 0.0 1 .0 A.At o 0.5 1 .44 Sg, y7 13G 1 .0 1 .5 2.0 1 .�- G S.l'f yob 67, 17 Sy'/ Note that for design purposes it may be simpler to set the hydraulic grad�ept� J. equal to 1 thus making the discharge independent of stage. - At this point a level pool routing should be conducted to develop the final design dimensions of the AMP, ensuring, however, that the BMP will completely infilttp�e the design storm(s) within 24 hours, , III-3.5 CONSTRUCTION AND MAINTENANCL - III-3.5.1-0-yet Tho failure of infiltration and filtration BNPa to function properly can often be traced hack to construction and malntenanca iwauea. Ay uti-l.l.lr�g appropriate conwtructlon practicae and conducting sywtematic and rigorous mAintenance, f infiltrntlon/filtratton BNPa should function properly. FEBRIIARY, lM SMOKEY POINT PROPERTIES Ralph Monty Downstream Analysis BRL 94-143 7/23/97 SMOKEY POINT PROPERTIES Ralph Monty Downstream Analysis Stormwater runoff from the site drains to an existing low area along the north property line approximately 95' west of the northeast property corner (see attached map). Due to the pervious and flat natural ground of the surrounding area it appears that stormwater runoff infiltrates and is subsurface on the neighboring site to the north. The low area on the adjacent site is approximately 9-' x 40' and is 1-2' deep. The area has native vegetation of buck brush, cottonwood and alders confirmed to the low wet area. (Note the proposed project will be infiltrating stormwater runoff onsite with only emergency flows being directed offsite.) This downstream analysis was terminated at the low area offsite. GRADING_AND T.E.S . C. P. Approximately earthwork quantities are as follows: 1 •Cut approximately 6, 800 cubic yards •Fill approximately 11, 700 cubic yards Erosion control will be maintained by temporary swales, I temporary settling ponds, check dams and silt fencing. I A gravel construction entrance will be provided for + l vehicular traffic leaving the site. Department of I Ecology standard B.M.P.s will be followed to negate impact to the surrounding properties. 1 1 I _a J J J J OSTERGAARD ROBINSON & ASSOC. INC. CONSULTING ENGINEERS 3705 COLBY AVE. NI RVI''RE IT, %VA 9R201 (206) 259-6445 RI'.LLP.VIIIs: (206) 827-5854 11C1 11V- 1 � MADE BY DATE Zi 7IJOB N0. CHECKED BY L'',<�7 DATE SEC N0. SHEET NO. EXCAVATION EMBANKMENT Fi STATION DIST. END AREA SUM OF VOLUME END AREA SUM OF VOLUME FT. SQ. FT. END AREA CU. YDS. SQ. FT. END AREA CU. YDS. -7 S 4 l 7Za0 s 3/800 // 700 d �z$�o i�sgs� I I T.E.S.C.P. PER BPMs 1 1 1 a 1 I a l I J i T.E.S.C.P. Calcs SCS BMPs Soil Type: Alderwood-Urban land complex Hydrologic Group: C K Factor: 0.20 Erosion Potential: Moderate-severe 10 yr-24 hr precipation: 2.41' Runoff volume: Contributing site area = 1.96 ac Volume required = 1500 cu.ft./Ac (Nomagraph t) Total = 1.96 Ac (1500 cu.ft./Ac) = 2,940.00 cu.ft. Sediment Volume: Slope of land 8-9% @ 695' Volume required = 80(1.96) = 157 (Nomagraph 2) Therefore total volume required = 2940 + 157 = 3,097 cu.ft. Proposed Dond For T.E.S.C.P. purposes the proposed retention/detention pond area will be utilized for Jsedimentation. Proposed retention/detention volume 3,097 cubic feet. O.K. _.1 _.l J SOIL EROSION POTENTIAL HYDROLOGIC GROUP K FACTC 4�.lderwood moderate-severe C 1 IBeausite moderate-very severe B � . 15 Bellingham slight C . 24 Briscot slight C Buckley slight B/C Earlmont slight B/C Ed ewick slight B Everett moderate-severe A .10 Indianola moderate-severe A .24 Kitsap moderate-severe C . 37 Klaus slight B .20 Neilton slight-moderate B .15 Newberg slight B Mooksack slight B Norma slight B/C . 29 Orcas none D . 05 Oridia slight C Ovall Severe C • 28 Pilchuck moderate-severe A .10 Puget slight B/C . 32 Puyallup slight B •28 Ra nar moderate-severe A: .32 Renton slight B/C Salal slight B Sammamish none C Seattle none C Shalcar slight C .24 Si slight B Snohomish slight D .17 Sultan slight C . 37 Tukwila slight D Woodinville slight C/D 45 . MEMO MOEN MR-0-mmsLim =— fill�IAd q�i► � WHIN, �04, 41;�usPi i ■!�►I 0Ki0%I:N it If .�Embilunmb PI, IN�� 00,4111��11 • IS111�1�►I I� 11lIIYl TEMPORARY SEDIMENT PONDS - NOMOGRAPH 2 (SEDIMENT VOLUME FOR DETENTION STORAGE) 4.0 � . — �-+�: _ I I I . is ^tom__-• " I I . I: 7.`r..� LLI „ ate_ i I FI I . I. i . li O!o 2 .04 02 _-{:::�. yam:'! ��I ..�.: . �I. I..i •,��•I- �' ' I— Slops l.enplh in Feel /0 20 30 EROSION TONS PER ACRE (E = RKLSCP) U w #3 0 c fob + m -f- b m zoo 0 � o * BARE :GROUND (C = 1 . 0 , P = 1 . 2 , & R = 10) 0�0 n7 �� 1/ 60 P .C . F . per Ft. 3 aa) 300 o a 7 D n 44 . 71 I MINIMUM PIPE VELOCITY Flowing Full Proposed: Minimum pipe diameter = 12.0" Minimum pipe slope = 0.50% n 0.012 (CP & N 12) I r� IFlowing full per Mannings: Given: Q Flowing Full = 2.73 cfs Velocity = 3.46 fps flowing full ! 3.46 > 3.0 fps O.K.!! l I I 1 _ J l J _ l �S. Alleft 7S* .. a Will ooe'. ;��,� { .1 »�i .i A'f�..t : •• .IL4 1/y �1. ••SS ~ >( f i , ,4 a; y`. I ~\I_ ��.. _ ,� '�' �r'4 'tv', �'✓lr oil tii. �!'f 5�, 1 ;.- �� ,E' '�'� ' }t77Y.1•. �'t�rf I vd. 'R.�.- .., p'• mg - '� � fir, , ,. ,. .. i.• �i• ; r ,� ",, , _ , � '�'' f; ^ /� - '1 . a' �jl '�yl •'C)j »I'r. �`V Ste; x ' '� h »• '.1L �•f �,�Nuj I/ '1 �ih. � �,�� SUPPLEMENTAL TRAFFIC ANALYSIS for INN AT SEVEN LAKES PLAZA July 8, 1997 Prepared for: WSDOT 15700 Dayton Avenue North Seattle, Washington 98133-9710 By: Ostergaard-Robinson & Associates, Inc. 3630 Colby Avenue Everett, Washington 98201 f V•" J• �+' TLO �pp ff l7(,e •��`J tC V 4��•' D/97 94-143 r:;I'mrs�-i/iti/99 OSTERGAARD ROBINSON €d ASSOC. INC. UUNSUI-XING ENGINEERS 3630 COLBY AVENUE EVERETT,WA 98201 (206)259-6445 BFUE'VUE:(206)827-5854 July 8, 1997 Ed Giraud WSDOT District 1 15700 Dayton Avenue North Seattle, Washington 98133-9710 Re: Inn at Seven Lakes Plaza Traffic Analysis Dear Ed: This supplemental traffic analysis is being completed to evaluate the impacts associated with the proposed Inn at Seven Lakes Plaza on state controlled arterials and intersections. The developer is proposing to develop the 5+ acre site into a hotel and office complex. The hotel will be a 99 room hotel with retail, restaurant and banquet facilities. The general office building space proposed is 44,990 square feet. An estimated buildout year. of 1998 is anticipated. The site will have one access point from Smokey Point Boulevard on the southern most point of the site. A site plan for the project call be found on Figure 2. The site is in the NE'/a, Section 29, Township 31N, Range 5E, W.M. of unincorporated Snohomish County. The project is located on the west side of Smokey Point Boulevard approximately '/4 mile south of the intersection of Smokey Point Boulevard & 172nd Street NE (SR 531). A vicinity map illustrating the project's location can be found on Figure 1. The trip generation for the proposed Inn at Seven Lakes Plaza was obtained from the "ITE: Trip Generation Manual, Fifth Edition". Specific references are made to Land Use Code 310: Hotel and Land Use Code 710: General Office Building. This data provides the estimated amount of average daily trips (ADT) and peak hour trips (PHT) generated by a project. The estimated trip generation for the proposed Inn at Seven Lakes Plaza can be found on Table 1. TABLE I TRIP GENERATION Table 1=A Land Use Code 310: Hotel "Per Occupied Room',' Rooms(X) = 99 PM PHT T = [(1.237/ X) + 0.000711-1 T = [(1.237/99) + 0.000711-1 T = 76 ADT T = 8.802( X) - 59.208 T = 8.802(99) - 59.208 T = 812 Table t-B Land Use Code 710: General:OfFice Building Per 1000 Square Feet Gross Floor:Area Area(X) = 44M0 S.F. PM PHT Ln(T) = 0.737 Ln(X) + 1.831 Ln(T) = 0.737 Ln(44.99) + 1.831 T = 103 ADT Ln(T) = 0.756 Ln(X) + 3.765 Ln(T) = 0.756 Ln(44.99) + 3.765 T = 767 Table:1-C Trip Generation Summary Time Hotel Office Gross Capture Capture Net Volume Rate(l) Volume Volume PM PHT 76 103 179 (45%) (81) 98 ADT 812 767 1,579 (9%) (142) 1,437 (')Per ITC: 'rrip Generation, 5th Edition, Chapter V111: Multi-Use Developments/Quantifying Capture Rates, Pages 1-41 through 1-52. The trip distribution of vehicles utilizing the surrounding arterial system was determined from field observations, P.M. peak hour counts, analyzation of the local arterial system, and previous studies conducted by this consultant in the vicinity of the site. Figure 3 illustrates the estimated trip distribution generated for the proposed Inn at Seven Lakes Plaza. The WSDOT mitigation requirements for the proposed Inn at Seven Lakes Plaza should be as follows: 1. SR531 & 67th Avenue NE Signalization Fee = $19.12/ADT Impact = 115 ADT Mitigation = 115 ADT X $19.12/ADT = $2,198.80 2. SR531 Corridor between 43rd Avenue NE & 67th Avenue NE Fee = $54.40/ADT Impact = 216 ADT Mitigation = 216 ADT x $54.40/ADT = $11,750.40 3. 172nd Street NE (SR531) Interchange Modifications Fee = $85.79/ADT Impact = 848 ADT Mitigation = 848 ADT x $85.79/ADT = $72,749.92 Total WSDOT Mitigation = $86,699.12 All or a portion of the above noted impact mitigation fees may be required by the developer to offset traffic impacts associated with the Inn at Seven Lakes Plaza for state impacted intersections. If you have any questions, please feel free to call. Sincerely, OSTERGAARD-ROBINSON & ASSOCIATES, INC. Terrh3.EG er card nt/9 zo t,P3w Will I OWN61 Div.3 _ Jr ALTER ~ •r•` :%t:::: ..7. DELIWIHG> ,!� '•v�:�1;-l; t I'[I•i` (:'.. ..: "i P rr /D N a LorAt_ :a1`- :: .;�j;I It: !:..`I;, 'r:�•t:'r 11 F t MS f0 .•i i. :r.4.♦ if:w .�,': :f a. ra r G STEEH T N�T RUEr/g(fl6 •� .1: i :�:`qt•`•:•.•:.I (:�- I:,a "'•, r 4Q' O r 1 J '_ ► r a �j•'''r''`"'>:r:��'��J S'�:e..::•'•��i:•:��•. PLAC ,i•�ip.: :�:: >:r;: .!: p r!1!'�iy'1 L+, �i�4 i• Q—tl°' ` ' fO Y' ro a° ' ':•ti1'Y4:jj� Y A. t i�J a• J 8 b s R � .:. .. :ha*y':rr•�!••'yo �ti j'.?.�,..•. ;r:'" ',t pI rw.C 7 s ,I01�4jF1� I W E .":`"� i ii,��l`lf:'1T`'L�'p'r'� "•i y'::r;:%:r D[:w "F- MYERS NhTL, FOOD CHERRY SMOKE 1 I 1110 = Point II II GORP. FARN19 .I uJ'rK g GROUP L HNS T 5. 5MOKEYpT: J L__ FUND �_ ST, :•� a I f PL Ill I j II to ant. u PE�o810N TRce. < ►' MARY NE $ Sca!• CA1-490N MAL51-1E51<1 A T GC F. A T, WATANAQ TRAMM Ij`t, `r ESTS am vs�.ntRsaN �, v'AM. W KnZAt_A Q' M O N"rY rw. A. 11�fIj ROGEjL5 PEDERSON III �( PAA 1 A J Z F� Q pGOE0.?oN M > e4 F- v\ F RITZ- Y W 6ERG a 2 �� 3, BROST �( MYE0. Co6EP T l7 \ O = roN t; w>2 r PACIFIC • RAI%-ROaD ] I_ J F I EvERGREEN CARLSON l a u tn Fa ROBT. FARM NOMC co J GARLSON W AOM11y, G a of I Y JUMB�_ E Z �. ELAND W. t d d d Yw o. LARSoN J W In W e Q a 1 a > Z 01 °� I,v.sL. S F W I p v CRAFT 1 r MA 5' J ID 4 Z Jw 5IL`L�IS. TAN15 INN AT SEVEN LADS PLAZA FIGURE I VICINICTY MAP z NORTH z x o � x to M to S `°/o I °4) 0Z) ( (57 70I0 2010 5�/0 (Il) (-Iz) , I I 315?� 15 ON172ND ST NE (SR 531)- o I /° zIlo I°/D ( 1.1Z) Zo% (I"IZ) 5q8 Z o 7 S°1a 169TUI ST NE, (j1 Z I zB 168TI-I PL SITE W g z z z z°io d Q F- PQ 0 a. w 0 LEGEND X—X - PM PHT (XX) - ADT XX% - TRIP PERCENTAGE INN AT SEVEN LAKES PLAZA FIGME 3 TRIP DISTRIBUTION SEC. Z D - z m Ln pw 3 I 17 a A `'` to.tiro i un '.w..no fit. ' OC o `. an orr NL N 34110 z* Roin-7T z3�vb 'p _ 1`�_KK.a•nr.NL. . AorcK• IF-5 We n1vt3Kw By .a,.+9 �.�...•� w�+.... eMPLEX OSTERGAARD • ROBINSON ,-1v+9 .�. ,,,,w.�,,.,,,-,�,.• a� FLA N ASSOC. INC. CONSULTING ENGINEERS f� .dygy� ir+ f.+�w..c.1{oAo mIC 3630 COLer Ave. EVERM.WA 91201 (206)2S9.666! EELLEVUEI(206)127.7151 MininIL11-11 pipe Velocity ty Verification MINIMUM PIPE VELOCITY Flowing Full Proposed: Minimum pipe diameter = 12.0" Minimum pipe slope = 0.50% n 0.012 (CP & N 12) Flowing full per Mannings: Given: Q Flowing Full = 2.73 cfs Velocity = 3.46 fps flowing full 3.46 > 3.0 fps O.K.!! GENERAL NOTES The following notes apply to all development and shall be placed on the plans: �y i 1. All work and materials shall be in accordance with Snoho ish County Engineering Design and Development Standards (E.D.D.S.), W shi ton State Department of Transportation/American Public Works Association 1 4 Standard Specifications for road, bridge, and municipal construction, and the 1989 WSDOT Hydraulics Manual. 2. All work pertaining to this project shall be subject to inspection by the county inspector or his designated representative. Prior to any site work, the contractor shall contact the county inspector at (206) 388-3385 to schedule a preconstruction conference. 3.� Prior to any site disturbing activity including clearing, logging or grading, the site clearing limits as shown on these plans shall be located and field identified by the project surveyor or engineer. The project surveyor or engineer's name and telephone number are , 4. The developer and project engineer are responsible for water quality. A monitoring program shall be established by the project engineer. The project engineer's name and phone number are The following notes shall be placed on the plans as applicable: 5. Engineered as-builts shall be required prior to final approval. 6. All Native Growth Protection Areas shall be left in a substantially natural state. No clearing, grading, filling, building construction or placement, or road construction of any kind shall occur within these areas; provided that individual lot links may be fenced by property owners; and provided that underground utility lines and drainage discharge swales may cross such areas utilizing the shortest alignment possible if and only if no feasible alignment is available which would avoid such a crossing. Removal of vegetation by the property owner shall be limited to that which is hazardous. NO adjustment to the boundary of any such area shall occur without further Environmental Review and amendment of the plat approved by Snohomish County. 7. Prior to initiation of site work, highly visible markers such as bright orange barrier fencing of flagging shall be used to identify NGPA boundaries. Prior to recording, all NGPA's shall be clearly and permanently marked on the project site. Signs shall be placed no greater than 100 feet apart around the perimeter of the NGPA. The design for the NGPA sign shall be submitted to Water Resources for review and approval. No clearing of any vegetation of grading is to be allowed within the NGPA areas. Place the following note on the cover sheet of the plans: 8. All site work shall comply with these plans and the conditions and recommendations of: 1:S:\ENGDI V\W P\JIM\GENNOTES.DOC 8. All disturbed areas such as retention facilities, roadway back-slopes, etc. shall be seeded with a perennial ground cover grass to minimize erosion. Grass seeding will be done using an approved HYDROSEEDER or as otherwise approved by Snohomish County. 9. Immediately following finish grading, permanent vegetation (consisting of rapid, persistent and legume) will be applied. (Minimum 80# per acre). This is to include the following: 20% Annual, perennial or hybrid rye grass, 40% Creeping Red Fescue, 40% White Clover. HYDROSEED required. 10._ Fertilizer shall be applied at 400# per acre of 10-20-20 (10 pounds per 1100 square feet) or equivalent. Developments adjacent to water bodies shall use non- phosphorus fertilizer. The following notes shall be placed on the plans as applicable: 11. These plans indicate cut and fill slopes which exceed a maximum of two feet horizontal to one foot vertical (2:1), a rock or concrete retaining wall may be required. All rock retaining walls greater than four (4) feet in height are to follow county specifications and to be designed and certified by a civil engineer experienced in soils mechanics. All other cut and fill slopes shall be a maximum of 2:1. 12._ Stockpiles are to be located in safe areas and adequately protected to prevent erosion. Hydroseed preferred. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 1. INSTALLATION: The area of the entrance should be cleared of all vegetation, roots and other objectionable material. The gravel shall be placed to the specified �J dimensions. Any drainage facilities required because of washing should be constructed according to specifications in the plan. If wash racks are used, the should be installed according to manufacturer's specifications. G 2. AGGREGATE: 4" to 6" crushed Ballast Rock �U _- 3. ENTRANCE DIMENSIONS: The aggregate layer must be at least 6 inches thick. It must extend the full width of the vehicular ingress and egress area. The length of the entrance must be at least 50 feet. 4. WASHING: If conditions on the site are such that most of the mud is not removed from vehicle tires by contact with he gravel, then the tires must be washed before vehicles enter a public road. Wash water must be carried away from the entrance to a settling area to remove sediment. A wash rack may also be used to make washing more convenient and effective. 5. MAINTENANCE: The entrance shall be maintained in a condition which will prevent tracking or flow of mud onto public rights-of-way. This may require periodic top dressing with 2-inch stone, as conditions demand, and repair and/or clean out any structures used to trap sediment. All materials spilled, dropped, washed or tracked from vehicles onto roadway or into storm drains must be removed immediately. 3:S:\ENGDIV\WP\JIM\GENN0TES.D0C g._ Double walled (smooth interior) corrugated polyethylene pipe, meeting the requirements of AASHTO M 252 in 8 inch size and AASHTO M 294S in sizes 12" through 36", is an acceptable alternative to schedule A culvert pipe, as shown on WSDOT\APWA Standard Plan B-17 and for storm sewers in accordance with Snohomish County standards. h. Band size shall be 12" for pipe less than 42" diameter and 49" x 33" arch pipe. i. Backfill around pipe must be compacted to a specified AASHTO T-99 density of 90%. Use reasonable care in handling and installation. j. All non-perforated metal pipe shall have neoprene gaskets at the joints. 0- ring gaskets may be used for Type F coupling band. k. A note specifying the gage and band size for all pipes used in the design shall be placed on the plans. ---------------------------------------------STEEL-------------------------------------------------------- 2 2/3x1/2 in. Corrugation : : 3 x 1 in. corrugation Diameter Helical... : Diameter Helical... of pipe Arch pipe Gage Band : of pipe Arch pipe (inches) (inches) : (inches) (inches) 12 - 54 17x13 thru 42x29 : 16 (a) : 54 - 120 60 49x33 14 24" : 126 - 138 40x31 to 112x75 66 - 90 57x38 thru 64x43: 12 24" : 144 - 117x79 to 137x87 96 71x47 10 24" 142x91 77x52 thru 83x57: 8 2411 ----------------------------------- ----------------------------------------- Annular Recorrugated Ends or Annular Corrugated Pipes Diameter 12" 12"-84"; Types B,D,&F* Note: Same gage as pipe's *Type F is 10 1/2" wide --------------------------------------------ALUMINUM--—--—----—------------------------------------- 2 2/3x1/2 in. Corrugation : 3 x 1 in. corrugation Helical... : Helical... Pipe Arch Gage Band : Pipe Arch Diameter Pipe (inches) : Diameter Pipe (inches) 12"-27" 17x13 to 42x29 : 16 12" : 36"-60" - - 30"-36" 28x20 to 35x24 14 21" : 66"-72" - - 42"-54" 42x29 to 4903 : 12 21" : 78"-96" 60x46 to 95x67 6011- 5708 to 64x43 : 10 24" :106"-144" 103x71 to 112x75 ----------------------------------- ------------------------------------- Spiral Rib :Annular Recorrugated Ends Pipe :or Annular Corrugated Pipes Diameter : Diameter 18"-42" 16 12" <=====12"-84"; Types B,D,&F* 48"-60" 14 21" :Note: Same gage as pipe's. 66"-84" 12 21" :* Type F is 10 1/2" wide. 5:S:\ENGDIV\WP\JIM\GENNOTES.DOC STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN 111-' 6 4 BMP R' 10 Water Quality (WO) Infiltration Trench Purpose and Definition This BMP is a shallow excavated trench designed primarily to provide runoff treatment but not streambank erosion control. The soils underlying this BMP must be capable of removing pollutants from runoff and will likely have insufficient permeability to be used for streambank erosion control. Trenches are generally 2 to 10 feet in depth backfilled with a coarse stone aggregate, allowing for temporary storage of storm runoff in the voids between the aggregate material. Stored runoff then gradually infiltrates into the surrounding soil. The surface of the trench can be covered over with grating and/or consist of stone, gabion, sand, or a grassed covered area with a surface inlet. One alternative design is to install a pipe in the trench and surround it with coarse stone; this will increase the temporary storage capacity of the trench. A second alternative design is to build a vault or tank without a bottom (see BMP RD.15 for details) . An infiltration vault/tank is equivalent to a detention vault With the bottom acting as the outlet, instead of having a control structure. Figures III-3.8 illustrates a Water Quality Infiltration Trench, located off-line from the primary conveyance/detention system. Figure III-3.9 shows a schematic of a typical infiltration trench. Figures III-3.10 through III-3. 15 illustrate other variations of trench designs. Planning Considerations Appropriate soil conditions and the protection of ground water are among the .important considerations which may limit the use of this BMP. See Section III-3.3 for a description of General Limitations. One advantage of trenches is that they have less tendency to become clogged with sediment than do other infiltration BMPs. This BMP will typically be located "off-line" from the primary conveyance/detention system in order to effectively treat pollutants and protect the infiltration soils from clogging. Water Quality Infiltration BMPs must always be preceded by a pretreatment BMP to remove sediments that could clog the infiltration soils. An infiltration trench will generally be used in relatively small drainage areas (usually less than 15 acres) . This practice can be used in residential lots, commercial areas, parking lots and open space areas. Trenches are one of the few BMPs that are relatively easy to fit into the margin, perimeter, and other less- utilized areas of developed sites, making them particularly suitable for retrofitting. A trench may also be installed under a swale to increase the storage of the infiltration system. Design Criteria The procedure described in Section III-3.4 should be used to design an infiltration trench. Trenches are assumed to have rectangular cross-sections, thus the infiltration surface area (sides and bottom) can be readily calculated from the trench geometry. The storage volume of the trench must take into account the volume of backfill material placed in the trench (i.e. , void ratio) . The same general criteria that were presented for Water Quality Infiltration Basins (BMP RI.05) shall apply to trenches; the following information is also provided for guidance: • Soils Investigation - A minimum of one soils log shall be required for every 50 feet of trench length, and in no case less than two soils logs for each proposed III-3-30 FEBRUARY, 1992 STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN trench location. Each soils log should extend a minimum of 3 feet below the bottom of the trench, describe the SCS series of the soil, the textural class of the soil horizon(s) through the depth of the log, and note any evidence of high ground water level, such as mottling. In addition, the location of impermeable soil layers or dissimilar soil layers shall be determined. • The design infiltration rate, fd, will be equal to one-half the infiltration rate found from the soil textural analysis. • Pretreatment - Water Quality Infiltration Trenches must be preceded by a pretreatment BMP. See Chapter I-4 for selecting appropriate pretreatment BMPs. • Drawdown Time - Infiltration trenches shall be designed to empty the 6-month, 24- hour storm event within one day (24 hours) . This will ensure that the necessary aerobic conditions exists in order to provide effective treatment of pollutants. If a Presettling Basin (BMP RD.10) precedes the infiltration trench, the combined drawdown time for both BMPs should be 24 hours. • Backfill Material - The aggregate material for the infiltration trench shall consist of a clean aggregate with a maximum diameter of 3 inches and a minimum diameter of 1.5 inches. The aggregate should be graded such that there will be few aggregates smaller than the selected size. Void space for these aggregates is assumed to be in the range of 30 percent to 40 percent. • Filter Fabric - The aggregate fill material shall be completely surrounded as shown in Figure III-3.9 with an engineering filter fabric. In the case of an aggregate surface, filter fabric should surround all of the aggregate fill material except for the top one foot. • Overflow Channel - In general, because of the small drainage areas controlled by an infiltration trench, an emergency spillway is not necessary. In all cases, the overland flow path of surface runoff exceeding the capacity of the trench should be evaluated to preclude the development of uncontrolled, erosive, concentrated flow. A nonerosive overflow channel leading to a stabilized watercourse shall be provided. • Seepage Analysis and Control - An analysis shall be made to determine any possible adverse effects of seepage zones when there are nearby building found- ations, basements, roads, parking lots or sloping sites. Developments on sloping sites often require the use of extensive cut and fill operations. The use of infiltration trenches on fill sites is not permitted. • Buildings - Infiltration trenches should be located 20 feet downslope and 100 feet upslope from building foundations. • Observation Well - An observation well shall be installed for every 50 feet of infiltration trench length. The observation well will serve two primary functions: it will indicate how quickly the trench dewaters following a storm and it will provide a method of observing how quickly the trench fills up with sediments. Figure III-3.16 illustrates observation well details. The observation well should consist of perforated PVC pipe, 4 to 6 inches in diameter. It should be located in the center of the structure and be constructed flush with the ground elevation of the trench as shown in Figure III-3.9. The top of the well should be capped to discourage vandalism and tampering. III-3-31 FEBRUARY, 1992 STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN Unstable Excavation Sites Vertically excavated walls may be difficult to maintain in areas where the soil moisture is high or where soft or cohesionless soils predominate. These conditions require laying back of the side elopes to maintain stability; trapezoidal rather than rectangular cross-sections may result. This is acceptable, but any change in the shape of the stone reservoir needs to be taken into consideration in size calculations. Traffic Control Heavy equipment and traffic shall be restricted from travelling over the infiltration areas to minimize compaction of the soil. The trench should be flagged or marked to keep equipment away from the area. Observation Well An observation well, as described in the previous section on design criteria and shown in Figure III-3.16 shall be provided. The depth of the well at the time of installation will be clearly marked on the well cap. Maintenance Inspection Schedule • The observation well should be monitored periodically. For the first year after completion of construction, the well should be monitored after every large storm (>l inch in 24 hours) , and, during the period October 1 through March 31 inspections shall be conducted monthly. From April 1 through September 30, the facility should be monitored on a quarterly basis. A log book shall be maintained by the responsible person designated by the local government indicating the rate at which the facility dewaters after large storms and the depth of the well for each observation. Once the performance characteristics of the structure have been verified, the monitoring schedule can be reduced to an annual basis unless the performance data indicate that a more frequent schedule is required. Sediment Removal • Sediment buildup in the top foot of stone aggregate or the surface inlet should be monitored on the same schedule as the observation well. A monitoring well in the top foot of stone aggregate shall be required when-the trench has a stone surface. Sediment deposits shall not be allowed to build up to the point where it will reduce the rate of infiltration into the trench. III-3-33 FEBRUARY, 1992 STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN Figure III-3.9 Schematic of an Infiltration Trench (Reproduced with permission from Schueler (16) ) Wellcap Observation Well Emergency Overflow Berm ° Q:o 0 0:o• :%%,;,:r?.='v__ ;;'r `; ' +:..?°;' :. e o d •." � O�°.O.Oo �• .°O. •.r..•.;:. ;'��:;ter',;:::,-.i."•: •.. Nl• .T';'��` °��• o v:•�O;•'o p . Runoff Filters Through/ �. o O • �.:•t3 0 '20 Foot Wide Grass Buller Stnp: ° ' Protective Layer of Filter Fabric Oo- . 1•o •O.: O: •..° I o °n7;Dntj�: Filter Fabric Lines Sides to Trench :Y°• Prevent Soil Contamination / Feet :o•oQ.. Filled QOq pQ�•c.with 1.5.2.5 ��•d.° Inch Diameter .Qo' •� ° -Clean Stone ' f) :O'. - Sand Filter(6-12) Inches 7?)N Deep or Fabric Equivalent Runoff Exfiltrates Through Undisturbed Subsoils with a Minimum fc of 0.5 Inches/Hour i FEBRUARY, 1992 STORKWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN Figure 111-3.11 Parking Lot Perimeter Trench Design (Reproduced with permission from Schueler (16) ) Top View Side View Dripline of Tree Should Not Extend Over Trench Berm (Grassed) Slope of III Parking Lot Slotted Curbs Act ?��9-.0 as a Level Spreader Cars U- Q:9 Trench Filter Strip Qrl Q— a. Protective Filter Directly Abuts • Pavement o"o.4 Cloth Layer 0.0 0.': -.Storm Drain Sand Filter Slotted Curb Spacers (if Partial Extiltration) 111-3-37 FEBRUARY, 1992 STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN Figure III-3.13 Swale/Trench Design (Reproduced with permission from Schueler (16) ) Top View e Check-dam = '' Driveway -Railroad Tie �;N �;.,• ''•' ' Swale .-.r�,y.rn,----'� Culvert �e e.• o,�.• Driveway ;: :o0o.ii,:Q n:�:4n °.09 0• Culvert !::•:_:;p:•....: Direction / �: fc_Swale —f ' :..} c"G.�• ,Stone Trench�D.��'° 1_ 7?'� of Flow ;,y`•' " Q-: :aU.o."oV• e°(7 per',o __. ('��\ .•si ':!r ' . -�-., �=�'..'x` _ _ -_ '�� `per 4�.•.�I � .� r". t') 1.. O O• Side View r � o ZjY 70G' Runoff Runoff Slope of the Trench � Road Should be Less Than 5% K \\ Permeable Filter Fabric Lines Sides o apace o and Also at One Foot Trench Depth 6 Inch Sand Layer Exfiltration III-3-39 ,.,t,ei. FEBRUARY, 1992 CT JAN jv p�NNlNG a SER SUPPLEMENTAL TRAFFIC ANALYSIS for INN AT SEVEN LAKES PLAZA July 8, 1997 Prepared for: WSDOT 15700 Dayton Avenue North Seattle, Washington 98133-9710 By: Ostergaard-Robinson & Associates, Inc. 3630 Colby Avenue Everett, Washington 98201 r R•nc1R;f*: n• r 4u TLO 94-143 OSTERGAARD ROBINSON & ASSOC. INC. CONSULTING ENGINEERS 3630 COL13Y AVENUE EVERETT.WA 98201 (206)259-6445 13FLLEVUE:(206)827-5854 July 8, 1997 Ed Giraud WSDOT District 1 15700 Dayton Avenue North Seattle, Washington 98133-9710 Re: Inn at Seven Lakes Plaza Traffic Analysis Dear Ed: This supplemental traffic analysis is being completed to evaluate the impacts associated with the proposed Inn at Seven Lakes Plaza on state controlled arterials and intersections. The developer is proposing to develop the 5+ acre site into a hotel and office complex. The hotel will be a 99 room hotel with retail, restaurant and banquet facilities. The general office building space proposed is 44,990 square feet. An estimated buildout year of 1998 is anticipated. The site will have one access point from Smokey Point Boulevard on the southern most point of the site. A site plan for the project can be found on Figure 2. The site is in the NE'/a, Section 29, Township 31N, Range 5E, W.M. of unincorporated Snohomish County. The project is located on the west side of Smokey Point Boulevard approximately 1/ mile south of the intersection of Smokey Point Boulevard & 172nd Street NE (SR 531). A vicinity snap illustrating the project's location can be found on Figure 1. The trip generation for the proposed Inn at Seven Lakes Plaza was obtained from the "ITE: Trip Generation Manual, Fifth Edition". Specific references are made to Land Use Code 310: Hotel and Land Use Code 710: General Office Building. This data provides the estimated amount of average daily trips (ADT) and peak hour trips (PHT) generated by a project. The estimated trip generation for the proposed Inn at Seven Lakes Plaza can be found on Table 1. TABLE I TRIP GENERATION Table i-A .Land :Use Code 310.: Hotel "Per Occupied Room" Roorns(x = 99 PM PUT T = [(1.237/ X) + 0.000711-1 T = [(1.237/99) + 0.00071]-t T = 76 ADT T = 8.802( X) - 59.208 T = 8.802(99) - 59.208 T = 812 Table I-13 Land Use Code 710: General Office Building Per 1000 Square Feet Gross Floor Area Area(X) = 44,990 S.F. PM PHT Ln(T) = 0.737 Ln(X) + 1.831 Ln(T) = 0.737 Ln(44.99) + 1.831 T = 103 ADT Ln(T) = 0.756 Ln(X) + 3.765 Ln(T) = 0.756 Ln(44.99) + 3.765 T = 767 Table 4-C Trip Generation Summary Time Hotel Office Gross Capture Capture Net Volume Rate(') Volume Volume PM PHT 76 103 179 (45%) (81) 98 ADT 812 767 1,579 (9%) (142) 1,437 (')Per rrE: Trip Generation, 5lh Edition, Chapter V111: Multi-Use Developments/Quantifying Capture Rates, Pages 1-41 through 1-52. The trip distribution of vehicles utilizing the surrounding arterial system was determined from field observations, P.M. peak hour counts, analyzation of the local arterial system, and previous studies conducted by this consultant in the vicinity of the site. Figure 3 illustrates the estimated trip distribution generated for the proposed Inn at Seven Lakes Plaza. The WSDOT mitigation requirements for the proposed Inn at Seven Lakes Plaza should be as follows: 1. SR531 & 67th Avenue NE Signalization Fee = $19.12/ADT Impact = 115 ADT Mitigation = 115 ADT X $19.12/ADT = $2,198.80 2. SR531 Corridor between 43rd Avenue NE & 67th Avenue NE Fee = $54.40/ADT Impact = 216 ADT Mitigation = 216 ADT x $54.40/ADT — $11,750.40 3. 172nd Street NE (SR531) Interchange Modifications Fee = $85.79/ADT Impact = 848 ADT Mitigation = 848 ADT x $85.79/ADT = $72,749.92 Total WSDOT Mitigation = $86,699.12 All or a portion of the above noted impact mitigation fees may be required by the developer to offset traffic impacts associated with the Inn at Seven Lakes Plaza for state impacted intersections. If you have any questions, please feel free to call. Sincerely, OSTERGAARD-ROBINSON & ASSOCIATES, INC. Ten. Oster and nt/94 43.EG • L .1 ' + �� ,y;'. .�f..,. ^� :.)..��,:•�:��. F_ n�TERW I:+f�'�_,�� .::,:.�;I IJ� ' !�\'.'i;'•;:,;�.,:r DELW ING> . ;y: '•`�: 1%�{y' !`:,ii�::;\?�; r, f.tP. NS lDA6N� LOYAL .s .�1.11:•i. � ��'i': ,•' :7 .�•l° Gv STECN TNAM T GRUEt10CR6 _ � �•.1��'; �P O Icy i t ) _�� • Y '>�.i, ,'�-,• -i:;':•:'�.:�;•;',:' P[AC v' ::�•%;''.i%•••...^.'I �� ,."\t.\•.'a•(':`i•=. A. �I Tll C JO - N�• J'F•�"f�cL'„4.1Sr . 'l.':•\i'•\"�'•r. Oe— NE MYQRS N/+TL. FOOL CHERRY Pr 2 I mo a Point I I O CORP. �• FARN19 3 �JA'T. CNfl2 F Y C SMOK-Y pT. J GROUP I H/Y5 9TR 5. tL _— FUND d� _y T. I I f , ,PL. I j 11 10 6M J PEkIS10 N TIL 1. r' MARY NE A Sr-ams. Cn R�30n! MALSHESKI A T G F. R,AL lIr' \ T• WATANo.a F,Y_ ESTS �0 PALrR\C \\} r�z�P.GRN M. A. ROG�s pEDERSoN Id uj Z p CDEfLS W w FRIZZ- x W `; 6EFCG Z Q ¢ 1 J, BROST THE MY[0. CORP. U V 1 O = rot I^ RAI,.ROao 0 1 R,S D.l% -1►- EvERGREE.N CARL50N\1 - >u f 'a N _ R O B T. Fi.RMC Z 0~' y m j J CARLSON ooMIK. ELANDtf J yw � 4_ f z W Ll surr" L AR5oN J p �A v GRaFT od 1 � s - 6 -- K � J X QJ� scii�DiS. TAN 19 t � _ a Y ^ P? lJ o[ ��PQ M. MASON INN AT SEVEN LAKES PLAZA FIGURE I VICINICTY MAP w z NORTH z w > > a x 10 z z (ins ) (yq) (-1z) 5 3 I �lI 31 172ND ST NE (SR 531)- ozoj0 n�o 54 %Q NNW Z �8%) 2 ( 2l I°b 5q8 (zaa) z0 7s% 169TH ST NE ("Z' ) zs 168TF1 PI� SITE z z Zz > kn r� 0 a w 0 LEGEND X—X - PM PHT (XX) - ADT XX% - TRIP PERCENTAGE INN AT SEVEN LAKES PLAZA FIGURE 3 TRIP DISTRIBUTION 1L— 171 _ hrif g . ::- uAr _ o� on w VICINITY MAP �0 g= SCALE 1'w 2000' O lu ui tj t d Z �rrS�L4,lE ry Fyn ^o 2 I So Ca.++1u.� I N 0 a) n J 04*04'0 'C 204,115' �I O Orr �G lk �� W ra.w,ArA.rra.:ru �ti^,,,,'•'�ma�.r�v.-.c �[ PaORquaO coarrr acaar POINT wm:vlm _•� Of'T o 333105-1-017-00" 1L L .�^..- �.w/r r.r/,.✓al.w ew w wr n..•w wr rs..•u w w w.an row lrr.w tiAulu wwr.ru.nnnrtu wruw t1 .O/r wnp w w w.nn w s Il.w r t.w a..ro.na w m � ��.u wl S/a+/a rJr r P W t••t•Ira.rrl/w r1P r Tarr A �LV A ^` 1721S mm"POINT aRa7s ram• ARLI1R77OO. a 91323 L .,�-ti:� laorl lsl-asss L ,� aART rARIlIRPOM, AROr7TZrn EL O 7131 OOLPI AVORIa �,, Uataea-assa iuj s _ POROr P.C.D. Or x awo -COOIR[ O RATCR fire 01 RA —TLLa swml cmor PAmsyjLLz ROVOaPR 1s, 1914 N -- CONTACT: [=..r .--•. ��7Ce OsiEHOAMO-Rec+ "i A A1SOaATEs,Nc EVERETr.MA , 98201 asa-aMs o....FLcr,wu n Al ouR SHO"Ou +cowry CMAmM Y DEMAPr4NT DRISM ..w.r.ww. .� A PROVED FOR CONSTRUCTION s i w4 r B fv RANDOLPH R.SLEIGHT RE. P.L& R/9►_ll Na 44-14'i INN AT SEVEN LAI FIGURE 2 SITE PLAN ri P�NMi, 1199? SFj��CEs A4oP Mp US 4, } SUPPLEMENTAL TRAFFIC ANALYSIS for INN AT SEVEN LAKES PLAZA OSTERGAARD • ROBINSON &ASSOC. INC. CONSULTING ENGINEERS I SUPPLEMENTAL TRAFFIC ANALYSIS for INN AT SEVEN LAKES PLAZA July 8, 1997 Prepared for: WSDOT 15700 Dayton Avenue North Seattle, Washington 98133-9710 By: Ostergaard-Robinson & Associates, Inc. 3630 Colby Avenue Everett, Washington 98201 TLO 2 94-143 16/99 �: OSTERGAARD ROBINSON & ASSOC. INC. CONSULTING ENGINEERS 3630 COLBY AVENUE EVERE'I'T.WA 98201 (206)259-6445 BELLEVUE:(206)827-5854 July 8, 1997 Ed Giraud WSDOT District 1 15700 Dayton Avenue North Seattle, Washington 98133-9710 Re: Inn at Seven Lakes Plaza Traffic Analysis Dear Ed: This supplemental. traffic analysis is being completed to evaluate the impacts associated with the proposed Inn at Seven Lakes Plaza on state controlled arterials and intersections. The developer is proposing to develop the 5+ acre site into a hotel and office complex. The hotel will be a 99 room hotel with retail, restaurant and banquet facilities. The general office building space proposed is 44,990 square feet. An estimated buildout year of 1998 is anticipated. The site will have one access point from Smokey Point Boulevard on the southern most point of the site. A site plan for the project can be found on Figure 2. The site is in the NEI/4, Section 29, Township 31N, Range 5E, W.M. of unincorporated Snohomish County. The project is located on the west side of Smokey Point Boulevard approximately I/4 mile south of the intersection of Smokey Point Boulevard & 172nd Street NE (SR 531). A vicinity map illustrating the project's location can be found on Figure 1. The trip generation for the proposed Inn at Seven Lakes Plaza was obtained from the "ITE: Trip Generation Manual, Fifth Edition". Specific references are made to Land Use Code 310: Hotel and Land Use Code 710: General Office Building. This data provides the estimated amount of average daily trips (ADT) and peak hour trips (PHT) generated by a project. The estimated trip generation for the proposed Inn at Seven Lakes Plaza can be found on Table 1. TABLE 1 TRIP GENERATION Table 1-A Land Use Code 310: Hotel "Per Occupied Room" Rooms(X) = 99 PM PHT T = [(1.237/ X) + 0.00071]-t T = [(1.237/99) + 0.00071]-t T = 76 ADT T = 8.802( X) - 59.208 T = 8.802(99) - 59.208 T = 812 Table 1-B:: land Use Code 710: General Office Building Per 1000 Square Feet Gross Floor Area Area(X) = 44,990 S.F. PM PHT Ln(T) = 0.737 Ln(X) + 1.831 Ln(T) = 0.737 Ln(44.99) + 1.831 T = 103 ADT Ln(T) = 0.756 Ln(X) + 3.765 Ln(T) = 0.756 Ln(44.99) + 3.765 T = 767 Table 1-C Trip Generation Summary Time Hotel Office Gross Capture Capture Net Volume RateM Volume Volume PM PHT 76 103 179 (45%) (81) 98 ADT 812 767 1,579 (9%) (142) 1,437 (')Per ITE: Trip Generation, 5th Edition, Chapter V111: Multi-Use Developments/Quantifying Capture Rates, Pages 1-41 through 1-52. The trip distribution of vehicles utilizing the surrounding arterial system was determined from field observations, P.M. peak hour counts, analyzation of the local arterial system, and previous studies conducted by this consultant in the vicinity of the site. Figure 3 illustrates the estimated trip distribution generated for the proposed Inn at Seven Lakes Plaza. The WSDOT mitigation requirements for the proposed Inn at Seven Lakes Plaza should be as follows: 1. SR531 & 67th Avenue NE Signalization Fee = $19.12/ADT Impact = 115 ADT Mitigation = 115 ADT X $19.12/ADT — $2,198.80 2. SR531 Corridor between 43rd Avenue NE & 67th Avenue NE Fee — $54.40/ADT Impact — 216 ADT Mitigation = 216 ADT x $54.40/ADT = $11,750.40 3. 172nd Street NE (SR531) Interchange Modifications Fee = $85.79/ADT Impact = 848 ADT Mitigation = 848 ADT x $85.79/ADT = $72,749.92 Total WSDOT Mitigation = $86,699.12 All or a portion of the above noted impact mitigation fees may be required by the developer to offset traffic impacts associated with the Inn at Seven Lakes Plaza for state impacted intersections. If you have any questions, please feel free to call. Sincerely, OSTERGAARD-ROBINSON & ASSOCIATES, INC. Ter- I . Oster Lard nt/94 43.EG - lP�Yr, <`t i:.� _ .,t ?�,. •�:',' L� f:•.�iras;'r."'•i•,. \�`I(,\ R. 31 WALTER 1 z Fri DELLYtIHG> '•!'. 1.�: l;j:�: '� r.,�`�?:`:.�:: •J F•j P. NS O IDLW"N LOVAI. • G ST EGN TNAM ET RUEN0ER6 .,. ,� :, '•i•':,� �, IN OZA D � 0 `O �� 1 10 � '• p, � ^''f,`�'i4:�+'`../1:f•t�i„r.��!i�7h?:�i•:��`'•�" i OI rR C ! Jo/ppI,N, _. �:%'!'iI'f�;'fi.4l• ;{.:.: ?•.'•l:' �iki 14a MYERS NA.TL.. FOOD CHERRY rn0 a Point I I� L.N. FARMS 3 Pr H/Y.s 9T Fl 5. 5MOKEY PT GROUP J FUND sT N.0 bi f a. %-,PL. I j I I t o UA. J PE�ob1 ON TIIG�. a �. P M ARY KEN Cn.1z�30N MALSHESKI A T 6 F. A T. WATANAQ rnA NM ESTS0 8 rA- A. ROG�S pEDr-_R50N W J PAR °eoecuoa dZ4 in y v FFCITZ- Y W W 6ERCa C 2 K ¢ 1 J, BROST -nw- r•.,YE0. GORP ` (\ O = i roN � lu Z P/�G1FiC Rs,11..R0ao 7 a o R,8 O.E. E EEN � \� r VRGR CARLSON l tn O Ea 1 R O B T, F^Jz e d -till; „� J CARLSON � yJ AOM,N. ELAND W. �' d o W J 11 f; 0 lmjL-L,�T LARsoN ax -s F d W a w , r S _ If MA S- - Of n J 2 JFi StNLgIS. TAIIIS • Q INN AT SEVEN LAKES PLAZA FIGURE 1 VICINICTY MAP W z NORTH m w > ¢ z A M Z Nt s°/o 1 00/o °/a q I (-1 Z) 7 010 z 010 Jr% Z (1 01 Zq) ( ►Z) ' Z%ono 5 o I 1 37-'< 15 o�Q 172ND ST NE (SR 531) a (Zee) 49 713% zo 169T1-1 ST NE (,IzI Z-0 168TH PL SITE B z z z z 0/0 ¢ > A 1 `" > GHQ. Z O a W O LEGEND XHX - PM PHT (XX) - ADT XX% - TRIP PERCENTAGE INN AT SEVEN LAKES PLAZA FIGURE 3 TRIP DISTRIBUTION SUPPLEMENTAL TRAFFIC ANALYSIS for INN AT SEVEN LAKES PLAZA July 8, 1997 Prepared for: WSDOT 15700 Dayton Avenue North Seattle, Washington 98133-9710 By: Ostergaard-Robinson & Associates, Inc. 3630 Colby Avenue Everett, Washington 98201 y Or/ goy TLO 2�ia/97 94-143 /99 -�� . OS TERGAARD ROBINSON ASSOC. INC. CONSULTING ENGINEERS 3630 COI,BYAVENUI !?VrItGTT,WA98201 (206� 259-6445 13FLLr1VU[3:(206)827-5854 July 8, 1997 Ed Giraud WSDOT District 1 15700 Dayton Avenue North Seattle, Washington 98133-9710 Re: Inn at Seven Lakes Plaza Traffic Analysis Dear Ed: This supplemental traffic analysis is being completed to evaluate the impacts associated with the proposed Inn at Seven Lake s Plaza on state controlled arterials and intersections. The developer is proposing to develop the 5+ acre site into a hotel and office complex. The hotel will be a 99 room hotel with retail, restaurant and banquet facilities. The general office building space proposed is 44,990 square feet. An estimated buildout year of 1998 is anticipated. The site will have one access point from Smokey Point Boulevard on the southern most point of the site. A site plan for the project can be found on Figure 2. The site is in the NEIA, Section 29, Township 31N, Range 5E, W.M. of unincorporated Snohomish County. The project is located on the west side of Smokey Point Boulevard approximately 1/ mile south of the intersection of Smokey Point Boulevard & 172nd Street NE (SR 531). A vicinity map illustrating the project's location can be found on Figure 1. The trip generation for the proposed Inn at Seven Lakes Plaza was obtained from the "ITE: Trip Generation Manual, Fifth Edition". Specific references are ]Wade to Land Use Code 310: Hotel and Land Use Code 710: General Office Building. This data provides the estimated amount of average daily trips (ADT) and peak hour PHT trips P ( ) generated by a project. The estimated trip generation for the proposed Inn at Seven Lakes Plaza can be found on Table 1. TABLE 1 Z�2IP GENERATION Table 1-A .-i�---And Use Code 310: Hotel "Per Occupied Room" Roonils(X) = 99 PM PHT T = [(1.237/ X) + 0.000711-1 T = [(1.237/99) + 0.000711-1 T = 76 ADT T = 8.802( X� _ S9.208 T = 8.802(99) - 59.208 T = 812 Land Use C Table 1-B ode 710: General Office Per 1000 Square Feet Building Gross F Area(X) = 44,"0 S.F°or Area PM PHT Ln(T) = 0.737 1-n(X) + 1.831 Ln(T) = 0.737 Ln(44.99) + 1.831 T = 103 ADT Ln(T) = 0.756 Ln(X) + 3.765 Ln(T) = 0.756 Ln(44.99) + 3.765 T = 767 Table I-C Trip Generation Stunmary Time Hotel Office Gross Capture Capture Volume lure Net Ratet'� Volume PM PHT 76 103 Volume 179 (45%) ADT 812 767 (81) 98 1,579 (9%) (')Per rrli: 'rrip Generation, 5th Edition, Cha (142) 1,437 1 to VIII: Multi-Use pcvcloputcnlslQuandf in Pages I-41 through 1-52. Y g Capture(tales, The trip distribution of vehicles utilizing the surrounding arterial system w from field observations, P.M. peak hour coun as determined ts, analyzation of the local arterial system, and previous studies conducted by this consultant in the vicinity of the site. Figure 3 illustrates the estimated trip distribution generated for the proposed Inn at Seven Lakes Plaza The be as follows: mitigation re irements for the proposed Inn a t Seven Lakes Plaza should 1. SR531 & 67th wc> t ye Signalization Fee _ Impact _ $19.12/ADT Mitigation _ 115 ADT 115 ADT X $19.12/ADT $2,198.80 2. SR531 Corridor 1-:3.et:�,�,een 43rd Avenue NE & 67th Avenue 111E Fee _ Impact _ $54.40/ADT Mitigation = 216 ADT 216 ADT x $54.40/ADT $11,750.40 3. 172nd Street NE (S R531) Interchange Modifications Fee _ Impact _ $85.79/ADT Mitigation _ 848 ADT 848 ADT x $85.79/ADT _ 72 749. 2 Total WSDOT Mitigation = $86,69g,12 All or a portion of the above noted impact mitigation fees impacted to offset traffic impacts associated with the Inn at Sev may be required by the en I-akes Plaza for state If you have any questions, please feel free to call. Sincerely, OSTERGAARD-ROBINSON & ASSOCIATES, INC. Terr . Oster and nt/94 43.EG - IPA W Div.3 DEL YNG> ,. ;-�.;q.U,i':i I lej{•;t�. \-_ r. F,t P• ID06N i I.oym- �'�1_c r a' I I!.�.�`:'`i,?i; .•..++��:7::�r•t STF- NS a T/"Am FT GRUEn8CR6 !°.••2''.��r;l:'i• °'i•• <:.'::i!;:, :1 Ir of {- > � - 'J�'•.<. :1:::.,i'��..'� I�:i,�.. •' 1 ^ �,.::;• YVvERNFJ� P[AC v•.'(�.'.i;�':'•':':.:;?:••.f " ^.it.i'::v.l'::i�::�.•i'- JOHN lJ ee�++ F- r YEKS N�.-rL., FoOD CHERRY $>• car�2 Z 1 h10 e4g4 Point I I u \ GDRP. W• FARMS =� //N5 9T� S 5MoKfiY Pr. GROUP FUND s r. ¢ a 1 E �. P A I j I I t o -rot u PE�(Jb10N a P. ` MARY KEN^ N E'- & yca,/. CAR 90N MALSHESKI A T G F ;D T. WATarJ AlS T 1a F.NM Es `r0 vnua:c C32A�ggQN �P a ¢M. W. KOZAI_► Q- MONEY M. uj ROG�S PEDERSoN IlI J PAR vcoESLSON M. 7 Z4 h -1 v j5 j5 FRITZ- Y W W BERG 5} p Z = 2, \', J• BSLOST ?L in - v' 4 `\ n:c MYIER CoRPLu o = roN = PACIFIC �4� RAl1.Roao o P. li p�?; E�ERGREEnI CARLSON\ t ROBT. co C A R L S O N y) Ao Milt'. ELAND W. d Q •Y 4 cat YW LAR50H W w X -s d W i - S F� ka II a CRAFT i r 1 Q VILI s TANI$ A J 1 JQi ScN.OIS. ; i [ 61— ll- Y G r p1 lJnerS>PQ M. MASON INN AT SEVEN LAKES PLAZA FIGURE 1 VICINICTY MAP z NORTH z cn � 10 Z 5% 1 O 0/° °l D 0 Z) 7°% 2 °/o S°b Z Z) o-5 , 1 37 15�� 7 Zp 172ND ST NE (SR 531)• o I �0 1 Zllo) low ( IZ) zo (I-72) (440)a 548 Zo 78% 169TVI ST NE (li Z I ) zB 168T1i PL SITE _= 8 Z Z z z. °�o > w a a � al 0 a 0 LEGEND cn XHX - PM PHT (XX) - ADT XX% - TRIP PERCENTAGE INN AT SEVEN LAKES PLAZA FIGURE 3 TRIP DISTRIBUTION SMOKEY POINT PROPERTIES Ralph Monty Downstream Analysis BRL 94-143 7/23/97 SMOKEY POINT PROPERTIES Ralph Monty Downstream Analysis Stormwater runoff from the site drains to an existing low area along the north property line approximately 95' west of the northeast property corner (see attached map). Due to the pervious and flat natural ground of the surrounding area it appears that stormwater runoff infiltrates and is subsurface on the neighboring site to the north. The low area on the adjacent site is approximately 9-' x 40' and is 1-2' deep. The area has native vegetation of buck brush, cottonwood and alders confirmed to the low wet area. (Note the proposed project will be infiltrating stormwater runoff onsite with only,emergency flows being directed offsite.) This downstream analysis was terminated at the low area offsite. CEIPT DUFLICATE RECEIPT UEV (2 06) 42F3-'l*l)l31j. INNING & DEVELOPME'NT SERVICE AIER ID • J IV' 13i1)1.1 A I J.--(6--19 9 6 (oilrl PLAN CHK% I.-JIrIM SITE REVIEW 6 4. Cl 0 6 c-P 4 5 J, I T i0f-1.clu oilri GRADING Sol IPT DUPLICATE RECEIPT !..'I 76'3("P DUPLICATE RCCE � ji'i COMM GRADING APP DEV ClNolionl2li COUNTY C 63cf, (206) 3213-3311 51.01711004. -RVICE LAHNING & DEVELOPMENT SE -24-1997 Oill'i GRADING YAR rl (:PT 02-5'795 C:07 '17-24-1997 p RE G R 1.D lf CASHIER j 14:355:00 A: 2 J DI' 19310510.1.70004 $4,800.00 VELOPHEI-IT REV IEW FEE " � -I---. FEE SHOKEY PT BLVD "�-,. '1.. 1 5162 26 B ll'14' I 631CP ------------------ 5 10 1"10 00 4 $3 lw'56-63 961097 11) COMM DRNG PLAN CHECK, TOTAL DUE' $41800.00 -5)5 1).1)Q (SEC FROM: 10 4!--' 10 170014 RE oC.i COMM SE ENV CjjEr,KLI9T GARY PARKINSONY ARCHITECTS I f.1 11.1 7 61-5 C P $4 1800.00 CHECK ------------------ TOTAL DUE $2710137.06 TOTAL TENDERED $4 f 800.(10 Cl-7VIT ---------- .1) FROM." ------- 110 E"t P0111T PROPERZTTES GHANGE DUE $0.00 $27037.06 I OTAL. TEHDERED $'2'7 9 3 7.f.1 6 DUPLICATE RECEIPT DUPLICATE RECEIPT v I CHANGE DUE vo. T'Ll :ATE F;E(:E.lp-r J)Uj---,jjl-:tj'rE Fd..'CEIPT IV 7 j 0 C T 2 1 1997 PLANNING a DEVELOPMENT DOPERT w � H LL. _ LL. I W (n V1 Lw I�I�•1 .z .� 0 ~ V n -J oC cui �., .� .� �Lu- O a o ^o '� � tn a o� ti u 'In' o u ®p = , y °° o o p a a lu a � U �I � 0 ' O � p. a C? Z o �. 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OU""n 11, 1914 r w.. uw� T'rr.r�rr.�n�• 1 11 ar-r+lr�n o►O.e�rc - - -— - ••-----ter - r Ar•stir n - - *'csac CONTACT. �_- rrrrrr M OSTEROAMM-ROMSCN A ASSOCIATES,NG 3CIWCOUY A4f !r OS O.r�crKll r.r.r .- .. w..r rn w a GTra55 LINED 670-tIL(EiL L9r MIIL LtwafH �•ac—der r•" �04 r'•+•, :ice:«: DrSPERrSiaL TRENCH (E-"9XIkL .:y SP'ILA-WAY) *Arse RAQD A+•ow ... ..� r.r.ra r...�• . `L,•'!` W/1<itO N7t C, SHOWOUISH COUNTY _ram. co'U rr oLxiowcNT SECTIM A-A ':?�+'F::+a�r a PROVED FOR CONSTRUCTION 5 j a4 - e)(P1A=$ I Ie/►�I fs RANDOLPH R.SMOKY P.E. ►.LS. 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WOtw.I4GAi,YIY St�A4ul u/P .y'In.'ro I V nKL DI e O It7.0 7tIn u —♦It CD&K 114. 7oH Irw�.1M.aN I""113.K INv.I/4,54 INv.I14,84 � w w�Aeaarar$te Wta`^`«'�ho}rN,-+G .A W '�•�. I- INSTALL CON 5 CONSTRUCTION F, �Lm2�v IORRIt71QBa CooATr X Z I. •.-r..--,._...�.��.��.-..ter. i. NSTALL WIIS1RULlION ENTRANCE. O W SC.-♦IJ..Z �R-401 2 NSTALL 9lf FQIO1a /L'LCdiW a412L2.AOtAJil mCQr POZ)rf NOQI.E91111D J DATUM N.&W-29 1 CONSTRUCT 1001ORARY AT PONeS. aL19dTffi� , )nloP-1-o17�oa S�.a l_ ON{CT SrClw RVNWF TO SLT PONp1 a i ••a�!••n/.wit.I+v w w wr uw rRr ur n ry 0 S ILCrl U/ltl'^ns IiEO S7ULL3 NAvE�r r[1L EY'TA/UMfA '- RMIN Wv—N—w w n w••w r W F u_w�>I•.n �F •f u o.�•fry s wr•u f u w r r.u.+wr n t Ra w•u w C� •R/•mil•�/•r M..rwf w.Ir w,M w } .. IL �OIeTOR AT PVNOS Ot1�eNC COfeSTRVC•nui MM YANTAM-MIL •I �R+A R w FrU•�/•�aI•r R re r w.ner w ni i ui Ni �' F ��,`..' .`.`�:�`'-`�' EA05:rn POIp171AC NAs PA D. OIL/MIAI� fARATC•� fit. osr Pam ow in Z v 7. CLEAR ANO CRAG[ 173LS PIIOM PUM ORivit L INSTALL UTIUMM ' ►TR11L ARUPOT011. a 0322) O IL (206)653-4533 �.�......��«..•_._.•_r. ' �o I.n.C..�.-.i A,—C t � s 5 �eEo Vuu fY MUCK're C�oN+rwcflaN war nwa><sa, ARCKVIS ra O / ild A'ALA OG 1TJC G#pp..cn IN"v{ll,�{Ipl� � 7111 COLS AVWS ••:` SVusrr. MA suol 5o'fiv7• Uo/)777-i 177 j- ` r� rt'LAAwL a'u.mic nov a'utuf - •'�'�� Zl.i�imiai Y V+ ~' / �•• ` / `"� ,�, Pam: P.O.o. or Poom=sR coV O �' -.rw�.+,•��✓�..� ___' u�,p,,,,. ` ` Lof—m ClxrJ II ' A7'OII C)77 or IGATSTELU . '.-"...:'`�'..'.'"'-" �""-^. a M•A .- 1 AR�V+w I-` - SXm: Cm or IPRsvrL" povmcR 1., 1904 N Cw g7.ecre w Af..IT., - - -- 4'c36c CONTACT: S'AC OVEIRCAARO-ROINNSON A ASSOCIATES Or-:&V COLBY AYVOL/ AI II•N_«.«� �.•urir`.. 1 i-- •• /S'�'C17Z rA74M.MA . 9020, 0iy�ya CSQL ZSi-64tS •�.w_. w GRAS'i LINED 510-FILTER L9'Mud Lfwwii `.��,,,� O�doariAC ••.'••«• «. D15PF-R5AL.TREW-H (ErtCKIkif+CY 5rtL-WAY) Auret XA4a A' Win' A''61R �.' �.'«� •try .I. sreoNors+COIAJTY SECT/0!V A—A ';,?a <r A'-PRO DTMFOOR CONSTRUCTION "4 NTS n•I. „�/�1v BY -XPIRZS I IO N 1> RANDOLPH R.SLEIGHT PC P.L.S. - _ R/11 Prmlt Na lI L 44-F43 INN AT SEVEN LAKES PLAZA FIGURE; 2 SITE PLAN 100 YEAR-24 HOUR LEVEL POOL ROUTING RALPH MONTY HOTEL SITE Infiltration System Design Infiltration trench provided = 1,140 LF 100 year-24 hour storm event peak storage = 113.41 Trench volume provided: Width = 3' Height = 3' Pipe 0 = 1.0' or .79 cu.ft./LF Washed rock = 1'h"o % of voids = 30% Volume Provided Stage Storage Computations Description Stage Storage cu.ft. Base of 112.00 -0- trench Inv. of pipe 112.50 1140 length x 3' wide x 0.5' deep x 0.30 voids = 513.00 cu.ft. Top of pipe 113.50 1140'x3'x1.0'-[1140'x0.79 pipelx0.30 voids+1140x0.79 pipe=1656.42 cu.ft.+ 513=2169 cu.ft. Inv. oil/water 114.00 1140'x3'x0.5' deepx0.30 voids = 513.0 cu.ft. 2169+513 cu.ft. = 2682 cu.ft. separator Top of trench 115.00 (oil/water separator) (CB Type IQ 1140'x3'x1.0'x0.30 voids+(12x8.16 cu.ft.)+(14x4.0 cu.ft.)+2682cu.ft.= 3861.92 cu.ft. '1- q-p' d I � 1=-xISTI NU �xTRcJf7ED C7.Rau rJ D �Cc�R?j � BLENp To LXISTrrJ(I FoR I✓uT'uvZE CoNNEcTia�•!_ _ rl " SEGTio�l 17 - SCALE l-1 lZ . 1" 1 LiaNr2c-x'-APE cjor L GL-1 iiF3 �> _ •. pis/,. - -J: / 1 " NPTIvE Y��Idl—L b� D e o 0 00 €' lo"PE'r PIPE (PvG� ° 0 • • . - °p v f' C. 10-03.b.I.c. wELL o ec. 10-03.b.2.o. (LTEtZ F{�;�fZ l G Dh l t�t7 IP in. • 11SE SHALL N a o 11 gTES. _T ►.lp NY>IDVALJL "�'� __� I M PcXZT�T7 Is" 112 TRE�GH .'t��T�.IL cNrs) INFILTRATION PIPE DISCHARGE TABLE DESIGN .i lc Basin Hvdroaraoh Storane Discharoe Level cool 1 0 s t e rn a s r2rfhfhfrfrfrf/"frfrfl"fl"frfrfrfr"frfhfhfhfrfrfrf5 .::T(ectanoular vault > _7Trane oidal basin 'Underground o.ioe 3s t r list 3Custom file 1 :°;?°frfrf;"Ertl"frff"frfrfhfhfhfrfrfrfrfr"frihfrf;"frfrfrfrfrfrfrfrirfrfrfrfrfrfrfrfrfrfrfrfrfrirfrf�"frfrrrfrfrf!"fhfrfrfrfr�rfrfr�hfr�rfrfhf�' .� CUSTOM STG-STO LIST _ .:= STORAGE STRUCTURE ID: 2 ZWAME: INFILTRATION PIPE -:3, I 3I NCREMENT: 0.05 STAGE STORAGE: STAGE STORAGE _ 31 : 112.00 0.00 6: 0.00 O.00 .31 33: 113. 50 169.0 i 8: 0.0o 0.00 - •'W13UP PGDN F`,_': VOL. F3: SET F6: Delete F102 Exit �> 'frfrfrfrfrfrfrfrfhfhfrfrfrfhfrfhfrfrfhfrfhfrfrfrfrfrfrfhfrfhfrirfrfrfrlrfhfrfrfrfrlrfhfhfrlrfhfhfrfhfrfrfrfhfrfrfrfrfrfhfhfrfrfhfrfhf.` Available Memory remaining : 196728 bytes Current Data Set Dame: C: \W\94143\MONTY 1 1 I I J � _1 RALPH MONTY INFILTRATION SYSTEM Given: Infiltration rate = 0.0003 ft./sec. (Allowable) Infiltration rate/LF Q 5 sq.ft./LF = 0.0015 cu.ft./sec/LF Total infiltration rate = 1140(0.0015) = 1.71 cfs Allowable File Basin Hvdroar••aah Storage Discharge Level 000l 0 s t e r o a a r d Fti ca t�i n s a n rrrrrrrrrrrrrrMrrrrrrMhrhrrrr?rrrrrrMrlrrb Release .3 3''r000rtional weir _ W-Wei r ;> _Notch weir ,> 3Droacl crested weir :> ._Orifice design _ rrrrrfrrrfrrrfrfrfrrrrrfrrrrrrrfrrrlrrrrrrrrrfrrr?rrr�nrrrl?1'?rrrrl"fhrrrrrrrrrMrrr?rrrrrrr?rrrrrfrrMrrr?rfrrrrrrrrrrrrlrrrrfl`rl'rlbr5' CUSTOM STS- DIS CURVE DISCHARGE STRUCTURE ID: _fi•!r IYIk .; INFILTRATION F-,IF:,E .=:3I NCREMENT: 0.05 _ 3 STAGE DISCHARGE STAGE DISCHARGE 311 112.00 1 .71 6: 0.00 0.00 :`•F PGUP PGDN FW Get F6: Delete F10: Exit 7•rrrrr?rrrrrrrrrrrrrfrrrrrrrrrrrrrfrrrrrrrrrrrrrfrrhrrrrrrrrrrrrrrrrrrrrrrrrrrfr?rrrrrfrrrrrrrrrfrrr?rrrrr?rrrrMrrrfrrrrrrrrhrrrrrrr.. Available Memory rema.i.ninq : 196728 bytes Current Data Sept Name: C: \W\94.143\MONTY J l I _1 100 YEAR-24 HOUR LEVEL POOL ROUTING wile Basin Hvdrr_;uranh Storage Discharge Level pool O s t e r o a a r d Robinson & Assoc . Ira:'1°1/•1!`tt"1!•1/•1f•1P11.1h1h1!`1h11.1h1!`1i•1 � :_ f`1l"1h!!`1MMMh1PfMh11`1h11`1!'Jf•1!'7!`1h1h1!`1!`il`i1'1Mh1P11.1M!`lril•1M1`1M!`11'1h,f`1MMh1h11`1h1h1M1.1P1rlhfhl!`th1�1h11v1/•1Mh1MMl`1!•11.1h11`l�'i ;_ LEVEL L FOOL ,OUTING INSTRUCTIONS 3 •� _ PRE: I NF-LO S'T S STG OUTF=L 3 _> 3 DESCRIPTION HYD # HYD # STOR D I S HYD # ID ID _. _ 3CI00YR 24HR 7 C1 .71 J CD1 1 Cy 7 C2 :J C 201 _N> •:i G :1 C 7 I` ] C 7 C ] C 7 1: -'> F6: CLEAR F10: EXIT r -r1r�MMM�lrlrtr�rirlr�rir�1`�r1r1r1rir1r1r1r1rir1r1rrrlrlririrlrrrlMrlrlra•1r11yr1r1r�r11.lrrrlrlrlrlrlrlrrrl�lrlr1r1r1r11tirlrlrlrlrl.> Available Memory remaining : 196728 bvtes Current Data Set Name: C: \W\94143\MONTY 1 File Basin Hvdrograph Storage Discharge Level. moo! Ostergaard Robinson & Assoc . 1n2l•NNMM!•MMMMMMMMMMM8 f`1Mf•1Ml•11.1!•1Mh1Mh1MP1r1M!`1J`1P1!`1!`11`11`1f'1h1!`1M!`1Ml°1h1h1!'1h1MM!'1hi!'1P11'1MMMf 1MPih1!'1!`1!`1/'l!'!hl!`1!`f!`1P+1'thil`iw1r1/.1h11"1f`1!•1!'1!°y+•+I°+1+11+1!>+p.ri°tom:+ ROUTING COMPARISON TABLE MATCH INFLOW STO DIS PEAK: PEAK OUT DESCRIPTION PEAK PEAK. No. No. STG OUT HYD 3100YR 24HR 1 .71 3. 01 2 2 113.41 1 . 71 J y - J Press anv k.ev to exit . I 7..P11°1�1h1MMMMMf`1M1�l'1h�1'1P1h1Ml`'117Mh1Mh1!'1h1MPlf`1MMMMh1M!`yhlhlf'1h1!'1P11`1MM1�hih1M1`f1Hl7MP1MMMl`1MP1M1`1P11`Ph11'JhiMM1'1l`1!'fh1!'11"fi`l:� Available Memory remaining : 196728 bvtes Current Data Set Name: C: \W\94143\MONTY _1 j 1 Osteroaaard Robinson & Assoc . Inc . oRoe i RALPH MONTY' S HOTEL, SITE 100YR 24HR LEVEL POOL ROUTING INFILTRATION SYSTEM DESIGN HISTORY- OF HYDROGRAPH ACTIVITY Date of Session: 1/18/98 I CLEARHIS 1 GHANBE 4100YR 24HR" 3.50 PRECIP I D1 LSTEND LPDDL i "100YR 24HR' 1.71 D1 2 2 20 100YR 24HR 1.71 3.01 2 2 113.41 1.71 20 2023.4B cf f 1 l l OSTERGAARD-ROBINSON & ASSOCIATES, INC. 3630 COLBY AVENUE EVERETT, WASHINGTON 98201 206/259-6445 FAX# 206/258-3517 LETTER OF TRANSMTTAL TO: RE: Al2ldl DATE:_ Q' JOB#: 3 ATTN: Sets ❑Original mylar Sheets ❑Bond prints ❑AutoCAD Diskette OF THE FOLLOWING: FOR: ❑SSITE PLANS ❑WETLAND MAP 018EVIEW QROAD &STORM PLANS ❑LETTER COMMENT ❑TESCP ❑TRAFFIC REPORT ❑APPROVAL ❑SANITARY SEWER PLAN ❑TOPOGRAPHIC SURVEY ❑SIGNATURE ❑ L� WATER PLAN ❑TREE SURVEY LOCATIONS YOUR USE P HYDRAULIC CALCS ❑BOUNDARY LINE ADJTMT ❑QUOTATION ❑BOUNDARY SURVEY ❑REVISIONS ❑AS REQUESTED ❑FINAL PLAT ❑COMPLETE CIVIL DRWGS ❑SEE REMARKS ❑SHORT PLAT ❑TIR ❑ ❑PRELIMINARY PLAT ❑REVIEW COMMENTS ❑ ❑LEGAL DESCRIPTION ❑ ❑ ❑ ME TS: cTi� B If you have any questions or comments please call. Sincerely, Ae � • OSTERGAARD ROBINSON 4; £" ASSOC. INC. CONSULTING ENGINEERS (425)827-5854 3630 COLBY AVE. BELLEVUE(425)827.5854 EVERETT,WA 98201 e-mail: otacivil@gte.net MEMO DATE: January 20, 1998 TO: David Brock Washington Department of Fish and Wildlife 16018 Mill Creek Boulevard Mill Creek, Washington 98012 FROM: Brian R. Lindsay Ostergaard-Robinson & Associates, Inc. RE: Ralph Monty Hotel Site Attached please find two sets of revised plans and calculations for the above mentioned project at Smokey Point. Please note that the 100 year-24 hour storm peak elevation is 113.41. If you have any questions please call. cc: Jim Alderman, Snohomish County SMOKEY POINT PROPERTIES an OFFICE COMPLEX HYDRAULIC CALCULATIONS SITE DESIGN The proposed drainage facilities for the project will consist of an infiltration system that is designed to handle the proposed developed flows with an emergency outfalling to the pre-developed drainage course. The soils in the area appear to be generally Lynnwood Loamy Sand 0 to 3 percent slopes, which are a Class C soils group. The hydraulic calculations used were the Y & W 1 method to initially design the trench lengths. The Stormwater Management Manual was then used to check the trench design and incorporate the design BMPs into the system. Water quality will be maintained by oil separators in CBs flowing into the trench system, enlarge 12"$ perforated pipes with 0. 5 ' parking lot ponding will J provide storage volume. Protective filter cloth layer on the top and sides of the trench with a sand filter will be provided (if required) by the soils engineer pending field conditions. _J _1 - J J J GRADING AND T.E.S.C.P. Approximately earthwork quantities are as follows: . � -Cut approximately 6, 800 cubic yard s -� -Fill approximately 11, 700 cubic yards Erosion control will be maintained by temporary swales, temporary settling ponds, check dams and silt fencing. A gravel construction entrance will be provided for vehicular traffic leaving the site. Department of Ecology standard B.M.P.s will be followed to negate l impact to the surrounding properties. I l l _ 1 J J J J J J INFILTRATION RATE Given: Perc rate = 5 min. /in. 5 min./in. = 0. 20 in./min. 0. 20 in. /min. = 0 .0167 ft . /min. 12 in./ft . 0.0167 ft. /min. = 0.0003 ft. /sec. 60 sec. /min. Typical Trench Proposed infiltration trench area 900 sq. ft. (Per 160 LF of trench) :. QRR( infiltration) = 0 .0003 ft./sec. (900 ft .Z) = 0. 27 cfs Determine Storage Volume required (25 year storm) Worst Case Contributing impervious area = 1 . 32 ac. Coev = 0.90 ` 57500 Qo = 0 . 27 = 0.2273 cfs/Ac. 1 . 32(0. 90) Tp = -25 + 2706 '/Z = 84 . 12 min. 0.2273 VS = 4329(84 . 12 ) - 40(0 .2273) (84. 12) = 2572 . 38 cu.ft. 84 . 12 + 25 VT = 2572 . 38(1 . 32 ) (0.90) = 3055 .98 cu. ft . INFILTRATION SYSTEM DESIGN BASIN LIST IIBasin Area Trench QR14 Qo Tr VS Length VT Cu.ft. 2 . 0. 55 Ac 160 ' 0. 27 cfs 0. 5455 45. 43 1801 . 25 891 . 62 4 . 0. 39 Ac 160 ' 0. 27 cfs 0. 7692 34. 31 1448 . 7 508. 49 I 5 . 1 . 32 Ac 160 ' 0. 27 cfs 0.2273 84. 12 2572 . 38 3055 . 98 10 . 0. 93 Ac 160 ' 0. 27 cfs 0. 3226 66 . 59 2288 . 06 1915. 11 I 13 . 0. 71 Ac 160 ' 0. 27 cfs 0. 4225 55. 02 2047 . 02 1308 . 05 17 . 0. 99 Ac 150 ' 0. 27 cfs 0 . 3030 69 . 49 2341 . 77 2089 . 52 STOR14WATEII 11ANACENF.NT MANUAL FOR T11p.• PUCET• GNNU BASIN �+t�9�ilaFlla r9-o—wa-tjonvaP- .Z. 0 inchos/hour, thus t - 0,-,;- A Z.0 r /'ov - 0.0933 ft/hY '� 6:-�5 lnches/1net�� variable - maximum of 2 feet aarrume3'10 foot (o, A,,- bottom surface area -.3yD*' Z -&80sq, ft. 'Solving for p in barcy's equation givesr 10 A w I f • -_ A A, - A I' 10 ►Yv-4�-�o,L49.4 l�e_�e tionship The stage-storage relationship would be.- A, " h " Vold Ratio 660 " h A 0.4, or :�•: 3.:. w Z 7Z A h (" Result- of 9KtUmi er Siz Ing ' .- I The tabular form of the stage-discharge and stage-discharg®< 1 tr... /.0) relationsl�i.ps wotrld bes n /�ISSUmt • h i 0 S (ft) (ft/ft) (cte) (cu.ft. ) ---------- 0.0 1 .0 S6,6y --0--------__ 0.5 1 . 3 S9, y7 13L 1 .0 1 .4- 1 .5 1 _ }3r GZ.da 2 7 Z 2.0 1 .�. 6 1V yob G7, 97 Syy . Note that for design purposes it may be simpler to set the hydraulic gradleptr ), equal to 1 thus making the discharge independent of stage. . At this point a level pool routing should be conducted to develop the firlal design dimensions of the amp, enauring, however, that the amp will completely infilcR-pte I the design storm(s) within 24 hours. III-3.5 CONSTRUCTION AND HAINTENANCR • , 1II-3.5.1 over eg Tho failure of infiltration and filtration HMPa to funcLf-un properly can often be traced back to con"tructi-on and o Aintenance iountloa. By uH.TtFing appr6printe• con"truction practice" and conduc€Eng My"Eamatle and riclGtQue mAintonance, infiltration/filtratlon BllPa should function properly. --9 FEBRUARY, 19-9 . 1 T.E.S.C.P. PER BPMs I T.E.S.C.P.: Calcs SCS BMPs I Soil Type: Alderwood-Urban land complex 1 Hydrologic Group: C I K Factor: 0.20 i Erosion Potential: Moderate-severe 1 10 yr-24 hr precipation: 2.41' Runoff volume: Contributing site area = 1.96 ac Volume required = 1500 cu.ft./Ac (Nomagraph l) Total = 1.96 Ac (1500 cu.ft./Ac) = 2,940.00 cu.ft. Sediment Volume: Slope of land 8-9% @ 695' Volume required = 80(1.96) = 157 (Nomagraph 2) Therefore total volume required = 2940 + 157 = 3,097 cu.ft. Proposed p_Qnd For T.E.S.C.P. purposes the proposed retention/detention pond area will be utilized for • sedimentation. Proposed retention/detention volume 3,097 cubic feet. O.K. s== mom SEMI mbsUROMOMION 111uII�lUNI�I�gtA�il�e�� r�' � imummumm9boffla, Hummu OREN lA�A . OM omil�minu�1 =MENEM� ry � f WORRU-not R afidW IS WINE IN!k,I loalq%fi I lag" V0l�i,4I� 104`'.-";PO's ® Imn"F; , R;N • ,,, iNllIII�INII�I��IIII',►►lIIW I SOIL EROSION POTENTIAL HYDROLOGIC 'GROUP K FACTC Alderwoodmoderate-severe C . 20 Beausite moderate-verysevere B . 15 Bellingham sli ht C . 24 ' Briscot light C Buckley slight B/C Earlmont slight B/C Ed ewick slight B } Everett moderate-severe A . 10 Indianola moderate-severe A .24 Kitsap moderate-severe C . 37 Klaus sli ht B •20 Neilton slight-moderate B . 15 Newberg slight B Mooksack slight B { Norma slight B/C .23 l Orcas none D .05 Oridia slight C Ovall Severe C • 28 Pilchuck moderate-severe A .10 lPuget slight B/C . 32 Puyallup slight B .28 Ragnar moderate-severe A .32 Renton slight B/C Salal slight B Sammamish none C Seattle none C Shalcar slight C .24 Si slight B Snohomish slight D .17 Sultan slight C . 37 Tukwila slight D Woodinville slight C/D j 45 . TEMPORARY SEDIMENT PONDS - NOMOGRAPH 2 (SEDIMENT VOLUME FOR DETENTION STORAGE) ,.ram --, 4.0 f i r � l•} ►i JrF 0(0 04 '� 1p 1 1 cl4 so d0 7 .00 i wo � � + Ip. /0 20 30 Slops l.aiglh in Feet EROSION TONS PER ACRE (E = RKLSCP) Oct U `1- O I LLLJ w 3 _ l 0 6 _ ioo _+, r b 200 A.- BARE :GROUND (C = 1 . 0 , o °9 P = 1 . 2 , & R = 10) C>> 1/ 60 P .C .F . per Ft. 3 a�i 300 o D D c� OCC n l 44 . MINIMUM PIPE VELOCITY Flowing Full Proposed: Minimum pipe diameter = 12.0" Minimum pipe slope = 0.50% n 0.012 (CP & N 12) Flowing full per Mannings: Given: Q Flowing Full = 2.73 cfs Velocity = 3.46 fps flowing full 3.46 > 3.0 fps O.K.!! SMOKEY POINT PROPERTIES Ralph Monty Downstream Analysis BRL 94-143 7/23/97 SMOKEY POINT PROPERTIES 1 Ralph Monty Downstream Analysis Stormwater runoff from the site drains to an existing low area along the north property line approximately 95' west of the northeast property corner (see attached map). Due to the pervious and flat natural ground of the surrounding larea it appears that stormwater runoff infiltrates and is subsurface on the neighboring site to the north. The low area on the adjacent site is approximately 1 9-' x 40' and is 1-2' deep. The area has native vegetation of buck brush, cottonwood and alders confirmed to the low wet area. (Note the proposed project will be infiltrating stormwater runoff ofsite with only emergency flows being directed offsite.) This downstream analysis was terminated at the low area offsite. I . I _ 1 �J M �J 100 YEAR-24 HOUR INFILTRATION SYSTEM DESIGN POST-DEVELOPED 100 YEAR-24 HOUR BASIN SUMMARY 1/15/IDS Osteroaard Robinson & Assoc . Inc . oaoe 1 | RALPH MONTY' S HOTEL SITE / 100YR 24HR BASIN SUMMARY INFILTRATION SYSTEM DESIGN � - | ===================================================================== | BASIN SUMMARY | BASIN ID: D1 NAME: 100YR 24HR SBUH METHODOLOGY ' TOTAL AREA. . . . . . . : 4. 29 Acres BASEFLOWS: 0.00 cfs � RAINFALL TYPE. . . . : TYPED-) PERVIOUS AREA | PRECIPITATION. . . . : 3. 50 inches AREA. . : 0.79 Acres _ TIME INTERVAL. . . . : 10.00 min CN. . . . : 86.00 TIME OF CONC. . . . . : 3. 16 min IMPERVIOUS AREA � ABSTRACTION COEFF: 0.20 AREA. . : 3. 50 Acres CN. . . . : 98.00 ' TcReach - Sheet L: 80.00 ns:0.0110 p2vr: 2. 50 s:0.0050 | TcReach - Channel L: 207. 00 kc :42.00 s:0.0050 | PEAK RATE: 3.01 c f s VOL: 1 .09 Ac-ft TIME: 470 min | � / _] ~~ INFILTRATION PIPE STORAGE STRUCTURE t6-8T-TT 8VT-t6 l ZSg rI s6/9 L/L s3di� AIVNOI,J l a O��J4�kSYM j�"~,a0 so ") I 1 SNIOIZKZIIO'IVD OI'IIIVHCIAH XS'Idwoo SOIAao UP SSIS2I3dOHd ZNIIOd AS?IONS 51V lby� 0 NIy�Ob--- 11V]Yyc101jn30 $ caNINNb7d Z661 l 130 -- A . Washington State Northwest Region 15700 Dayton Avenue North Department of Transportation P.O.Box 330310 Sid Morrison Seattle,WA 98133-9710 Secretary of Transportation (206)440-4000 1 August 19, 1998 AUG 0 Mr. Brian Lindsay Ostergaard-Robinson & Associates I 3630 Colby Avenue NE I Everett, WA 98201 SR 5 CS 3199 Smokey Point Properties PERMIT 17232 In response to your request, we are enclosing the referenced permit. It will be necessary to hold a preconstruction conference prior to beginning construction. Please call Mr. Dave Pierce, Everett, at (425) 339-1780 to arrange the preconstruction conference prior to "on-site" construction. Please contact me at 440-4434 if additional information is needed. Sincerely, c mi TIMOTHY C. WICKS Permit/Franchise Engineer DMHM Enclosures I � � a� Washington State Department of Transportation Application for Utility Permit or Franchise Northwest Region, Utilities MS 113 PO BOX 330310 Seattle WA 98133-9710 Permit/Franchise No. 17232 Applicant-Please print or type all information Appiication is Hereby Made For. ❑Permit ❑Category 1 $500.00 ❑Franchise 0 Amendment ❑Category 2 $300.00 ❑Franchise Consolidation $300.00 ®Category 3 $150.00 ❑Franchise Renewal $250.00 Intended Use of State Right of Way is to Construct,Operate,and Maintain a: outfall swale on a portion of State Route SR5 (at/from)Milepost 205.83 io Mile Post In Snohomish County, to begin in the SF 1/4 of NE 1/4 Section 29 Township 31 North: Range 5 Wes as .M. and end in the Section Township North:Range, West/East W.M. - Fees in the amount of$ . 150.00 are paid to defray the basic administrative expense incident to the processing of this application according to WAC 468-34 and RCW 47.44 and amendments.The applicant further promises to pay additional costs incurred by the Department on the behalf of the applicant Checks or Money Orders are to be made payable to "WashingIgn State Department of Tra ortation." Smokey Point Properties Applicant(Referred to as Utility) Applicant.Authorizk Signature 17215 Smokey Point Dr. Ralph Monty Address Print or Type Name Arlington WA 98223 owner City State Z1p Code Title 360-659-8551 Dated this /e day of , Telephone Applicant Reference(WO)Number Federal Tax ID Number or Social Security Number Authorization to Occupy Only If Approved Below The Washington State Department of Transportation referred to as the'Department;hereby grants this document(Permit or Franchise as applicable)subject to the terms and conditions stated In the General Provisions,Special Provisions,and Exhibits attached hereto and by this reference made a part hereof: Construction facilities proposed under this application shall begin within one year and must be completed within three years from date of approval. 1 For Department Use Only Exhibits Attached Depart nt Approval EXHIBIT "A". Special Provisions for Permits and Franchises, pages 1-3. By. EXHIBIT "B". Utility Facility Description form, page'l . Robert A Ralph EXHIBIT "C". Plan details, pages 1-4. Title: Asti stant Ilti 1 i ti es/Rai 1 road End neE r. Date: &,4Ldf Expiration Date: DOT Fain 224-896 Er � Washington State Special Provisions for �// Department of Transportation Permits and Franchises Permit/Franchise No. 17232 Applicable provisions are denoted by ( ® ) ® 1 No work provided for herein shall be performed until the Utility is authorized by the following Department representative: Northwest Region Utilities Engineer 15700 Dayton Avenue North,MS 113 PO Box 330310 Seattle,WA 98133-9710 For preconstruction conference call: Dave Pierce,Everett(360-339-1780 ® 2. A copy of the permit or franchise must be on the job site,and protected from the elements,at all times during any of the construction authorized by said permit/franchise. ® 3. In the event any milepost,right of way marker,fence or guard rail is located within the limits of this project and will be disturbed during construction,these items will be carefully removed prior to construction and reset or replaced at the conclusion of construction to the satisfaction of the Department.All signs and traffic control devices must be maintained in operation during construction. ® 4. Prior to construction,the Utility shall contact the Department's representative(listed under Special Provision Number 1)to ascertain the location of survey control monuments within the project limits.In the event any monuments will be altered,damaged or destroyed by the project, appropriate action will be taken by the Department,prior to construction,to reference or reset the monuments.Any monuments altered, damaged or destroyed by the Utility's operation will be reset or replaced by the Department at the sole expense of the Utility. ® 5. During the construction and/or maintenance of this facility,the Utility shall comply with the Manual on Uniform Traffic Control Devices for Streets and Highways(Federal Highway Administration)and Washington modifications thereto.If determined necessary by the Department, the Utility shall submit a signing and traffic control plan to the Department's representative for approval prior to construction or maintenance operations. No lane closures shall be allowed except as approved by the Department representative.Approvals may cause revision of special provisions,including hours of operation. ® 6. Any changes or modifications to the approved franchiselpermit shall be subject to prior review and approval by the Department. The Utility shall notify the Department's representative upon completion of the work under this permit/franchise so that a final inspecben can be made and shall immediately furnish to the Regional Utilities Engineer a revised franchise or permit plan of the final location or relocation of its facilities if the original permit franchise plans have been revised during the course of construction. ® 7. Prior to the beginning of construction,a preconstruction conference shall be held at which the Department and the Utility and utility's engineer,contractor,and inspector shall be present. ® 8. Should the Utility choose to perform the work outlined herein with other than its own forces,a representative of the Utility shall be present at all times unless otherwise agreed to by the Department representative.All contact between the Department and the Utility's contractor shall be through the representative of the Utility.Where the Utility chooses to perform the work with its own forces,it may elect to appoint one of its own employees engaged in the construction as its representative. Failure to comply with this provision shall be grounds for restricting any further work by the Utility within the State right of way until said requirement is met.The Utility,at its own expense,shall adequately police and supervise all work on the above described project by itself,its contractor,subcontractor,agent,and others,so as not to endanger or injure any person or property. ❑ 9. The Utility agrees to schedule the work herein referred to and perform said work in such a manner as not to delay the Department's contractor in the performance of his contract. ® 10. Work within the right of way shall be restricted to between the hours of 9:00 a.m. and 3:30 p.m. ,and no work shall be allowed on the right of way Saturday, Sunday,or holidays,unless authorized by the Department.Any lane closures must be submitted for approval in advance of use.The hours of permitted closure may differ from the above noted hours. ® 11. If determined necessary by the Department,any or all of the excavated material shall be removed and replaced with suitable material as specified by the Department. ® 12. Wherever deemed necessary by the Washington State Department of Labor and Industries and/or the Department for the safety of the workers and the protection of the highway pavement,the sides of the trench(or excavation)shall be adequately supported to reduce the hazard to workers and prevent any damage by cracks,settlement,etc.,to the pavement. No other work in the trench or excavation area will be allowed until this requirement is met. ® 13• All trenches,boring or jacking pits,etc.shall be backfilled as soon as possible and not left open during non-working hours unless covered with material of sufficient strength to withstand traffic loads or a method of protection approved by the Department. DOT Form 224-030 EF Page 1 Exhibit "A" Revised 3/98 SPECIAL PROVISIONS FOR PERMITS AND FRANCHISES x37. Construction of the retention/detention system, flow restrictor and pollution control device shall be part of the initial construction of this system. x38. Construction of this facility will not be permitted from the through traffic roadways, shoulders or ramps of SR 5. All access during construction shall be from outside the State right of way. x39. The Utility shall be required to maintain traffic at all times, no lanes or ramps shall be allowed closed without written State approval and a State approved traffic control plan. x40. The Utility is responsible for compliance with all federal, state, and local laws pertaining to the discharge received by the State under this permit or franchise. x41. The drainage connection to the WSDOT ditch is permitted for discharges resulting from emergency flows only(discharges occurring when precipitation exceeds the 100 year design storm). Discharges to the WSDOfi right of way from storms equal or less than the design storm are not permitted. If such discharges occur (from lack of maintenance or inadequate design, for example), the owner shall provide the necessary corrections/repairs to the drainage system to prevent them. EXHIBIT "A" Page 3 PERMIT 17232 _ t O $$0 C ƒ 23 £ i \ /§- _ c 0 2 � 9 -° — � / �77§t\ e .} b-- 0 f i ( k�� - � § § { � \ — _ k 2= M � \ � § \CL a \ — C R 8 • � / .. .E E � J ƒ _ § A co ° 0 0) ° cz / CACD 2 c \ 2 « 5 / § � { cn I cc � I.- 3 co E 9 to k a_jLn a = 7 CDC 2 ) k \ § 2£ o \ t2 6 7 U CE R 0 tee . = o § d) 2Eo b 2 m U- 2W n d § b a o < \ . ± c § \ & �\C % §� / ( — ° § -.. - § ■o § 2 G $ 0 q, § .§ ) % / a ƒ K� � r & m \ / 0 < / © M , 2 SL.0 21, 'iWP NNI RANGE 5E W.M yy N•o.u m 6'- INLET PP! i s sr.,ae,. 6 S5'•�-_Y -y ,j ['r"• 1 [aN• 7N'M+r•.•� y,ry.aalr 4•••a•/1wr4w�o•,ul N•o.N/'«•rW OUTLET PIPE = • _ - J J �n GENfiRAL NOTES: •' 1Wtr.,fr �wns�Vi. Ry�•- 1. ORION TO ANY srm DLsmaiNG ACT1vtIY INCLUDING CLIARINO, 'Soo O.,len Cap.elty r"'-t -- �-- - -`r ��,i� e = LOGGING OR GRADING,Tlfi SITE CLEARING LIMITS AS SHOWN ON THESE ;y-.., - --T - r•g u IDENTIFlW>RY THE PROILCT ............... ..... _IL`r PLANS Sit Ilk LOCATED AND FIELD •}! .F �l ENGINEER THE PROJECTSURVEYO0.ONENGINEER'SNAME r I }, •- _ - �''r `l� I SURVEYOROR G - I _. ^1 L t• l '{ �►- r� ASSOCIATES, , AfSOC _•ROBINSON d 'a:l RG AAAD •!'ARE OSTE � --► AND 7ELE►IIONE NUMBER ,•l � _ _ _ __ n ,i - ___Z, Y _ SI•IOKEY �. . L79ATr .1 I,r._ .•ia 0 1 Ilsas9aN5- A NT ,.. J. Pl)I INC..• ra A rP. a Q7 A y P 1 9• C V 2 r« k p5 i i w wv T.LE FOR ATE R R IB 5 - N ARE ESI'ONS i PROJECT EN GINE EER _O PRO to OPER AN N.frr fi EYEL 7. TI D T Q PR OCR SIIALL BE FSIABUSIIED BY THE � ,_� -_ _ ALIT,'. A M09tTONING lX' - W - oN - - yry elgN W e, M AN PHONE s ENGINEER'S N♦ f D 1 1- �,7 P ENGI 1 E ROIECT - 1 E E EHGh NEE eY:PROJECT J • IE P I NUMBER ARE DAVID O.OSTERGAARD,P.E,127/J9dN3. I •^•' '•,•;•:,•• -- >v - - I I •� �,, r1� -PLAN VIEW- 7r. /LAN V`EW r' l ) LZ 3. I ALL GRADING 511ALLCOMPLY TO CHAPTER 33 OFTHE UNIFORM BUILDING e••.r•. , L• r I ,- r.mN• I , raw I - L:+ 1 f. CODE,TITLE 17,AND TITLE Ia OF THE SNOHOMISH COUNTY CODE. rsr IrIT t1 i (CURRENT EDITION) _ •, j_5 CASEMENT FOR-earH,t� _ - '' SECTION AA ' 1 _ Y-� u f Aect TO N T"N•PROP�RTT• eRl Y N/lAG[L wat�w� D.C. DEAL C MBfF{ oIL/WATERSET'/SRATOR yy�`�� JDTrw(.racor)�rrt��A.y - SEbIM ►.TT TRAP + _ _ SCALE:V.•.ca• -1 ^'�-" - �I �` M T e ..• /CRNNA6 Nc+lJM �r S A'rA!L.IiFSL'IVF�0A' cell. - ,B'c'/7 � � ,I �•.. G � G��IQ f •2 A[C...S As A 7Acw Y � ' L. -M. ��AIfILLIIMIrIATE7,DOJflLE51GEV1 Tit•J roe ;9Tzo _ o-TaP IIa.4.LToro//$. 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TITaAV&T17jt'N1o1CitEft,ve.L,/E-:•LLPIP'R NYrncn••tT •' ( T tl"SAW�NG'(erFFt„TING . . ea ,ea!aab ree Girl Or Mo7F1i•41LLe srD. / CaATt.VA-le I Sl} AeS PC1=Qu1RT5D. - rL•ra.1lS-(3)TYp INSTALL aL:1L Stl;rt FltG/LCG-r`RS '• ; •• rO 1•IPICArG NYORANI ZOt�3%.-^V%• •- '• "' Isn"IS.TI48 3NOHOHISH COUNTY 9,• )( RPiayPtateeLenoto -_ h SCHEDULE: c•n.,.«r•n - .• z •.L CONSTRUCT,.00TIO11 :'0Kfr /-D/Z-OI-EI O W I INSTALL OONSfRUC110N EIITRAHCE. SMO,CtP Po/NT 3A1t7�SL.CV/CL PROJCC'[RDDR[aa 5)IOKLY POINT gOtTLLVAAD J 1. u,vr«..e...I...nrn,.•.-rr„na..r.w.,.«owrw - ' , IL-E000W R s ucw•u^«•r««r ..r a..a.e..a....+•,•••MIn•..,•. SGALLc ! IR��1 .- 2. INSTALL SILT FENCING TAX ACCOON'! NO 797105-1-017-0001 1� •, m,,,,,, ,e,-••., ,,,.,,,,••-_�,,I. DAT(JM N.[�.V-D.-29 MSL ]. CONSTRUCT TEMPORARY SILT POIICS.: L�DAiIUiDltilDB u•• ]. ,,,,,,,u r .«mnl«••N.•�'•,•,•n• P f/t Of TOT' PIIT tRIII ae1/1 nil/1 LT OTT Ot aT M L[ea IDT ALL to PT11 '.•N.W+ro.e u,r•'.,r,.,....n.a••^••+•+. •^+•^ 4. DIRECT STORM RU11OFF TO SILT POHD5. A . ■e/�PAr con nA COP So qua in o 3,12 err T'. q w ro ma lo.esrt V •"-u••+'4VN .ew^�'^. t G MIN ,0 Y J.CO AP{TPe TIt aLT AIG r lM eD[0 AD 1f I.1fR TII V PLL To n iJl 01 .....,r.-.r..•.v,•�........:r s,....,•n,a•...'.,e r1.I'4EPO 5. CCNSTR'JCT NEW GRASS LILTED DITCHES. DO 140T REDIRECT EX. DITCH - Ptl/1 Sell Ptl/1 sn ere sot.7sn Tn P ILL To r ur so w to su.7erT ry InT d,,�rr,^[,,,,,,•„s„c,,,,,,,,,•,,,,,,„o,r DG Ot�YlAT IA}LAT FLOWS UNTIL GRASS 1I110 SWALES HAVE OEEIJ WELL ESTABLISHED. 4[TI R to Ao Ret/1 An/1 Net/1,7I L ALP t0 N tIl Tolafn M TOO L Ltts q0A \-- u) 1 ..• QLJ OPyiERJAT ION WFJ.I- Es a. MOIRTOR SILT PONDS DURING COIISTRUCTION AND MAINTANI•UNTIL I yppyif,Al[I SNOKLY POINT PROP£ATIIV Z V ` r."r«r�s•ewn•oH•wra.,.....+..,.[..r.n•+.n u+•+-+• 5 p�1N5 q-100 - EROSION POIEIIIIAL HAS PASSED. t01 L W,&Tt=K SEQA-&TbR 17715 SNOKEY POINT DRIVE IL J , nn:�,,,,i�w•+w�MN•".w••'.-•m..Irw u....,,.. D -_____- c_ 1TPI{„_ ARLINGTON, RA 98223 ,r,,,,,n,. '.^�:rRr�n. r••....�n.....,�-.. i C.O_GLE6n)oUT---- - I 7. CLEAR ul0-GRADE. O 11 ' � a INSTALL�tIILITIES. NT.S (IDE)PAR-INSO (1,, ••----�� s. a m••err7L••.r'....r.+r..r,.M u...w.r.a a -..rw LL J - ,�,„ ,w•gr••wnn w••w MwrM r,r•J^,u..n•„V 7wa,• ' • 31i r'ICLD Vet 1;1FY PRI OIe,•fo CaNeflclJe•f1oN � GRAY COLEY AVE ARCHITECTS ;.;.'�:a.nrr..r..,,..«.M.,.•-.F .,.:r•w.... . ::"�:�. / _ N t:DuttIN4 CaN•Hcucfiow GowtEAr.•CoK �+1•t"+•+� - • ...,a.r•^r. + ^••• �•' /�l A✓p'q TA"r'fJRnANL¢ 1No GP•Nr(KOUftON Af'fN1T1CS 2g 17 COLEY AVENUE •,,, _:r 11"1 ,T` A4Y✓I GG•fJG bfep„-•nL17 IN FSI L.'FRA'ftON 'r LVERCCT WA 98201 o::: I �/ - d (70Ellsi-xls7 r1 Q ""� `'�.��...+.+�. y.;..e.n,..•�'^I•+H+.�^• �IYE AA4A. /L 11J ,r r,_• r� i/ / ^y`-� 30� E7�MT �•E�r NORFN OTILITY DI BTRICTa Y _. 1- •. ,.•"In• cn•.+..eroi S�JlN /2'LANC /2'C[ yTLGV /t'LANE O + vre.,afM POWER: P.U.D. OP SNONONISH COUNTY r lAA q Br ....r e,�• .,�o'�....•�^air `^:`W' 1i ' r'6nNa••.scar 'r 1O1 Oy�.G WATER; CITY OF NAAYSVILL£ - .• 7.rlm I rW r•. r .•. 1C'Vel MJJE I AIb O e SEWER: CITY OF 11ARYSVILL£ •rr'Ir,M w•-+rw•rrru L6foowN CJ%7 I ArCMCNT I f7Hfl «w•Yrr Nr,w._ crrwr_Ir.,w«..w i•ml w...wdow. 4'M,N I WLG!'7•nn( _SAG PNvcAl2AfF N li:-.'..�i','�::�..".... .u• rN1�N•rr,.r.r.r.•-•a.+.•.ur� M, - DATL OF )RRP7L>•�fLON NOVLNBLR 1Rr 1991 Il..w,•,,.,..•.w•r••,.•M rr.• r WF«•N•CWrI«•rNI.•- C.•vnaY[r -�- -��=� -..��__ .-•µw,•Inr Grrr�.P.••W rr.w.,,n+`.II+r«l.•r+. fr,u.,.•. �'• _ ..., 1 SAMICaF Lr.L04L « +, ^'. 'III�r��nuM.r�.l.no -•.T.•• 1 2^ PR AYVAII rw. - CONTACT: RL R,IN GNANSCSI J25CP. 4•�,8� EXHIBIT «C�� -,_�_ w_i_.:�-_ F«..,, �f7, _ 1 • f--%e,couNO� OSTERCAARD-R011UE 01 h ASSOLTATES,RN (CRMSL •L•AC/'N'CN EVERETT, WA 90201 r 1- .. 1 ar-.----- - r. �.��.��•o a+IALe DIOFILTEK CSTC '1- _-.(-*•, t• ,.Z 259-6aa5 PAGE 1 1 �o;r,L ZvZresec o.Usj-,! ,,,,,^,,, f GRA59 LINED 610-FILTER Z9'MIN. LEfaceYH b•ucAVEt/sAs9 r• °A�d MrPCf=r PERMIT 17232 •..w..[u.nn•e eod r^;.-e '4:,.1. „I- MAYS: rCLQO :. /c-n •n r DI'5PER4A.TRENCH (EMER4EMCY SPILL t-laY lvC�l/ta 3/rL fi'r SNOHOMISH COUNTY r•Ic 1••e,n ,nI•Ir • CO,VO/nCA/� /,` COMMUNITY DEvELOP11ElrT DI'ISIUN w�s•r.... 111..�, NoT61 She ol� SECTION A'A '\"!�JiiiP�': A--PROVED FOR CONSTRUCTION „o„,;',;; The driouge connection to the WSDOT ditch if permitlnf for diwhuges lesulling from - r• I- rPlrrgetlry flowsordy(disehArgef oceurting when pteeipnation exceeds the 100 year JaWgn 'T roirA�•/�• /7 is/�F P.�s. BY "'•'••'•""la"" 5�=�0�:�:• •��••^,,•n.m,. floral), DltcMrge lathe WSDOT right of way from storms equal or less then the deign 1vr3 Rormwentpe kilted. If Sick ditch"get occur(&am lack o(muntenAnce or inadtgwl0 ExT�u2's��111911-� R/ RArIDOLPH P., SLEIGHT P.E. PLS.- SrA o+cb•fv 4TA rt45 �----•--- quo N� deign,for cxample),theownershallprovidethewcswycoeeeuorultepueto the drai age R/W Parmll NO. "am to Drcvent them 1 _ •___• �1 m CJ • JY J C3 3� HVW WZV cr jr �cc W a 'v - It f t` w r o u N --- -` 0 m r-I-I�-T I�-I II w 17 / _I uL _ I 1 I f �1 tow t 1 a� II I z za Cq z O w 1il z w Z L 4 - — ///// \\\\�� — 11 QT Q d Ld � _ - - 4 L—, ° SGAL� II-4O' 1-- NOlz11-I '� " Z Q 1.Approved Pernsnent traffic control signs and markings within the public - right-oC-wny shall be Inntallad by county forces. 5KHIN/_, n- f.A,cost r cs coot ra uhtr r J L Approved traffic control signs and markings on privets property shell be ' provided, installed and maintained by the property owner. IO' wto-7. .[a svrv,ar. 2 a to rr 3 Construction sign. and delineators shell be provided end maintained fined by IL wfo-ls prwxkl ttcRav [ the contractor. 1! 1Mo-1 ¢oao cc Nsstucncu C 4.A right-of-way use permit 1n required from the Department of Public Works for any lane/road closure. Contact Public Works at 19n-6408 at least 15 14 Oro-t [Np CONs4aucfla� f „[•- days prior to construction activity within the public right- of-way. A O g.All flaggars are to be equipped with orange safety vests and head gear ` 1 - If 6 eppraprSate for [legging traffic within the public right-of-vsy end shall v/ have valid flagg Ing cards from the Department of Labor and Industries. V (.After work within the traveled roadway 1s compl ated et the end of each day the road r.hall he clear of debris end equipment and tempi ote)y open to traffic. Any equipment or construction materials jar, within the pub-' lip right-off way em shall have lighted type If barricades around th • All nw t• a ppllcable algae shell be removed, turned or covered daily when condi- ! V tion no longer exists. 7.Snohomish County does not have jurisdiction on State Rout,r. the road. vithlo incorporated cities, private roads or on pri ve to prop arty. For any related activity vncroachlng on such property tee applicant should obta In permission from the appropriate authority. �,03 Tf• ll�� ra'kc B Access by emergency vehicles shall be maintained at all times. EXHI BIT "C 9 9 o�� O • PAGE 3 �,70• •fr a 4t�4 //l/� 77 Ah PERMIT 17232 //i Ill,/ EXPIRES 1 In ps Cxuod Drawn Pr')r RSaN_ Checketl As•built SNOHOMISH COUNTY COMMUNITY DEVELOPMENT DIVISION Snee1 0l APPROVED FOR CONSTRUCTION 3 4 sh,)itunist1 routlTy By DEPARTHENT Or.sUBLIC WORt(S For RANDOLPH R SLEIGHT PE. P.L.S. CIlliplIELIZATI011 hill) SIGHAIG .IPPRov ED roll, IIIST.r LLATI011 i R/W P-111 N0. JoD Na by — 11 —/63 GP °t.t-14 3 D[,11rAL wn1 - 1 L�� • h•t In < - wl.l. • l t• a-r-w<e rl lh 7nonv1 eh ' 1• C Lv ,Icell in •nt Y..ntngton data -y �lc,nav✓ae°` fee •' . Dw✓t••na I T•tt<n I,TY 1t•nJ•r!'fe.c111e.tl on, Is • I �/� - -_ I rood, sr dove. Ine.-.'•au P.t c°n.a uc<I m. r •' ' [• Alt o wa anln tn• .1.r •nJ Bomar n;n.rot-•..v .n.0 e.,ua1Kt eel• �NMn f•1•y --- - - ecn ta ln: In...cuon o, eh• comer mulnNr.v nl•awv"•ew e•, ...,- 1 7 . Poor• NC•tl••. Ooi, r.ery.rr 1SIc 7/2Cf}LU",•1' deer ter 1•,•Lrae•Ae1 e1 ►ASISa N N 41 q., V,a centr KL> 1 !!°aL1K-.It y.L O•lr I., d I C7/ "all 1 ILr• •n•11 \•.. ••peal[ tL I y arlY•ap •nV •1 to.P Y •rrt•lnlnq to drone r ba a'C. CT[ a.a a•..t-..t•• . c1r. l • Irr• .n•Il cen t.ri In• -1.. In P•<t Pr ... fond..va ebwMt al nl.lM S'; ti+•••rtT1•, CC!'TIDN n •a -1- pr• v.cow Ianl✓+nc•. Du. r`- . ........... Plod .rn.:er.nnWwa. .n.. ,.r.. ..-bunt. . 11 b. �� 2'w-il7a'SET�Kr�T�L 1' u.<.r. titzt� �p. ..eutr.a. far .1 t. ..Tr.•a. __,V 7o•.p. uLa at.....rl/ •ntL., e.. a 1j 3 cn ` .,...nl p L 4. • [r•vr✓Y aY. < n`.n• I:ne`YI..r 1 nq to I / `•'P'I.r ! rite I'll rite vAr 1i•r Ile:•.rI A(L..:•�1 V V 3 ... r. Il.. ..I tl .,..1 ,. nD t...a.✓Y ;4 1 : 1, Ltr. Lt.l, IL >� Tn. ,. .ei ...a a..a.:•"a,::"::I n.•,n.a 1; y ,D N,77 til: I7e •Brit . lilt)! I ,nail c ,.ct l... w I.na.c.rinp la ca..l•c+a .roe tn.p.t.nc1•l 111 a7, a\n L71 aE: i eaN. ll-,O 11a3a Ura••••) li y.• IElall for onIt..r va vn n..a• -• 11 11rE/ l0 �a 73a73 .art f. tanl.e n.rw.l.. nea.e .It °ter..- •�a•tl�•<vI. - 7, �RFLOW EI J••1 at1• lie !•r l..• tau •x• Il•.•a•r Nl •,e17 ate\ O\ IUI nnn.wn^.rc.a. AITn C---1< 2• et.N 1✓pw IP n: _ _ _ - I11• I din C-/el, Yru,•t•.. a.l' IC.r'I, Crr t0 e• r` - w• 1••/I r•1117•V��,}'fff'," a;..1..all •v1Rt °::`: % Iv � ' - aEMERGENCYaavTFAU:- tt.. T . ... tiro . , t. . •::;" ` • ^'°°'r • •. _ Il.rs lLr .r io:. A. n.....u, . I. \•.us.l .•• ^,erro Je weD a.J A• - 1.L0,I)..l.A. a r AIt IP• .nell A.pl.c•J or, •t•bl. ✓ h. er tI In the Nlnlrn , "at Dr•rrr r<rr°rar r f tn.CountY [nvan..r, ,n. .•t•tlne lomv e^•a •.c.`nt•a°fr� r~,• 11' 1 y1pWA8lL P/f�•TTPC SD•N21M�.rCP IAaWr t1 Jf'U6K cn•n tc .n•u e. . t.` bola a • aP•on •...+aN.r... •n tua.eurrn T a .1 Ln u..e•: . in.a.n a .\•11 u[ as. ean ." ..rm`or"1✓v.arn.la✓. °r rcc n In �',o•, c.f .cool aul... rtr• •.A 73uz: i�l ato,n•e.<.rul .nest °.• < en Bolo uoaa Pr tn.v/o.er •• CELfN� T-CONCRETEdt... .•.r•q.°Kan , A-,a°I...�r NOTBN• !«rw wa.•r•Lr'�i1, I -�.wo,nv..n 1.•,r. nIa ASPHAL I' CCRETE ' n 1 u3 {a.rnrut•1:..TI.Ne✓ on •Ia. .Iwtn.° ° .t° en• "All ytt7t ----1�'•I _ ♦set° °a r olp. , PIRL esrN avaNw,AWrT Ur ra lreM MWOID.a Jvr1 DRIVEWAY I,L I I ruee- a +ltwlnd. .Po . u.nl rr'rT4 . •et.•11 do-C. ea Yr mna•.a r ro NIlorinuomrrA1ELCVATI n :'.,1.•3(.1 ea~:.K� _ tm earlUlan rv-vt A w.o,e rArnleL lD•-7r uAiD I. 77.11 i" nAom.•o AlWvm rRw .o.ry•n»avlA 4RLttr.YS LIMED�iWAI-E OUj"FAl•L-• L1•.7�• lit:, n Ltt71 tl 11• Ice-,L• wr.L a. !sa•T Q W �y e. All qr.e.. unt.c> u... .....I en Ll b. eeor...K 1). L.e• LaLMaYRa. .pua.wnrnl AYl.•.• A, DRI%/1:WP,Y �� CUT 11 V •- wP<..,wru«Yr Nor,+e v.•..c n •TMpIC� ('(b FtIJP.DSIGE hhll�l-E SRS� Lo•. 77a1 a. Ll,/l to xl• to••-u•• tot.rt c• ux:Is •ea e-p.n...n ,., Z I At t catch be.in,to be%Vow I unl...ethw.l•.noted. a trr YAL v AT aurTm lea rite A ° ea,Ihole. eM•Y.D.AAIr a0r.Te 11 Al. 1:e«I Lads AN••I..N•nce erls•rla DLa..er[ ••� ''1J ! q. T/.a ea.tr•cter •n•I1 br �••PPhe'll.fei •tl luKlnq ell a .LA•PA•e.A■'A.e THAI`r,M trrarrra tew il.lM • ll•-•:• l/ Ix• 7D Inl•a. .na. cen bean Ir.a.a.nd qr•e•. Juee Boer to peurina el _ r« It • eurb. .nd p•-Ch tE•lnn,t=I < n<h.n.0 Na n arvnN.r.L.N Ina°.rot«.neu.0 ee •r-.o• lx TYPE A CURB RAMP an <.narlw.,no ee.Ln•a••r•A•.e_O•mw.N N•ppro•N tv'I.n.p.n.Wl. IP-la• /'� /O. All eaten A .....1Lh •tl•o!n nor].0 I.et to the field Ilnr 1-0A.A 14 ln.p.«.r. w a. a a . a.. F-1 Q •hall b.• trp. It C! ...hot.1. p Tn •rr•p•r.alen' A11 •-Pelt.T.L./ 'I'll rite •.•11 \•<• nrnA• [••un • 'r IV;. 1 IVA a n .ltn. - •.I.-hot..rid.I1 Inlet and eaten ba.lnA •.. Ir an .11•K"^•ion..toe.•raN r •r le t,r.Il r 1"00 J. • r• U //. All type [[Ix n�n blldi. { ,Ire.`.•,; `•le••le• nw K<n n.tl•a.all let. 4.••.{••ra.lta•we . an.I PI ^9 I ':•:a: • r n«°eN. • i rnN.t`w.. n.1p"n...a.piaa•r ar. •-..d.+alop•r/➢ra1.�•n�t•°- °Pon•U1uvbL'aa..:rt/ • Q1' j• rinu< u u 1^< it 1, Sty c a.urAul.e br, w° S;A taT sTP�•e :vucclr•1 lul..ndt e.ca.pKced <o•.1 n1.... A. r•aem to a• •n1 n.10 In voles 171• ro _ angL�•.2• p:°)•e_mp'a•u'• n+.. arA p°°°• uL .Peu ire ar«eor e..e. s.rt•nNan Ior••e r•1•« xy.l..�,.• V rawi«,r A-L er ev fr .r ra VN...ry - .ncr:,esco'as,e^nr«I 0 };r •Il catch fan wY1 IWrly LaYa•"'• }-an+_- .J C. Mall be prevLtlK In NALM'A •�l ►ir< In `Q /S. Mane•rd l,ddK •rep. -/ /� a •a r M1 tn,O<cr.r;faro Drier ar.e rnll•ttN. in. W O b,•lnr/..Mal•A KCA.dlnq t .at L.dp th. rn.Palo fear le roil••• wan •• .n ae an• <n p.rLNa.r ]<�. I a In<I•«r.((ta.wa`N•t 1.1 a. �1.0• sundry Npdel I 1n.r.1••ia 1...nf Ier.11 Ivan Iar top°• ucch e..in rrw ma vra•.•"" u.lot Yr,°Pcua :c�A I.r.nrrK ear.-rlkuoeo C umt5 .r won nua:n:.lruln. 1.,ta.n•I7e. n n... ]A3�A. .r ]]e:A. L.cxLnp tYP•° •• the pl•n. I.etla ]]bxA le !P v N<. Boon"•a :r ..ones al..rlM•oleo^• Q re •° -.vwp' b Inlet• .n A•IAIMP LtMe ♦/\r" ann, t+•'`n.an•,^•0 1 n«n. •r <n •.fwlN rind Ir.< 1 'Pf0' l.rr•a°ce . el t.d area. lnl.l• m In.a1.n. IA N T I! r1.r.v Iwo. woe `an • •u..a1•vr•an.. p�.�t rlGuT uttl lti a. .n.lt ° ceee.[t to•]3 rAl.cl r• �_��-�- �yf.T ST�Ys� sMn trctM r5 n,f Mrloa^• vlu •'..Po••r•w ••au tell M ere•r,o pr°•tu Fj,r:CM£ntT IL. !•ekl 111 french o1 A" .nu tlen pIf �,� 7 fell.n-"1..•••3,•••.,e•Y1•,^r.•` I.nr ar nn,Inr far arrlwlt.n Ir tnrt<a° Dodo. ,o: ra.e�n. eoraAne 1• �. ..n{na•'.Nf.<,. 1.r 1 l.r.-.na. rNar<l«. 12' orP.ctlon untl.pKll lad In aKtien 2-0].31I.ID d lAe24M 2-03.311....he «oN aepr«.t• N . rveel on, •Bub �C•LN[Ar/K7l/pit:fLU7%•Al/Y=(/fAYtTl/f TeN v.lM rf•a�aNND•c rrle. ,o .IAw.t\ rt w rued m•let arAln•ve AIL •n..�•w In un.. •<n. w arT�. S{EtdO+E /a' na•1 J..,i. erane• w,tlr N. [tun w. ✓ lrP All/KA1 A7 Ld'PAr! ..• • a-••• n•��,r.�,Ilre en L<w..•:�~1 loan••l• cue. .nu/ar a.n1 •• na Ww.l•a •,ICI.H•. /9k'/W!C/11N[Z il!/fA'Ctp N «r.<...r'. ..looter<• •.. .clan•L«•.a .Pr C,9AvEr1l.1 EXIhTW4 an •✓,re ••Ito . _ • • .•dull!ee .aru<e 1pn I If'/W ravm/TC A"000IU iw7A'VIC AfS""� r.e.rlw•DnI....1.1 . t'r•r,-r.'1....e etagalM-•1^• `ca Larne rrml«..r A'Ij NFL ` /.YE!'1F2 _ . food•Ll,ala,. .oat •.pt•c•a e.. .n. " ®/fRPAC JOa!/A1IJ/wr7A,r < Iry to ne i - yl.n. ...e ,ua.1 a.•J ab tn•Councv• _ (•d•VI[L AalC IUY!!R(L1A ! ••I•rpaM• rlao , ��._. ---- wLN •doll Pn I.clllal. .u.t be•Iu,n,J and I.I,w Lee aa.• •«r•....... tn,f{tt•r tWrl••Mil r LION°<r,M ---- -- rr. Ccw. d c:`s"`.n��:n`Cou•.. .c.....n<.� "• ,,:.,',::• `� .:`-..:.'.:.'.'.•„•:an..rt.r. rn.ne..::i.soil 1- ��SEL 5Ec-TtOJ�� •• ° ' TYP/CAL pigflENT DICTION :«'�"'` r... 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Bolt Il7•Ptsf �Y': N° ' ..`.ennui.Mr.nw a aP^•••a e:` QO••r ;N a Se>Lr_ HCRIt I'•Id Q .amll.n.cblpromu a.• r°InvnNlm Colder 17a1TAtrIB•PU/ 7�'\`/o' SE1fIY S�.TIa?+ iA: ::�np :a .r�a"a f.a1L,r0.. .for Ltat•„M. n•d etl.n•rv1.nA a Tl tie 3.. a INV I11 . . r r•.1.fer. •w....•a wn. 1.e aM p.rle.v,r.a twee •ale.^ VEKI' • S' �C-�£.7KTct-x.H " l n ,•° "«.L� .. :. ..1:•'� -• -••• 98TA1 us; :lro.:.�t...e.P.:ielr.N.�,<.a nl..•icn.a :a•vn.na•.rnw.l. SECTION, { 7pscniti SEC�IC711 H-`-0 NOTES: ..a1rn^._.la. 1,. w EXHIBIT d oGil «•u.na a+IlawP In aM tea/Boa•f•. .K rK nrf�ae is i,a Nr.wt/. 7 /b13fJ p,•owtae.e n tn.a✓•.nw•t,. a.0 w«r.ra to:••.11. a M ll 1n L LONDrI1DIAL TRENCH•r ASPHALT CLAN I Or1111JIT. G"PVC GAP .n.ae.f:•a or .vr•«....n.0 r nr L.e n an.ar«n:.•• non 1 N1 81C.1443ALa � � Prl.a..won �:,I- ..nal wa r.1 n.,r w^I.rP ae an,•p.1na`. PAGE 4 e..,11. w n.. r Inl lido.<I.n �„ G'NATIVE ElAGkFII-{r \ 1AM1111RN TReRCN.r ASPHALT CLAaa I OVERLAY WIeM -Toi IL IN tinoaaalDa.V SAY1 UTanr. see a1a 1•-.c...[.aPERMIT 17232rAPIPE(Prc� /•� • oP - P0N �! OS•' ' • ,CalaRUOe•AL 7Rt1arA1•r Aer oR r ACP•r AT1 act a[o.tS-aLLuC I i NPhIteO yc•rr//r�C�tlr Ir '"r ACP OR r A"•r An MI.a0-IFNb1a : gRIC L•: ll RCGr • 7ro 4 AIOL•�i °�,• +. '�n \ SNOHOMISH ,+ .. KATIVE YATEMAL 1A1a1 that ORAYR.Oft 00N11101. ygq ol-1P IC+O TT( 12AHR 9E•AK- i .\ COUNTY p L D.NNTY FAIL. no ND•Wees a u-•a a r • <' �T�.I� •II';53 sa e •,'E•• ' I le PVC •' '°.•, a ® •` 'o\�I7t�o .�' COMMUNITY DEVELOPMENT DIVISION el 1 L ll1AT lM OUT.DUA11 MAT•TA«.ODe1 WITH fN cur•N4.00 '=�`'�p![% APPROVED FOR CONSTRUCTION __ .:j .e_IR.1.1 a NAl Ant"NOT.--I Cent N,, - •,nY ll..t0x c n •+° a T/IaPORARY MaTORATIOH M TLIOlCr111 roR OyIAHnrT ua MALL - t 1i - G•-;n.Ks�i{yptt�LILIL , •.. BY ,q N ACCOE/LIL/RD by U1ID COLD WL FOR o(. .111E nAlaa. C LH 7{7y•ry'�011.) GA'jZ-'-11$AN^I: :4 Z,�jl1HQ EXPVRES I�1B 911 IMP-Q TC•7 T-T- 1; ew for RANOOLPH R. SLEIGHT P.E P.L.S. 1. PA CH MAIL N YAt:1WR ROLLED RUW Wrlll IUErwT P ,EA7T•-bT:Jn•I I 1 • td y. No PAr11gNT AM.HALL at PLACID►aR NOTION..,a M - !- ' a-•r R/W Pertnll No. r O 1 V W.DOTIAPWAMSCaWATVONS- -1-Rewc.H UTILITY TRENCH Rl1TORAT1011 AND BACKPILL; .1-r _ ----•-•-�-•-" a. 1t1 n.T NCTMAI WJI PoR DEPTIW Or COv1R. WTsI - maj ••. - —If•rA h aluare[ • • � I �� r� 1'-Y pll9lt fete J . � 3 T w ti_ I<?l�a3_ s!s.?t„Y!a•w ,r'r".rrrr..o t -'eFeu � ,�ti VwC�tilti IMf.� en..ala wr.erwe.ea s7ea �ie / vws ays.eo so« ow suu n«vseno 2' C�'�� s•i'•e.arwe `� aaafeno vrr'v' i �M1�'-I "•t" .�— ena-o•'lleL ..ire if rE,ICE Me f 't a1:1'ryr'7It•' - .._�La•.ao rat es-1 o ORIvNGC t` � w•'o rs'Iv^1 ,.• hARRleR FBNGE TEMP. STANDPIPE DETAIL ROCK CHECK DAIA DETAILS a •,, �tM/T vF GLESUtiNI> •1°�r p'Hine 5PTY3AGrC F •�7 •" ' 2 1� \\ q I` z k' O LU U; TEMP POND F—— c� w s - �o� V' In In to f} O \ I-J _1 ¢ z _ , In GRAVEL I E" a 0 a — - COAif ENT TYS' I 0 �o Sc — — 1 _ _ _ ,•,. im ail — — __ ► �--- �— EM/yyP 6N�i�C£�`"/RP�K tHf_CK DAMS r — — '�C'► — —--—— 1 \ 1 a !-`IlAl1Tt1'IEi _ ILa::" _- —tip �bRTtIlIc r WC,Izft-I / tcld YIcTNt:17: ur-s wn 11 - CALGl.7LA1 ' 1 - AVMz,1,F E1-ID NV.EI- ....ww --...�...—... `" (I IOT m;"?GCI fish s naw/ ` TEMPORARY EROSION ODE ON — — — — -- weir rA MK GENERA• • ,•vr l Klce ne•K v"rtna W.,axevRMquwe r ) 1, Temporary sillallon tonlyd fillers shall be approved flier 6, Limits of clearing for road and utilities to be (lagged in the ' fabric material 2 P. tall, held prior to clearing. Wet teat 1'ew - _ //�nraw•or r.. 7. Clearing of any lob and/or panels, e,cepl limits of clearing / uexrnwxo noon \� .2- Temptuory Holton 'edlmanlallon etmlyd laeglllef and' be shn.n on pion, will be done during (heir construction phase. j, cons lrueled bY•DlaeMq saltation tonlyd Idlers around r vales eA1"vnit�iro mrw i / _ TH _-- (notu'nl a maarri and chap De mah'IaMed in a an-btrlorg nee nail IQ^MI^l ,eenrllllo»hold suet, Nme that land cleat Mq anA/or 6, Tit, draving shall be used for bmparary erosion and 1 I�uE� e•mdavllon of p•v•.n.let dr,sMan• IaM:ll" ne cnr»pl•IeA, s•dimenlalbn control plans only rot plat eonslrucllon ruler a�n�n.;.,ova i� �IK,r, ,j operoltond Ond II'e•relwned to mlgh'd g,cw,d corld'lioll to eonslruetlen plans. Provide and maintain temporary sedunenlallon collet Uen g. Attie, to be rough graded rllh Rnlshed grading to fellow real EXHIBIT t facilities to insure sediment laden ral•r does nol tnler the Projrrl complellan are to be seeded«ilh mnud, perenold or elf,elf, natural drainage system. These facd e Inllle, must b ol'rrallon byb,,s rys g'sv.lhls also Indudn pe'hntler d+t,es and the PAGE 2 .-IT #\ prior to clew m cleating ah'1 building e111oop n and so0stoOnedy sedhneot base,embankment.hydro-feed prefelred. - �J maintained until conslrucllen end tIM41 odng are complNed GRAVEL CONSTRUCTION ENTRANCE and Dolt'nlid for on-sits erofMn has passed 10. Imme,palely following finish raiding,permoo) w I b eta applied PERMIT 17232 (carr sling or roped, penislenl and legume) rill De appllad .•.a as.wwo—awv1 d. Berms and swales shall be constructed a- necessary to direct (min1,wen 120 lb/acre). This Is to Melude! M,,•wtv,,,fw all sedhnenl laden water to Pollullon con'of facilities. �...�'u'�.i'^.i..w wnn,r,•. Whare possible maintain nolWd vegdallor for sill control. A- 20%annual, perennial or hybrid rye grass . B 407.creeping red fescue ., •`7.•w vn as'.ru a w.wr.n.•::w S. Approval r l this lemDoray sedimentation^.nerd plan dwt •fl C. dOS while clover '� v.r,l•ea rtnm�t Wont w'tauc v r .n.,rear w.ay.ae..u....",. ea+s111ute on approval of dtsign, fire nor local•o of pees "-n srtn ro.1; ^osn•e'oe(m look reilrklas. channels a retention toNill: but •I On Hydro-seed preferred. I o- prw.,� .awwa.n u.0 w. ou. „'w .r nK�M wapproval of the Ismparary Wesion f.dMlenlallen eonl•d peenSILT FENCE DETAILS '"" rt"""" onlythesdlatkrseonlrol ytem d<Dk1ad on DIs altownq11. Inlerlor slopes of all lempaay relenllon foalllles shall be OS re� mro.,vayet,Inswe—w•v«'v— at. such os to meet minim requhemen M. M eonflruetla^ J 1. O dPTA, "a .—I'r"I'IP"""'"e ro resat. Wad eIptcttd(sea.onal) conditions dklolt,more / .. •w.R:o�'a�t ra w..w r..t Dora'vow p q /r . nrn s.m.n.reV „r+r...'�,:_••,y il:.•'+.'r:. nos:::""'r sAlollnn caslyd lacolhef may be te'ywrd !o Msnre 12. Grading all of props.eel Chalk right-or-way shall comply with a k` SN0110EVEL COUNTY - ol o �^ a eemldele ullnpon tonlyd on the propoaM plat, iherafa e, prnnit requlrem•nls of Chapter 70, uniform buldlnq code P C01,11.IUNI IY DEVELOPU97T DI\I510f1 AA win,"..•r.e��a« hiring u,e cour.e Of comlwcnors R +hml ion Il.e toll^�ehoa APPROVED FOR C9NSTRLICTI'JN `•'n•:�nnyn.e i enA '^sponsit.4ily of the Mvrb•per to adM.o „ny^ « i��s Y.win-«.• """ a^ndlUom th-0 mnv De created by his n0611101 and It, •/ ,t T! s ,1 — Snesl_ al '••'•"'-"• rorlde oddlllonol 1od711es o•rr aId ob.,.mhdmurrs a it,er�sTl►�•`` fr t s OY ""• reg.dnmrais as innv be needed to p,01•ef adtternl rrop.r Ile+ 1r v /eY Iw RAIID01 PII R. SLEIGHT P.E. P.L.S. ;( IRC$ , lq Olj R/W P.—It 110 Jo0 fro 96109763 C April 29, 1998 Brian Lindsay Page 2 4 . The drainage computations need to show that the drawdown time of the trenches for the 100 year storm is 48 hours or less . S. The drainage report uses an infiltration rate of 5 minutes/inch (2 . 0 inches/hour) . Provide the basis for using the selected rate, such as in a soils analysis . Please provide revised plans and calculations as stated in this letter for our review and approval. Should you have any questions, feel free to contact Don Hurter (206) 440- 4664 or Ed Giraud (206) 440-4912 of my Developer Services section. A PHSol P.E . anager f Planning & Local C ordination ELG:elg cc: Snohomish County Planning & Development Services Snohomish County Public Works I . TUWashington State Northwest Region P Department of Transportation 15700 Dayton Avenue North Sid Morrison P.O.Box 330310 Secretary of Transportation Seattle,WA 98133-9710 (206)440-4000 April 29, 1998 RECEIVED MAY - 4 1998 Mr. Brian Lindsay PLANNING & DEVELOPMENT Ostergaard-Robinson & Associates, Inc. SERVICES - BUILDING DIN. 3630 Colby Avenue — Everett, WA 98201 SR-531 M.P. 6 . 63 Vic. C.S . 3129 Revised Drainage Plan & Calculations Review For The Smokey Point Hotel & Office Complex County File No. 96 109763 Dear Mr. Lindsay, We have completed our second review of the above mentioned documents for this hotel and office complex. Our comments on these revised documents are as follows . 1 . The trench volume needs to include a correction factor as discussed in chapter III-1 or equivalent parking lot storage . This is in order to comply with the Department of Ecology (DOE) requirements . 2 . The use of oil/water separators are typically used for spills rather than treatment of stormwater runoff. The proposed water quality oil/water separator does not appear to sufficiently treat the drainage runoff prior to entering. the infiltration trenches . We request you recheck the design of the infiltration oil/water system on it ' s proper water quality treatment to prevent sedimentation in it . If underground oil/water separator units are proposed, they need to be sized to contain the 6 month storm volume . Provide the calculations to properly size the vaults also. 3 . The infiltration area of the trenches used in the calculations needs to consist of the bottom surface area (plan view) only. SUPPLEMENTAL TRAFFIC ANALYSIS for INN AT SEVEN LADS PLAZA July 8, 1997 Prepared for: WSDOT 15700 Dayton Avenue North Seattle, Washington 98 t33-9710 Ostergaard-Robinson & Associates, Inc. ''�� -� ' 3630 Colby Avenue '`'' Everett, Washington 98201 JAN 2 �,�aarse.r;z I (i TLO vtit�:yyt9� 7 S 7 94-143 v-avlrm i j i ti/99 OSTERGAARD ROBINSON & ASSOC. INC. CONSULTING ENGINEERS 3630 COLBY AVENUE, EVERE-17,WA 98201 (206)259-6445 BELLEVUE:(206)827-5854 July 8, 1997 Ed Giraud WSDOT District 1 15700 Dayton Avenue North Seattle, Washington 98133-9710 Re: Inn at Seven Lakes Plaza Traffic Analysis Dear Ed: This supplemental traffic analysis is being completed to evaluate the impacts associated with the proposed Inn at Seven Lakes Plaza on state controlled arterials and intersections. The developer is proposing to develop the 5+ acre site into a hotel and office complex. The hotel will be a 99 room hotel with retail, restaurant and banquet facilities. The general office building space proposed is 44,990 square feet. An estimated buildout year of 1998 is anticipated. The site will have one access point from Smokey Point Boulevard on the southern most point of the site. A site plan for the project can be found on Figure 2. The site is in the NE'/4, Section 29, Township 31N, Range 5E, W.M. of unincorporated Snohomish County. The project is located on the west side of Smokey Point Boulevard approximately '/4 mile south of the intersection of Smokey Point Boulevard & 172nd Street NE (SR 531). A vicinity map illustrating the project's location can be found on Figure 1. The trip generation for the proposed Inn at Seven Lakes Plaza was obtained from the "ITE: Trip Generation Manual, Fifth Edition". Specific references are made to Land Use Code 310: Hotel and Land Use Code 710: General Office Building. This data provides the estimated amount of average daily trips (ADT) and peak hour trips (PHT) generated by a project. The estimated trip generation for the proposed Inn at Seven Lakes Plaza can be found on Table 1. TABLE 1 TRIP GENERATION Table 1-A Land Use Code 310: Hotel "Per Occupied Room" Rooms(X) = 99 PM PHT T = [(1.237/ X) + 0.000711-1 T = [(1.237/99) + 0.000711-1 T = 76 ADT T = 8.802( X) - 59.208 T = 8.802(99) - 59.208 T = 812 Table 1-B Land Use Code 710: General Office Building Per 1000 Square Feet Gross Floor Area Area(X) = 44,990 S.F. PM PHT Ln(T) = 0.737 Ln(X) + 1.831 Ln(T) = 0.737 Ln(44.99) + 1.831 T = 103 ADT Ln(T) = 0.756 Ln(X) + 3.765 Ln(T) = 0.756 Ln(44.99) + 3.765 T = 767 Table l-C Trip Generation Summary Time Hotel Office Gross Capture Capture Net Volume Rate(" Volume Volume PM PHT 76 103 179 (45%) (81) 98 ADT 812 767 1,579 (9%) (142) 1,437 (')Per ITE: Trip Generation,5lh Edition, Chapter V111: Multi-Use Developments/Quantifying Capture Rates, Pages 1-41 through 1-52. The trip distribution of vehicles utilizing the surrounding arterial system was determined from field observations, P.M. peak hour counts, analyzation of the local arterial system, and previous studies conducted by this consultant in the vicinity of the site. Figure 3 illustrates the estimated trip distribution generated for the proposed Inn at Seven Lakes Plaza. The WSDOT mitigation requirements for the proposed Inn at Seven Lakes Plaza should be as follows: 1. SR531 & 67th Avenue NE Signalization Fee = $19.12/ADT Impact = 115 ADT Mitigation = 115 ADT X $19.12/ADT = $2,198.80 2. SR531 Corridor between 43rd Avenue NE & 67th Avenue NE Fee = $54.40/ADT Impact = 216 ADT Mitigation = 216 ADT x $54.40/ADT = $11,750.40 3. 172nd Street NE (SR531) Interchange Modifications Fee = $85.79/ADT Impact = 848 ADT Mitigation = 848 ADT x $85.79/ADT = $72,749.92 Total WSDOT Mitigation = $86,699.12 All or a portion of the above noted impact mitigation fees may be required by the developer to offset traffic impacts associated with the Inn at Seven Lakes Plaza for state impacted intersections. If you have any questions, please feel free to call. Sincerely, OSTERGAARD-ROBINSON & ASSOCIATES, INC. Terr . Oster lard nt/94 43.EG ALTERW 1 -r:-..: ''°r.i�l I[t 'r: `'�•...• '�.., ,: Q r a DElIYfiNG> : :r�''�.i: l%i•:y� ��'_�r��•••",�r'! a r1 F.t P. NS O T NAM T LOYAL OY ,. ,'y,;l;.i, ,a.';��`,:r., .;�"�.• ;; S PLAC •:'=:7��Ir"' ^� I�'�°.y Y'��.��'!{� '::."_ 10—gyp e P e. s oU ° A. t f hl' iS; ;1": :j;•;i`.�;;R 1, �oNN wRR pTM z Mo P0.S NI+ . FOOD n z int LN. 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MA 9/101 �•, p94)353-3153 < �.:—..�..; ZvaZIXZ3Zm:13f ui Y ((� raaalcl F.O.D. o"27=2 coats: O fwil errtt or Rrnlzu - aaat Tarr or RARramu ....�'•� OAn ar n•>. 1"Mn 12, 1994 N CONTACT• OS7ERGAAAO-XC0,•Sa1 h ASSOCIATES MC 567o COLOY AafMA( t, EMETT.MA.99301 CIe� 779-S 4a • U�..,.E1,nt�v 1...+r M�� r�r.•y c7..o•0 COuumTY 0E%UxPw[mT mism APPROVED FOR CONSTRUCTION By fv RAMDOU"R.51101T F.E. P.1-S R/�►�lNl N0. �e Mn 44-143 INN AT SEVEN LAI FIGURE 2 SITE PLAN 4` ! Snohomish County arch 4, 1998 Planning and Development Services Robert J. Drewel County Executive M/S#604 Ross Jameson 3000 Rockefeller Avenue Gary Parkinson, Architects Everett,WA 98201-4046 2812 Colby Avenue, (425) 388-3311 Everett, WA 98201 FAX(425) 388-3872 RE: COMMERCIAL BUILDING PERMIT APPLICATION 7y��/ FINAL REVIEW COMMENTS �' Owner: Smokey Point Properties Tax Account Number: 293105-1-017-0004 File Number: 96-109763-000-00-CP Project Name: Smokey Point Properties Dear Mr.Jameson: NOTE: Your building permit application will expire on Thursday, November 5, 1998. Extensions are granted only with special approval from the County Building Official. Be sure to resubmit revised materials in a timely manner, and allow for review time. Attached are marked up drawings and Final Review comments for the subject project. The next step in the approval process is to address the items contained in the "package" enclosed and schedule a resubmittal appointment with me. SITE REVIEW COMMENTS The SEPA Threshold Determination for this project was issued based on your verbal assurance that the applicant agreed to mitigate impacts to the state highway system per the letter from Don Hurter, WSDOT, dated December 6, 1997. For our files, please confirm, in writing, what agreement has been reached between the applicant and WSDOT regarding traffic mitigation fees or provide a copy of the settlement agreement. Submit 2 copies of a revised landscape plan, addressing comments on the attached markup sheet. Zoning Reviewer: Monica McLaughlin (425) 388-3311 extension 2144 TRAFFIC REVIEW COMMENTS See attached memo from Bill Briles. Project Reviewers: Bill Briles (425) 388-6440. DRAINAGE REVIEW COMMENTS See attached markups. Project Reviewer: Jim Alderman (425) 388-3311 extension 2163. s.Vormbank\1000\1060.doc Final Review 96-109763-000.00-CP Page 1 RIGHT OF WAY COMMENTS Right of Way has approved your plans. Project Reviewer: Mike McCrorie (425) 388-3311 extension 2159 BUILDING REVIEW COMMENTS Building Review has approved your building plans. See attached letter from Tim Nordtvedt. Project Reviewer: Tim Nordtvedt(425) 388-3311 extension 2191. FIRE REVIEW COMMENTS Fire Review has approved your application. Project Reviewer: Pamela Miller (425) 388-3311 extension 2264. 1 ALTH DEPARTMENT COMMENTS e still have not received approval from the Snohomish Health District related to the food service „ aspects of your application. Their approval will be necessary for us to issue the building permit. You are urged to contact them ASAP. Project Reviewer: Robert Hoppa (425) 339-5270. NOTE: IF REVISED PLANS ARE REQUIRED PLEASE BE SURE THE CORRECT NUMBER OF PLANS ARE RESUBMITTED AND YOUR PLANS ARE GROUPED TOGETHER AND PLACED IN ORDER AS FOLLOWS: TYPE OF PLAN NUMBER REQUIRED FOR RESUBMITTAL LANDSCAPE PLAN 2 CIVIL DRAWINGS 4 It is the applicants responsibility to insure that all site, landscape, and civil drawings conform regarding development characteristics. When you have addressed all the review comments a resubmittal appointment with me is REQUIRED. This appointment is not optional and must be made prior to resubmitting revised plans Do not submit review materials directly to the technical staff listed above... I will review your revised plans and resubmittal materials at the meeting and assure all comments have been addressed. If any comments have not been addressed the plans will not be accepted. All information requested must be submitted at the same time. Once the information has been accepted, your project will be scheduled for Review. s-Mormba nk\1000\1060.doc Final Review 96.109763-000-00-CP Page 2 When you are ready to resubmit your materials please call my secretary at (425) 388-3311 extension 2570 to schedule an appointment. S' erely, RoxanneJ.justice Commercial Land Develop t coordinator Rjj/jc cc: 96-109 763-000-00-CP Attached: job Copy of PDS Site/Landscape/Civil Plans (must be returned at resubmittal) Memo from Bill Briles Letter from Tim Nordtvedt s:Vormbank\1000\1060.doc Final Review 96-109763-000.00-CP Page 3 MEMORANDUM February 17, 1998 Networked to PDS TO: Monica McLaughlin Date: Z -s Building Review Group (710) Time:ls.�/5 Department of tanning and Development Services Initials:-� FROM: Bill rand Development Analyst Effective: SUBJECT: CP 96 109763 (Smokey Point Properties) The Department has received a copy of the supplemental traffic study that the applicant has sent to Washington State Department of Transportation for their review. This additional information will need to be reviewed by them. The Department will need their final written comments. Enclosed with the traffic supplemental was a TDM plan. The Department is requesting the applicant's traffic consultant provide a narrative of how the proposal will meet the standards listed in 26B.55.130 SCC particularly the sections pertaining to commercial development.. The narrative will provided the number of employees excepted to work at the new facilities. h� The Department cannot sign off the building permit until the items of the memorandum have been addressed to the satisfaction of the Department. They are as follows: 1. TDM plan with features noted in our original memorandum 2. Final comments from WSDOT. cc: file 969763tp/cbp-1/bbw Snohomish County Public Works, Operations and Systems Management (M/S 607) Printed on Recycled and Recyclable Paper Snohomish County Planning and Development Services Robert J. Drewel County Executive February 17, 1998 M/S#604 3000 Rockefeller Avenue Everett.WA 98201-4046 Mr. Ross Jameson (425) 388-3311 Gary Parkinson, Architects FAX (425)388-3872 2812 Colby Avenue Everett, WA 98201 RE: NEW HOTEL OFFICE/CONFERENCE CENTER FOR: SMOKEY POINT PROPERTIES AT: 16710 SMOKEY POINT BLVD, ARLINGTON, WA -(4) STORY COMPLEX TYPE II-(1) HOUR SPRINKLERED CONSTRUCTION R-1, B, A 2.1 OCCUPANCY GROUPS FLOOR HOTEL CENTER CORE OFFICE TOTAL 1ST STORY 18,545 SQ FT 7,325 SQ FT 15,415 SQ FT 41,285 SQ FT 2 N D STORY 14,135 SQ FT -0- 12,000 SQ FT 26,135 SQ FT 3RD STORY 14,135 SQ FT -0- 12,000 SQ FT 26, 135 SQ FT 4TH STORY 14,135 SQ FT -0- 12,000 SQ FT 26, 135 SQ FT OCCUPANT LOADS: HOTEL- 1 ST STORY-42 2ND, 3RD, & 4TH STORY- 70 EACH TOTAL-252 CENTER CORE - 523 (400 IN THE ASSEMBLY AREA) OFFICE - 120 ON EACH FLOOR (360 TOTAL, EXCLUDING THE GROUND FLOOR OFFICE AREA) TOTAL OCCUPANT LOAD FOR THE BUILDING - 1,135 Dear Mr. Jameson: The revised plans for the above described building have been reviewed for compliance with the 1994 Uniform Building Code and have been approved for the purposes of issuing with following corrections and/or additions: - 1. For the purposes of clarification, all structural members defined as part of the structural frame (Defined Section 601.4) shall be fireproofed in accordance to UBC Standard 7- 6. Special inspections per Section 1701 will be required. 2. For purposes of information, the plans comply with the 1995 Washington Nonresidential Energy Code for the envelope, lighting and mechanical systems. Economizers are required on all units which move air 1900 cfm or more air. sa I ba tro s/b u i l d i n g/a p p ro va U9 6109 763 C P Smokey Point Properties(Hotel) February 13, 1998 Page 1 3. The mechanical plans have not yet been submitted as a system and have not been reviewed for compliance to the Building and Mechanical codes. Be advised that these plans may be submitted for review later before mechanical installation. All plans shall be stamped and signed by a licensed Washington State professional engineer. 4. Floor level exit signs are required in all hotel corridors. The lights shall be internally or externally illuminated, photo luminescent or self luminous. The bottom of the sign shall be not less than (6) inches or more than (8) inches above the floor level. For exit doors, the sign shall be on the door or attached to the door with the closest edge of the sign within (4) inches of the door frame. Section 1013.5 (Please verify compliance). 5. All spaces including the second floor core/office area have not had all uses determined. The occupancy of the second floor core area shall be assumed to be a "B" occupancy. Be aware that the occupancy by tenants with a more restrictive classification than a Group "B" occupancy could change construction requirements. When a tenant has been selected, a floor plan shall be submitted to the Snohomish County Community Development Division, showing the areas and titles of each room, along with a description of the uses and type of businesses to be conducted. The plan shall also show the location and type of any mechanical equipment along with any pertinent information, such as increased lead loads exerted upon the building from such equipment. The occupancy of the building shall take place only after such occupancy has been approved for all or portions of the building by the Snohomish County Community Development Division. If additional construction is done within the building, an additional building permit is required. 6. All exits shall be illuminated at anytime the building is occupied with lights having the intensity of(1) foot candle at floor level. 7. A (1) hour occupancy separation is required between the assembly/office wing and the hotel portions. All door/window openings shall be (1) hour fire resistive assemblies. All duct penetrations shall be protected by (1) hour fire/smoke dampers. Please verify compliance. . 8. Please be aware that all glazing within a (24) inch arc of all doors and glazing adjacent to the swimming pool deck within (5) feet of the pool must be safety glass as per Section 2406. 9. For purposes of clarification, note the following for restrooms: a) Walls within two feet of the front and sides of urinals and water closets shall be finished with a nonabsorbent surface such as ceramic tile, plastic laminate or other approved material to a height of four feet above the flow. The gypsum wall board or other wall material, which is used within such walls, shall be of a type which is not adversely affected by moisture. Section 807.1.1 b) Floors of toilet rooms shall have a smooth, hard nonabsorbent surface such as Portland cement, ceramic tile or other approved floor covering. The floor finish shall extend upward onto the walls at least four inches or an alternate base of rubber or equivalent material, securely cemented in place with all joints sealed to prevent infiltration of moisture may be used. Section807.1.2 sa I ba tro s/b u i l d i n g/a p p rov a V96109 763 C P Smokey Point Properties(Hotel) February 13, 1998 Page 2 c) Toilet rooms shall be provided with a mechanically operated exhaust system capable of providing a complete change of air every 15 minutes. Such systems shall be connected directly to the outside, and the point of discharge shall be at least 3 feet from any opening into the building. Section 1202. 10.The following areas of construction shall have special inspections performed by an approved testing laboratory as per Section 1701. Forward copies of all field reports and test results of such inspections to Snohomish County Community Development, Commercial Inspection Supervisor: a. Concrete strength b. Structural welding c. Spray on fire proofing d. Earth work 11.The structural design of the roof has included a uniform dead load for mechanical roof-supported equipment but specific locations for mechanical concentrated loads were not shown. The adequacy of the roof system to support the dead load of roof- supported equipment shall be confirmed by the project engineer prior to the installation of any such equipment. 12. For purposes of clarification, be aware that screening is required for tempered glass skylights as per Section 2409.3. 13. Be aware that a Class I standpipe system will be required per Table 9-A. Please verify compliance. 14.A separate permit is required for the automatic sprinkler system. The details and specifications of the system shall be submitted to the Snohomish County Development Division for review and approval, prior to issuance of such a permit. 15. All construction is subject to field inspections, corrections and final field approval together with the issuance of a Certificate of Occupancy prior to the building being occupied. 16. No concrete or grout shall be poured without inspections. Notify Planning and Development Services, Inspection & Compliance Section, at least twenty-four (24) hours in advance. 17.An approved set of plans shall be kept at the job site at all times during construction. 18.A separate permit shall be required for mechanical heating and venting systems as well as for any plumbing work to be done. 19. Please be advised to consult the Snohomish County Public Utility District#1 regarding electrical service to the building. To obtain electrical permits and inspections, contact the State Department of Labor & Industries, Electrical Division, at (206) 339-1932. sa l ba tro s/b u i l d i n g(a p prova V96109763 C P Smokey Point Properties(Hotel) February 13, 1998 Page 3 20.A written reply is required stating compliance to this plan review letter. If I may be of any further assistance to you regarding the above items, please do not hesitate to contact me. Sincerely, Tim Nordtvedt Commercial Building Plans Examiner TN:jc cc: Fire Prevention Bureau Commercial Building Inspector salbatros/bui ldi ng/approva V96109763CP Smokey Point Properties(Hotel) February 13, 1998 Page 4 �v Snohomish County Planning and Development Services Robert I Drewel County Executive November 18, 1997 M/S#604 3000 Rockefeller Avenue Everett,WA 98201-4046 (425) 388-3311 Mr. Ross Jameson FAX (425)388-3872 Gary Parkinson Architects 2812 Colby Avenue Everett, WA 98201 RE: COMMERCIAL BUILDING PERMIT APPLICATION FINAL REVIEW COMMENTS Owner: Smokey Point Properties Tax Account Number: 293105-1-017-0004 File Number: 96-109763-000-00-CP Project Name: Smokey Point Properties Dear Mr. Jameson: NOTE: Your building permit application will expire on Thursday, November 5, 1998. Extensions are granted only with special approval from the county building official. Be sure to resubmit revised materials in a timely manner, and allow for review time. Attached are marked up drawings and Final Review comments for the subject project. The next step in the approval process is to address the items contained in the "package" enclosed and schedule a resubmittal appointment with me. SITE REVIEW COMMENTS J Submit 5 copies of a revised Site Plan addressing all comments on the enclosed 'Markup' sheet. �\ Original "Markups" must be returned with resubmittal. 2nd Request (as noted on previous markups): Provide a copy of the easement agreement for the Oho western half of the shared access driveway and note on plans with Auditor's file number.f U�- V1 3rd Request: Your project may be subject to Washington State Hydraulic Project Approval (HPA) an I state storm drainage design requirements associated with same. The enclosed HPA form must be completed by that agency and returned to our office with your resubmittal package. Zoning Reviewer: Monica McLaughlin (425) 388-331 1, extension 2144 TRAFFIC REVIEW COMMENTS n Traffic Review has disapproved your plans. See markups. Also, the following items still need to be addressed: V 1 V A separate TDM plan is needed with the on-site design features depicted as indicated in DPW's 12/18/96 memo. s:\form ba n k\co m m\1060.d o c Final Review 96-109763-000-00-CP Page 1 y ''2. The design issue regarding the private road to serve the site with a cul-de-sac and access jv' easement to adjacent properties still needs to be addressed. /3. A plan and profile showing how adequate sight distance can be obtained to the north at the county road intersection. 11��,)) /4, n Public Works sent the traffic study that was provided for this project to WSDOT at their request, Y��1 however. the applicant should know that the WSDOT requested level of service analyses at any /\ state intersections impacted by 10 or more peak hour trips and the study did not provide such analyses. Project Reviewers: Bill Briles & Susan Doran (425) 388-6440. DRAINAGE REVIEW COMMENTS Drainage Review has disapproved your plans. (See markups.) Project Reviewer: Jim Alderman (425) 388-3311, extension 2163. RIGHT OF WAY COMMENTS Right of Way has disapproved your plans. See markups from Mike McCrorie on civil drawings (his comments are indicated in orange red ink). Project Reviewer: Mike McCrorie (425) 388-331 1, extension 2159 BUILDING REVIEW COMMENTS Building Review has disapproved your building plans. See attached letter from Tim Nordtvedt. Project Reviewer: Tim Nordtvedt (425) 388-3311, extension 2191. FIRE REVIEW COMMENTS Fir Review has disapproved your application. See markups from Pamela Miller and comment on back plans. 2nd Request: Provide written verification from the water purveyor that the new hydrant provides the required minimum flow of 1500 GPM at 20 psi for 2 hours. Project Reviewer: Pamela Miller (425) 388-3311, extension 2264. HEALTH DEPARTMENT COMMENTS We are still awaiting approval from the Snohomish Health District regarding the food service aspects of your proposal. You may contact the Snohomish Health District at (425) 339-5270. NOTE: IF REVISED PLANS ARE REQUIRED PLEASE BE SURE THE CORRECT NUMBER OF PLANS ARE RESUBMITTED AND YOUR PLANS ARE GROUPED TOGETHER AND PLACED IN ORDER AS FOLLOWS: sAformbank\comm\1060.doc Final Review 96.109763-000-00-CP Page 2 TYPE OF PLAN NUMBER REQUIRED FOR RESUBMITTAL SITE PLAN 5 LANDSCAPE PLAN 2 CIVIL DRAWINGS 4 TRAFFIC CONTROL PLANS 4 ARCHITECTURAL AND STRUCTURAL DRAWINGS 2 Do not staple the Site/Landscape/Civils/Traffic plans with the Architectural/Structural plans. Plans must be submitted in the following order: Site Plan Landscape Plan Civil Plans Traffic Control Plan It is the applicants responsibility to insure that all site, landscape, and civil drawings conform regarding development characteristics. When you have addressed all the review comments a resubmittal appointment with me is REQUIRED. This appointment is not optional and must be made prior to resubmitting revised plans Do not submit review materials directly to the technical staff listed above... I will review your revised plans and resubmittal materials at the meeting and assure all comments have been addressed. If any comments have not been addressed the plans will not be accepted. All information requested must be submitted at the same time. Once the information has been accepted, your project will be scheduled for Review. When you are ready to resubmit your materials please call my secretary at (425) 388-331 1, extension 2570 to schedule an appointment. 1 Sincerely, / / Roxanne J.Justice Commercial Land Development Coordinator RJJ/rr cc: 96-109763-000-00-CP vil Plans (must be returned at Attached: Job Copy of PDS ob Copy of Arch tectu al//Strucctu ail Plans (must be returned atr resubmittal) 1 resubmittal) Letter from Tim Nordtvedt HPA form sAformbank\comm\1060.doc Final Review 96-109763-000-00-CP Page 3 �� n ilk Snohomish County Planning and Development Services Robert J. Drewel County Executive M/S#604 3000 Rockefeller Avenue HYDRAULIC PROJECT APPROVAL NOTICE Everett,WA 9 388-4046 3311 FAX(425)388-3872 DATE: PROJECT: FILE NUMBER: Project Applicant: The above referenced project may be subject to State of Washington Department of Fisheries review and Hydraulic Project ,-\pproval (HPA) determination. Should the State require HPA approval for development permits there may be design standards and criteria that differ from standard county requirements. State standards should be incorporated into project plans and/or documents for ultimate construction purposes. Please contact the Department of Fisheries at (425) 379-2305 for a preliminary HPA review and determination of whether specific measures must be taken for further state review. The review form must be completed by the State and resubmitted with your County Technical Review submittal package. YOU, STANDARDS L'�RE REVAE VE ANONSIBLE FOR D APPROVED ASSURING THAT ANY STATE DESIGN FOR CONSTRUCTION PURPOSES. HPA - NOT REQUIRED HPA - REQUIRED State of Washington Department of Fisheries reviewer: Date of Review: Signature S:HPAForm Snohomish County Planning and Development Services Robert J. Drewel County Executive November 5, 1997 M/S#604 3000 Rockefeller Avenue Everett,WA 98201-4046 (425) 388-3311 FAX (425)388-3872 Mr. Ross Jameson Gary Parkinson, Architects 2812 Colby Avenue Everett, WA 98201 Re: NEW HOTEL OFFICE/CONFERENCE CENTER FOR: SMOKEY POINT PROPERTIES AT: 16710 SMOKEY POINT BOULEVARD, ARLINGTON (4) STORY COMPLEX TYPE II-(1) HOUR SPRINKLERED CONSTRUCTION R-1, B, A 2.1 OCCUPANCY GROUPS FLOOR HOTEL CENTER CORE OFFICE TOTAL 1ST STORY 18,545 SQ FT 7,325 SQ FT 15,415 SQ FT 41,285 SQ FT 12,000 SQ FT 26,135 SQ FT 2ND STORY 14,135 SQ FT -0- 3RD STORY 14,135 SQ FT -0- 12,000 SQ FT 26,135 SQ FT 12,000 SQ FT 26,135 SQ FT 4TH STORY 14,135 SQ FT -0- OCCUPANT LOADS: HOTEL-1 ST STORY -42 2ND, 3RD, & 4TH STORY - 70 EACH TOTAL- 252 CENTER CORE - 523 (400 IN THE ASSEMBLY AREA) OFFICE - 120 ON EACH FLOOR (360 TOTAL, EXCLUDING THE GROUND FLOOR OFFICE AREA) TOTAL OCCUPANT LOAD FOR THE BUILDING - 1,135 Dear Mr. Jameson: The revised plans for the above described building have been reviewed for compliance with the 1994 Uniform Building Code and have been disapproved for purposes of issuing a building permit. The following corrections and/or additions shall be incorporated into a set of working drawings, and two such sets shall be resubmitted for approval: 1 . Please provide complete information on fire resistive assemblies. Include either code assemblies in Tables 7A, 7B and 7C or provide test reports with specific application of fire resistive materials. (i.e. column covers and GWB applied to metal channel for (1) hour ratings.) S:albatros/building/disapproval/96109763 Smokey Point Properties November 5, 1997 Page 1 7 2. Thanks for adding the "great big" roof latches to the roof. (Sorry Ross -typo for "hatches") We still need them in each (4) story stairway enclosure. Please add to the plans. (Section 1006.12, 1006.14) 3. For purposes of information, the wall assembly is accepted as qualified by the testing data in compliance to the 1995 Washington State Nonresidential Energy Code. If I may be of any further assistance to you regarding the above items, please do not hesitate to contact me. Sincerely, r Tim Nordtvedt Commercial Building Plans Examiner TN:rr cc: Fire Prevention Bureau Commercial Building Inspector S:albatros/building/disapprova1/96109763 Smokey Point Properties November 5, 1997 Page 2 Snohomish County Planning and Development Services Robert J. Drewel August 22, 1997 County Executive M/S#604 3000 Rockefeller Avenue Everett,WA 98201-4046 (425) 388-3311 FAX(425)388-3872 Gary Parkinson, Architects Attn.: Ross Jameson 2812 Colby Avenue Everett, WA 98201 RE: New 4 Story Hotel and Office Complex for Smokey Point Properties, Located At: 16710 Smokey Point Blvd., Arlington Type II-1 Hour Sprinklered Construction Groups R-1, B and A-2.1 Occupancy Square Footage as follows: HOTEL 1st Story 18,545 Square Feet Occupant Load 42 2nd Story 14,135 Square Feet Occupant Load 70 3rd Story 14,135 Square Feet Occupant Load 70 4th Story 14,135 Square Feet Occupant Load 70 TOTAL 60,950 Square Feet Occupant Load 252 CENTER CORE 1st Story 7,325 Square Feet Occupant Load 523 (400 in Assembly Area) OFFICE 1st Story 15,415 Square Feet 2nd Story 12,000 Square Feet Occupant Load 120 3rd Story 12,000 Square Feet Occupant Load 120 4th Story 12,000 Square Feet Occupant Load 120 TOTAL 51,415 Square Feet 360 total excluding 1st Story Dear Mr. Jameson: The plans for the above described building have been reviewed for compliance with the Uniform Fire Code, 1994 Edition and disapproved for the purpose of issuing a building permit. Smokey Point Properties Project Number: 96 109763 Page 1 of 4 The following corrections and/or additions shall be incorporated into a set of working drawings, and two sets shall be resubmitted for review and approval: 1. Fire flow for this structure has been calculated to be 1500 GPM at 20 psi for 2 hours. Pursuant to 16.36.080(13) on site hydrants shall be provided. The installation of said hydrants shall comply with the following: (a) Hydrants shall be installed, tested and charged prior to the start of construction. (b) Approval of the fire hydrant type must be obtained prior to installation from the water purveyor. (c) All elements of the hydrant installation including water mains, pipes, valves and related components shall conform to the UFC, NFPA Standard 24, 1995 edition and AWWA Standard C502-94. (d) Hydrants shall have not less than 5" main valve openings with two 2-1/2" National Hose outlet ports and one 4-1/2" National Hose outlet port. LS(e) torz type steamer port fittings shall be provided on hew hydrants when quired by the local fire district. Contact Jerry Jacobsen, Fire Marshal for the arysville Fire Department, to determine if this will be required. (f) Hydrants shall stand plumb and be set to the finished grade. the bottom of the lowest outlet of the hydrant shall be no less than 18" above the grade and there shall be a 36" radius of clear area about the hydrant for the operation of a hydrant wrench on the outlets and control valve. The pumper port shall face'the street. (g) Hydrant visibility shall not be impaired within 75' in any direction of vehicular approach and shall be located within 15' of the road. (h) The top of the hydrant shall be color coded to designate the level of service being provided. This new hydrant is required to provide 2000 GPM minimum, so the top colored light blue. (i) Hydrants shall not be obstructed by structures, fences, vegetation or the parking of vehicles. Vehicles shall not be parked within 15 feet of a fire hydrant. (The site plan shows hydrants being placed next to parking stalls). The hydrants shall be a minimum of 50 feet from the structure, and no further than 100 feet from the fire department connection. (k) Install blue street reflectors to indicate hydrant locations. 2. Pr vide this office with written verification from the water purveyor that the new hydrant provides the required minimum flow of 1500 GPM at 20 psi for 2 hours. In addition, the Smokey Point Properties Project Number: 96 109763 Page 2 of 4 purveyor shall indicate which entity is responsible for installation, maintenance and repair of the hydrants. 3. Fire apparatus access shall comply with the following: a) Minimum width requirement is 20'. Any dead ends in excess of 150' shall be provided with a turnaround. b) Turns, bends or sweeps shall be designed at not less than 20' inside-turning radii nor less than 40' outside-turning radii. c) Roadways shall be constructed of an all-weather surface capable of supporting 25-ton vehicles. d).-Gradient for roads shall not exceed 15%. 4 (Pursuant to section 1004.2 UFC a Class I standpipe is required and may be combined with the automatic sprinkler system. There shall be an outlet located at every floor level landing of every required stairway above grade and on each side of the wall adjacent to the exit opening of a horizontal exit. Outlets at stairways shall be located within the exit enclosure or in the case of pressurized enclosures, within the vestibule or exterior balcony giving access to the stairway. There shall be at least one outlet above the roof line. 5. A fire alarm system is required for the hotel and requires a separate application and permit. Buildings which are required to have accessible building facilities shall include both audible and visible alarms. Alarm devices shall be located in all accessible sleeping accommodations and common use areas including toilet rooms and bathing facilities, hallways and lobbies. 6. Hotel. Smoke detectors shall be provided in all common areas and interior corridors in addition to the guest rooms. Heat detectors shall be provided in all common areas such as recreational rooms, laundry rooms, furnace rooms and similar areas. 7. Hotel. Rescue windows shall be maintained free of any obstruction including bars, grates or similar devices which would inhibit egress unless the device is equipped with approved release mechanisms that are openable from the inside without the use of a key or special knowledge or effort. 8. Exit doors throughout the complex. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Manually operated edge- or surface- mounted flush bolts and surface bolts are prohibited. When exit doors are used in pairs and approved automatic flush bolts are used, the door leaf having the automatic flush bolts shall have no door knob or surface-mounted hardware. The unlatching of any leaf shall not require more than one operation. Smokey Point Properties Project Number: 96 109763 Page 3 of 4 9. Hotel. A diagram depicting two evacuation routes shall be posted on or immediately adjacent to every required exit door from a sleeping room. 10. Hotel and Office. Stairway identification signs shall be located at each floor level in all enclosed stairways. The sign shall identify the stairway, whether there is roof access, the floor level and the upper and lower terminus of the stairway. The sign shall be located approximately 5 feet above the floor landing in a position which is readily visible when the door is open or closed. 11. Portable extinguishers are intended as a first line of defense to cope with fires of limited size. The minimum size allowed for your occupancy is a 2A-10B:C rated unit. Extinguishers shall be visible and accessible and mounted no higher than 54 inches from the floor. They shall be located along normal paths of travel, including exits, and the travel distance to the extinguisher from any given point shall not exceed 75 feet. Locations as depicted on the plans are approved, however additional units may be required upon completion of the tenant spaces. 12. Sprinkler system. A separate permit application and plans shall be submitted for review and approval. 13. Approved numbers or addresses shall be placed on all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Numbers shall contrast with their background. Should you have any questions regarding the above requirements please feel free to contact me at (425) 388-3557. Sincerely, I 1 Pamela M. Miller Larry Blanchard Fire Plan Review Snohomish County Fire Marshal Smokey Point Properties Project Number: 96 109763 Page 4 of 4 44i"L Snohomish County Planning and Development Services Robert J. Drewel September 8, 1997 County Executive M/S#604 3000 Rockefeller Avenue Everett,WA 98201-4046 Mr. Ross Jameson (425) 388-331 Gary Parkinson, Architects FAX(425) 388-3872 2812 Colby Avenue Everett, Washington 98201 RE: COMMERCIAL BUILDING PERMIT APPLICATION TECHNICAL REVIEW COMMENTS Owner: Smokey Point Properties Tax Account Number: 293105-1-017-0004 File Number: 96-109763-000-00-CP Project Name: Smokey Point Properties Dear Mr.Jameson: NOTE: Your building permit application will expire on Thursday, November 5, 1998. extensions are granted only with special approval from the County Building official. Be sure to resubmit revised materials in a timely manner, and allow for review time. Attached are marked up drawings and Technical Review comments for the subject project. The next step in the approval process is to address the items contained in the "package" enclosed and schedule a resubmittal appointment with me. S TE REVIEW COMMENTS Submi 3 copies of a revised Site Plan addressing all comments on the enclosed " " sheet. Original "Markup" must be returned with resubmittal. The landscape cost estimate on your landscape plan is listed as $4,800. The one on your previous plan was $42 400N.� lease clarify which is correct and revise on plan as { necessary. Y 0 t- • Idly 2nd Request: Your project may be subject to Washington State Hydraulic Project I t•U •� Approval (HPA) and state storm drainage design requirements associated with same. The enclosed HPA form must be completed by that agency and returned to our office with your resubmittal package. Zoning Reviewer: Monica McLaughlin (425) 388-3311, extension 2144 s.Vormba n k\comm\1050.doc Technical Review 96.109763-000-00-CP Page 1 recyc:aa racer WATER RESOURCES COMMENTS There are no wetlands or other critical areas as defined by Snohomish County Critical Areas Regulations (SCC 32.10) located on, or within 100 feet of, the property. Project Reviewer: Randy Middaugh (425) 388-3311, extension 2306. TRAFFIC REVIEW COMMENTS See marked up plans (traffic review comments are indicated in pinkish-red ink) and memo from Bill Briles. Project Reviewer: Susan Doran & Bill Briles (425) 388-6440. RIGHT OF WAY COMMENTS See markups from Mike McCrorie on civil plans. If you have any questions Mike can be reached at (425) 388-3311, extension 2159. Submit a completed Right of Way Use Permit Application form and $170.00. Establish a bond or assignment of funds in the amount of$7,000. Establish insurance per the attached instructions. If you have any questions please contact Ellen Haugen at (425) 388-3311, extension 2310. D tt-GE REVIEW COMMENTS See markups (drainage review comments are indicated in gre ink), Construction Plan Checklist and attached Drainage Maintenance Covenant. Project Reviewer: Jim Alderman (425) 388-3311, extension 2163 BUILDING REVIEW COMMENTS Building Review has disapproved your plans. See attached letter from Tim Nordtvedt. Project Reviewer: Tim Nordtvedt (425) 388-3311, extension 2191. FIRE REVIEW COMMENTS Fire Review has disapproved your plans. See attached letter from Pam Miller. Project Reviewer: Pam Miller (425) 388-3311, extension 2658. HEALTH DEPARTMENT COMMENTS We have not yet received an approval for the food service aspects of your project from the Snohomish Health District. Approval will be required prior to permit issuance. The Snohomish Health District may be reached at (425) 339-5270. CONSISTENCY DETERMINATION s.Vormba nk\com m\1050.doc Technical Review 96-109763-000-00-CP Page 2 This proposal, as modified by the aforementioned revisions, has been determined to be consistent with applicable county development regulations and /or applicable comprehensive plan or subarea plan elements. The following facts were considered in making this determination, as required by SCC 32.50.100(1): • The proposed land use is permitted on the project site. • The proposed development's level of intensity is within applicable parameters. • Appropriate infrastructure, including public facilities and services needed to serve the project, is available at an adequate level. • The character of the development is consistent with applicable design and development standards. A building permit, if and when issued for this application, will document this consistency. NOTE: IF REVISED PLANS ARE REQUIRED PLEASE BE SURE THE CORRECT NUMBER OF PLANS ARE RESUBMITTED AND YOUR PLANS ARE GROUPED TOGETHER AND PLACED IN ORDER AS FOLLOWS: TYPE OF PLAN NUMBER REQUIRED FOR RESUBMITTAL SITE PLAN 3 LANDSCAPE AND CIVIL DRAWINGS 2 ARCHITECTURAL AND STRUCTURAL DRAWINGS 2 Do not staple the Site/Landscape/Civils/Traffic plans with the Architectural/Structural plans. It is the applicants responsibility to insure that all site, landscape, and civil drawings conform regarding development characteristics. When you have addressed all the review comments a resubmittal appointment is REQUIRED. This appointment is not optional and must be made prior to resubmitting revised plans Do not submit review materials directly to the technical staff listed above... I will review your revised plans and resubmittal materials at the meeting and assure all comments have been addressed. If any comments have not been addressed the plans will not be accepted. All information requested must be submitted at the same time. Once the information has been accepted, your project will be schedulers for Final Review. When you are ready to set up the re-submittal appointment, please call (425) 388-3311, extension 2570; the commercial secretary will schedule you for the next available time. s.Vormba nk\com m\1050.doc Technical Review 96-109763-000-00-CP Page 3 Sincerely, Roxanne J.Justice Commercial Land Developm' n ordinator RJJ/rr cc: 96-109763-000-00-CP Attached: Job Copy of Site/Landscape/Civil Plans (must be returned at resubmittal) Job Copy of Architectural/Structural Plans(must be returned at resubmittal) Letter from Pam Miller Letter from Tim Nordtvedt Construction Plan Checklist Sample Drainage Maintenance Covenant Right of Way Use Permit Requirements Sheet Right of Way Use Permit Application Form Instructions for Submitting Insurance HPA Form s.V6rmba nklcom m\1050.doc Technical Review 96-109763-000-00-CP Page 4 a� MEMORANDUM Networked to pns August 1, 1997 Date: TO: Monica McLaughlin Time: Building Review Group (710) Depart ent of Planning and Development Services Initials:_ /Z Effective: FROM: BiAriles, Land Development Analyst SUBJECT: CP 96 109763 (Smokey Point Properties) The Department has received the traffic study that the applicant had prepared for Washington State Department of Transportation. This study will have to be reviewed by them. The Department will need their final written comments. The Department can not sign off the building permit until the items of the memorand inhave been addressed to the satisfaction of the Department. These are as follows,: "; ! 1. TDM plan with features note in our original memorandum 11 U 2 Design of a private road to serve the site with a cul-d-sac and access easement to adjacent properties. /3. solution of the sight distance to the north at the county road intersection. ,} of receipt the applicant has aid the additional review fee of$4800.00 b 4. Copy p pp p CC' file 969763 ac/cbp-1/bbw Snohomish County Public Works,Operations and Systems Management (M/S 607) Printed on Recycled and Recyclable Paper TITLE 13 RIGHT-OF-WAY USE PERMIT REQUIREMENTS 0 , �?04_�'J PROJECT NAME/NUMBER � �7 (i3 C I DATE REVIEWED BY THE FOLLOWING ITEMS MUST BE SUBMITTED WITH THE COMPLETED COUNTY ROAD RIGHT-OF-WAY PERMIT APPLICATION FORM TO RECEIVE PERMIT APPROVAL TO WORK WITHIN THE PUBLIC RIGHT-OF-WAY: Application Fee in the amount of $ ,�!(Permit Fee in the amount of $ ❑ Right-of-Way Construction Footage Fee of x $ Footage Fee Total $ payable to Snohomish County - 73. 710 Public liability insurance - 13. 10. 100, ?4 72.280 mprovement bond in the amount of $7®� - 73. 70. 710 -24. 12.280 ✓❑ Traffic detour plan for the proposed construction within the public right-of-way - 73.60.030 ❑ Lane closure permit from the Department of Public Works - 73.40.020 ❑ Other _ NOTICE: YOUR BUILDING PERMIT OR DEVELOPMENT APPROVAL WILL BE WITH- HELD UNTIL THE TITLE 13 RIGHT-OF-WAY USE PERMIT IS ISSUED. White Copy - Applicant Canary Copy - Project File Pink Copy - Permit File 10/19-38 13:48 12062583517 OSRO PAGE E3 OSTERGAARD ROBINSON & ASSOC. INC. CONSULTING ENGINEERS 3630 COLIIY AVNN111i FVERETL WA 98201 (206)259-6445 13121.1.13-vUE:(206)821-5854 July 8, 1997 " Ed Giraud 4rly o - y y r WSDOT District 1 15700 Dayton Avenue North Seattle, Washington 98133-9710 Re: Inn at Seven Lakes Plaza Traffic Analysis ] AU) 2 6 f9�6 Dear Ed: PLANNIh`; � ��4%41AL This supplemental traffic analysis is being completed t§`Cv��ia'f�the- ted with the proposed Inn at Seven Lakes Plaza on state controlled arterials and intersections. The developer is proposing to develop the 5+ acre site into a hotel and officel complex. The hotel will be a 99 room hotel with retail, restaurant and banquet facilities. The general office building space proposed is 44,990 square feet. An estimated buildout year bf 1998 is anticipated. Tile site will have one access point from Smokey Point Boulevard on t4 southern most point of the site. A site plan for the project can be found on Figure 2, The site is in the NE'/4, Section 29, Township 31N, Range 5E, W.M. of unincorporated Snohomish County. The project is located on the west side of Smokey Point (Boulevard approximately '/4 mile south of the intersection of Smokey Point Boulevard & 1724Street NE (SR 531), A vicinity map illustrating the project's location can be found on Figure' 1. The trip generation for the proposed Inn at Seven Lakes Plaza was obtainedi from the "ITE: Trip Generation Manual, Fifth Edition". Specific references are made to Lana Use Code 310: Hotel and Land Use Code 710: General Office Building. This data provides th Ib estimated amount of average daily trips (ADT) and peak hour trips (PHT) generated by a project. The estimated trip generation for the proposed Inn at Seven Lakes Plaza can be found A Table 1. Or/J10/1998 13:48 12062583517 OSRO PAGE 04 TABLE I TRIP GENERATION Table I-A Land Use Code 310: Hotel � "Per Occupled Room" Roams(X) = 99 PM PUT T = 1(1.237/ X) + 0.000711-' T = [(I.237/99) + 0.000711-1 T = 76 ADT T = 8.802( X) - 59.208 T = 8.802(99) - 59.208 T — 812 Table 1-11 i TAiid Use Code 116: General Ufflce Build.l. Per 1000 Square Feet Grbss Floor Are Area(X) = 44,990 S.F. PM PUT 1-n(T) = 0.737 Ln(X) + 1.831 Ln(T) = 0.737 Ln(44.99) + 1.831 T = 103 ADT Ln(T) = 0.756 Ln(X) + 3.765 Ln(T) = 0.756 Ln(44.99) + 3.765 T = 767 Table 1-C Trip Geiierallon Summary Time Hotel Office Gross Capture Capture~ Net Volume Rate"' Volume Volun'e PM PHT 76 103 179 (45%) (81) 98 ADT 812 767 1,579 (9%) (142) 1,431 t"Per riT: Trip Qencration, 5th Edition.Chapter V111: Multi-tlae 0evelopmenta/Quantiryino Capture Rate, 1'agce 141 ,hrough 1-52. The trip distribution of vehicles utilizing the surrounding arterial system was determined from field observations, P.M. peak hour counts, analyzation of the local arterial system, and previous studies conducted by this consultant in the vicinity of the site. Figure 3 illustrates the estimated trip distribution generated for the proposed Inn at Seven Lakes Plaza. i ElZi10/1998 13:48 12062583517 OSRO PAGE 05 The WSDOT mitigation requirements for the proposed Inn at Seven Lakes Plaza should be as follows: 1. SR531 & 67t1i Avenue NE Signalization Fee = $19.12/ADT Impact = 115 ADT Mitigation 115 ADT X $19.12/ADT — $2,198.80 I 2. SR531 Corridor between 43rd Avenue NE & 67th Avenue NE Fee = $54.40/ADT Impact = 216 ADT I Mitigation = 216 ADT x $54,40/ADT — $11,i150.40 3. 172nd Street NE (SR531) Interchange Modifications ' Fee — $85.79/ADT Irn.pact. = 848 ADT Mitigation = 848 ADT x $85.79/ADT = -J72—I,,�AQ 92 Total WSDOT Mitigation = $86,69.12 i I All or a portion of the above noted impact mitigation fees may be requirl d by the developer to offset traffic impacts associated with the inn at Seven Lakes Plazas for state impacted intersections. i i If you have any questions, please feel free to call. Sincerely, I OSTERGAARD-ROBINSON & ASSOCIATES, INC. Terr Oster and nt/94 43.EG w G12+j�_i/1998 13: 42 120G25R351'r OJRI3 PAGE 11F J 1 I, C J o ,4ff S a = --\ R C / M s t� $ zx VICINITY MAP z Q sate.• r- - 2000' Q v ..r• d •( v b 1>• � w 4oA'yt'r�'C -.a K F..e eft" ]1 M MMh Y•�T W.NW w me r�a�ryr� v+w K W-hman am... wwJ1►mw W J n.��...�...�..�J��1..•�yJ�. lhL01-l�l7�NL [� fin• ��»r�1./fA_7.l�111/W/Y•�„r1.n!!��1y M,r Y ll �M�S aw i�Ii 17,u,�/m�*IM, V OUT i J1 � Val trT(IN 170nRP ft.., O ��.r�rNr-=:p�rrN.r..��_ Q�TI.►I.y�.�f�" ...��•«�.� --�"�W 147MIO II. LNG M w ,Iltal fl 12/1990 00: 11 12062503517 LISRO PAGE 03 NOW,THEREFORE, IT IS UNDERSTOOD AND AGREED AS FOLLOWS: 1. The Develop Ar appoints the County of Snohomish as true and lawful attorney for it and as an irrevocable prOxy,to petition and/or cast a vote for approval of any Road Improvement District formed as provided in C'h.36.88 R.W.as now enacted or later amended,to petition for and/or to cast a vote of approval for any local improvement district, which is to be established for accomplishing idtinuire. mad and related improvements to the following roads and/or intersections identified as necessary in the future in connection with this development approval: SR531 from 43`d Avenue NE to 6Th Avenue NE in the following manlier: Widen SR531 from 43`d Avenue NE to 67"'Avenue NE to five lanes. This power of attorney shall be a conveyance of an irrevocable interest in the real property involved in this development proposal and the Developer does, by this agreement, convey to the County such limited interest in the following described land: N3/8 OF i D"1 : N 1[2 Si~1/4 SEI/4 NE 1/4 LY ELY OF ST HWY LESS FDT ALL TH PTN NEI/4 SEi/4 NE1/4 DAF COM NE COR SD SUB TH S84490 08W ALO N LN SD SUB 30.02 Ff TO W LN CO RD &TPB TH SLY ALG W LN SD CO RD 212.75 FT TFi W PLL TO N LN OF NEIM SEI/4 NEIM SD SEC 204.75 FT TI 1 N PLL 1"0 W LN SD CO RD 212.75 ET TO iNT WiTH N LN SD NEI/4 SEI/4 NEIM Ti-I E ALG SD N LN 204.75 FT TO TPB &LESS RDS This power of attorney shall be a covenant to run %vith the fee title to the above-described real property perpetually; PROVIDED: the County shall deliver a signed release of this power of attorney after installation of the ultimate improvements has been completed. .2. „ r 199+i 08:41 120621583517 OSRO PAGE 04 2. The county agrees th,it the consideration for this agreement is the approval of,or perrhitting of, the development appht:dWfor; and in the event the County does not approve the development application relared to this agreement, this agreement and power of attorney shall be void and of no effect. 3. 11-te Developer agrees not to protest formation of such a road improvement distridt or local improvement distrir-t;,nd acknowledges that Developer has read the four pages of this agreement and certifies that Developer has the capacity to sign this document in the capacity indicated. NO-i'E: SiCNA"LURES MUST BE NOTARIZED. IN WITNESS WHEREOF, the Developer has signed this agreement this a __day NOTE: READ InsrructiOns on Signing Non-Prorest Agreement Prior to Signing. Sign only O�IE of the Following Options. " DEVELOPER- Option i (single person only) a single person DEVELOPER - Ol)tion Z (husband d wife only) / / N a married person 4 .eY__ , a married person and their n rital a>n-uzMnity. •3- w FROM : RAMO REALTY TEL: 206 653 5332 FE3. 13. 1998 11:32 AM F 5 02/12/1996 08:41 120G250517 0SR0 PAGE 05 DEVELOPER .Option 1 (busineu entity) N See rondidons for county acceptance of signature on behalf of a hupinesa, A copy of a r_orporate or pAr(ner3hip tr.solution showing your authotiry to sign on behalf of the corporation or partnership must hr altarheri in this aerewmPnt or it will nnr he. prncpp%,-d by or recorded by Snohomish('.tlunty. ACKNOWLEM)MENT• INDIVIDUAI.OR PARTNRRSHIP STAIT Of WASHINGTON) so. COUNTY OF SNOHOMISH) i�1On this day pmonally appeared lw.6re nm7pv, (42h (.I,. H oh4..��.u�_ t ILL-G)k o met:known 4to 1w the in(ilvidual(a) doperibed and whocYccurcd thc•forcgoingitwrumcnt, rk tow1r4,cd tlwtt thr;y l7ttvs sii;ned rhr.Ante nc their frog and voluntary net and deed;that they have the authority to sittn titis doc.um:lit of mx 11agmg aR rhity have lndicarcO,and for the uses and purpopr;the voin-tint attiumed. 01VFN under my hand and of OKI seal this,./:,t:_clay of `.. TAR.Y PUBLIC:in and fOT the Late of Wushl gton, t R.edang at iA; �� Receipt AcknoMedi ed SNOi•IOMISIi COUNTY T)atr.i •4- 4 .4 A'I& Snohomish County Planning and Development Services Robert I Drewel January 8, 1997 County Executive M/S#604 3000 Rockefeller Avenue Everett,Wa 98201-4046 (206)388-3311 Mr. Ross Jameson FAX(206)388-3670 Gary Parkinson Architects 2812 Colby Avenue Everett, Washington 98201 RE: COMMERCIAL BUILDING PERMIT APPLICATION COMPLETENESS and PRELIMINARY REVIEW COMMENTS Tax Account Number: 293105-1-017-0004 File Number: 96 109763 CP - Property Owner: Smokey Point Properties Dear Mr.Jameson: The above referenced building permit application has been received by Planning and Development Services. Please use the above file number when contacting us. NOTE: YOUR BUILDING PERMIT APPLICATION EXPIRES TWO YEARS FROM THE DATE IT WAS SUBMITTED. EXTENSIONS ARE GRANTED ONLY WITH SPECIAL APPROVAL FROM THE COUNTY BUILDING OFFICIAL. WITH THIS IN MIND, BE SURE TO RESUBMIT.REVISED MATERIALS IN A TIMELY MANNER. A site visit was conducted and plans were reviewed for requirements under Snohomish County Code. Comments on your proposal are provided to apprise you of the project's regulatory completeness status and of our requirements for additional information necessary to continue review of your project. Please note that county and state statutes (SCC 32.50 and Chapter 347, Laws of 1995) require a maximum 120 day period for issuance of a decision for certain building permits. This 120 day period begins when we notify you that your application is complete and when we have sufficient information to continue processing your application. The comments in this letter are provided in four sections: Section I "Completeness" comments pertain to whether your application meets the submittal information required by SCC 32.50.050 and identified in the Planning and Development Services approved Minimum Submittal Requirements Checklist for Commercial Building Permits. B:96109763 Smokey Point Properties Preliminary Review Letter Page 1 recycled paper Section II "Information Required" identifies additional information required by us to complete the review of your project for a SEPA threshold determination and outlines additional technical needs for further review. Section III "Other" comments apprise you of other agencies that may participate in the review of your proposal. This section lists preliminary concerns of those agencies that could affect the project's approval. Section IV "Resubmittal" comments/contact person for scheduling further review. SECTION I —COMPLETENESS The decision of whether your application is complete is based upon: 1. Information provided in an environmental checklist and any other supporting environmental information submitted with your application; 2. Materials and information submitted with your application pursuant to the minimum submittal requirements of the Commercial Permit Process, 3. Responses from other County departments that have reviewed your application and environmental information; and 4. Project site inspection conducted by at least one staff person. Your application submitted on November 5, 1996 has been determined to be COMPLETE, but needing more information, pursuant to SCC 32.50.050. SECTION II - INFORMATION REQUIRED Building Review Submit two sets of complete architectural and structural plans and calculations. Project Reviewer: Tim Nordtvedt(206) 388-3311, extension 2191. Fire Review Revise your site plan to show a minimum 20 foot wide driving surface along the entrance panhandle. Project Reviewer: Stan Smith (206) 388-3311, extension 2182 Drainage Review Please seethe attached memo from Jim Alderman. Project Reviewer: Jim Alderman (206) 388-3311, extension 2163. 0:96109763 smokey Point Properties Preliminary Review Letter Page 2 Zoning Review Submit two copies of reviseded Site Plan addressing all comments on the enclosed "Markup" sheet. Original "Markups" must be returned with resubmittal. Per SCC 18.45.090 please identify four 10' x 25' loading space(s). (Note: The loading space(s) must not interfere with aisle widths or designated parking stalls.) Locate any biofiltration measures and detention/retention facility pursuant to drainage review requirements on Site and Landscape Plans. Prior to scheduling the Technical Review submittal meeting, verify that site, landscape, and civil drawings match in terms of form and required changes. Provide evidence of water and sewer availablity. Provide a typical cross section for a 6" high landscape protection barrier per SCC 18.43.060 (9). NOTE: All site and landscaping characteristics on your Approved Site and Landscaping Plan(s) shall be installed prior to a Certificate of Occupancy. Any modifications to the Approved Plans must have prior approval. In order to accomplish Public Works requirements it will be necessary to enter into access agreements with adjoining property owners. Provide copies of these draft agreements for us to review. Zoning Reviewer: Monica McLaughlin (206) 388-3311, extension 2144. Traffic Review Please see the attached memo from Bill Briles. Project Reviewer: Bill Briles (206) 388-6440. Health Department e the attached letter from Robert A. Hoppa, at the Snohomish Health District. Please se Project Reviewer: Robert Hoppa (206) 339-5250 Section III - OTHER Your project may be subject to Washington State Hydraulic Project Approval (HPA) and state storm drainage design requirements associated with same. The enclosed HPA form must be completed by that agency and returned to our office with your resubmittal package. SECTION IV—RESUBMITTAL 6:96109763 Smokey Point Properties Preliminary Review Letter Page 3 NOTE: IF REVISED PLANS ARE REQUIRED SUBMIT 2 SETS, UNLESS OTHERWISE INDICATED. PLEASE BE SURE THAT YOUR PLANS ARE GROUPED TOGETHER AND PLACED IN ORDER AS FOLLOWS: 1. SITE, LANDSCAPE AND CIVIL DRAWINGS 2. TRAFFIC CONTROL PLANS 3. ARCHITECTURAL AND STRUCTURAL DRAWINGS It is the applicants responsibility to insure that all site, landscape, and civil drawings conform regarding development characteristics. When you have addressed all the review comments a resubmittal appointment with me is REQUIRED. This appointment is not optional and must be made prior to resubmitting revised plans Do not submit review materials directly to the technical staff listed above. I will review your revised plans and resubmittal materials at the meeting and assure all comments have been addressed. If any comments have not been addressed the plans will not be accepted. All information requested must be submitted at the same time. Once the information has been accepted, your project will be scheduled for the next review. When you are ready to set up the resubmittal appointment, please call (206) 388-3311, extension 2570, and the secretary will set you up with the next available time. Sincerely Erik Olson Commercial Land Development Coordinator EO/rr cc: file Enclosures: Site, Landscape, Civil Mark-Ups (must be returned at resubmittal) Memo from Jim Alderman Memo from Bill Briles Letter from Snohomish Health District HPA Notice B:96109763 Smokey Point Properties Preliminary Review Letter Page 4 Snohomish County PLANNING & DEVELOPMENT SERVICES M/S#604 MEMORANDUM TO: Monica McLaughlin, Site Plans Examiner Building Division FROM: Jim Alderman, Senior Drainage Plans E min Engineering Division DATE: December 3, 1996 SUBJECT: 96 109763 Preliminary Drainage Review for Smokey Point Properties This department has received a site plan dated November 5, 1996 with Planning and Development Services' date stamp. This site plan was used for the preliminary drainage review under the guidelines of Titles 17 & 24 SCC and Chapter 33 UBC. Preliminary drainage review determined that: • A detailed drainage plan, a drainage plan check fee, a drainage inspection fee, and a grading fee have been received by this department. • Before drainage plan review a set of drainage calculations will be required. • As part of the drainage review, a down stream analysis report which identifies existing downstream drainage systems and conditions is to be provided. This analysis is to cover a minimum distance of 400 yards from the discharge points of the development. The downstram analysis should have clear photos, basin map and analysis of impacts caused by the development. Applicant is to contact Department of fish and Wildlife for a preliminary HPA review and determination. Water quality measures shall be incorporated into the drainage discharge facilities. 1:S:\ENG DIV\WPU I M%96109763.DOC Snohomish County PLANNING & DEVELOPMENT SERVICES M/S#604 MEMORANDUM f TO: Monica McLaughlin, Site Plans Examiner Building Division FROM: Jim Alderman, Senior Drain ge Plans Examines Engineering Division DATE: December 3, 19 6 / SUBJECT: 96 109763 Preliminary Drainage Review for Smokey Point Properties V This department has received a site plan ed Nove ber 5, 1996 with Planning and Development Services' date stamp. This s p an was sed for the preliminary drainage review under the guidelines of Titles 17 & 24 SC and Chapter 33 UBC. Preliminary drainage review determined that: • A detailed drainage plan is required before a building permi an be is ed. Such a plan is needed to meet the mandatory drai age re uireme of the drainage ordinance. Applicant is to submit 2 complet vil drawings. • The detailed drainage plan must be prepared by a professional civil engineer licensed in the State of Washington and so stamped. • A drainage plan check fee, a drainage inspection fee, and a grading fee have been received by this department. 1:S:\ENGDIV\WPU IM\96109763.DOC [1 As part of the drainage review, a down stream analysis report which identifies existing downstream drainage systems and conditions is to be provided. This analysis is to cover a minimum distance of 400 yards from the discharge points of the development. The downstram analysis should have clear photos, basin map and analysis of impacts caused by the development. Applicant is to contact Department of fish and Wildlife for a preliminary HPA review and determination. Water quality measures shall be incorporated into the drainage discharge facilities. 2:S:XENGDIV\WPUIM\96109763.DOC MEMORANDUM CjE1V-LJ';-;,�� December 18, 1996 DEC 2 3 11C195 TO: Monica McLaughlin, Commercial Project Coordinator PLANNING & DTVELdF'AENT Building Review Group (710) SERVICES • LAND USE DIV. Department of Planning and Development Services FROM: Bill Briles, Land Development Analyst/JET SUBJECT: CP 96 109763 (Smokey Point Properties) This project is being reviewed under the guidelines of 26B SCC and Title 13 SCC [the Engineering Design and Development Standards,. EDDS] The Department finds it cannot recommend approval at this time. The following additional information is needed and\or the plan needs to be revised. Facts and conclusions Traffic impacts This project is within the boundaries of the Smokey Point RID #24. Under that program, county road impacts of development's traffic is mitigated by participation in the RID. No capacity payment is required, and the proposal will be concurrent. Review fee The Department has determined that this project will need to pay the maximum review fee of$5000.00. This is the same amount that has been accessed against other developments located in the Smokey RID # 24. The applicant has paid $200 dollars, therefore an additional $4800 must be paid before the Department J will complete its review of the project. 26B 55 060 Right-of-way requirements: v • (1)Developers shall be required to dedicate right-of-way to the county for road purposes as a R✓ condition of approval of a development, when to do so is found to be reasonably necessary by the �� 1 director or a county hearing body, to mitigate an impact which is a direct result of a proposed development, for the improvement, use or maintenance of the road system serving the development. ll The project has nolontage on an opened and maintained county road. Therefore this section of code is not applicable. Frontage Improvement Requirements 26B.55.050 SCC Snohomish County Public Works,Operations and Systems Management (M/S 607) Printed on Recycled and Recyclable Paper Monic McLaughlin 96 109763 page 2 of 7 All developments will be required to make frontage improvements on the parcel's frontage along any opened, constructed, maintained public road. The improvement standard will be established by the director as outlined in the department's policy and procedure on frontage improvements. The project has no frontage on an opened and maintained county road. Therefore this section of code is not applicable. 26B.55.130 Transportation Demand Management (TDM). This proposal will have peak hour traffic therefore the code section of TDM is applicable. (1) Transportation demand management (TDM) is a strategy for reducing vehicular travel demand, especially by single occupant vehicles during commuter peak hours. TDM offers a means of increasing the ability of transportation facilities and services to accommodate greater travel demand without making expensive capital improvements. This is a particularly important strategy in cases where road facilities have already reached the practical limit for physical expansion, congestion is severe, and projections for future traffic indicate continued growth. (2) TDM employs a wide range of measures to increase the use of ridesharing, carpools, vanpools, transit, and non-motorized transportation such as bicycling and walking. Transportation coordinators, ridematch assistance, preferential parking, flextime, transit subsidies, increased parking fees, reduced parking supply, and provision of shuttle services in areas lacking transit service are examples of TDM measures. TDM measures can be characterized as site-design features facilitating TDM compatibility which consist of fixed physical features in site design or capital facilities, and programmatic measures specific to users of the sites (e.g. employers, customers, clients). (3) Trip reduction credits procedures. Developers are encouraged to provide TDM measures to mitigate their traffic impacts and may be eligible for trip reduction credits. (a) Developers will be informed of TDM options at the presubmittal conference. (b) The department will help developers apply the on-site design principles of Sno-Trans' "A Guide to Land Use and Public Transportation" (document available for reference at the department) to facilitate compatibility with TDM. (c) TDM measures eligible for trip reduction credits may include construction of on-site design features for TDM compatibility and/or implementation of voluntary trip reduction programs. Additional TDM measures with an area-wide impact may be eligible for trip reduction credits on a case-by-case basis. (d) Developers wishing to receive credits by providing TDM measures must provide TDM plans with their initial development application. Such TDM plans will describe the TDM measures proposed for the development. (e) The department will determine if a development application's TDM plan meets the requirements for on-site TDM compatibility and/or voluntary trip reduction programs and/or measures with an area-wide impact and will determine the amount of trip reduction credits allowed. (f) A development proposing TDM measures shall include the TDM plan as part of a mitigation proposal under SCC 26B.55.010. Monic McLaughlin 96 109763 page 3 of 7 (g) The written submittal of voluntary trip reduction programs shall be provided in the TDM plan in a form acceptable to the department. When a traffic study is required the submittal will be part of that study. (h) On-site features accepted for TDM compatibility in a mitigation proposal and/or measures with area-wide impacts allowed credits under this section must be constructed before any certificate of occupancy or final inspection will be issued. (i) Special access easements accepted for TDM compatibility in a mitigation proposal must be recorded as restrictive covenants on the appropriate property title(s)before any certificate of occupancy or final inspection will be issued. 0) Voluntary trip reduction programs accepted for TDM compatibility in a mitigation proposal must be recorded as restrictive covenants on the appropriate property title(s) before any certificate of occupancy or final inspection will be issued. Such restriction shall state that the owner agrees to the implementation and ongoing operation of a voluntary trip reduction program as per Title 32 SCC by the proposed occupant(s) of the site and by all subsequent occupants as a condition of use for that property. (i) The department will release the owner from title restrictions after a six-year time period during which the owner the development demonstrates satisfactory fulfillment of the terms of the voluntary trip reduction program as agreed upon in the TDM plan. (ii) The department will determine fulfillment of the terms of the voluntary trip reduction program through the development's annual report and through verification by the department's monitoring program under SCC 26B.55.130(9)(d). (iii) If the department determines that the terms of the voluntary trip reduction program are not being fulfilled the department will notify the developer or owner in writing. (iv) After the determination of program fulfillment has been made for the sixth year of the voluntary trip reduction program, the department shall, within ninety days provide appropriate documentation enabling the owner to remove the voluntary trip reduction program title encumbrance. (k) Voluntary trip reduction programs accepted for any development occupied by an affected, major employer subject to the provisions of the commute trip reduction ordinance, SCC 32.40, shall, in any cases of conflicting requirements, meet the requirements of SCC 32.40. (4) Application of trip reduction credits. Trip reduction credits allowed to developers will be used in determining the development's traffic impacts subject to mitigation. (a) Approved trip reduction credits will be applied against a development's calculated vehicle trip generation including P.M. peak hour trips and ADT. The adjusted vehicle trip generation number reflecting approved trip reduction credits may be used in one or more of the following ways: (i) In determining any proportionate share mitigating payment imposed under this title to mitigate the development's impact on the future capacity of county roads;and/or (ii) In determining impacts for concurrency determinations as per SCC 26B.55.030; and/or (iii) In determining peak-hour trips impacting inadequate road conditions as per SCC 26B.55.040(1); and/or (iv) To determine a development's impacts on other jurisdictions'transportation facilities. Monic McLaughlin 96 109763 page 4 of 7 (b) Developers required to provide TDM in accordance with this title may use trip reduction credits approved under this section to partially or completely satisfy those requirements as follows: (i) Developers may use trip reduction credits approved under this section, equal to or greater than the minimum required trip reduction percentage completely satisfy a requirement to provide TDM. (ii) Developers may use trip reduction credits approved under this section, less than the minimum required trip reduction percentage to partially satisfy a requirement to provide TDM In this case, the amount of the developer's TDM obligation under SCC 26B.55.140(3) shall be reduced by a factor equal to the development's approved percent trip reduction credits divided by the minimum required trip reduction percentage. (c) The department will encourage other jurisdictions to allow trip reduction credits granted to a development to apply against its calculated trip generation including P.M. peak hour trips and ADT for use in determining impacts on state facilities as per SCC 2613.55.070 or other jurisdiction's facilities as per SCC 26B.55.080. (5) Modification of TDM plans. After occupancy or upon resale, a development and/or owner which decides to not implement or discontinue a trip reduction program contrary to the title covenant or to remove or cease maintaining site-design features contrary to the developer's TDM plan may do so by making a payment to the department equal to the amount of the discount(s) resulting from the initial credit to any proportionate share mitigating payment imposed under this title to mitigate the development's impact on the future capacity of county roads, mitigation requirement and/or any TDM payment under SCC 26B.55.140(1)with adjustments for inflation. (a) The county shall, upon receipt of such payment release the developer and/or owner from any further trip reduction program obligation and allow the developer and/or owner to remove the restrictive covenant and/or release the developer and/or owner from obligations of the TDM plan. Upon failure by a developer and/or owner to make such payment in full to the department, the director, after notice to the developer and/or owner, may place a lien upon the property for an amount equal to the required payment and/or withhold further certificates of occupancy or occupancy approval. (b) Upon failure by a developer and/or owner to maintain on-site features approved as part of a TDM plan or to continue an approved trip reduction program contrary to a restrictive covenant, the director, after notice to the developer and/or owner, may place a lien upon the property for an amount equal to the discount(s) resulting from the initial credit to any proportionate share mitigating payment imposed under this title to mitigate the development's impact on the future capacity of county roads, mitigation requirement and/or any TDM payment under SCC 26B.55.140(1)with adjustments for inflation. (6) Trip reduction credits for TDM compatible on-site design features for commercial developments. The department will allow a five percent trip reduction credit to any commercial development including multi- family residential deemed "TDM compatible" by incorporating all of the following on-site design features to the satisfaction of the department: (a) A design for a basic circulation system that provides continuity of pedestrian systems related to the primary road network; and Monic McLaughlin 96 109763 page 5 of 7 (b) A safe, convenient pedestrian facility that meets the department's Engineering Design and Development Standards (EDDS)that joins the front building entrance(s) directly with frontage improvements; and (c) A safe, convenient pedestrian facility that meets EDDS that joins the front building entrance(s) with all other on-site front building(s) entrances; and (d) A safe, convenient pedestrian facility that meets EDDS that joins building entrance(s)with any bus stop or pedestrian facility(e.g. commuter trail) located adjacent to the development; and (e) Where practicable and desirable for pedestrian access, provision of special easements to facilitate pedestrian circulation between the site and adjacent neighborhoods, schools, shopping areas, transit facilities, or other activity centers; and (f) Where practicable and desirable the use of minimum setbacks to reduce walking distances; and (g) Where practicable and desirable the placement of vehicle parking to the sides and the rear of the buildings; and (h) Where practicable and desirable lighting and weather protection for pedestrian facilities; and (i) For non-residential developments, secure bicycle parking(preferably covered) spaces located near the front entrance(s) that number at least two percent of the development's calculated P.M. peak hour trips; and 0) Fore mployment sites, signed preferential parking spaces for carpools or vanpools that number at least six percent of any employee parking spaces. (7) Additional trip reduction credits for TDM compatible on-site design features for commercial developments. The department will allow additional trip reduction credits as indicated below to any commercial development including multi-family residential agreeing to implement a voluntary trip reduction program under this section and deemed "TDM compatible" for on-site design under this section which constructs or incorporates certain additional on-site features to the satisfaction of the department. (a) For employment sites an additional one percent trip reduction credit for on-site bicycle facilities including bicycle parking lockers or secure/covered racks and bicyclist/ pedestrian shower and locker facilities sufficient to meet the needs of one percent of the development's peak hour commuters; and/or (b) An additional one percent trip reduction credit for a reduction of required parking spaces under SCC 18.45.055 resulting in provision of parking spaces less than the amounts specified as minimum requirements under SCC 18.45.040. The applicant needs to provide a plan showing how the TDM criteria will be met by this development. The •_� TDM plan shall also include pedestrian facilities to the adjacent properties to the east and north. 26B 55.070 State Highways_ • (1). Mitigation requirements for impacts on state highways and at intersections of county roads with state highways, will be established by the Washington State Department of Transportation (WSDOT) Monic McLaughlin 96 109763 page 6 of 7 rather than the provisions of Chapter 26B.52 SCC and 26B.55.010 SCC through 26B.55.060 SCC. WSDOT, currently uses a threshold of 10 pht to determine if mitigation is warranted for the development's impact on their road system. Since this development will be generating more than 10 pht., they will have to determine if there will be impacts on their road system. A traffic study may be required by WSDOT for their review and approval of this development traffic. The Department will not be able to approve the project until final written comments have been received by them. 25B.55.080 Other Streets and Roads: Such city, town or other county may determine the threshold at which a developer must mitigate direct traffic impact and what mitigation measures are needed on such streets or roads and assign all or part of such mitigation to the developer. This proposal could have impact on the street system of Arlington and Marysville located in TSA"A": It will be up to them to determine if mitigation is warranted for any impacts. GMA Policies Transportation Section 4.D.5 Joint driveway access and internal site circulation shall be achieved whenever practical as a condition of new development for adjacent properties that have compatible land uses. 3.B.1 Adequate pedestrian access to and circulation within all developments has be maintained. The site plan will need to be revised to provide for vehicular and pedestrian access to the properties to the north. An access easement shall be executed with the property to the north for joint circulation. Pedestrian access shall be provided for the property to the east. Road Design All road whether public or private shall be designed per the EDDS criteria based.on average daily trips expected to use that road. The private road serving this parcel is based on that ADT potential would be classified as a collector. The private road will need to be designed to meet that criteria. The sidewalk width for commercial development is 7 feet and not the 5 feet shown on the plan. A cul-de-sac is needed at the end of the private road. This cul-de sac shall be designed to meet the criteria of EDDS plate 6-010. Monic McLaughlin 96 109763 page 7 of 7 The private road serves other parcels the easement width needs to be shown on the site plan. The easement width shall be sufficient to fit a collector road section. Driveways to the private road need to be designed to meet the criteria of EDDS based on the frontage length along the private road. The number of driveways shown on the plan do not meet this criteria. Sight distance The private road access currently does not have intersection sight distance when one looks to the north. This is due to landscaping located on the line of sight when a vehicle is stopped 15 back from the curb line. The applicant will have to remedy that situation by obtaining permission from the current owner to remove the landscaping and agreeing to a covenant to limit landscaping over 18 inches in height or obtain the area in the line of sight as right-of-way. Once the applicant has addressed all of the issues to the satisfaction of the Department, comments have been received from WSDOT, the Cities in the TSA, and the applicant has paid the further review fee of $4800,00, the Department will be able to complete its review and establish conditions for approval of the application. cc: file 969763pc/cbp-1/bbw SNOHOMISH Environmental Health Division HEALTH 3020 Rucker Avenue, Suite 102 DISTRICT Everett;WA 98201-3971 M.Ward Hinds, M.D.,M.P.H (206) 339-5250 (206) 339-5270 Health Officer Fax: (206) 339-5254 TDD: (206) 339-5252 December 4, 1996 Smokey Point Properties Ramo Construction,Inc. 16404 Smokey Point Blvd.,#301 Arlington,WA 98223 Subject: Proposed, Restaurant, 16710 Smokey Point Blvd., Arlington Dear Sir/Madam: The Snohomish Health District has received notification from the Snohomish County Planning and Development Services of your proposed hotel, conference center and restaurant at 16710 Smokey Point Boulevard in Arlington. Prior to commencement of construction of the restaurant plans and specifications, along with a plan review application and plan review fee, must be submitted to the Health District. A plan review guideline, plan review application and current fee schedule are enclosed to help expedite the process. If you have any questions,please contact me at (206) 339-5250. Sinc 7 ert�"A. Hoppa, S. Environmental He th S cralist RH/ek cc: Gary Parkinson, Architect Snohomish County Planning and Development Services Enclosures • Healthy Lifestyles, Healthy Communities �f/ Snohomish County Planning and Development Services Robert J.Drewel County Executive M/S#604 HYDRAULIC PROJECT APPROVAL NOTICE 3000 Rockefeller Avenue Everett,Wa 98201-4046 (206)388-3311 FAX(206)388-3872 DATE: PROJECT: FILE NUMBER: Project Applicant: The above referenced project may be subject to State of Washington Department of Fisheries review and Hydraulic Project Approval (HPA) determination. Should the State require HPA approval for development permits there may be design standards and criteria that differ from standard county requirements. State standards should be incorporated into project plans and/or documents for ultimate construction purposes. Please contact the Department of Fisheries at(206) 339-1718 for a preliminary HPA review and determination of whether specific measures must be taken for further state review. The review form must be completed by the State and resubmitted with your County Technical Review submittal package. YOU, THE APPLICANT, ARE RESPONSIBLE FOR ASSURING THAT ANY STATE DESIGN STANDARDS ARE REVIEWED AND APPROVED FOR CONSTRUCTION PURPOSES. HPA- NOT REQUIRED HPA- REQUIRED State of Washington Department of Fisheries reviewer: Date of Review: Signature reel;c,ea cape, FROM : RAMO REALTY TEL: 206 653 5332 JUL.24. 1997 11:31 AM P 2 JUL-24-1997 10116 FROM 425 259 4060 TO 6535332 P.02 i "man VqP0VjVx.0MW Loot . D oatob.r ze, ��96 ��L 4 1997 PANNING .• .. .. . . SERVICES & DEVELOPMENT smokey Point Properti ES a/o xa:no, 'Inn. CLAN_ D USE DIV. 16404 Atno)Cey Point Blvd Arlington WA 9g2aa RE: BupplMnantal utility Commitment Letter To Whom It May Corioexhi Thin letter is intanded tO oldrify and supplement the octpber 17 199a letter troth ]ten Winakler wheroln the City provi.d"d you with a commitment tO &Orve your property with water and arwer utility oosrviOb- snohomi5h Count may ro3y on this letter in procag6jnq.your building permit oppiTa4tion(a) . f As you are aware, the annexation covenant requiramant of MMC 14.32.040(2) has boon oliminuted for your property. The City will riot require you to annex to Maryoville or sign a covpnsnt.;*tv annex as a condition of r000iving utility eorvioo. The only' condition that will apply is that you will be required to' jpeet.; Maxysvill•a 6 normal and customary utility coda requi.r.emoni~g;, pj�Oh "• .. . as payment of connection Pnon and charges and complian"-V ith, the . 'ordinary code requiromonta that apply to A1], oU4kOmQry whether 'Within or outside the olty. Now that the conflict you oreated by signing a potition to smother al.ty hao been removed, the,City of Mar onneY ready, willing and ablo to aerve your ith water'has bdo{t " snwmr nine• ootober 24, 1996--the 2095. Rtiectiverdetedf Or.dSri6rtpp DAVE Y+AB City Aftinistrator Dt�/nd cCt Kon WinCklNr., Public Worke Director Dsnnic Jordan• (via l*ax, (206) 258-4060, And mail) TOTAL P.02 C ENVIRONMENTAL CHECKLIST JURISDICTION: Snohomish County DATE SUBMITTED: July 1995 1. Name of proposed project, if applicable: Hotel/Office Complex 2 . Name of Applicant: Smokey Point Properties/Ralph Monty 3 . Address and phone number of applicant and contact person: APPLICANT: CONTACT PERSON: Smokey Point Properties Contact: Ralph Monty Gary Parkinson, Architects 17215 Smokey Point Drive 2812 Colby Avenue Arlington, WA 98223 Everett, WA 98201 (360) 693-4555 (206)252-2153 4. Date checklist prepared: July 27, 1995 5. Agency Requesting Checklist: Snohomish County Community Development 6. Proposed timing or schedule (including phasing, if applicable) : Construction March 1996 to September 1996 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No 8 . List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. No Page - 1 9. Do you know whether app 1 ications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal: If yes, explain. No 10. List any government approvals or permits that will be needed for your proposal, if known. Building Permit; Gradi n gr Permit; R.O.W. Use Permit; Hydraulic Project Approval 11. Give brief, complete description of your proposal, including the proposed uses and the size o f the project and site. There are several questions later in this checklist that ask you. to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on proj ect description. ) Project consists of a 4—story, 99 room hotel of approximately 56, 700 sq. ft., a 4-story office building of approximately 51,000 sq. ft., and a one-story connecting wing .between the two of approximately 13,200 sq. ft. There will be a restaurant, coffee shop, swimming pool, and retail spaces . Site contains approximately 225, 000 sc ft. 12 . Location of the proposal . Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site (s) . Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any Plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. Approximately 112 mile south of Smokey Point and I-5 interchange on the east side of I-5 between I-5 and Smokey Point Boulevard. Site access from Smokey Point. TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (underline one) : flat, rolling, hilly, steep slopes, mountainous, other b. What is the steepest slope on the site (approximate percent slope) ? 1� Page - 2 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY C. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck) ? If you know the classification of agricultural soil, specify them and note any prime farmland. Custer fine sandy loam d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No unstable soils are known in the immediate vicinity. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Approximate grading quantities to achieve design grades. Cut 6, 800 cu. yds; Fill 11, 700 cu. yds. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. No, not with erosion control & sediment plan g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings) ? Approximately 75% of the site will be covered by impervious surfaces. h. Proposed measures to reduce or control erosion or other impacts to the earth, if any. Construct approved temporary erosion/ sedimentation facilities, such as sediment trap, detention basin and straw bale check OAMS, permanent landscaping such as turf, beauty bark, and hydroseed. Page - 3 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 2 . AIR a. What types or emissions to the air would result from the proposal (i.e. , dust, automobile, odors, industrial wood smoke) during construction and when the project is completed: If any, generally describe and give approximate quantities, if known. Normal construction equipment exhaust. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. No C. Proposed measures to reduce or control emissions or other impacts to air, if any: None 3 . WATER a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands) ? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. No 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None Page - 4 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. No 5) Does the proposal lie within a 100- year floodplain? If so, note location on the site plan. No 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No b. Ground: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities, if known. Storm drainage will be collected, treated per county requirements and discharged to infiltration basin on site. No increase in discharge will occur over existing conditions. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals: agricultural, etc. ) . Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable) , or the number of animals or humans the system(s) is(are) expected to serve. None, sanitary waste to be discharged to sewer system. Page - 5 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY C. Water Runoff (including storm water) : 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known) . Where will this water flow? Will this water flow into other waters? If so, describe. Stormwater runoff will be collected in a storm drainage system utilizing catch basins. Oil water separators will treat runoff prior to the infiltration system. The infiltration system is sized for the 100 yr. storm event. An emergency overflow system will direct overflow to the existing drainage system to the North. Approximately 9, 769 cu. ft. of storm water stroage has been provided for the infiltration system. 2) Could waste materials enter ground or surface waters? If so, generally describe. No, not if properly maintained. d. Proposed measures to reduce or control surface, ground and runoff water impacts, if any: Oil water separators have been provided to treat storm runoff prior to infiltration. No runoff water impacts are anticipated with the development of this site. 4. PLANTS a. Check or underline types of vegetation found on the site: X deciduous tree: alder, maple, aspen, other X evergreen tree: fir, cedar, pine, other X shrubs X grass pasture crop or grain wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other: water plants: water lily, eelgrass, milfoil, other other types of vegetation Page - 6 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY b. What kind and amount of vegetation will be removed or altered? Miscellaneous scrub maples and alders, shrubbery and native grasses. C. List threatened or endangered species known to be on or near the site. None d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any. Appropriate landscaping will be planted in accordance with all applicable codes and ordinances. Based on impervious site coverage, there will be 24,223 s.f. of landscaping provided plus applicable landscape buffers. 5. ANIMALS a. Underline any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songbirds, other: mammals: deer, bear, elk, beaver, other: fish: bass, salmon, trout, herring, shellfish, other: b. List any threatened or endangered species known to be on or near the site. None C. Is the site part of a migration route? If so, explain. No d. Proposed measures to preserve or enhance wildlife, if any: None Page - 7 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Natural gas for heating and laundry facilities; electric for lights. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No C. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Designed in accordance with the Washington Energy Code and Uniform Building Code. 7. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. No 1) Describe special emergency services that might be required. None 2) Proposed measures to reduce or control environmental health hazards, if any: None Page - 8 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, aircraft, other) ? Traffic 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (i.e. : traffic, construction, operation, other) . Indicate what hour noise would come from the site. Short term - About 90 dBa maximum during normal construction period. Long term - About 30 dBa from occasional automobile traffic. 3) Proposed measures to reduce or control noise impacts, if any: None 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? Commercial b. Has the site been used for agriculture? If so, describe. No C. Describe any structures on the site. Temporary sales models of log cabin structures. d. Will any structures be demolished? If so, what? No, log cabin models will be disassembled and moved. e. What is the current zoning classification of the site? GC Page - 9 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY f. What is the current comprehensive plan designation of the site? lnclalt rya/ �i - /�� <ocr�fiy < �•P�a� g. If applicable, what is the current shoreline master program designation of the site? Not applicable h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No i. Approximately how many people would reside or work in the completed project? Approximately 200 maximum. j . Approximately how many people would the completed project displace? None k. Proposed measures to avoid or reduce displacement impacts, if any: Not Applicable 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Building Permit; existing landscape ordinances. 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low income housing. None Page - 10 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low income housing. None C. Proposed measure to reduce or control housing impacts, if any: None 10. AESTHETICS a. What is the tallest height of any proposed structure(s) , not including antennas; what is the principal exterior building material(s) proposed? 45'-011; brick, dryvit, and glass. b. What views in the immediate vicinity would be altered or obstructed? None C. Proposed measures to reduce or control aesthetic impacts, if any: Project will be designed to be a first-class hotel and Class-A office space. 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Exterior lighting consistent with surrounding uses and local codes. b. Could light or glare from the finished project be a safety hazard or interfere with views? No Q. What existing off-site sources or light or glare may affect your proposal? None Page - 11 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY d. Proposed measures to reduce or control light and glare impacts, if any? None 12 . RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? Twin Lakes, Arlington airport b. Would the proposed project displace any existing recreational uses? If so, describe. No C. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: None 13 . HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. No b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None C. Proposed measures to reduce or control impacts, if any: None Page - 12 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 14. TRANSPORTATION a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. I-5, Smokey Point Boulevard b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Yes (Bus #210) C. How many parking spaces would the completed project have? How many would the project eliminate? 341 parking spaces - 0 eliminated. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private) . No e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. Per trip generation manual: Hotel - 8 . 7 per occ. room x 99 = 861 Restaurant & Hotel Services 96.51 x 7.1 = 685 Office Bldg. 16.58 x 52 .3 = 867 g. Proposed measures to reduce or control transportation impacts, if any: Traffic impacts from this development are being met by our R.I.D. assessment previously paid per Snohomish County code. Page - 13 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire- protection, police protection, health care, schools, other) ? If so, generally describe. obviously the fire and police departments would have to be aware of this project, however there would be no need to increase their respective manpower requirements. b. Proposed measures to reduce or control direct impacts on public services, if any: None 16 . UTILITIES a. Underline utilities currently available at the site: electricity; natural gas; water; refuse service; telephone; sanitary sewer; septic system; other: private well b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Power: Snohomish County P.U.D. Water/Sewer: City of Marysville Natural Gas: Washington Natural Gas Telephone: GTE of the Northwest C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: Date Submitted: //• l Page - 14 e ' COMMERCIAL MATERIALS RELEASE FORM COMMERCIAL FILE NUMBER: 97 109763 CP PROPERTY OWNER SMOKEY POINT PROPERTIES PERSON CONTACTED: ROSS JAMESON PHONE NUMBER: (206) 252-2153 DATE: SEPTEMBER 10, 1997 MARKED UP DRAWINGS AND/OR MATERIALS FOR THE ABOVE REFERENCED PROJECT WERE RELEASED TO: /7,— �J C' (/" DATE: A (Si atnre) /� (Print Name) PRELIMINARY REVIEW TECHNICAL REVIEW ) / FINAL REVIEW MATERIALS RELEASED: Attached: Letter from Roxanne J.Justice Job Copy of Site/Landscape/Civil Plans (must be returned at resubmittal) Job Copy of Structural Plans (must be returned at resubmittal) Letter from Tim Nordtvedt Letter from Pam Miller Construction Plan Checklist Sample Drainage Maintenance Covenant Right of Way Use Permit Requirements Sheet Right of Way Use Permit Application Form Instructions for Submitting Insurance HPA Form dh COMMERCIAL MATERIALS RELEASE FORM COMMERCIAL FILE NUMBER: 96 109763 PROPERTY OWNER Smokey Point Properties PERSON CONTACTED: Ross Jameson PHONE NUMBER: (206) 252-2153 DATE: January 8, 1996 MARKED UP DRAWINGS AND/OR MATERIALS FOR THE ABOVE REFERENCED PROJECT WERE RELEASED TO: DATE: _ (Signature) (Print Name) PRELIMINARY REVIEW C--'TECHNICAL REVIEW FINAL REVIEW MATERIALS RELEASED: Attached: Site, Landscape & Civil Plans (Must be returned at resubmittal) Letter from Erik Olson Memo from Jim Alderman Memo from Bill Briles Letter from Snohomish County Health District HPA Notice j • 0 COMMERCIAL MATERIALS RELEASE FORM COMMERCIAL FILE NUMBER: 97 109763 CP PROPERTY OWNER SMOKEY POINT PROPERTIES PERSON CONTACTED: ROSOAMESON_�) PHONE NUMBER: (425) 252-2153 DATE: NOVEMBER 19, 1997 MARKED UP DRAWINGS AND/OR MATERIALS FOR THE ABOVE REFERENCED PROJECT WERE RELEASED TO: DATE: //. Z (Signature) (Print Name) PRELIMINARY REVIEW __FINAL REVIEW MATERIALS RELEASED: Attached: Letter from Roxanne J.Justice Job Copy of PDS Site/Civil/Landscape Plans (must be returned at resubmittal) Job Copy of DPW Site/Civil/Landscape Plans (must be returned at resubmittal) Letter from Tim Nordtvedt HPA Form 3000 Rockefeller Ave.,Ms 604 Snohomish County (Planning and Development Services Everett,WA 08201 1-;00-5624367 Structure Permit-Commercial (425)388-3t11 Assessor-Property Tax #:_ 293105-1-017-0004 Permit # 96109763 CP Site Address: 16710 Smokey Point Blvd Arlington 98223 Expires: September 22, 2000 Smokey Point Properties Issued: September 23, 1998 By: scddjg Type: Other Work Proposed: New Permit Description: Hotel Complex/Conference Center Applicant: Smokey Point Properties 16404 Smokey point Blvd Si 301 Arlingaton WA 98223 (360) 653-4555 Work (425) Home Owner: Smokey Point Properties 16404 Smokey Point Blvd Suite 301 Arlington WA U.S.A 982 (360) 653-4555 xo Contractor: Ramo Construction Inc (RAMOC**034LK) 16404 Smokey Point Blvd Suite 301 Arlington WA U.S.A 982 (360) 653-4555 Work (360) 659-8551 Work Front Setback:As Per Approved Site Plan Side Setback: As Per Approved Site Plan Rear Setback: As Per Approved Site Plan T Sec Twn Rng: 29-31-05 16th:8 Lot:2 Subdiv.:SP213-75 ' Zoning:GC Ref File # 96109763 Valuation 6,000,000.00 LDC mlo Crit Areas Ord Non-Exempt-Urban Main Floor SF 41,285 Mezzanine SF 26,135 fourth floor Second Floor SF 26,135 Third Floor SF 26,135 Total Building Sq. 119,600 Heat Source Natural Gas Special Conditions: PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING ALL PROPERTY LINE LOCATIONS AND RELATED EASEMENTS. I certify that I am exempt from the requirements of state contractor's registration under Sec.3,Chap. 126, Laws of 1967. I certify that t ormation furnished by me is true and the best of my knowledge and all work will conform to applicable Snohomish County Code. Iry Signature I Date File Washington State Northwest Region ®® Department of Transportation 15700 Dayton Avenue North Sid Morrison P.O.Box 330310 Secretary of Transportation Seattle,WA 98133-9710 (206)440-4000 March 10, 1998 ;D Mr. Stephen Holt, Director Snohomish County Planning MAR 13 1998 & Development Services 5tn Floor, County Admin. Bldg. PLANNING & DEVELOPMENT 3000 Rockefeller Avenue, MIS 604 SERVi^ES - D'R"'uTCR Everett, WA 98201 SR-531 M. P. 6 . 63 Vic . C.S. 3129 Determination of Nonsignificance Application For A Building Permit For Smokey Point Properties County File No. 96 109763 Dear Mr. Holt, The applicant seeks approval to construct a hotel and office complex. The location of this proposed complex is between I-5 and Smokey Point Boulevard; approximately 1/4 of a mile south of the SR-531/Smokey Point Boulevard intersection. Our comments on the DNS for this application are as follows . We concur with the applicant ' s voluntary offer to contribute funding towards the two state highway improvement projects (SR-531/67th Avenue N.E. Signal & I-5/SR-531 Interchange Modification) . We also accept the applicant agreeing to sign a Non-Protest agreement with the county to participate in the formation of a Road Improvement District (RID) toward funding the future widening of SR-531 from 43rd Avenue N.E. to 67th Avenue N.E. . These mitigation fee payments will be sufficient mitigation for this development ' s traffic impacts to state highways . We are currently reviewing this development ' s civil drawings, architectural site plan and hydraulic calculations . We expect to have our response on these documents to the county within the next week. Thank you for the opportunity to review and comment on the DNS for this application. Should you have any questions, March 10, 1998 Stephen Holt Page 2 feel free to contact Don Hurter (206) 440-4664 or Ed Giraud (206) 440-4912 of my Developer Services section. S ' cerel/y,J, ROBERT A. JOSEPH SON, ' P.E. Manager of Planning & Local Coordination ELG:elg 0-2`/85/1998 17:32 425742813@ GARY PARKINSON ARCHI PAGE 81 RECEYV' FEB -- 6 Gary Parkinson, Architects FAX 1998 2812 Colby Avenue PLANNING & DEVELOPMENT { Everett, WA 98201 SERVICES • BUILDING rJIV. Date Number of pages Including cover sheet _ To: From:oho Cb -rC r i Phone Phone (425)252-2153 Fax hone &-L — Fax Phone (425)742-8130 CC: r ❑ urgent Far your review D Reply ASAP ❑ Please comment I 1 , �� CA (� 1aGir7 (P-5 �� 02,405/1998 17:32 4257428130 GARY PARKINSON ARCHI PAGE 02 FROM : RtP"O FEALTY TEL: 206 653 5332 FEB. 5. 1998 4:?e PIS P 2 82/05/1999 15:22 1200563517 OSRO PAW e1 "YORAVIOTO PROJICIT ft' .W 79.10.103 fuPal►IeIIr to r►OI191lit1 p. usrx as, 1990 (OW'son' rhwld;:"r to thle &to n sl F ttwrgpctn*wq) ►Aet 1 a< —I— MK.f , I,ArT MAN /1l11 t7N ACT NONIf�>> .Monte, ]Ralph (423) 259-6449 �oatrtac 2978-s0t1 u s630 Colby Avg -- _ — .. . 0 p7�.0049 RV 54 orett rsl�f puilcsQe Crook �VuYrf04AA Crook Ll rr t°� rfra;c) C1ree ow— �fxMtMt�— R4N0►<E�i> 0"" —� K+t�er� rtfw 21y DOX Snohomish Nor ngOmsnt 'AIMS t 91 cowtc LXXZTATTONM Jul'` �Tmin Medicl �IAr �IOf�i- pro !r —_'y�•~ _.•�..... ..---�_ � lxwi�tli�ltaly __ __ © 17�iic�lnb�r r3 Zkl L11-12J 1�11+lbz OLUl -OLLW A1dLi.UVA AM1.1111��ji r1tf...lt�at, �aritl RtJ1q�ONf�rf.,x►1�AL.hRdYlllMlt Q9.�vta4zvnclt_��mu. � 1.. work shoal follow it's lams by a++tc�rt�da d kt+bino n for «S ok Point � opsrt i�lifa0 1' Ce)gompivxI ra sive wash Vjr�gf,�y 44hh i o iiU 1a on Jno asry $1 log y N OnLion pao �sar arld rgamrdl� obi nnrArOft n, U1 aon ,y wl,th Ehp Hyc�r�>a1 C Cdll.culs ona by Osttryaard Reba Haan, uhdat.v , but race va y PW on Jan ary Zl, 1990, Z. rosion control methodr, shall he uti,i)lsd to mud we,tAr rpm •n ,nr nq str6ams, and wotlands, gone, 11a ncludo, tnol 1�a tcd to too orary u dlm ntand �rlvpnt rAw lialue, i1tQr irabric 6ncers, chock ams, and mul�Cha open xpoaod erArAq, 1• T�i« iriiilkrati.t•,tl aysltOYN shad bq ponstructu to t+Fstriet Plow Orf s to to 1/2 of tha prp-'dFv6 Op• -year decigh stprnl. 4. The 41.0tilter awgits shell b• €ull v•gsltated with water. �olorant gross p1' .br to uat for ■termwa •or onv yance. LOCATION1 has ted on tha wsst 0140 at 8nokey point plv�l. aC 6$_th Plboq k �n hr, unincorpauated town or aVbok,_ paintt in nt r ►Mrri Snahom sh Cour►ty. db ' MAT Final nKs b � anal►om f dal county, December 15, 19it9 RCAINAL b"i i w�ee� y Dr,v1�i li><yVIC (435) 370_230a rATsa • Csoi�nrWyk 30 {P31 A/KICANT 41COLIF1 • AlWa MTROL . lye, tMe�. . ►NIA >D�P11>ltTJONT O8 1plexalkill IRIeCTOR RE' -, FEB 6 1998 PLANNING & DEVELOPMENT SEWPC-ES - BUILDING DIV. Snohomish County Public Works March 23, 1998 Robert J. Drewel County Executive Ed Giraud 2930 Wetmore Avenue Washington State Department of Transportation Everett,WA 98201 Northwest Region FAX (425)388-6494 15700 Dayton Avenue North Seattle, WA 98133-9710 RE: 96 109763 (Commercial building permit for Smokey Point Properties) Dear Ed: Enclosed is a draft copy of a Not to Protest Formation of Road Improvement District, prepared by the applicant. This was done at the request of Washington State Department of Transportation letter dated December 6, 1997 on this project. This document is being sent to you so that it can be reviewed and approved. Please notify me in writing when the Not to Protest Formation of Road Improvement District has been recorded. The Department of Public Works will not be sign off on the building permit for issuance until it has been recorded. Cordially ill B s Land Development Analyst CC' Monica McLaughlin, Department of Planning and Development Services file 969763wl/cmb/bbw CONVE(uIEOCE copy •T re cycled paper POWER OF A.'i`1'ORN1?Y AND AORE- MENT NOT.1-0 PROTEST FORMA'110N OF D24 PT ROAi)IMPROVEMENT DISTRICT' Tl i1S 1S AN ACW;HMENT between rho County of Snollonvah,a pohlical subdiviedon of the State.of Washington (het ea fro r the"C'Okinty") and_1tAlph Moon Abu St11o�1?S21i►11'1LI3�sAtr�-- (hereafter the"Develolvnr") nrtd the Doveloper's surcewsors• 'lhe Board of County Conunissiotrca% of Snoluomish Coun.ry on June 20, 1979 enacted a resc>dution pertoininr t0 DLVClol>t-r Coll trihutlons (Ur (toad Purposes as 9 Cundidon of Lend Use Approvals,resolution No.70•143,now incogg)rated in the Snohomish County Code as Title 26B. WHEREAS, tht! purp osc of this ordinance is to rrtrdute that odeyuate mad improvements Pre made to meet incrmsing toad ueuge besociated with hind develyptimit prnirc:ts,by requiting all land tievelopment projects in unincorporated Snohotni;rh C,,,unty to Nay for a proix..ttionatm shate o(dw.cyst of twid improvemente dur to such Io nd developments, The resolurion srates illor Among the mrrhods for enwring that apptoprinte provisions for future road improvewenrs are made is the execution by the Developer of bet agreemrtllt not:to protest fornvttion of o road itliprovement district created puraunrit to Ch. 36.88 R.W. at:such time in the future 98 the County c►r public thftik it necessary. Tile Developer. gild its successors and assigns,in consideration of approval of its lend•use applicatioo fur, nulkgy..l'QJ.�r P1.21g jpi.� Sr f4t 11 x-..-.wants to patticipate in 8 road improvemont district in order to improve the road systcrn to nn acceptable 1evrl of serAneq,and appiotm'into design sroncdorcl_s, ancl/or prevent n hurtrdous traffic.or road condition hom occurring in the futtre; •1• RT2FEB EIVED 7 1998 PLANNING dt DEVELOPMENT SERVICES • COMMERCIAL NOW,THI:REFORF, IT IS 11NDERSTOOD AND AQRFED AS FOLLOWS: 1. Dt-vclofm tslt)xtints tha C,ounry of Stnohomish as tmr and laviful arromey fot it and as art irtcvoc.�hlc prt�xy,tt+pFriNnn antllor cast a vote for approve)of any}toad lmproven-*tit District t formed as Eerovicil.td in rl,.36.RR R.W.na flow enmCted or later amended,to petition for and/or to cast a vote of apptavnl for ally luc.nl imptovemc:nt district,whicth is to hr.established for aecotnpltPhing ulsltnnte. road find mlawd imprnvr•ments to the following{roads and/or intereectione identified as necessary in tltc future in rolmection with this development approva.lt SR531 from 43'd Avenue N1:to 67"Avenue Nh.: in the following mnntier. Widen SIU31 from 43 d Mcnur. NG to 67`1 Avenue NE to five lanes. This power r(attortiey shall be if ronveyance of an irrevocable h'trarostt In the real property involved ill this(Rw0 pment proposal and the Developer does, by this WKreemcnt, convey to the (=ou+tty such limited intciest in the following described lurid: N3/8 01-i-DT: N 1/2 S P i/4 SF1/4 NE l M LY RI.y OF ST HW Y LESS FDT ALL TH PTN Nil1/4 SEI/4 NE1/4 DAP COM NE COR SD SUB'I'H S84.9008W ALO N LN Sr)SUB 30.02 FT TOW LN M R >h TPB TH SLY ALG W LN SD C:O JU3 212.7; FT TH W PLL TC)N LN Cal'NE1/4 SEt/4 N121-1/4 SO SEC:204.75 r-7"11 i N PLL T'O W LN Sl) CO RE) 21.2.75 r r TO iN'r Willi N LN 5D NM/4 SEH4 N)=1/41 TH V AL.G Sri N LN 204.75 I.'I'TO'1'Pii&LESS RDS This prtwer t,f attomey shall lx+ n ct)vertanr to run with the fee title to the above•dewtibcd real property perperttilly; PROV(1.)FD: the(:cgjnt y shall deliver a spied release of this power of attomcy after installation of the ultimate ilnpruvt.mj:nts has been romplcted. •2 Z, J'ne:county agrees tllnt the cnttsidcraliOil for this agiaentnnt N the approval of,or per7k11tting o(, the development applied fur; attd ill the- event the County does not approve the development aplAicadon related to this a(gteement,this agleetnrnt and power of Attorney Fhall be void'an(l of no effect. 3. 'The T)avcloix:t agrees 110t ro prot"t'formation of such it road improvement district or local improvement district;tndacknowledges that Developerhas randthe fourpagesof this ARI-Lament and Certifies tltAt 1)(:velc,itet has the eppaeity to sign tilts docuittent in tilt capacity indicated. N )( TE;, K;NATU ;,��1M ] IN WITNFSS WI•WHEOC,the Devr1oper Ilas sigitcd chiA agrectnent 19.i. _ NOTPi,REAQ Instructions on Si[;tting Non•Ptotaat:Agreement Prior to Signing. Sign only Hof the Followini;(. ))dons. DEVELOPER-Opritm 1 (sitlale person only) a single person DfVf.j,0PCR•Q)tion 1 (husbepd I wilt tinily) ` n married person ue!pL� a murrie•.d person and their 1u riral comint nlry. •3• DEVELOPER• Opoon 3 (business cutity). ., .A. ILoo c: Sec condidons for county acceptance of signature on behalf of a buainesa. A copy of a rorporme or partnership tr.sulution showing your authortry to sign on behalf of the rorporation or l partnership must Ix• warherl to this ogreemPnt or it will tint hw prnr.Pssod by or re.rnrded by Snohomish Counry. 'fide:. _-----»•.. -------•--- ----- ACKNOWI.EDOMENT• INDIVIDUAL OR I1AR'INRRSHIP SI'AI OP WASHINGTON) se. COUNTY OF SNtal•IOM ISH) Cott this day parstmally apt_w.arrd l.rA.-mr m(, �nh C• M Una+•�/tom—t rLt� t� o ny: known 4to 1v thr individual(s) dowri6-d and who evecuted the foregoing imtrumcm. and ark towlcducd that rhi y have..signrd the saw as their free and voluntary Act and(iced.,that they hrlVe du uuehority it, sign this dmunttutt of Fix 11figt,RF they have indicated, and for the uaee end purposes thevoin•mentioned. OWN under my hand and ofrwinl seal this••/.Z_day of � 1l.Ls�AA VTARY PUBLIC in and or the tut.,of W11e111 gton, S Residing ut _ep �. Receipt Acknouledged SNOHOMISH COUNTY Dy.• Dawi •4- NOTE: IF REVISED PLANS ARE REQUIRED PLEASE BE SURE THE CORRECT NUMBER OF PLANS ARE RESUBMITTED AND YOUR PLANS ARE GROUPED TOGETHER AND PLACED IN ORDER AS FOLLOWS: TYPE OF PLAN NUMBER REQUIRED FOR RESUBMITTAL SITE PLAN 2 LANDSCAPE PLAN 2 CIVIL DRAWINGS 2 Do not staple the Site/Landscape/Civils/Traffic plans with the Architectural/Structural plans. Plans must be submitted in the following order: Site Plan Landscape Plan Civil Plans It is the applicants responsibility to insure that all site, landscape, and civil drawings conform regarding development characteristics. When you have addressed all the review comments a resubmittal appointment with me is REQUIRED. This appointment is not optional and must be made prior to resubmitting revised plans Do not submit review materials directly to the technical staff listed above... I will review your revised plans and resubmittal materials at the meeting and assure all comments have been addressed. If any comments have not been addressed the plans will not be accepted. All information requested must be submitted at the same time. Once the information has been accepted, your project will be scheduled for Review. When you are ready to resubmit your materials please call my secretary at (425) 388-3311 ext. 2570 to schedule an appointment. Sincerely, Roxanne J.Justice Commercial Land I pme t Coordinator RJ J/jc - cc: 96-109763-000-00 Att ed: Job Cop of P SItP/I anrkran 7r;%/il Plmnc (m130+ k- .-a s.Vormba nk\1000\1060.doc Final Review 96-109763-000-00-CP Page 2 opril Snohomish County 16, 1998 Planning and Development Services Robert I Drewel County Executive M/S#604 Ross Jameson 3000 Rockefeller Avenue Gary Parkinson, Architects Everett,WA 98201-4046 2812 Colby Avenue, (425) 388-3311 FAX(425)388-3872 � Everett, WA 98201 RE: COMMERCIAL BUILDING PERMIT APPLICATION 3rd FINAL REVIEW COMMENTS A, Owner: Smokey Point Properties Tax Account Number: 293105-1-017-0004 File Number: 96-109763-000-00-CP Project Name: Smokey Point Properties Dear Mr.Jameson: NOTE: Your Building Permit Application Will Expire On Thursday, November 5, 1998. Extensions Are Granted Only With Special Approval From The County Building Official. Be Sure To Resubmit Revised Materials In A Timely Manner, And Allow For Review Time. Attached are marked up drawings and 3rd Final Review comments for the subject project. The next step in the approval process is to address the items contained in the "package" enclosed and schedule a resubmittal appointment with me. SATE REVIEW COMMENTS (Provide a copy of the settlement agreement between the applicant and the WSDOT regarding traffic mitigation fees. Submit 2 copies of a revised site plan and civil drawings addressing all comments on the enclosed "Markup" sheets . Original "Markups" must be returned with resubmittal. Zoning Reviewer: Mo 'ca McLaughlin (425) 3 8-3311 extension 2144. T F I4IWICO-)MM Traffic review comments, if any, will be released under separate cover. WSDOT approval is required before Bill Briles can sign off your project. Project Reviewer: Bill Briles (425) 388-6440. HEALTH DEPARTMENT COMMENTS The Snohomish Health District has approved your application. You may contact the Snohomish Health District at: (425) 339-5270. s.Vormba n k\1000\1060.doc Final Review 96.109763-000-00-CP Page 1 r ec;clod paper COMMERCIAL MATERIALS RELEASE FORM COMMERCIAL FILE NUMBER: 96 109763 CP PROPEI:TY OWNER Smokey Point Prope RIFOEAVED 1 PERSON CONTACTED: Ross Jameson APR 2 1 1998 PHONE NUMBER: (425) 252-2153 PLANNING & DEVELOPMENT DATE: April 16, 1995 SERVICES - BUILDING DIV. MARKED UP DRAWINGS AND/OR MATERIALS FOR THE ABOVE REFERENCED PROJECT WERE RELEASED TO: DATE: C21 (signature) (Print Name) PRELIMINARY REVIEW TECHNICAL REVIEW 3RD FINAL REVIEW X MATERIALS RELEASED: Attached: job Copy of PDS Site/Landscape/Civil Plans (must be returned at resubmittal) MEMORANDUM Netwairkad to PDS April 30, 1998 Date: Time: TO: Monica McLaughlin Building Review Group (710) Initials: ]�E: Departure of Planning and Development Services 5111,01 Effective: FROM: ill Iles, Land Development Analyst SUBJECT: CP 96 109763 (Smokey Point Properties) I have reviewed the applicant's letter of March 24, 1998 relating to the TDM features the applicant is providing in order to comply with 26B SCC. These items are acceptable to the Department but will have to be verified as being provided prior to the applicant receiving final occupancy permit. The Department has still not received a final sign off from Washington State Department. The Department cannot sign off the building permit until we have received approval from WSDOT. cc: cc: file Ed Giraud, WSDOT 969763ws/cbp-1/bbw Snohomish County Ptiblic Works, Operations and Systems Management (M/S 607) Printed on Recycled and Recyclable Paper COMMERCIAL LDC RESUMITTAL NOTES File Number: 96-109763-000-00-CP Date Submitted: Wednesday, August 26, 1998 Folder Name: Smokey Point Properties Owner Name: Ross Jameson Gary Parkinson,Architects Contact Person: Smokey Point Properties Items Submitted: hydraulic caluclations(2) 3 copies revised s/c/l copy of letter to Ed Giraud,WSDOT,dated 7/8/97 copy of letter to Brian Lindsay dated 8/18/98 PER MONICA,STILL MISSING WSDOT AGREEMENT SIGNED BY WSDOT AND APPLILCANT. ROSS JAMISON NOTIFIED. HAS CONTACTED WSDOT FOR INFORMATION. s:\formbank\1000\1065.doc VOLUNTARY SETTLEMENT AGREEMENT TO MITIGATE IMPACTS TO STATE FACILITIES PARTIES Developer, Smokey Point Properties (hereinafter referred to as "Developer"); State of Washington Department of Transportation(hereinafter referred to as "the State") SUBJECT DEVELOPMENT Inn At Seven Lakes Plaza, County File No. 9,9109763 WHEREAS, the Developer proposed the construction of the above-described "Subject Development"; and, WHEREAS, certain reports and other documents have been prepared by or on behalf of the Developer identifying certain impacts to the highway facilities of the State if the Subject Development were to be constructed; and, WHEREAS, Developer and .the State agree that identified traffic impacts arising from the construction of the Subject Development will have significant adverse environmental impacts on State highway facilities if these impacts are left unmitigated; and, WHEREAS, the Developer and the State recognize the State's authority under RCW 43.21 C.075 (State Environmental Policy Act) to appeal or otherwise challenge the determinations of the local government pertaining to the non-significance of developments which in fact have tin-mitigated impacts upon the state highway facilities; and, WHEREAS, the State and Developer recognize and agree that the State has the right to condition the issuance of access permits upon the mitigation of conditions or potential conditions effecting the safety and efficiency of its highways pursuant to RCW 47.50; and, CONVENIENCE COPY 1 UC 35 0 01 WHEREAS, the Developer and the State desire to mitigate impacts to the State highway facilities identified in various reports concerning the Subject Development by the Developer contributing the sum of money indicated below; which the Developer and the State agree is the Developer's prorata share of contribution to state highway improvement projects which would mitigate impacts to the State highway facilities caused by the Subject Development, and the cumulative effect of the Subject Development with other developments. NOW, THEREFORE, the Developer and the State hereby agree to do the following: DEVELOPER'S RESPONSIBILITIES 1. The Developer has elected to pay a traffic impact fee of $86,699.12 to mitigate this development's traffic impacts to two state highway projects within the county's TSA for this area. The Developer agrees to pay the $86,699.12 as mitigation for his development's traffic impacts to state highways. 2. The Developer Agrees to pay directly to the State the above mitigation fee of$86,699.12 by delivering a bank check payable to the "Washington State Department of Transportation", to Donald Hurter, supervisor of the Developer Services Section at the time the occupancy permit is issued for this development. The Developer agrees that this sum represents the Developer's prorata share of traffic impact mitigation costs for the above mentioned reason. STATE'S RESPONSIBILITIES 1. Upon receipt of the S86,699.12 payment, the State Agrees that the traffic impacts to state highways by the Developer's proposed Subject Development are deemed mitigated, and the State hereby waives any right to appeal the approval of this project as provided by RCW 43.21C.075 (State Environmental Policy Act). Therefore, IT IS AGREED and understood that this agreement shall be a binding and continuing obligation upon the Developer and all successors in Title to the property which is the subject of this agreement. BY THEIR SIGNATURE BELOW, the Developer and the State certify that they have read each and every provision of this Agreement, including the amount of payment, were negotiated, and that this Agreement was entered into voluntarily by the parties. 2 DEVELOPER STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION o BA 5;' .v y P' r IN Tile: Title: Date: i Date: ACKNOWLEDGMENTS CORPORATE FORM STATE OF WASHINGTON ) )ss. County of ) On this t*� ` day of �?fo %e .l-p-c. , 19 f�', before me personally appeared ,r' ,•fin` �it,,,�j y , to me known to be the D of the caFperat'eyrm that executed the foregoing instrument, and acknowledged said instrument-to be the ree au�vol�ntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that A e is/are authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. GIVEN under my hand and official seal of the day and year last above written. 0%111 1 i trn/�/ G A L(q rint N e) Fig'•:9 Notary Public in and for the State of .._.— = Washington. My commission expires: Z Uof i/,;ZFOF'WAS�` 3 08/27/1998 15:11 4257428130 GARY PARKINSON ARCHI PAGE 07 02/10/1938 13:48 12062593517 (rSpu P4GE 05 �t i Tic WSDOT mitigation requirements for the proposed Inn at Seven Lakes PIL should be at follows: 1. SFL531 & 67th Avenue NE Signalization Fee — S19.12/ADT Irnpact = 115 ADT Mitigation 115 ADT X $19.12/ADT $2.1 8.80 i I 2: SR531 Corridor between 43rd Avenue NE & 61th Avenue NE Fee — S54.40/ADT t Impact = 216 ADT I Mitigation — 216i ADT z S54,40/ADT $11.6.40 3. 171nr1 Street NE (SRS31) interchange Modincattlotu t Fee — S95.79/ADT Impact = 848 ADT 57249,92 Mitigation a 848 ADT x S85.79/ADT — Total WSDOT Mitigation = $86,69.12 i I All or a portion of the above noted 1mpRct mitigation fees may be requlr d by the d�vcloper to offset traffic. impacts associated with the Inn at Seven Lakes PlsTA for state impacted intersections. I If you have any questions, please feel free to call Sincerely, OWERGAARD•ROB I RSON & ASSOCIATES, INC. i Teri ter and i nt/94. 43.EG t I Ir August 25, 1997 "'CEIVED TO: Jayme Gill, Special Accounting AUG 2 7 1997 Department of Budget and Finance 40�RVICES ING & DEVELOPMENT - COMMERCIAL FROM: Deb Werdal, Associate Land Development Analyst Department of Public Works SUBJECT: Smokey Point Properties - 96 109763 CP The applicant of the above-referenced commercial building permit was required to pay $4,800 for the development application review fee as provided in Chapter 13.110,030, f4 The applicant's representative, Gary Parkinson Architects, submitted for technical review on 7/24/97 and paid the required $4,800. The review fee, when taken in by PDS, was incorrectly placed into the account for the Smokey Point Boulevard MRiP. Please make the following transfer: From: 192 3 02 06 702 6712 (PDS Transaction Code 5162) $4,800 To: 102 3 00 06 444 4588 (PDS Transaction Code 5100) $4,800 Please call me at extension 6439 if you have any questions. Attachments cc: Tina Rogers, Programs Engineer Roxanne Justice, Commercial Project Coordinator DPW File 96 109763 CP MEMO.DOC Snohomish County Department of Public Works,Operations&Systems Management,MS 607 Printed on Recycled and Recyclable Paper SNOHOMISH COUNTY COMMUNITY DEV 26B FEES [081 REPORT NUMBER REPT0370 SYSTEM DATE 07-25-1997 PAGE NUMBER 1 SYSTEM TIME 10:23 am ACCT DATE 07-24-1997 ACCOUNT NUMBER ACCTG. PAYER NAME / DESCRIPTION ITRANI REG/RECEIPT TRANSACTION AMNTI DATE ICODEI NUMBER ID 29310510170004 07-24-1997 96109763CP - GARY PARKINSON, ARCHITECTS 5162 02-55795 J $ 4,800.00 --------------- T-O-T-A-L $ 4,800.00 Audit Statistic9: 167 Transactions Read 1 Transactions Selected Created on Register: 01 Selected Accounting Dates: 07-24-1997 to 07-24-1997 [COMMAND LINE:LOWDATE=07-24-1997 HIDATE=07-24-1997 CUSTOM=08] [07-24-1997 to 07-24-19971 Tran Codes Included on this report are: 516# 517# 518# 5000 End of Report •+• PROGRAM: REPT0370 / Ver:94.291_a / Compiled Date/Time-09-22-1994/13:26 / Run Date:07-25-1997 10:23 am->10 23 am. RECEIVED J U L 2 5 1997 LAND USf/RECORDS MEMORANDUM Networked to fiwg August 1, 1997 Date:LL 9 7- TO: Monica McLaughlin Time: i3-aZ Building Review Group (710) >. Department of Planning and Development Services Initials: ii G/ jL Effective: FROM: Bill Briles, Land Development Analyst P Y SUBJECT: CP 96 109763 (Smokey Point Properties) The Department has received the traffic study that the applicant had prepared for Washington State Department of Transportation. This study will have to be reviewed by them. The Department will need,, , their final written comments. r" The Department can not sign off the building permit until the items of the memorandum have been addressed to the satisfaction of the Department. These are as follows: 1. TDM plan with features note in our original memorandum 2. Design of a private road to serve the site with a cul-d-sac and access easement to adjacent properties. 3. Resolution of the sight distance to the north at the county road intersection. 4. Copy of receipt the applicant has paid the additional review fee of$4800.00 CC' file 969763ac/cbp-1/bbw Snohomish County Public Works,Operations and Systems Management_(MIS 607) Printed on Recycled and Recyclable Paper AH SNOHOMISH COUNTY PLANNING AND DEVELOPMENT SERVICES LAND USE SERVICES M/S 710 MEMORANDUM TO: Tom Barnett FROM: Randy Middaugh 7�1/V-1-- Lead Biologist MEMO NO: WR95-039 SUBJECT: Smokey Point Properties Pre-App - P94-4 DATE: January 25, 1995 A. Existing Conditions I conducted a site visit on 1/24/95 to evaluate the potential presence and extent of streams or wetlands on the subject property. Please find below my findings: The soils throughout the site are mapped by the County Soil Survey as Custer fine sandy loam, a hydric soil. Much of the mapped Custer soil in the Smokey Point area however, is not wet or saturated, and is therefore not wetland. The key, is to determine if a site is wet enough to support a wetland plant community. If a wetland plant community is present, the site is, under normal circumstances, a wetland. The eastern half of the subject property has a plant community dominated by drier upland plants. Approximately 650 feet west of Smokey Point Blvd. the elevation drops slightly and the plant community changes to one dominated by wetland plants, principally reed canary grass and soft rush. The area of wetland plants extends approximately 100 feet further to the west, and from the north to the south property lines. At the western edge of the rush and canary grass area begins a disturbed area where log homes are currently being constructed. This disturbed area continues to the west property line. The confirmed wetland area is between 10,000 and 20,000 square feet in size. I was unable to determine if the disturbed area is wetland. A more thorough analysis will be required by the applicant. (See attached markup for approximate wetland boundaries.) B. Wetland Treatment 1. Generally, wetlands greater than 2,500 square feet are afforded some kind of special treatment as environmentally sensitive areas. However, small low value hydrologically isolated wetlands can normally be disturbed provided there is some kind of mitigation. The mitigation can take many forms; e.g., recreating the wetland to a more convenient location on the site; enhanced water quality treatment of stormwater; etc. Page 1 SMOKEY/rlm 2. If, after further analysis, the wetlands are determined to be more extensive, options may become fewer; e.g., enhancement of the existing wetland and buffer areas as mitigation for wetland filling. C. Further Studies Required 1. In order to make a final determination on wetland treatment, the applicant must provide the County with a hydrological monitoring study, documenting near- surface water levels on the western third of the property for a period of at least three months, beginning in March. Any questions regarding study requirements may be addressed to myself. DISCLAIMER: The requirements and comments contained herein are specific to compliance with adopted County plans, policies, motions, objectives, and land use regulations as they relate to aquatic resource treatment only; and do not exempt the applicant from compliance with any other applicable local, state, and federal policies and regulations. Attachment: Site Plan Mark-up Page 2 SMOKEY/rlm 4 * Snohomish County Planning and Community Development Robert J. Drevvel January 6, 1995 County Executive M/S#710 3000 Rockefeller Avenue Everett,Wa 98201-4046 Gary Parkinson (206)388-3311 Gary Parkinson Architects FAX(206)388-3872 2812 Colby Avenue Everett, Washington 98201 Subject: Preapplication review P 94-4 Office complex for Smokey Point Properties Dear Mr. Parkinson: The following is the result of a preapplication review of the information provided for the Smokey Point Properties office complex. Application for the building permit must be made via an appointment with Monica McLaughlin, and must be accompanied by a copy of this letter. Ms. McLaughlin may be contacted at 388-3311, extension 2132. SITE 1 . A landscape plan must be submitted and approved pursuant to SCC 18.43.060(1). This plan must include species, quantity, and size information for all plants used. 2. Submit an estimate of the cost of purchase and installation of the landscaping proposed for the site, for calculation of a landscape maintenance bond. Note that a Certificate of Occupancy will not be issued until this bond is accepted by Planning and Development Services (PDS). 3. Allowable sign area for this site is subject to SCC 18.44.040(2). Identification signs are limited to a total of 273 square feet, and total advertising sign area is limited to 500 square feet. ENVIRONMENTAL 1. Environmental review will be required for this project, pursuant to the State Environmental Policy Act (SEPA) and the Snohomish County Environmental Policy Act. The following items must be submitted for that review: A signed and dated environmental checklist; and Smokey Point Properties Page 1 recycled paper ��; The $550.00 environmental review fee. Note that PDS reserves the right to request additional environmental information depending on the content of any environmental checklist to be submitted. 2. Please be aware that this project is subject to compliance with a number of comprehensive plan policies, as a result of SEPA review. The Northwest County Area Comprehensive Plan, under Section II.E.3., Discussion of Sites, states: "A second Community Business plan designation is located at the Smokey Point interchange on the east side of 1-5. This area was originally included in both the 1975 Arlington Area and the 1983 Marysville Area Comprehensive Plans. On December 11, 1985, by Ordinance 85-091, the County Council revised the Northwest County Planning Area boundary by adding the east side of the Smokey Point interchange area. The Council directed that all relevant policies of both the 1975 Arlington Area and the 1983 Marysville Area Comprehensive Plans relevant to this area be incorporated into the Northwest County Area Plan without chaDZQ. (Emphasis added) A list of the relevant policies referred to in the preceding paragraph is enclosed. Please contact Tom Barnett at 388-3311, extension 2997, if you have questions about the environmental review requirements, above. DRAINAGE 1. Submit a drainage review fee of $0.023 per square foot of impervious surface, plus a $250.00 base fee. Note that a drainage inspection fee of $0.023 per square foot of impervious surface will be required prior to permit issuance. 2. Submit a grading permit application, two copies of a grading plan, and the grading permit fee of $0.33 per cubic yard, plus a $200.00 base fee. 3. This project may be subject to review by the Washington State Department of Fish and Wildlife (DFW), and subsequent requirement for a Hydraulic Project Approval (HPA) permit. Should the DFW require an HPA, the storm water management criteria may be different than that required for a building permit. Contact the DFW at 339-1718, and have them complete the enclosed "Hydraulic Project Approval Notice". Return the completed Notice at the building permit submittal. If you have any questions about the drainage requirements above, contact Jim Alderman at 388- 3311, extension 2163. Smokey Point Properties Page 2 WATER RESOURCES 1 . The property is not identified on the comprehensive plan map as a watershed - site sensitive area. The county's Aquatic Resources' Stream and Wetland Map Atlas does not show any aquatic resources. Be aware that a wetland biologist will visit the site as part of the first review of any application. 2. If wetlands were to be found on this property, a conceptual wetland mitigation plan is likely to be required prior to issuance of a threshold determination pursuant to SEPA. A detailed wetland mitigation plan is likely to be required prior to issuance of building permits, in the event wetlands are found on the site. If you have questions about the Water Resources comments above, contact Randy Middaugh at 388-3311, extension 2306. TRAFFIC Please see the enclosed memo from Bob McEwen, Land Development Analyst for the Department of Public Works. Mr. McEwen can be reached at 388-3488 if you have questions about Public Works requirements. BUILDING 1. The assumptions cited under "Building Criteria" on Sheet A-1 are acceptable. 2. Submit two complete sets of architectural and structural plans, and accompanying calculations. Please note that structural drawings must bear the stamp and signature of a civil or structural engineer, licensed in the state of Washington. 3. Submit two copies of a Non-residential Energy Code Compliance Plan. 4. Please note that a plan check fee will be required at the time of building permit submittal, and will be based on the estimated value of the proposed structure. If you have questions about the building requirements above, contact Tim Nordtvedt at 388-3311, extension 2191 . FIRE 1 . The materials submitted for the preapplication review are suitable for the building permit application submittal. Smokey Point Properties Page 3 If you have questions about the fire requirements above, contact Stan Smith at 388-3311, extension 2182. DIS lA..�_ IMER The comments above reflect Planning and Development Services' concerns and requirements based on the information provided. They cannot and do not represent potential code revisions that may occur between the time of this review and formal application for a rezone and/or building permits. PDS has sought to avoid any error or omission of present requirements. Should review of a formal rezone or building permit application disclose the need for additional information and/or requirements, such action will be based upon minimum code and policy provisions in effect at the time of such submittal. If you have any questions about the preapplication review comments contained in this letter, please contact me at 388-3311, extension 2997. Sincerely, Tom Barnett Zoning Plans Examiner enc: memorandum from Bob McEwen, DPW list of comprehensive plan policies Smokey Point Properties Page 4 M E M O R A N D U M December 9, 1994 TO: Monica McLaughlin, Commercial Building Permit Coordinator Planning and Development Services FROM: O' Department Bob McEwen, Land Development Analyst of Public Works SUBJECT: P94-4 - "Smokey Point Properties" - Pre-Application Review Preliminary Review Comments The Department of Public Works (DPW) has reviewed the submitted pre-application review form and plans for compliance with Titles 13 and 26B, SCC. The following is a summary of issues that have been identified during this pre-application review. 1. Road Access and Design: A. It is proposed to serve this development with a commercial driveway through the 30-foot panhandle to Smokey Point Blvd. This would be immediately adjacent to the driveway for the existing business to the south. A single joint access should be established to serve both properties. DPW will require that cross easements be granted to allow joint use of the single road/driveway, constructed to the standard appropriate for the expected joint traffic volumes. B. The access should meet the commercial driveway specifications of DPW's Engineering Design and Development Standards (EDDS) , except for modifications required to conform to the recent Smokey Point Blvd. road improvement project. The applicable standard drawings are 6-110 and 6-120/6-122. �- C. An acceptable emergency vehicle turnaround must be established at the end of the private road/driveway. Standard Drawing 6-010 is applicable. ' D. A sidewalk will be required from the buildings out to Smokey Point Blvd. to accommodate pedestrian traffic. Comments will be solicited from Community Transit, including the need for a bus pullout along Smokey Point Blvd. E. Cross easements for access should also be established with the commercial development adjacent to the north. This development will consist of motels, multi-family residential units and retail businesses. There should be a free flow of traffic between these properties so that people are not forced to drive Snohomish County Public Works, Engineering Operations, Mail Stop 1607 Printed on REcycled and Recyclable Paper Monica McLaughlin 12/09/94 - P94-4 Page 2 out to Smokey Point Blvd. and then back in to access these adjacent developments. 2 . Sight Distance: Per Table 5-130 of EDDS, an urban intersection of a private commercial driveway with an arterial street must meet the "higher volume intersection sight distance" requirement of Table 5-4. For an operating speed of 40 mph (40 mph posted + 0 mph modifier per County Engineer determination) , the required sight distance is 575 feet. Given the recent improvements to Smokey Point Blvd. , the assumption is made that adequate sight distance will be available at the driveway access point. Confirmation that no signs, fences, etc. obstruct the line-of-sight will be required as part of the site review. 3 . Future Road Circulation: This issue has been addressed through the above requirements for cross easements with the adjacent parcels. 4 . Traffic Impacts/Mitigation Measures: A. Traffic Study: A full traffic study will not be required by the county. However, the Applicant may find it advantageous to prepare an average daily and peak-hour trip distribution to resolve other county requirements that are discussed below. The Applicant should contact DPW for discussion before proceeding. The Applicant should be aware that the Washington State Department of Transportation and/or the Cities of Arlington and Marysville may request a traffic study upon notification of the development application. These jurisdictions may request mitigation for impacts to their road systems. B. Smokey Point MRIP/RID No. 24A: This development is located within the boundaries of the county's 1992 Smokey Point MRIP/RID No. 24A. The traffic mitigation requirements applicable under SCC Title 26B do not apply; mitigation obligations are met through participation in the RID. C. 169th St. Signalization Project: The intersection of Smokey Point Blvd./169th St. NE has already been identified as meeting warrants for signalization. This development will impact the intersection, although the extent has not yet been determined. Traffic studies from nearby proposals may be used to determine an average daily trip (ADT) Snohomish County Public Works, Engineering Operations, Mail Stop #607 Printed on REcycled and Recyclable Paper Monica McLaughlin 12/09/94 - P94-4 Page 3 impact or the Applicant may desire to submit data as a limited traffic study. Mitigation of this impact would be required under SEPA rather than Title 26B or the Smokey Point MRIP/RID. 5. Drainage: Infiltration systems are typically used for drainage in this area. Drainage swales will need to be incorporated into the design plan. Additional details may be specified by DPW's Surface Water Management Division. cc: File s:P94-4prc/012/rsm Snohomish County Public Works, Engineering operations, Mail Stop #607 Printed on REcycled and Recyclable Paper Northwest Cc hensive Plan Comnrercia l Policies : rd Prevent str lr il c-•Inmarc al Cep elof:ment along sere°3t_• ar d, hiabit•J-.'/E ' p The design and location of all commercial sites should provid E: _are and adeq"—,a roar, access �Ilcj should avclt] Qr m1t'_e;:3ln impacts on adjotr ing LISP--— Public Services and Facilities Policies: "F,,eq'.!i i•e major projects to carefully eJaluate th•31r potenCic;i :n,n- actS or, the water supply, shoring their water demand, Proposed �:upp l y 'System, • and monitoring program:, and relating tha i L r:Gl ngs of ex.,stine agiji4er studies to th-eir project and its iiri,1lc::':fit. P5: "t•aew residents , businesses , and industries should contribute :heir fair share toward mitigating identified impacts or, public facilities . " Transportation Policies: P4 : "Control and, if necessary, limit access onto artarials to protect the arterial function of such streets. per : adeguat:_= right-of-way widths in all Projects a`-uttine count,,/ or stare roads consistent with the county's arterial Plan. " Environment Policies: P5: " insure that all development complies with the count•y's drainage ordinance in order to control erosion during construction, control the volume and rate of run-oft , trap poilucants before: they enter water bodies, and maintain drainage stru!_-,tur=s. Plo: "insure that -land is developed with respect for its natural ar.tributes rather than attemr,ting to overcome its natural constraints. : pll : "Design developments so they will require a minimal amount �-# grading and removal of vegetation. " Open Space, parks, and Recreation Policies: Pg: "To -the extent possible, new development she-uld provide a;,,' maintain recreational facilities for the use of residents or employees . " Marysville Area Comprehensive Plan Papulattion Growth P011ci.6s: P-3: ilake new growth compatible with 1.3nG uses. .. Commercial Land Us= Policies: P25: "Prevent the proliferation of strip cc.!mercial a r'eas- along roads r and highways . " P : 'The 10(::ation and da_lan of all comMerc131 czjtea should Prcvld2 sage and convenient access, for all custOtner•_. employers, :n-d .-_!p l l e r•'s . " PZ=t: "All commercial sites should be located and djss'-_;riarl to mini mlZ the negative effects ( traffic, noises7 lights: etc. ) of these activities on adjacent land users. " Public Services and Facilities Policies: P38: "Suburban or higher , density residential , commercial , or industrial developments should only be appro"�ed if sanitary se-per service can be assured. " - t�,81;210p rs should provide storrriwat---. dr alna e p1Zn:� _ an,: J : c t t t^ tom' 7 a n'd c.T L.e r facili ti-Bs so that stormwater r-.t : . rin:. construction prevents destruction of pri .,ats prorerry, disruption of natural drainage, and degradation of water' rescurce_ and quality . " Transportation Policies: PSL : "�-'ri7`:lda_ for the safe an!y effic3eflt rri0` am.ent Or pe(J'cstr 1.3r) :xn..`f -bicycle traffic Wit.il. enrphas"is or. schocl areas, p•:er'k sites , Points. or congestion . Environmental and Resource Management Policies-. 060: "Encourage the management of stor•m1water rLnoff and uroan drarinaca to protect the m.,n-made and natural environment-" r '1 tment whZch minimi�-s '_rr:_nact'= on s'!['1'.3c� ruFl-Lf F i=�1 : "=rlcour:�g iev:: o;� -and drainage patterns anJ Utilizes natural drainZ'ge s;=•Ste(fis possib1a "Insures. the.tt all developments comply :iitr: tf'tE° t:Ot:r:c- �•ir:a . d c.rinanC- In order to con.rol erQ_lon during cOr(5':r".':�f1Gtin control the VO1UM(z_ and or r•unGi ►,'foie Tipsy Later water :,odies and to enainta:r+. jra.�nae? strt�cc!r'es- Arlington Area Comprehensive Plan onl,�ar_ial t_and Use Po_iciec..: "The pr'olif•Brati ,n of strip: c'ommarci- 1 .reas aior:g roads _.L!-• highways .and ti IC ��velCPMent C•T Co�1T� 1'C_3� Jlf'. " pOOrl relate " C) surrounding laand usies, s`l(]l!ld "Ve strongly "The design and location of all wit s- sh';uld provide . � 1 v nient �ii!� sa.-tom access for r!!=;.:,me. e:nr-1C ee:_ a,'!('ter' C�nl�: ' H,tjor cor:lrtler vial `- �1 �_)prt1P_nr;� s6:oulr _ = et_r:g a: d i: ' anned public transpoi-Lat.ion services. "All commercial developments should' be carefully located a.nd designed to eliminate or minimize the adverse impacts of heavy tr'af f i c volume and -=ther related pro blem=. oil surrounding lard uses. Environmental SystcmS r-'o11Cles: J. The design of urban uevelopmenL shoulc incorporate utili=aZicn of natural drainage patterns and measures to minimize car entrap pollutants befcre they enter surface wa*er's. Natural Resources Polic1es: S. "the intgrif\, of all water resources should be �.rotL-ct d ?.n' c maintained . ' Community Facilities p iDlicies: 9"y "uQ%IeLopers should be required to provids plan- and faci_itie_ Tor storm water drainage normally required in subdivision. any other' types of land develop•ment. ' BUILDING NARRATIVE SMOREY POINT PROPERTIES NOVEMBER 17, 1994 The 103 , 827 square foot building is comprised of three major portions. The center portion is a single story containing retail sales and, possibly, a restaurant. The end-portions are identical four story towers with mixed use retail/office on the main floor and office space above. The construction will be steel frame with steel stud walls, and concrete floor slab over steel joists. The exterior of the building will feature a Dryvit finish with horizontal bands of windows. The 45 foot maximum height and the setbacks in the upper portions of the building create an aesthetically pleasing project. N 0 V 18 1994 LCC/COUNTER COMMUNITY DEVELOPMENT _F51 �� --' - ~-� ^ ^ " TTLL P R O P E R T Y S Y S T E M I N Q U I RY S C R E E N AT LEAST ONE OPTION MUST BE SELECTED . . REAL PROP X 'ACCOUNT/PROC NBR 293105-1-017-0004 �- LID _ INTEREST DATE 111894__ OPTIONS: NAME/ADDRESB x LEGAL x ASSESSR/XREF x TREAS INFO _ . . ' 94 00 7. 919. 35 7. 919. 35 . 00 . 00 456703 11/03/94 LEGAL DESCRIPTION ROD COMMUNITY DEVELOPMENT O T OANI SV3HI X A38X/iSS3SSV X MOB! X SSMaOMWON HSNO!ld(:) WSITT 3AVU 1.S3U31Nl (I 1-1 1000-LIO-T-90126Z :{UN OMWINn000v x do8d lv3H a313373S 3G ISO NOUdD 3NO iSV31 IV N 3 3 8 3 S Ad i n 0 N 1 W 3 1 S A 9 A I A 3 d 0 U d 1111, Cl --LOCI —INUM013A30 AllINImmoo 7,/ HhNnomal r 4661 g 1 AON a 113 G i s s 3 /k-I.Zli CH.. N 0-117) 3 F-Ii li 'I'A 1*\l tx../T:,1I\l GS Nl 1',l I-11.11M I A. r,7,71 1- - -, LN 1 0.1 J_._-J"],e.' Z,T Z, a8 03 GES N-1 M 0..I_ 1\4 1-1 L 17 1 (:IS 17/T ,:-I r 1 17 1:Ej E. 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Ta ) pinotle dd}18 uo vx uo eauvuaIuivw vnoxobja putt 01jewal"Ao buiaanpttoa pue oeaiaawad uojaanxjeuoa e;vjadoadds buizTiTait A8 •senutti eaut?uaaujiw puv uoj-4at►x:,vuoa oa Novq psova; eq ue1Io upa Aiaedoad uojaaunl oa ddHB uoT;Qaaii7 purr u0IIvAIIT7uj Io eaniTel ey.L ' HDHVH3ZHIVH QHY NUIZO/1usHUO S'E-III a •s.rrtotl it urg7rn (s)w.roas u6rsop oq� Fa-i7TTJ T AJIa7Pldwoa ilrn dug aqa avga '.xanenoq '6ur211sua 'duf7 aqa )o suorquewF u6 96 r eq7 doranap 07 paaanpuoa e p q prnogs 6uranoa ood I tenor v 7urod &Tq; aY •06v�s ;o F auapuadapur e6.�vtlasrp aq? 6uFyvw enq� / 04 rvnbe atje�pv.r6 arrnv. Pfq aq� aas 04 2oldwle eq Avw 4r sasodind ubTsep .rot avga e4011 Ohs L6•L' I so/► AIIs17 --IL. I 0't Z L? QF'Z% •6-F' I s' I 7F/ Ch'6S f' I 011 9,0 0 h7,9S 011 0'0 -------------------------------------- S 0 r (o•/ R wn ssy> raq prnon sdrg6u0r7vr02 obavtlasrp-a6va6 pus abawilasrp-e6vas eq:; jo waoJ zvrngv7 oy.L ! ' �• .ct . u zFS�QuFwT�a��}8 I••1 .,. . .i' q r ZLZ + •°'8 �� .10 'I'0 v q r 0g9 - or:)va Pron r q r `Y - S ;aq prnon drgsuoTIVTOr obvaoas-obvas oqz aFysuoFa o - • �a�� y �h�l'9S - 0 . Of .l --------- w P; 0/ + q `Y v 7 + Y • `... . :senr6 uoravnbe s Aaxv u t t7 ]� O aoJ 6uFnros. 'aJ •bepB9- 'Z ,0jr- we-TV oavjjns woaaoq ..••y o)% alias O/,Fewnssu � � )o wnwrxvw _ argvFxvn - R ; xq/ar F9,90'O — . . : {it; .znoq/settaur a .� O'Z v s''0 - Pj snga '.Inoq/sotjauF Q 'Z*- I 00•/ 7 -710 � �73�-fib' HIM QNAOS 13Dnd 311.E HOA gvnNvli 1N3N3DvNYK HaIVA"Od.S BUILDING NARRATIVE SMOREY POINT PROPERTIES NOVEMBER 17, 1994 The 103 , 827 square foot building is comprised of three major portions. The center portion is a single story containing retail sales and, possibly, a restaurant. The end-portions are identical four story towers with mixed use retail/office on the main floor and office space above. The construction will be steel frame with steel stud walls, and concrete floor slab over steel joists. The exterior of the building will feature a Dryvit finish with horizontal bands of windows. The 45 foot maximum height and the setbacks in the upper_ portions of the building create an aesthetically pleasing project. N 0 V 1 8 1994 LDC/COUNTER COMMUNITY DEVELOPMENT To : Tom B"- - -LLCwCom-Dev@SnoCo Cc : BCC : From: Randy Middaugh@Com-Dev@SnoCo Subject : Smokey Point Properties P94 Date : Friday, March 10 , 1995 15 : 24: 33 PST Attach : Certify : N Forwarded by : --------------------------------------------------------- Gn 3/1 /95 I made a site visit with Ralph Monte and his wetland consultant to determine the potential existence and extent of wetlands on the property . After digging several backhoe pits it was determined that only a small wetland existed east of the log home construction area. The remainder of the site had hydric soils imported many years ago making it appear to be a wetland . The existing wetland is too small to be of any concern to our department. x BUILDING NARRATIVE SMOREY POINT PROPERTIES NOVEMBER 17, 1994 The 103 ,827 square foot building is comprised of three major portions. The center portion is a single story containing retail sales and, possibly, a restaurant. The end-portions are identical four story towers with mixed use retail/office on the main floor and office space above. The construction will be steel frame with steel stud walls, and concrete floor slab over steel joists. The exterior of the building will feature a Dryvit finish with horizontal bands of windows. The 45 foot maximum height and the setbacks in the upper portions of the building create an aesthetically pleasing project. � -1y Y9 ' 1 N 0 V 1 8 1994 LDC/COUNTER COMMUNITY DEVELOPMENT OPTIONAL PRE-APPLICATION 'REVIEW REQUEST Snohomish Count Community Uevelccrre-t Y Pre-acclication Num er : Operations_ Section ' 3000 Rockefellor, M/S 710 Everett, Washington 99201 Contact Person LT' Date Iv (all '_correspondence to this p rscn cnly) G mailing Address/Phone �� • _' t : Description of Project _ Project Address LVa Note: All pre-application review request muss t be accompanied by the materials indicated on the ` Minirtium Submittal Requirements checklist below. The $400.00 'pre-application review fee must be 'included with the request. Pre-application "review requests i . submitted ,without payment will -be returned by first class mail . MINIMUM SUBMITTAL REQUIREMENTS I . Twc copies of a site plan is i;:ciude: SQ �� Xuired: -- - ,�a � vicinity map ✓ - X AC6 • �`2-93 05-1-017-00oj- ta,e account number_ --d ls_al description J contact person narye. a_cress., and phone numberL1___1 NOV 1 8 1994 north arrow, scale, and date of preparation property line dimens:c,is �� { LDC/COUNTER proposed bui ldina 1ccation COMMUNITY DEV access indicating i,�_:es and egress i Tonal : - location of any ea _=ients * existing building lccatiors yOF,<)STIA)6�-- � * parking area(s) :r,cludin stalls, -aisles, an� circulation routes NAB landscape areas * water main size and lccation serving property * fire hydrant locatic,.is (existing and proposed)_ septic drainfield ar.4 reserve area (if applicable) - * wetlands,- water bcd:es, streams_�06.'fE biofiltration swates?dstertion facilities - * pre- and post-develccrent contours NOTE: The analysis provided can cr.iy Ee as coed as the inn_formaticn submitted. _ The optional in-2 r„ation listed above V-i1l �enab1 Commdnity The furnish a more sNecifi_ pre-application review._ --- H . * Pre-application review red!-es: form Ll' * Building narrative (e.g. , describe uss, cons t ruction, height) * Grading and drainage narrative (e.g. , ' type o; retenticr,tl__� �-� stem, water quality meal: -=s_ location / amcunts Cf fill ) Dore-application fee * List of scecific concerns about the project 98/27/1998 15:11 4257428130 GARY PARKINSON ARCHI PAGE 07 02/,10/1998 13,48 12062593517 t7,RO PAGE 05 I i The WSDOT mitigation requirements for the proposed Inn at Seven Lakes PIL sliould be as follows: s 1. SR531 do 67lh Avenue NE Signalizatlon ! Fee — S 19,12/ADT I . Impact = 115 ADT Mitigation 115 ADT X S19.12/ADT $2,1 8.80 s + I 2: SR531 Corridor between 43rd Avenue NE I1r 67th Avenue NE Fee �- S54.40/ADT Impact = 216 ADT Mitigation s 216 ADT x S54.40/ADT o S11.60.40 ' 3. 172nd Street NE (SR531) Interchange Modlflcatlom, i+ Fee — $85.79/ADT Isnpact — 848 ADT Mitigation a 848 ADT x $85.79/ADT S72�II�4Q,92 Total WSDOT Mlllgatlott = S8G,G99.12 i I All or a portirm of the above toted impact mitigation fees may be requir d by the developer to offset traffic. impacts associated with the Inn at Seven Lake, Plaz�for st ate impacted intersections. I t If you have any questions, pleasc fccl free to call. Sincerely, I OSTERGAARD•ROBINSON Sc ASSOCIATES, INC. t t I Tern ter and nV94. 43.EG I DEVELOPER STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION 1 �•; / '/�'� 1./-G-c.L� �.T pec ire --i—, Tile: Title: , - 5 / �:71��5 �•% �� Date: i Date: C ;� ACKNOWLEDGMENTS CORPORATE FORM STATE OF WASHINGTON ) )ss. County of ) On this day of 19eq, before me personally appeared yF`Ko h/,,j Ty , to me known to be the ,)wlye,e_ of the c Ey�that executed the foregoing instrument, and acknowledged said instrument-to be the reeVo untary act and deed of said corporation, for the uses and purposes therein mentioned and on oath stated that _ A P is/are authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. GIVEN under my hand and official seal of the day and year last above written. i i • �� 9 F GN �7f/ f rint N e) :`oo �pSARy :9 Notary Public in and for the State of —�— = Washington. My commission expires: o:,z i�v*F0F'W10`�� 3 WHEREAS, the Developer and the State desire to mitigate impacts to the State highway facilities identified in various reports concerning the Subject Development by the Developer contributing the sum of money indicated below; which the Developer and the State agree is the Developer's prorata share of contribution to state highway improvement projects which would mitigate impacts to the State highway facilities caused by the Subject Development, and the cumulative effect of the Subject Development with other developments. NOW, THEREFORE, the Developer and the State hereby agree to do the following: DEVELOPER'S RESPONSIBILITIES 1. The Developer has elected to pay a traffic impact fee of $86,699.12 to mitigate this development's traffic impacts to two state highway projects within the county's TSA for this area. The Developer agrees to pay the $86,699.12 as mitigation for his development's traffic impacts to state highways. 2. The Developer Agrees to pay directly to the State the above mitigation fee of$86,699.12 by delivering a bank check payable to the "Washington State Department of Transportation", to Donald Hurter, supervisor of the Developer Services Section at the time the occupancy permit is issued for this development. The Developer agrees that this sum represents the Developer's prorata share of traffic impact mitigation costs for the above mentioned reason. STATE'S RESPONSIBILITIES 1. Upon receipt of the S86,699.12 payment, the State Agrees that the traffic impacts to state highways by the Developer's proposed Subject Development are deemed mitigated, and the State hereby waives any right to appeal the approval of this project as provided by RCW 43.21C.075 (State Environmental Policy Act). Therefore, IT IS AGREED and understood that this agreement shall be a binding and continuing obligation upon the Developer and all successors in Title to the property which is the subject of this agreement. BY THEIR SIGNATURE BELOW, the Developer and the State certify that they have read each and every provision of this Agreement, including the amount of payment, were negotiated, and that this Agreement was entered into voluntarily by the parties. 2 r � VOLUNTARY SETTLEMENT AGREEMENT TO MITIGATE IMPACTS TO STATE FACILITIES PARTIES Developer, Smokey Point Properties (hereinafter referred to as "Developer"); State of Washington Department of Transportation (hereinafter referred to as "the State") SUBJECT DEVELOPMENT ff � / Na Tl ��C /"�/ / 5 Inn At Seven Lakes Plaza; County File No. 98109763 9G-J/D4r�3 ,..rode ly w 7 /I'coq 7" WHEREAS, the Developer proposed the construction of the above- e ed V Development"; and, "Subject WHEREAS, certain reports and other documents have been prepared by or on behalf of the Developer identifying certain impacts to the highway facilities of the State if the Subject Development were to be constructed; and, WHEREAS, Developer and the State agree that identified traffic impacts arising from the construction of the Subject Development will have significant adverse environmental impacts on State highway facilities if these impacts are left unmitigated;and, WHEREAS, the Developer and the State recognize the State's authority under RCW 43.21 C.075 (State Environmental Policy Act) to appeal or otherwise challenge the determinations of the local government pertaining to the non-significance of developments which in fact have unmitigated impacts upon the state highway facilities; and, WHEREAS, the State and Developer recognize and agree that the State has the right to condition the issuance of access permits upon the mitigation of conditions or potential conditions effecting the safety and efficiency of its highways pursuant to RCW 47.50; and, 1 UC 35 0 0 Eve a WAf ller Ave_Ms 604 Snohomish County Planning and Development Services 8201 1-800-562-4367 (425)388-33t3_ Grading Permit - Commercial Assessor Property Tax #: 293105-1-017-0004 Permit # 96109763 CG Site Address: 16710 Smokey Point Blvd Arlington 98223 Expires: September 22, 2000 Issued: September 23, 1998 By: scddjg Type: Work Proposed: Permit Description: Fees paid under 96-109763CP Owner: Smokey Point Properties 16404 Smokey Point Blvd Suite 301 Arlington WA U.S.A 98 (360) 653-4555 xo W Sec Twn Rng: 29-31-05 16th:8 Lot:2 Subdiv.:SP213-75 Zoning:GC Ref File # 96109763 Exc. Cu Yds 6800 Fill Cu Yds 11,700 Related Permits 96-109763CP T All site work must comply with Chapter 33 of the Uniform Building Code, Title 17 and Title 24 SCC. The permittee must notify the Snohomish County grading inspector twenty-four(24) hours prior to the beginning of the above described work. Should building be contemplated, all requirements of the Uniform Building Code (as adopted and amended by Snohomish County) shall apply. The permittee, or his agent, shall notify the grading inspector when the grading operation is ready for final inspection. Final approval shall not be given until all work, including installation of all drainage facilities and their protective devices and all erosion control measures, has been completed in accordance with the final approved grading plans, specifications, attachments and conditions. Copies of the approved plans, specifications, attachments and conditions shall be available on site at all times during construction. The permittee, successors or assigns, agree to protect Shohomish County and save it harmless from all claims, actions or damages of every kind and description which may occur or be suffered by any person or persons, corporation or property, by reason of the construction, installation, maintenance and use of said earth fill or excavation. ISSUANCE OF THIS GRADING PERMIT DOES NOT IMPLY APPROVAL OF PERMANENT DRAINAGE DESIGN NOR AUTHORIZE CONSTRUCTION OF WORK WITHIN THE PUBLIC RIGHT-OF-WAY. The permit shall be posted in an easily visible location on-site at all times during construction. CALL 388-3385 FOR INSPECTION —24 HOUR ADVANCE NOTIFICATION REQUIRED. BY: N, dam/ Date 0 Apoiica t or A licant's Representative File Copy COMMERCIAL PERMIT CONDITION PAGE COMMERCIAL PERMIT#: 96-109763-000-00-CP ASSESSOR PROPERTY TAX #: 293105-1-017-0004 PROPERTY OWNER: Smokey Point Properties APPLICANT: Ross Jameson Gary Parkinson, Architects SITE ADDRESS: 16710 Smokey Point Blvd Arlington,WA 98223 TRAFFIC 1. Applicant shall obtain a Type B5 Right-of-Way Use permit for lane closure from the Department of Public Works prior to construction within the County right-of-way. Application shall be made at least 15 days prior to proposed construction date. 2. Sight distance at intersection of private road and Smokey Point Boulevard shall have been provided and verify by DPW before occupancy. 3. Private road shall have been constructed according to approved plans prior to occupancy. 4. Provide evidence that $86,699.12 has been paid to WSDOT before any Certificate of Occupancy. 5. Prior to Certificate of Occupancy record a common access agreement with adjacent property, "EAGLE". QUESTIONS - CALL BILL BRILES AT (425) 388-3488. DRAINAGE 1. Prior to building occupancy final drainage inspection approval will be required. Section 24.12.160 SCC QUESTIONS - CALL JIM ALDERMAN AT (425) 388-3311, EXTENSION 2163. SITE 1. Site improvements shall conform to approved site and landscape plans. 2. All parking and landscape areas shall be installed, inspected and approved per approved plans prior to occupancy. 3. A Landscape maintenance bond for 20% of verified installation costs shall be accepted by Snohomish County prior to occupancy. 4. Signage shall be reviewed and approved under separate permit. QUESTIONS -CALL MONICA MCLAUGHLIN AT (425) 388-3311, EXTENSION 2144. Subject to issuance and expiration date on Permit# s:Vormbank\1000\1095.doc To: Sue Richardson@Com-Dev From: 'Debra J. Werdal@PW1 Cc: Monica McLaughlin@Com-Dev Bcc: Subject: re: 96-109763 (Smokey Point Properties Attachment: Date: 11/14/97 2 : 54 PM Bill didn't send a comment memo back on the last tech review. The items he needs are the same as those addresed in his 8/1/97 memo. 1. A separate TDM plan is needed with the on-site design features depicted as indicated in DPW's 12/18/96 memo. 2. The design issue regarding the private road to serve the site with a cul-de-sac and access easement to adjacent properties still needs to be addressed. 3. A plan and profile showing how adequate sight distance can be obtained to the north at the county road intersection. It is my understanding that Susan has not approved the construction plans yet. Please confirm if that is correct. Thanks. Deb Original text From Sue Richardson@Com-Dev@SnoCo, on 11/14/97 7 :07 AM: Deb - This project is ready to go back out to the applicant after Monica reviews it since all reviewers have signed off except Bill Briles. Susan has reviewed and returned the plans on 10/31. I know Bill's memo usually follows or is with Susan's signed off plans, but in this instance, I haven't seen one. Did I miss it? To: Sue Richardson@Com-Dev From: Debra J. Werdal@PW1 Cc: Monica McLaughlin@Com-Dev BCC: Subject: re: 96-109763 (Smoky Point Properties Attachment: Date: 11/14/97 3:15 PM One other thing on this. We sent the traffic study that was provided for this project to WSDOT at their request, however. the applicant should know that the WSDOT requested level of service analyses at any state intersections impacted by 10 or more peak hour trips and the study did not provide such analyses. Original text From Debra J. Werdal, on 11/14/97 3:01 PM: Bill didn/t send a comment memo back on the last tech review. The items he needs are the same as those addresed in his 8/1/97 memo. 1. A separate TDM plan is needed with the on-site design features depicted as indicated in DPW/s 12/18/96 memo. 2 . The design issue regarding the private road to serve the site with a cul-de-sac and access easement to adjacent properties still needs to be addressed. 3 . A plan and profile showing how adequate sight distance can be obtained to the north at the county road intersection. It is my understanding that Susan has not approved the construction plans yet. Please confirm if that is correct. Thanks. Deb From Sue Richardson@Com-Dev@SnoCo, on 11/14/97 7 :07 AM: Deb - This project is ready to go back out to the applicant after Monica reviews it since all reviewers have signed off except Bill Briles. Susan has reviewed and returned the plans on 10/31. I know Bills memo usually follows or is with Susan's signed off plans, but in this instance, I haven't seen one. 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STQ glivaH gSTWogouS 0TIZ dD-£9L601-96#Ioafo.Td u012Tzrl.Tv `•pnlg luTod XONO TS OIL91 `jumnulsoNdpoluoD 03u0J0JuOD/g0IoH `pasodozd :IoofgnS sooTAJoS juowdolanaQ puu Buiuuuld XjunoD Tlsiu.TogouS 8661 `£gOJuW JaolIJO glP9H 3939-6SS (9Z-V) :401 b92;9-6SS (9zb) XeJ .H.d.w '.a.W 'sPUIH PJUM M OLZ9-66S (9Z ,) OSz9-66S (SEV) 006E-1Oz86 VAA '11aaan3 101blSla t,01 alinS 'anuany aa�onu 0z00 HI-IV3H uOisinia 4I1COH Ie}uauauoainu3 HSIINOHONS E-i E-i IN LQ 1 a 1 1 w l i � I C� -e 9� \ w l Qk E-4 ` � I � L � l , w � � IN rill E, U n i 1� � L �\ a J l �N U � N \14 l cw 1 v La . � G {J U W � �.3 �'` a I � W z - k7 \ w r I Ir ul E-H 0 I SNOHOMISH COUNTY PLANNING AND DEVELOPMENT SERVICE 444k ANNUAL CERTIFICATE OF OCCUPANCY Tax Account#: 293105-1-017-0004 Expires: September 25, 2000 Occupant: Hawthorne Inn -Suites Site Address: 16710 Smokey Point Blvd ^- Arlington WA 98223 OWNER: Smokey Point Properties Owner Address: 16404 Smokey Point Blvd Suite 301 sprinkled Arlington WA 98223 Remarks: SCFD #12. Permanent Certificate of Occupancy issued upi _ _f all special conditions by Snohomish County. This Temporary ui uccupancy for lobby, 1 st and 2nd floor of hotel only. Wet sprinkler system and monitored alarm system in INSPECT�ac�racy Justice Date: July 26, 2000 BY: Building Official or Fire Marshal POSTING: The Certificate of Occupancy shall be posted in a conspicuous place on the premises and shall not be removed except by the Building Official or Fire Marshal Ref. File#: 96 109763 Bldg. Permit#:96 109763 HAS BEEN INSPECTED AND THE FOLLOWING OCCUPANCY THEREOF IS HEREBY AUTHORIZED: General Use Unit Sq.Feet Occ Class Occ Load #of Exits Floor Load Hotel Ist 12,000 R-1 42 2 Hotel 2nd 14,135 R-1 70 2 40 Lobby 4,000 B 40 2 4fpO 'o-q SNOHOMISH COUNTY PLANNING AND DEVELOPMENT SERVICES ANNUAL CERTIFICATE OF OCCUPANCY Tax Account#: 310529-001-017-00 Expires: October 31, 2000 Occupant: Hawthorne Inn _Suites Site Address: 16710 Smokey Point Blvd Occ Group: R-1, B Arlington WA 98223 OWNER: Smokey Point Properties Use Zone: GC Owner Address: 16404 Smokey Point Blvd Suite 301 Type of Bldg.: II-1 hour sprinkled Arlington WA 98223 Remarks: SCFD #12. Permanent Certificate of Occupancy issued upon completion and approval of all special conditions by Snohomish County. Wet sprinkler system and monitored alarm system in place. INSPECTOR: Tracy Justice Date: ugust 31, 2000 BY: *� 'Buil OfficiMrre Marshal POSTING: The Certificate of Occupancy shall be posted in a conspicuous place on the premises and shall not be removed except by the Building Official or Fire Marshal Ref. File#: 96 109763 Bldg. Permit#:96 109763 001 00 HAS BEEN INSPECTED AND THE FOLLOWING OCCUPANCY THEREOF IS HEREBY AUTHORIZED: General Use Unit Sq.Feet Occ Class Occ Load #of Exits Floor Load Lobby/Pool Area 5,200 B 374 2 Hotel Ist 12,000 R-1 42 2 Hotel 2nd 14,135 R-1 70 2 40 Hotel3rd 14,135 R-1 70 2 40 Hotel4th 14,135 R-1 70 2 40 �Q Hawthorne Suites & Inn 97-109763 1. Drainage Revisions — revised plans, rev ew and approval required. Repair incorrectly installed drainage system. S Yw�J4-5 aer �"`/��"�� w 2. Landscaping not installed per pl n. Viability of I ndscaping thit ha$ beeeri., P installed is in questions h�' °i''� �/ 3. TDM access/sidewalk have tre�-% planted wher accessibility required (eas�side� of main entrance) C�r,..P/)/w r O j 14, .� OY 5. Finish striping parking stalls A-Q 7(ijiir�� jpMtt • SSI" T�tG d7 2C--A c�.. C4-(r 4+, 15 tin---S bl J-olq Ons/^D -- /9\AA "I,- Ats C 1`�� lza (?,4 or /� ,.� 3Q �� s• r �e Ilk r �� ENVIRONMENTAL HEALTH DIVISION �� 3020 Rucker Avenue, Suite 104 Everett, WA 98201-3900 � -7 DISTFUCT 425.339.5250 Fax: 425.339.5254 Healthy Lifestyles, Healthy Com- V y April 14, 2000 '0. AN 17 ROSS JAMESON PANNING & DEVELUR% GARY PARKINSON ARCHITECTS SERVICES•COMMERu,, �� 2812 COLBY AVE EVERETT WA 98201 Subject: Plan Approval, One 10,000-Gallon Swimming Pool and One 800-Gallon Spa Located at Proposed Smokey Point Properties Hotel and Office Complex, 16710 Smokey Point Blvd., Arlington, Washington 98223 Dear Mr. Jameson: Plans for the above noted project, received March 30, 2000, have been reviewed along with additional information provided on April 3 and April 7, 2000. The plans appear to meet the provisions of the Rules and Regulations of the State Board of Health, Water Recreation Facilities (WAC 246-260) and are approved. As required by WAC 246-260-030(5), upon completion of construction and prior to use, the owner shall: a) Contact this office to arrange a pre-occupancy inspection. At the time of inspection the construction of the pool(s) and surrounding structures must be complete, all pool related equipment must be in place, and the pool(s) must be operational. Incomplete construction may result in a $65.00/hr follow-up inspection fee. Please contact me or Dave Compton a minimum of one week in advance to schedule a pre-opening inspection. b) Obtain an operator's permit from the Snohomish Health District. An application and fee schedule are available from the Food and Living Environment Section (425.339.5250). c) Submit the completed Snohomish Health District Construction Report Form (copy enclosed) with original stamp and signature from the engineer or architect. One copy of the approved set of plans is enclosed. Any significant changes or additions to the plans, including facility layout,fencing and equipment, must be approved by the Snohomish Health District. Please feel free to contact me at 425.339.5250 if you should you have any questions. Sincer Jeff o on E it m ntal Health Specialist JC:sei Enclosures / cc: Snohomish County Planning and Development-Commercial V Gary Fraser,Washington State Department of Health Ramo Construction Materials Testing &REC `'IVED MTC] Consulting, Inc. PLANNING & DEVELOPMENI-' SERVICES-COMMERCIAL Report#F 7824 FIELD REPORT Materials Testing & Consulting, Inc. FILE NO.: 990503 1687 Old Highway 99 S. DATE: January 22, 2000 Mount Vernon,WA 98273 Phone: (360) 428-0900 CLIENT: Ramo Constr. Fax: (360) 428-6082 PROJECT: Smokey Point Hotel/Office ADDRESS: 16710 Smokey Pt Blvd CITY: Smokey Point CLIENT: Ramo Construction ENGINEER: Peter Nalis ADDRESS: 16404 Smokey Pt Blvd, Suite 301 ARCHITECT: Gary Parkinson Arlington, WA 98223 CONTRACTOR: Ramo Construction Attn: Bob Vaden Permit#: 96109763 MTC on site to check spray on fireproofing of first floor beams of office building. Contractor is using Dendamix — spray fireproofing. On checking the thickness on the beams on line 17 & 18 between E &. L many places were less than the required minimum of 5/8" (1/2" average). Line 14 & 16 were incomplete and many areas had dripping water which is not allowed. Areas to be fireproofed need to be dry and free of rust. Contractors were informed and not further tests or density samples were taken. MTC needs to be reschedules when the areas are ready. inspected By: John Kepner, Field Inspector Reviewed By: Niall P. Hackett,Technical Director C4 DISTRIBUTION: ORIGINAL: Ramo Construction COPIES: Peter Nalis Gary Parkinson Arch. -;Snohomish County ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND MTC REPRODUCTION EXCEPT IN FULL WITHOUT THE WRITTEN CONSENT OF MTC IS STRICTLY FORBIDDEN 777 Chrysler Drive, Suite A • Burlington, WA 98233 • (360) 755-1990 o FaX 755-1980 814 Lakeway Drive, #161 • Bellingham, WA 98226 • (360) 647-606 i Materials bestiMTC1nggECEIVEID Consulting, Inc. DEC 2 8 1999 PLANNING & DEVELOPMENT Report WR'YOI�ES COMMERCIAL FIELD REPORT Materials Testing &Consulting, Inc. FILE NO.: 990503 1687 Old Highway 99 S. DATE: December 16, 1999 Mount Vernon,WA 98273 Phone: (360)428-0900 CLIENT: Ramo Constr. Fax: (360)428-6082 PROJECT: Smokey Point Hotel/Office ADDRESS: 16710 Smokey Pt Blvd CITY: Smokey Point CLIENT: Ramo Construction ENGINEER: Peter Nalis ADDRESS: 16404 Smokey Pt Blvd, Suite 301 ARCHITECT: Gary Parkinson Arlington, WA 98223 CONTRACTOR: Ramo Construction Attn: Bob Vaden Permit#: 96109763 MTC on site as requested for special inspection during grouting of column bases at office portion of project. Product used per engineers recommendation was Tho Roc Shim Set grout, and was mixed per bag directions @ 155 lb. bag per 5 qts. water and dry packed under steel column bases with sticks and rebar to drive product and pack it under plates. Areas grouted were blown and brushed free of dirt and debris prior to placement of grout . Contractor drawings don't state a PSI for grout. Need to call engineer for PSI, Inspected By: Kevin Sapp,WABO Certified Inspector Reviewed By: Niall P. Hackett,Technical Director_ DISTRIBUTION: ORIGINAL: Ramo Construction COPIES: Peter Nalis Gary Parkinson Arch. Snohomish County ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND MTC REPRODUCTION EXCEPT IN FULL WITHOUT THE WRITTEN CONSENT OF MTC IS STRICTLY FORBIDDEN 777 Chrysler Drive, Suite A e Burlington, WA 98233 e (360) 755-1990 e Fax 755-1980 814 Lakeway Drive, #161 a Bellingham, WA 98226 e (360) 647-6061 •.numanrn(Mx• AD reports ero.Cons lMr rn8 cOnnueMl81 and"propeity of the(Went and MM reproduction uxwpt 1h futl,'without tho w,iMan consent of MTC Iii strictly forbidden. 09/20/2000 09.46 33a7555990 MTC PAGE 02 r ;axulting, Inc. ' So ernbbr.20" 200041 Mir. Bob VsderT RjjMjo*CorttltrUOtiorr' '16404 6mOki y Poliit lvd,: Suite 301 AdIngton -WA. 9922.S =; •;'. .; .. AEi Smok" 1120113t:001ce Mcftl r' Aear Mr, Paden: Matertets Testing'8 :''nstst � lIle. C'MTG") performed materitala leafing and spet:ial inspoctipn ors biq-'above-referee aM)L11 This 10tter is a statement dedladng the actual wot Inopeged . was, porl`6Mgd to t beij4'a>h the In"etor's krtowladpe In wwrdgftw with piA}tact plans, spei+.itidafths, engird r feVhOns or approval and 1 he Uniform Building Cade. We acx*pt re pttinalbllity only far a work:we inspectoO where a roport.ms generated. The fbllowing wdrk,,fof the:bost.0 our knowledge'.was pertoimed in's nmrdanm+Nlth the,prbjet t. " • ' ' '' dtdwings and specifi*ions,ind the-Unliorrn 861lding Code: . + Soil Cpmpibct{oi,V R,ts#nho►noelment . Cenc tft %z'' •� Sb�uci cll.tStx�4t s�c WelNitfg Hfgjh S�tt�sngth^�►ttlt :�; . :. ♦ taf► .Poofingc--� fl .�tHding WAt�u»l ►.bY:Rile�in� bbparbment If you h:stvd'ani auesiii�$pk�asa fROI(Meg to salt u�s.,dt(D60�755-19f�Q. ' Respectfully Submitted, MATOli TALS TVS"to a�Occ►MLTINQ, INC, Mali p..Hiac:kett .:.t wner/04vident :' Uistttbutfon List, Snohomish County January 19, 2001 Planning and Development Services Robert I Drewel Smokey Pointe Properties County Executive 16404 Smoke Pointe Blvd. Suite 301 Building Division - Commercial y 2731 Wetmore Ave,Sulte 402 Arlington, WA 98223 Everett, WA 98201-3581 (425) 388-3311, Ext, 2570 RE: Reference Number: 96 109763 FAX (425) 388-3280 Hawthorne Inn Suites P ,, Dear Mr. Monty: This letter is to serve as notification that the Temporary Certificate of Occupancy for the Hawthorne Inn Suites which was issued on December 13, 2000 will expire on February 13`h, 2001. The drainage as-builts submitted on 12/19/00 and the landscape revisions relating to drainage areas were disapproved. No new engineered resubmittals from Ostergaard & Robinson have been forthcoming, nor have there been any resubmittal appointments made. As a result of non-compliance issues and seeming unwillingness to rectify the situation, I hereby regretfully inform you that no further Temporary Certificate of Occupancies will be issued. After the slated expiration date noted above, you will be in violation of Section 109.1 of the 1997 UBC, occupying without a valid Certificate of Occupancy. At that time, the case will be turned over to Code Enforcement for further action. Per the Interlocal Agreement with the City of Arlington, they will be handling the matter from this point. Should you have any questions, I can be reached at (425) 388-3311, extension 2236. Sincerely, Don Summers Snohomish County Building Official Cc: Stephen Holt, Snohomish County Executive Director C. Ray Allshouse, Building Division Manager Tim Nordvedt, PDS Commercial Inspections Team Leader Tracy Justice, PDS Commercial Inspector iecycied Pape! 6ivu110MISH COUNTY PLANNING AND DEVELOPMENT SERVICES ANNUAL CERTIFICATE OF OCCUPANCY Tax Account#: 310529-001-017-00 Expires: February 13,2001 Occupant: Hawthorne Inn_Suites Site Address: 16710 Smokey Point Blvd Occ Group: R-1,B Arlington WA 98223 Use Zone: GC OWNER: Smokey Point Properties Owner Address: 16404 Smokey Point Blvd Suite 301 Type of Bldg.: II-1 hour sprinkled Arlington WA 98223 Remarks: SCFD#12.Permanent Certificate of Occupancy issued upon completion and approval of all special conditions by Snohomish County. Wet sprinkler system and monitored alarm system in place. INSPECTOR: Tracy Justice Date: ember 13,2000 BY: Bui ink fficial or Fire Marshal POSTING: The Certificate of Occupancy shall be posted in a conspicuous place on the premises and shall not be removed except by the Building Official or Fire Marshal Ref.File#: 96 109763 Bldg.Pernut#: 96 109763 00101 HAS BEEN INSPECTED AND THE FOLLOWING OCCUPANCY THEREOF IS HEREBY AUTHORIZED: General Use _V Unit _ Sq.Feet Occ Class Oce Load #of Exits Floor Load Lobby/Pool Area 5,200 B 374 2 Hotellst 12,000 R-1 42 2 Hotel2nd 14,135 R-1 70 2 40 Hotel3rd 14,135 R-1 70 2 40 Hotel4th 14,135 R-1 70 2 40 4�1--Po . A f� 4 issuance of a Certificate of Occupancy shall not be construed as an approval of a violation of the provisions of this code or of other ordinances of the jurisdiction.Certificates presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. January 5, 2001 Dave Ostergaard Ostergaard&Robinson 3630 Colby Ave Everett, WA 98201 Re;Hawthorne Suites Drainage and landscaping drawings Dear Dave, As per our phone conversation there appears to be some unresolved issues with the drainage and landscape requirements associated with the Hawthorne Suites. It appears that the City of Arlington may be accepting the remaining issues for the Certificate of Occupancy from Snohomish County. Before the City accepts the outstanding issues from Snohomish County additional information is necessary to familiarize the City of Arlington with these issues. We have reviewed the approved drawings and conducted a preliminary inspection of the project. We have found that the following items are not consistent with the approved drawings as reviewed by the county. I do not have any revisions or asbuilts to the installed system. Therefore the inspection was based on the approved drawings as signed by the county. 1. If asbuilts have been completed,please provide a copy. 2. The trench section as shown on Sheet 1 of 4 is not constructed per the-detail on page 4 of 4 detail E-E. The actual slope is 2:1,the top of swale is approximate 8 feet and the bottom of the swale is 18 inches. The pipe size is 8" and not 18" as shown on the drawings. The landscape detail on sheet A1.2 detail 2 calls out the required landscaping requirements. I would like to know the effect the detail would have on the design system. The owner installed 14 maple trees in lieu of the required 6 dogwoods as required on the drawings. What effect will the root ball have on the infiltration trench? 3. Bio swale trench number IV is not constructed per the drawings. The north 55 feet from CB #5A has been constructed as a landscape garden and not as the bio swale detail as indicated on the drawings. What effect will this have on the designed system? 4. The infiltration trench detail F-F is not constructed per the designed drawings. The pipe size is 8" instead of the required 18" as shown on the drawings. Islands M,N, O,P and D have approximate 6" of beauty bark with various maple trees and shrubs installed. What effect will this have the designed system. The landscape drawings show Islands M, N, O, P and D as hydro-seeded grass with landscape materials. Maple trees are not on the approved landscape drawings. If you should have any questions please call Paul Richart at 360 403 3512 or myself at 360 403 3432. Sincerely, David W. Anderson,Building Official City of Arlington 360.403.3432 danderson@ci.arlington.wa.us cc: Tim Nordvedt, Snohomish County Asst Building Official Ralph Monty, Ramo Construction Steve Peiffle, City Attorney 11/Ll/Lbbb 13:52 403---0568 PAGE 01 sut�T' 6� si RECE QED NOV 2 2 2000 Date: November 21,2000 PLANNING & DEVELOPMENTto: Randy Sleight SERVICES - DIRECTOR — C= Ralph Monty From: Paul A.Richart NO Hawthorne Hotel/Convention Center at Smokey Point. The changes made to the road entrance and the drainage to the Hawthome Hotel/Convention Center were made in consultation with the City of Arlington. The revised road section and the revision to the drainage system required as a consequence are acceptable to the City of Arlington. Post-it'Fax Note7671 Date To Gv1 > Prom C:o./DBpi . G co. C F .I d Phone a - Phone M Fax a 3 r FeX 0 NOV 2 2 2000 j)LAN DING C)tVELOM-i, �/a/oo SERVICES-COMPAERCi �.- 1 INSPECTION AND TESTING FORM DATE: 7 d TIME: SERVICE ORGANIZATION PROPERTY NAME(USER) NAME SO 7-RO L PA(-.T FT_C NAME: ADDRESS: 40i ADDRESS: r REPRESENTATIVE: J' il.K' r+IJ<J OWNER CONTACT: LICENSE No.: _/_ri TELEPHONE: u4y--) TELEPHONE: MONITORING ENTITY APPROVING AGENCY CONTACT; 6, ty)-S, CONTACT: TELEPHONE: 0 o TELEPHONE: MONITORING ACCOUNT REF.NO.: 72 1 TYPE TRANSMISSION SERVICE -McCulloh [ ]-Weekly �Multiplex [ ]-Monthly Digital [ ]-Quarterly Reverse Priority [ ]-Semi-Annually ]-RF [A,-Annually Other(Specify (Specify) PANEL MANUFACTURER: ST_L,,FN7 XA1T_&1,4 MODEL NO.: CIRCUIT STYLES: 4 /2, NO.OF CIRCUITS: 0 SOFTWARE REV.: LAST DATE SYSTEM HAD ANY SERVICE PERFORMED: 7 0 LAST DATE THAT ANY SOFTWARE OR CONFIGURATION WAS REVISED: ALARM INITATING,DEVICES AND CIRCUIT INFORMATION QTYOF CIRCUIT STYLE MANUAL STATIONS ION DETECTORS PHOTO DETECTORS DUCT DETECTORS HEAT DETECTORS WATERFLOW SWITCHES R SUPERVISORY SWITCHES Pli OTHER: (SPECIFY) ALARM NOTIFICATION APPLIANCES AND CIRCUIT INFORMATION QTYOF .1RCUIT STYLE BELLS HORNS CHDAES STROBES SPEAKERS In f OTHER: (SPECIFY) X7 Pt N-5 NO.OF ALARM NOTIFICATION APPLIANCE CIRCUITS: ARE CIRCUITS SUPERVISED? [ ] YES [ ] NO SUPERVISORY SIGNAL INITIATING DEVICES AND CIRCUIT INFORMATION 2 QTY OF CIRCUIT STYLE BUILDING TEMP SITE WATER TEMP SITE WATER LEVEL FIRE PUMP POWER FIRE PUMP RUNNING k'r FIRE PUMP AUTO POSITION FIRE PUMP OR PUMP CONTROLLER TROUBLE GENERATOR IN AUTO POSITION GENERATOR OR CONTROLLER TROUBLE SWITCH TRANSFER GENERATOR ENGINE RUNNING OTHER (SPECIFY) SIGNALING LINE CIRCUITS Quantity and style(See NFPA 72,Table 3-6)of si pial ing he circuits connected to system: Quantity Style(s) '1 j.;14llJ f j i�t:r SYSTEM POWER SUPPLIES a. Primary(Main): Nominal Voltage. i a() it ,Amps Overcurrent Protection: Type R �A Il t R ,Amps Location(Panel Number): g 2 Disconnecting Means Location: b. Secondary(Standby): Storage Battery: Amp-Hr Rating Ile Calculated capacity to operate system,in hours: 2d 60 Engine-driven generator dedicated to fire alarm system: Location of fuel storage: ju,'pj-- TYPE BATTERY [ ] Dry Cell [ ] Nickel Cadmium [ ] Sealed Lead-Acid Lead-Acid [ l Other(Specify) C. Emergency or standby system used as a backup to primary power supply,instead of using a secondary power supply: Emergency system described in NFPA 70,Article 700 �I Legally required standby described in NFPA 70,Article 701 III 4� Optional standby system described in NFPA 70,Article 702,which also meets the performance requirements of Article 700 or 701. 3 PRIOR TO ANY TESTING NOTIFICATIONS ARE MADE: YES NO WHO TIME MONITORING ENTITY Q 7 IS BUILDING OCCUPANTS T 7fS7-W BUILDING MANAGEMENT [A t 7' 7 F-1'r.Jr (r OTHER(SPECIFY) [ ] [ ] AHJ(NOTIFIED)OF ANY INIPAIRMENTS [ ] [ ] SYSTEM TESTS AND INSPECTIONS TYPE VISUAL FUNCTIONAL COMMENTS CONTROL PANEL [ya [Y'l] INTERFACE EQUIPMENT 14 [�] LAMPS/LEDS V441 [ ] FUSES [10'r [ J PRIMARY POWER SUPPLY [ 4 [. ] TROUBLE SIGNALS DISCONNECT SWITCHES 1K] GROUND FAULT MONITORING [ q [ ] SECONDARY POWER TYPE VISUAL FUNCTIONAL COMMENTS BATTERY CONDITION [ LOAD VOLTAGE DISCHARGE TEST [ 4 CHARGER TEST [ '] SPECIFIC GRAVITYr� .. TRANSIENT SUPPRESSORS `i:�° REMOTE ANNUNCIATORS [ )'] [Y] NOTIFICATION APPLIANCES AUDIBLE VISIBLE SPEAKERS b/) . [ ] VOICE CLARITY [�9 INITIATING AND SUPERVISORY DEVICE TESTS AND INSPECTIONS DEVICE VISUAL FUNCTIONAL FACTORY MEAS. LOC. &S/N TYPE CHECK TEST SETTING SETTING PASS FAIL COMMENTS: VISUAL FUNCTIONAL COMMENTS 4 EMERGENCY COMMUNICATIONS EQUIPMENT PHONE SETS [ ] [ ] PHONE JACKS [ ] [ ] OFF-HOOK INDICATOR [ ] [ ] AMPLIFIER(S) TONE GENERATOR(S) [ ] [ CALL IN SIGNAL [ ] [ ] SYSTEM PERFORMANCE DEVICE SIMULATED VISUAL OPERATION OPERATION INTERFACE EQUIPMENT (SPECIFY` (SPECIFY) [ ] [ ] [ ] (SPECIFY) [ ] [ ] [ ] SPECIAL HAZARD SYSTEMS 1 (SPECIFY) [ ] [ ] [ ] (SPECIFY) [ ] [ ] [ ] (SPECIFY) [ l ] [ ] [ ] SPECIAL PROCEDURES: COMMENTS: -- -- OPI/OFF PREMISES MONITORING:: YES NO Il If<IE COMMENTS ALARM SIGNAL ALARM RESTORAL TROUBLE SIGNAL ---- TROUBLE RESTORAL SUPERVISORY SIGNAL [ ] [ ] SUPERVISORY RESTORAL NOTIFICATIONS THAT TESTING: IS COMPLETE YES NO VINO '!TAME BUILDING MANAGEMENT MONITORING AGENCY [> ] [ ] BUILDING OCCUPANTS — OTHER(SPECIFY) ] THE FOLLOWING DID NOT OPERATE CORRECTLY: /fir? !- SYSTEM RESTORED TO NORMAL OPERATIOl,,?: DATE TIME _ THIS TESTING WAS PERFORMEDf -/o, l�CE, IN ACCOR . WITH APPLICABLE;�F'P'A STANDRDS. NAME OF INSPECTOR: ft tt,4 DATE: (, -G; TIME: SIGNATURE: NAME OF OYVNER OR REPRESENTATIVE: _ l (�,�.5.I'�i..l �� r i ( ;4� DATE: "! TIME; SIGNATURE:`' X x > Reprinted with permission from NFPA 72,National Fire Alarm Code;Copyright©1996,National Fire Protection Association,Quincy,MA 02269. This reprinted material is not the complete and'ufficial position of the National Fire Protection Association,on the referenced subject which is represented only by the standard in its entirety. - " 11 Distributed by: AFAA—P.O. Box 951807----Lake Mary,FL 32795-I807—(407)322-62$8--(407)322-7488 fax MTgMaterials Testing & Consulting, Inc. September 20, 2000 SEA' ^ U 12UC0 Mr. Bob Vaden PLANNING & DEVE!~0PI,;;.: Ramo Construction SERVICES-CCMMERCIi 16404 Smokey Point Blvd., Suite 301 Arlington, WA. 98223 RE: Smokey Point Office/ Hotel Dear Mr. Vaden: Materials Testing & Consulting, Inc. ("MTC") performed materials testing and special inspection on the above-referenced project. This letter is a statement declaring the actual work inspected was performed to the best of the inspector's knowledge in accordance with project plans, specifications, engineer revisions or approval and The Uniform Building Code. We accept responsibility only for the work we inspected where a report was generated. The following work, to the best of our knowledge, was performed in accordance with the project drawings and specifications and the Uniform Building Code: ♦ Soil Compaction ♦ Reinforcement ♦ Concrete ♦ Structural Steel &Welding ♦ High Strength Bolting ♦ Fire Proofing —Office Building WAIVED by Building Department # 96109763 If you have any questions please feel free to call us at(360) 755-1990. Respectfully Submitted, MATERIALS TESTING &CONSULTING,INC. Niall P. Hackett Owner/President cc: Distribution List 777 Chrysler Drive, Suite A • Burlington, WA 98233 • (360) 755-1990 • Fax 755-1980 814 Lakeway Drive, #161 • Bellingham, WA 98226 • (360) 647-6061 M.T.C. Materials Testing & Consulting, Inc. ��IVFy) PLANNING& DEVELOP&i FIREPROOFING WORKSHEET SERVICES.COMMERCE. Project: Smokey Point Hotel Sampled by: J. Lucerne Client: RAMO Date Sampled: July 12, 1999 Lab#: M311 Tested by, C. Shear Equipment Used: 23, 33 Date Tested: July 17, 1999 BEAM: ;. COLUMN: DECK: GRID: W. end, 9' from wall REQUIRED THICKNESS: 3/4" IN. REQUIRED DENSITY 10 PCF LENGTH/WIDTH THICKNESS OF SAMPLE (IN.) DRY WT. + WT. OF OF SAMPLE 1 2 3 4 5 AVG. TARE TARE 12 x 12 IN. 1.0625 1.0625 1.125 1.0 .8125 1.0125 1285.6 g. 877.39. DRY WT. OF SAMPLE = 408.3 g. X(1 LB./453.6 g.)= .900 LBS. DRY DENSITY= (DRY WT. SAMPLE) .900 LB)(1728) ( 12)( 12 )( 1.0125 IN.) (LENGTH)(WIDTH)(AVG. THICKNESS) DRY DENSITY = 10.67 PCF COMMENTS: Restaurant REVIEWED BY: All revolls apply ugly to scInd locallnus and Inamahl aMOd As a mulud prolmlion to clicul"the public and ourselves,all reporls ore subinJued w Ike conridonid properly orclienls,and oulhorizalion ror publicaliou of swouienls,conclusions or"hods I'mm or regnnling our npms is rc row pavling our"Ilm approval. 777 Chrysler Drive • Burlington,Wa.98233 . Phone(360)755-1990 • FAX(360)755-1980 Rev.4f99 FROM : CROSSROADS INN FAX NO. : 3604037122 Jul. 25 2000 09:29AM P2 �I.+L L.. GLK'JU YJ3r VJ1.1 nuvron LO IiL1C@s 4%1. 6 a I 1 �jb1Sq P.02 ORIGII'IA! STATE OF WASHINGTON RECEIPT n r7 r` rr DEFARTMENT OF TRANSPORTATION NUMBER A � I/ 0 4 RECEIVED FROM 1r_S'�l�vGy PU(m T n P2ur �Tj DATE ADDRESS '{f IML '7` pL� U 1�K'.L4rJI--)-mf'j �srJ PAYMENT MADE BY RAFT-OR y •� CASH WARRANT NUMBER [ P.O, MONEY ORDER NO, p p I`�r7�1 51�c -9'Nn� 5rx Nurrraacn„ A -n1 dist AMOUNTS �—', Wc1'I•I IN PAYMENT OF. (EXPLANATION) ANO 'rW4 LV'f— UFN —r5 EY WL---- AUTNORRY _ TITLE CRMT TO. vcatGt h0. 1 llrir COaE EW ,�rrpVl.�r WORM OROFR NO, SEE+REV9R3E SIDE FOR INSTRUCTIONS vor rmki Igo.Iw at go Is.asen 1 •;pji7lip•-:.n ti'i.�.r�_I. d q.iup,rpr, rr N•_Ct_1•. crl ri lf,.ft1 ! SMOICEY POINT PROPERTIES 1197 � 194D4 SIAOKEY POINT BLVD,IF Sot &RUNQT4N,WA 98223 >18-FISOr 1251 PAY 1 DATE 0 _ al TO T"F ORDER O t 1 --._. .`DOLLARS �✓ :«". Pa. gx? T ARUN47r]M.WA 0&Vj lawl m Ica71a0 FOR tt'�OiL9?u� �: 125 �0$5601: 1< 1.000023Ila - awSigll.rRstr�!21�n1.runlrrpl4rP.W��iY'IUHN�.µp Remin A.Pmokl DovWopar Bervtces Engineer Northwest ROOM)-Snof)omlaf1 Area V � Wstlllnoton gtY..WPMtrr1N11 of rrs"aborumm r: /Af Northwest Region S IS700 Drayton Avenue North,NEfS2.2v PO Box 10 90004,WA 08133-071Q 20P—"0•49IG/Fex2W-440-4 08 y tmzooxfovisuotkva'go� a TOTRL P.02 M.T.C. Materials Testing & Consulting, Inc. FIREPROOFING WORKSHEET Project: Smokey Point Hotel/Office Sampled by: J. Lucerne Client: Ramo Date Sampled: February 14, 2000 Location: Tested by: C. Shear Lab #: M287 Date Tested: February 18, 2000 Equipment Used: 033 BEAM: ® COLUMN: DECK: GRID: Grid 15, b/w H &E REQUIRED THICKNESS: IN. REQUIRED DENSITY 10.0 PCF LENGTH/WIDTH THICKNESS OF SAMPLE (IN.) DRY WT. + WT. OF OF'SAMPLE 1 2 3 1 4 5 AVG. TARE TARE 12" x 12"IN. 13/1611 11/16" l l/16" 3/4" 11/16" .725 1217.6g. 860.5g. DRY`WT. OF SAMPLE= 357.1g. X (I LB./453.6 g.) = .787 LBS. DRY DENSITY= (DRY WT. SAMPLE ) ( .787 LB)(1728.) ( 12 )( 12 )( .725 IN.) (LENGTH)(WIDTH)(AVG. THICKNESS) DRY DENSITY= 13.03 PCF COMMENTS: Dendamix I: vi f rr pi �ANINU SE REVIEWED BY: , "Its apply oidy to actual loculious tested.As u mutual protection to clicias.We public and ourselves.all reports are submitted as the confidential property orclicnts,and authorization for publication of statemcuts.conclusions or extracts from or regurding is is reserved pending our written approval. 777 Chrysler Drive • Burlington,Wa. 98233 • Phone(360)755-1990 • FAX(360)755-1980 Rev,4/99 JUL-20-00 THU 02:33 PM BEL-AIRE HEATING FAX:360 734 8507 PAGE 2 FROM : Puget Engineering PHONE NO, : 360 598 2872 Jul. 20 2000 12:55PM P02 ►Ui-Lv'-��J h'il 1 i :5i AM' BFL-A!RE HEATING FAX:360 734 0507 PAGE 1 BEL AIRP:, INC, 2]72 Division 9t. Y P QI N T BC)11�1 Harr, 'WA A 226 M ��. (36p) 7 33-4652 13 . DAMPER DETAIL w j� � pp ASy�� c 11t +t� TbP Vi $�avAl.e .._...............__ P� `�JC1_� _ _2 v D Ace a;cw .1.. suatvj JUL-20-00 THU 02:34 PM BEL-AIRE HEATING FAX:360 734 6507 PAGE 3 FROM : Puget Engineering PHONE NO. : 360 598 2872 Jul. 20 2000 12:55PM P03 .1U-V11j_ a .nu 1[:'vJ rm ttL-Ai5r, nc. 11ft CAA:5C)U 1�4 GDI11 MVE BEL-AIRE, INC S M,C� �...� Y P �I N "r 2172 Division St. Bellingham WA 98226 ..• ...._. ...... . D� M P D � TA 11... 1�1AL ExPIReg Illi OI �Oor 1ex%j A1JD Gary Parkinson //Architects July 14, 2000 _ r Mr. Tim Nordvedt Snohomish County Planning & Development Services ^LANNING DEVELOPMEW 3000 Rockefeller Avenue M/S #604 `'ERV10ES-COMMERCIAL Everett, WA 98201-4046 RE: Smokey Point Properties Fire Proofing at Core Dear Tim: The central core area of the Hotel/Office complex consists of approximately 8,000 square foot and contains the hotel lobby and reception area, a breakfast bar, a restaurant, lounge, kitchen, and bathrooms. With exceptions for the restrooms all the spaces are open to each other and open to the lobby corridor system at the main entry arcade. This A-3 occupancy is separated from the hotel tower with a one-hour occupancy separation and from the office tower with a two-hour area separation wall. The separation wall runs to the bottom of the 22 gauge steel roof deck with 4" minimum 30 PCF density insulation and a Class `B' roof application which is classified as a one-hour roof system per 1997 UBC Table 7-C 10-1.1. Since there is not a one-hour ceiling enclosure, all the structural members have been coated with a one-hour (1/2" min.) fire coating by 3-M manufacturing. Please refer to Detail 9/A-5.8 and the right hand side of Detail 10/A5.8, which shows the roofing system and how the circulation system was handled in the hotel. The entire building will also have a fully monitored fire system. Sincerely, Ross Jameson Project Manager f O0 RJ/dJr ((( 2812 COLBY AVENUE • EVERETT, WASHINGTON 98201 (425) 252-2153 FAX: (425) 742-8130 E-MAIL: GPArchOgte.net '� ••_ f—' ,�j � � � � /\�.� :�::.�• Sala __ny.__ t►l V 2 d1 C It��. _. `�� Z C fl`� T 'i^yam to 117 to �- 21 11 uk z-Z\� T 0 to �- Ci "• %Nv~;�w k-T Y. z IE— ��_�_ IDn' *Im ® Gary Parkinson //Arch tests May 3, 2000 Mr. Tracy Justice Snohomish County Planning&Development Services 3000 Rockefeller Avenue M/S #604 Everett, WA 98201-4046 RE: Smokey Point Properties Dear Tracy: I have talked to our structural engineer about the seismic bracing at the suspended GWB ceiling at all the hotel rooms. The ceiling has an assembly similar to Table 7-C 6-4-1. Because the rooms are small and the ceiling is attached at the perimeter of all sides to the party wall, which runs from floor slab to the bottom of the deck, there will be no need for seismic bracing. Since the only weight on the ceiling is the GWB and any forces placed on this ceiling plane will be quickly distributed to the walls and the main structure. Sincerely, /Z'0- ' �► Ross Jameson Project Manager Le 1 2812 COLBY AVENUE a EVERETT, WASHINGTON 98201 • (425) 252-2153 • FAX: (425) 742-8130 • E-MAIL: GPArch@gte.net 03/03/2000 08:29 FAX 2535826103 INTERWEST INDUST Q102 . a!S I=rwest Indu-swc$ 2704, 104"Street CT S&Meting K, Lakewood,WA, 98499-6770 Fcbnrruy 15,2000 Aneadon:John Mallon Dear Sir_ Re: Tedm"Sumo t on rq3Aqp&g Sizb E jw bo Eitetim Nall Joints in Perimeter F're Coerinimnent SY u, In response to your request for bxbnical support regu-ding the firwmppmg of slab edge to exterior wall joi»ts in perimeter fire ooutainmeot systems, PFP Partners has prepared the following tcchaical evaluation Tbc evaluation of fire rmstarce is based ao our Warnocic Hersey listad system design no. FS/PHV 120-0 and our wdensm fire testing experience. The enclosed joizd firestop syst "PS-FW-S-0113",%ben installed as shown, is capable of prarating the passage of Same and hot gases sufficient to ignite coam waste when subjcctc d to the time to npe Aa= rer;mmnenft of U13C Standard 7-1, for the time period at least equal to the fire-resiste=rating of the floor assembiv up to point of contact with the wall asssdnbly. Yours truly-, Passkm Flee Pratecdon Partnm c Andy ADT Technical Services Ed Lin,M.Fag..P.Eng.,C.P., ' manaw,u9beeriag Eacl.PFP Partners design number FS-FW-S-0113 PFP Pererers 1412 Derwent Wey Annaeis Industial Park Deb.B.C.Canada WM 6M Phone;6W515-1788 Fero 604-5154M www.firestop.com 03/03/2000 08:28 FAX 2535826103 INTERWEST INDUST faj03 PFP Partners—Technical Evaluation System No. FS-FW-S-0113 its Joint Width—6 in.Mora 2C 3A 3C 4 a 0 LlJ, 1 2A 1. Floor Assembly-blur 4-1l2 is thick reinforced lightweight or iwrmal weight(100-150 pot)WUCM ral concrete. 2. Curtain Wan A sembly-The au=wall aswmbly shall court of the following. A Vortical Support Member-Min 4 in shuauual Wd Specang and neech=cal atttchnxm as per arctutacairal design B. Mdam-Vertical aluminum mullmus s=and spacing as per=IutEktural design- C_ CwUin Wall Paned-Spatdrzl glass cartam wall panel WA,thidai w and attachmau as per amltltarnnal design. 3. Yumd%System-The fireunQ s}-Aum shall coasNA of the following: A Support Clips-z-shaped clips formal from 1 itt aide snips of win 16 gauge ph,steel Clips to be 2 is Irigh with 2 is and 3 is upper and louver legs,trspectirelY. T aver leg to be barizmfally inscrtccl into paddng material(Item 3B)and tba upper leg to rest on top surJecrr of floor,spanai mmk 12 in.OC. B. Pwjdn Material -Min 4 is tivdatm of min 4 pcf mineral wool belt insulation compmsscd mm 25 per=W into opening as a pesma=u form Padnng material to be rid 1/8 in f mm top surface of floor assembly. C. M Void or Cavity hhterial - Sealamt - NfLn M in thrdw= of fill material applied Within the Pun and overl4VW coocsde floor and=Wn wall assemblies a min W in_ Pensive Fire Prutectioa hrtners-FuvsW 5100SP O M5= Mar 14 00 10: 46p Nalis=aec 206-527-7073 p, 2 ' l2� tL<p To P f\ 3�l ro Co"� •�$�'o,o �"�� C�1�P� PF.Io fz R� �N Gt.avr,i rE� G�P•� Af G1�TAf�,;s� G ( N TA U TA SSF 5, l© " ' 4552 51 AVENUE NE I°NAL� SEATTLE, WA 98105 JEXPIRES TEL (206) 527 7073 ' Mar 14 00 10: 46p Nalis=aec 206-527-7073 p. 3 I iu iu iu �ru Iu m ur ul al 1(W = f.Wm SF"A{M YOf ~ W SExBIM u l I �2 x . .11 3L ui1q ru ry ry 4 It V i, IV f T = r ! y m to m cn x x N Zr%j lu M w m v�i -----------._ A o 11y• ? 1 • , -V L .. i I�wra u t :-e 0-ot o-oi a-Bt i a , T d WtN S T:6 0002'b T '2JtiW ��5 259 902 hild3?1 owbd WOb-j Mar 14 00 10: 46p Nalis=aec 206-527-7073 p. l Avow F'tNIg:e,. ! C:�p �G��7/V5 5Pi9r-gyp G /o rr � 6 � �<�?� •�1S r �rOro az' ofgfoix - M �y •I3o C�� , ram, s MTC] Alatcn-ial,,-,; Testhig SE Consulting, Tl-.w. Re ort#F 7953 FIELD REPORT Materials Testing &Consulting, Inc. FILE NO.: 990503 1687 Old Highway 99 S. DATE: March 20,2000 Mount Vernon, WA 98273 Phone: (360) 428-0900 CLIENT: Ramo Constr. Fax: (360)428-6082 PROJECT: Smokey Point Hotel/Office ADDRESS: 16710 Smokey Pt Blvd CITY: Smokey Point CLIENT: Ramo Construction ENGINEER: Peter Nalis ADDRESS: 16404 Smokey Pt Blvd, Suite 301 ARCHITECT: Gary Parkinson Arlington, WA 98223 CONTRACTOR: Ramo Construction Attn: Bob Vaden Permit#: 96109763 Time: AM Temp: Inspection of the fillet welds on the 3/8" x 7" plates, that were installed to the bottom flanges of eight H-beams, on the fourth floor of the hotel building. Were completed and accepted per attached sketch which was approved by the engineer and per codes that apply to this project. Verified the WABO certification of welder: Josh Fuller of Commercial Erectors. Inc. Inspected By: Jim Lucerne,WABO Certified Inspector t� Reviewed By: Niall P. Hackett,Technical Director_ DISTRIBUTION: ORIGINAL: Ramo Construction COPIES: Peter Nalis Gary Parkinson Arch. Snohomish County ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND MTC REPRODUCTION EXCEPT IN FULL WITHOUT THE WRITTEN CONSENT OF MTC IS STRICTLY FORBIDDEN MAR 3 0 2000 PLANNING & DEVELOPMENT SERVICES-COMMERCIAL. 777 Chrysler Drive, Suite A • .Burlin-ton, WA., ` ?. 33 " {_-'i( ), 755-1990 F.ix 755-19$) 814 Lake-way Drive, #161 - Be.11inghaai, WA 98221 ; e s60) 6471-6061 NELSON-COUVRETTE $ASSOCIATES,INC. LETTER OF TRANSMITTAL CONSULTING GEOTECHNICAL ENGINEERS,GEOLOGISTS AND ENVIRONMENTAL SCIENTISTS 17311.135th Ave.NE,A-500 13424 Chaln Lake Rd. OAT E FILE No. p WccdinvAte.WA 98072 Monroe,WA 982725jjylq2c77 Tel(425)(425486-1669 Tel(425)788-6612 ATTENTION n Fax(425)481-2510 Fax(360)794-4332 O etl /^'� TO A�/1 wo Wn S 1, U L'Noyl RE. DI I+ I W 1V b q o q ^-Smo key Po in t' Bl yd .4 Say 3 01 Avlin WA qW3 > WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Copy of letter ❑ Prints ❑ Plans ❑ Samples ❑ Specifications El COPIES DATE NO. DESCRIPTION D-qL l 0 p THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ For your use ❑ Approved as noted > ❑ As requested ❑ Returned for corrections ❑ For review and comment ❑ REMARKS cc : i ra eif v J0 s HCE w11'sI'1 Cl lannirt�, 44 �v �o �/IVl'C�S Ak 't�PY�PT Wll g�D� - l 0��n COPY TO_ SIGNED: If enclosures are not as noted, kindly notify us at once. FIELD REPORT NELSON- Project: Smokey Point Hotel/Office File No.:2070B99 Complex COUVRETTE & Owner: Ramo Construction Date: 5/10/99 ASSOCIATES,INC Location: Snohomish County Report No.: 2 17311 135TH Ave.NE#A-500 Weather: Sunny, 55° Page: 1 of 2 Woodinville, WA 98072 Purpose of Subgrade Evaluation (425)486-1669 FAX 481-2510 Visit: By: SS We arrived to the site at the request of Bob Vaden with Ramo Construction to evaluate subgrade of the office building at the Smokey Point Hotel/Office Complex. Upon arrival we met with Bob and Ralph of Ramo. They informed us that generally, there will be approximately 20 inches of crushed concrete, capped with 4 inches of 2-inch crushed rock that will be placed and compacted as backfill for the footings. The excavation was deeper along the eastern end, and about 3.5 feet of crushed concrete and crushed rock will be placed in this area. We were informed that they over-excavated approximately 2 to 3.5 feet below planned footing subgrade elevation. Footing subgrade was over-excavated 1.5 to 3 feet beyond the planned edges of footing. The footing area of the office building had been over-excavated 1.5 to 3 feet deeper than previously observed in Field Report #1. The soils were partially exposed in side-walls, and subgrade below water was excavated with a shovel to reveal medium dense to dense rust brown to gray fine sand with silt, interpreted to be native, weathered to unweathered recessional outwash. Approximately 1 to 2 feet of water had filled the excavation and loosened the upper 2 inches of the subgrade soils. We probed the subgrade using a lh-inch diameter steel rod. Subgrade generally probed 3 to 8 inches under moderate pressure, interpreted to be medium dense to dense. It is our opinion that underlying native, medium dense to dense, weathered and unweathered recessional outwash will provide adequate support for the planned recycled concrete and crushed rock backfill. We recommend that the fill be placed in 1 to 2-foot thick, uniform lifts and tamped into place with the bucket where areas are under water. In areas where recycled concrete is not under water, it should be rolled into place with a vibratory drum roller. Based on the planned footing location, the excavation meets the 0.5H:1.OV over- excavation criteria for footings. Signature SA'L� �r Q Attachment: Site Plan { lt+�►--� r• ,( � > t�[y ''�,L. � � Jt r '1 F,Jf t , I ' I �,.•.�.Y•J�w;�,}, •i+;Y�. �,' Y� ��C• .�' ,.,4I r ,p\ ,�� i11` - i• •� . l,..ti.•t-r•'LF�Zwt i � r �;��l ?�; tTA1 S ��1 J�� J1; ,� b tS'ell 5 I�•+ 1 �1 r' k r , c ,• I � � 11 tl f yo �-�'by �1'� a T -• �' � i 1 '\ 1 'J Sr��l "fit�rj X� �'t"•'• .p t.�; .�9—�' �' r^ • i � �\ F, s"1 S•� s li I \ : •( s ��('•a!� _, � `��j.l: � - fly... �01� y,.- �. sI % i. .�' JIL lip 14 40 ��, 1.I � `.i.l,.�� f A,,, � ,. 1.-1 � A.• ryt�• ,i•:I� •',�I� .11, I • `` \ t _ I r"r ' ► f`� 2 i 1 I' 1 "t ,ate 11 !. < , ��,� .J `'' �� •t^ n�y QGt.�(j,;�j CP. ''y 77 tj 71 � �� `' -� is _ ':•� � _ :;. - ' ,�I �t `'�`-�fI r V x IA.0� �L. '•' y sip i ,+� J q ♦ t./, � Y�•�l I I �' ZI 1 � , tt� .� r.. r ,\r it ♦akJ � j4 ,�`�.... '�. � d r � Il�r� L a 7� !'' � `�) -4- 1 dX ;•y1`i{`,ji a , , •:�� 11pit "A �`'Y. w a;•1 )" ,�� 1• / � I lal.-� I 's.` ' `li I I .�,•k;i�.t''7Crr - ' �%J r I .a 0 to NELSON-COUVRETTE&ASSOCIATES,INC. LETTER OF TRANSMITTAL CONSULTING GEOTECHNICAL ENGINEERS,GEOLOGISTS AND ENVIRONMENTAL SCIENTISTS 17311-135th Ave.NE,A-500 13424 Chain Lake Rd. DATE 5 2/q� FILE NO. 070(399 Woodinville,WA 98072 Monroe,WA 98272 Tel(425)486-1669 Tel(425)788-5612 ATTENTION Fax(425)481-2510 Fax(360)794-4332 TO 'SywhC)mis u.nh CO N &n►l IY10 c 1, v RE Lt4o ce c o k 3l00o Rockekiler AvL (P-Js 0 (nod Cverd. I W A 99dDl - q04 6 > WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Copy of letter ❑ Prints ❑ Plans ❑ Samples ❑ Specifications COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ For your use ❑ Approved as noted > ❑ As requested ❑ Returned for corrections ❑ For review and comment ❑ REMARKS MAY 13 1999 7 SERVICES COMMERCIAL COPY TO SIGNED: //bj(�ij� %1• t� It enclosures are not as noted, kindly notify us at once. FIELD REPORT NELSON- Project: Smokey Point Hotel/Office File No.:2070B99 Complex COWRETTE & Owner: Ramo Construction Date: 4/30/99 ASSOCIATES,INC Location: Snohomish County Report No.: 1 17311 135TH Ave.NE#A-500 Weather: Sunny, 55° Page: 1 of 3 Woodinville,WA 98072 Purpose of Subgrade Evaluation (425)486-1669 FAX 481-2510 Visit: By: ALE We arrived to the site at the request of Bob Vaden with Ramo Construction to evaluate subgrade at the Smokey Point Hotel/Office Complex. The site is located in the Smokey Point area of Snohomish County. We have previously issued a geotechnical engineering report for the site dated May 21, 1997. Che project includes the construction of a four-story hotel on the western side of the building, and a four-story office building on the eastern side. The two wings will be joined by a one-story restaurant. The building will have concrete floors. Our borings at the site as part of our geotechnical engineering report encountered a surficial layer of loose silty sand fill 4.5 feet in thickness underlain by loose to medium dense to dense fine to medium sand with silt(native recessional outwash). Upon arrival we met with Bob and Ralph with Ramo. We were informed that they intend to overexcavate the fill under the footings. The excavation will be backfilled with crushed concrete or crushed rock, and may be capped with a layer of pit run. The excavation is planned to be backfilled to an elevation that will allow for typical stem wall lengths. The concrete slab-on-grade floors are planned to be "floated" over the existing fill. A layer of structural fill at least 2 feet in thickness will be placed over the existing fill. The sod had been stripped from the western (hotel wing) and restaurant portion of the building. The eastern (office tower) wing of the building was excavated to an approximate depth of about 2 feet below existing grade. The soils exposed at the western end of the office tower excavation revealed medium dense rust brown fine sand with silt, interpreted to be native, weathered recessional outwash. Fill was exposed across the remainder of the excavation. The fill consisted of loose brown and gray fine sand with silt to silty fine sand with organic topsoil lenses. Two test holes were excavated through the fill on the eastern portion of the site. The locations of the test holes (designated as TH-1 and TH-2) are shown on the attached site plan. The test holes revealed the depth to native soils to be about 1.5 to 2.5 feet. The native soils exposed in the test holes consisted of medium dense, gray fine to medium sand with trace silt, interpreted to be recessional outwash. Ground water was encountered at a depth of about 3 feet in the test holes. Signature FIELD REPORT NELSON- Project: Smokey Point Hotel/Office File No.:2070B99 Complex COUVRETTE & Owner: Ramo Construction Date: 4/30/99 ASSOCIATES,INC Location: Snohomish County Report No.: 1 17311 135TH Ave.NE#A-500 Weather: Sunny, 55° Page: 2 of 3 Woodinville,WA 98072 Purpose of Subgrade Evaluation (425)486-1669 FAX 481-2510 Visit: By: ALE It is our opinion that underlying native, medium dense, weathered and unweathered recessional outwash will provide adequate support for the planned structural fill, rock spalls, or recycled concrete. We recommend that these materials extend 0.5 Horizontal to 1 Vertical beyond the footings. For example, if the depth verexcavated to native soils below planned footing subgrade elevation is 4 feet, then the excavation should extend 2 feet beyond the edges of the footing. We recommend that the backfill material be placed in uniform lifts and thoroughly compacted as recommended in our geotechnical report. We recommend that we evaluate subgrade prior to fill placement to identify native bearing soils. The fill soils being overexcavated from the footing lines generally consist of sand with silt or silty sand mineral) soils, and may be used for structural fill placement, provided that they are moisture-conditioned to near optimum moisture content. Some organic lenses were encountered within the fill. The organic-rich soils are not considered suitable for structural fill and should be segregated and may be placed in landscape areas. Signature '� Y. J (�r a .�eta— _.. _ a• No 12T>i h(yi y \ wl u r ` W i ■ Tn J wv t ,�cccss f a toOtJ�-UJasn eac posed i ' TH-1 I d ao �e f,h b I've- s -z bz Or a I III—Rill n =S G �� Oct 26 99 07: 04p Nalis=aec 206-527-7073 P. 1 p E T E R G I N T ,,. u r n s N A L I s E C 4552 51 AVENUE NE S2 S ATT I I' WA 98105 'I'LL: (20 6)5 2 7-7 0 7 3 NIE' l-10 RAN DU Id T R A N SM I T T A L L, E' T T E R 1:2 1!9 - lo: DATE ph: f a AT T H _f�w _ _ g� -- -_ .--- :_t7e- _: A"JL TRANS ACT10N 'K FOR YOUR iNFO. ---_PER YOUR REQUEST' lOR j,PPPRO%)'AL ........FOR COMMENT REPLY REQUESTED FOR YOUR ACTION Oct 26 99 07: 05p Nalis=aec 206-527-7073 p. 2 PmF y • wo • aIz- 3�•�u46 x �-�{ SAPS ,Oct 26 99 07: 05p Nalis=aec 206-527-7073 p. 3 } 1 � .}an 04 00 04: 40p Nalis=aec 206-527-7073 p. 1 P E T E R G I N T A U T A S N AL I S A E C 4552 51 AVENUE NE SEATTLE WA 98105 TEL: (206)527--7073 M E M O R A N D U M /T R R�AA NN S M I T T A L LE T 'F E R TO: - /�- - — - DATE: — fax: r/ via: ATTN: MEMO: 2'• •� w TRANS tQ" �ACTION: —FOR YOUR INFO. __PER YOUR REQUEST F P FOR- COMMENT ____REPLY REQUESTED ,<FOR YOUR CTION Jan 04 00 04: 40p Nalis=aec 206-527-7073 p. 2 _ ....�. _ b'_ ISO lc;i— w _ p HK.J �� . is ` .�t ' ^• Q __ 44 �;' � I •I , �,� -_ 19 b"•._ G fir_ � J I �. t �L-�GT•,• I � R t zi� V i Ei to " -✓ iwabrT'- X a ' /.Dl)f b / dJOoG p.gC/t- _ � W�bw�4' 4+NP�f/K'fY r�rd v r W.0. �J a• �I 9+icfr'• I IF � II C � ,OM-a l - N� o x� Nw Al,� b ,r; b of -�cn A ( A �n-n' Q -•� . m rr Un Dzm� `c 1 m 11 r D—I O cn r7 C � N D'7 in D .a�oz i o:cry m n co Cn E'd ELOL-L29-902 aaemsTlew dOb:bD DO 40 Uer ec 20 99 04: 31p Nalis=aeo 206-527-7073 p. 2 �q7 F-71 OCI- V,4-- 5- V-,Wf-:F- re'l C—w PVP G t NIV Gv� OY Nor Aug 23 99 03: 49p Nalis=aec 21 0 G 5 P,I V 11'/13 A L-4- Z-,P I MAX, fpEiZ STal- 15/1:. FT I Aw �7v NVV-T�fl F - I H Alm" 1-Y�3 AIIV, Ff3(-, P E T E R GINTAUTAS N A L 1 5 E c 4552 51 AVENUE NE AL SEATTLE, WA 98105 TEL: (206) 527-7073 9901120562 01 /12/99 15 : 12 p.0007 Recorded Snohomish County Return Name and Address: �2 a�.EvUF ui.�1. 9sc2�5' Pleasa phnt or a information Document Title(s) � 1. �gC'CE�S A.✓b c%�c:vt._,.4no��,E�/7E.c/T^ 2. 3. 4. Grantor(s) 2. 3. 4. ❑Additional names on page of document. Grantee(s) 1. 2. 3. 4. ❑Additional names on page of document. Legal description (abbreviated: i.e. lot, block, plat OR section, township, range,gtr.lgtr.) �Tiil 7;e4ICT! �,�Soit17;e�c7;7r Additional legal is on page V of document Reference Number(s) (Auditor File Numbers)of Documents assigned or released:. ❑Additional numbers on page of document. Assessor's Property Tax Parcel/Account Number '518�8 -000-c09-CM3 419a8-CO-Cvo-czX�10 ❑ Property Tax Parcel ID is not yet assigned ❑Additional parcel numbers on page_—of document The Auditor/Recorder will rely on the information provided on the form. The staff will not read the document to verify the accuraa or completeness of the indexing information. MO EXCISE TAX REOUiRED JAN 131999 1,10 RkNT011,S00hoMISh County Treasurer ACCESS AND CIRCULATION AGREEMENT Ely_8JB DANTINI EAGLE HARDWARE AND GARDEN, INC. (Grantor) does hereby grant to Smokey Point Properties (Grantee) the heirs, successors and assigns of the following described property, a non-exclusive license and right of access and circulation over a portion of certain property located at Smokey Point in Snohomish county, Washington as described in Exhibit "A" attached hereto (the "Servient Estate"). The property benefited by the license granted is described in Exhibit "B" (the "Dominant Estate") Exhibit "C", attached hereto, is a graphic sketch of the specific areas of the Servient Estate that are burdened by this license, shown by cross hatching thereon. The sole and specific purpose and scope of the license is to provide ingress and egress to the Dominant Estate from the Servient Estate and circulation over and across the Servient Estate for the benefit of the Dominant Estate's owners, tenants, customers and other business invitees. Grantor reserves and retains the right to control, use, maintain, repair and restore the Servient Estate from time to time and keep it in proper condition. The exhibits attached hereto are hereby incorporated herein by reference. IN WITNESS WHEREOF, the Grantor has executed this agreement on the _ day of - /) / 6CR , 1998. EAGLE HARDWARE AND GARDEN, INC. RECENED > > By: DEC 191998 VIOE7Z& w. GRL.LWA tMID USE/gE=DS slb�e �vE�o�►m��rr-AeoJFeT er�oR,�iN�,e F:IPROJECT\12999 -S-H Eagle Hardware, Smokey Point WA112999-01kAdmin\egaccess.doc Page 1 of 2 9901 1205 62 STATE OF WASHINGTON ) ss COUNTY OF KING G ) On this 0 day of EO�� '� , 1998, before me, a Notary Public ip and for the State of Washington personally appeared PErE,Q G). &AU-1A)A personally known to me (or proved to me on the basis of satisfactory evidence) to be the person who executed this instrument, on oath stated that he was authorized to execute the instrument, and acknowledged it as the `-�TaRE�EVEI,oPmEN7 P&JEC-r Q0nAQiA)A72 of Eagle Hardware and Garden, Inc. to be the free and voluntary act and deed of said corporation for the uses and purposed mentioned in the instrument. IN WITNESS WHEREOF, I have hereunto set my hand nd official seal the day and year first above written. � W�` 491O � �.� NO ARY PUBLIC in an for the State of Washington, residing at ?�CAMA) •ts• My appointm t expire l D-1 -C(D lot Print Name V AOC FUL45ok F,%PROJEM12999-5-H Eagle Hardware,Smokey Pofnt WA112999-01\Admfnlegaccess.doc Page 2 of 2 9901120562 CLIENT: Eagle Hardware and Garden DESCRIPTION: Smokey Point Parcel DATE: June 12, 1998 A portion of Tracts 1, 2, 9, 10 and 11 of JOHNSON TRACTS according to the plat (recorded in Volume 12 of Plats at page 17, records of Snohomish County, Washington) situated in the Northeast 1/4 of Section 29, Township 31 North, Range 5 East, Willamette Meridian, Snohomish County, Washington described as follows: Commencing at a found brass cap monumenting the Northeast Corner of said Section 29 (from which the East 1/ Corner of said Section 29 bears South 00029'30" East 2650.05 feet); thence South 87°14'17" West 678.05 feet to a found brass cap; thence South 00°25'49" East 64.34 feet to the southerly right of way of 172nd Street NE; thence South 00°25'49" East 242.37 feet to a point, said point being the REAL POINT OF BEGINNING. thence South 00°25'49" East 140.11 feet; thence South 87°13'41" West 23.02 feet to the Northeast Comer of Tract 9 of said JOHNSON TRACTS; thence along the easterly line of said Tract 9 South 00°25'49" East 416.81 feet to the northerly line of a platted right of way; thence leaving said easterly line South 00°25'49" East 20.02 feet to the center line of said right of way; thence along said center line North 870 13'04" East 436.50 feet; thence leaving said center line South 00029'30" East 20.02 feet to the westerly line of that parcel described in Instrument No. 9404280311 (records of Snohomish County, Washington); thence along said westerly line South 00029'30" East 195.00 feet; thence leaving said westerly line along the southerly line of said parcel North 870 13'04" East 61.80 feet to the boundary of that parcel described in Instrument No. 9705150045 (records of Snohomish County, Washington); thence leaving said southerly line along said boundary the following courses and distances: southeasterly 105.93 feet along the arc of a non-tangent curve concave to the southwest, said curve having a radius of 125.00 feet, a central angle of 48'33'17" and a long chord that bears South 68°30'17" East 102.79 feet; FAPROJEC RI2999\i2999-01\Admin\EAGLEALL2.doc Page 1 of 2 thence southeasterly 38.45 feet along the arc of a non-tangent reverse curve concave to the northeast, said curve having a radius of 100.00 feet, a central angle of 22*01149"and a long chord that bears South 55°14'33" East 38.21 feet; thence along a non-tangent line North 28025'06" East 76.63 feet to the westerly Fight of way of said 35th Avenue NE; thence leaving said boundary along said right of way South 00°29'30" East 226.66 feet to the southerly line of tracts 10 and 11 of said JOHNSON TRACTS; thence leaving said right of way along said southerly line South 87°12'04" West 1091.83 feet to the easterly right of way of Interstate Highway 5; thence along said easterly right of way the following courses and distances: North 070 13'47" West 276.46 feet; thence North 03°07'07" West 400.89 feet; thence North 11059'32" East 212.07 feet; thence North 30°20'18" East 163.07 feet; thence leaving said easterly right of way North 87°13'37" East 374.79 feet to the REAL POINT OF BEGINNING. Comprising 16.09 acres, more or less subject to all existing easements and rights of way of record or appearing on said tract. FAPROJECTM 2999\12999.01%Admin\EAGLEALL2.doe Page 2 of 2 9901120562 EXHIBIT "B" LaUhL nrxq IPTIOS 11 3/5 Ol FDT1 111/I 6E1/4 SC1/4 1191/4 LY ELY OF ST IlWY LLsB FOT ALL Tit PT11 11R1/4 GEi/4 lizi/4 DAF COH NE COIL 5D RUB Tit S54009 00W MA If L11 OD SUD 30.02FT TO N L11 CO RD i TPn Til SLY AljG N Wf RO CO RD 212.75FT T11 H PLi, TO if L11 OF IIE1/4 51F.1/4 NE1/4 SO 3FC 204.75FT Tit 11 PIJA TO N 1A so Co Jln 212.70FT TO 111T •VLTII 11 Lt/ SD HE1/4 SF.1/4 IILl/J Tit E AtA SO If Ll1 204.75FT TO TPB i USS RDS 9901120562 0 n A a C"Vi c m f wm ovr. a ! � o !! ! �I ! , Illlllilltll!II1111 _ � I ^ I11mill I I I I H H iiii D ! !! IIII II M ! Ilii ill IIIIII !!! I TO � � m I 1 ! c� I z K �3z z o r I r3 A Irn m A� I v I � - Env) f O Of N � CID oom Q QN m O � O n n 9901120562 06/09/2000 10:35 4257428130 GARY PARKINSON ARCHI PAGE 01 YC T ------ _^� - IN MAJU ?Ax1 /4 lu 00 - 8, i Jun OG 00 11 : 03P Nalis=aec 208-527-7073 P. 1 roois Vale , , IL- 7R 'I.rU T j" sss wi 7'ri, or 74 Of 10 BY: TITAN S NAL ''I.OR YOUR INFO. YOUR REQUEST F 0 R APPPRIMIki, FOR COININIENT '-ZEPLY REOUESTED 17OR YOUR ACTION Jun OG 00 11 : 03p Nat is=aec 20G-527-7073 p. 2 --------- -------------------------------------------------------------- P E T E R DATE.: 06/06 GIIATAUTAS PRGJ: SNOKEY POINT OFFICE N A L I S SUBJ: FLOOR-WITH OPHG A . E . C 'iTEEL KAM ANALYSIS & DE5IGH -------- ---------------------------•------------ ----------------...----- HIFUkM LOAD ODRi:S11EET CHUMMED LOAD BORCSNEET It SPAR = 25 ---------•---•-----•---•••----------- .. --- ------------------------------------- � FT 11l O0 ; heioh{ FL f➢ ; ----- ----------------- ---- -• ; type length Width oil wdl b,6 15.00 ' + + 1- ----- ----- ----------- ----- ------ ------- FLOOR: i width = 4 0 LL = 50 psf = 200 roof; 16.0 25 15 0.0 i--------- ? DL = 93 DO = 372 ; floor: 16.0 0.3 50 Ili 6.64 1`�,00 HALL; ' height 4 h ➢L = 20 psf = 80 call; 0,0 15 + - -- + 1 , other: �.➢ ' FLOOR; aide - i LL = 40 psi = +------- -•--- ------ ----- ----- --•--- - - -, i DL 45 psi = 8,5 :: Pl= 6.2 6.2 'BALL: high ---> 0 DL = 15 p s f = dist. iron, left ;; PD=15.00 red: 1! FLOOR: hide d LL : 10 psi = CORCERTRATED LOAD MIGHEEI M2 ? GL = 40 naf = +------- --------------------------------------- kALL: hJgb - e DL = 15 psi = heiahi FL PD ' ---•- ----------------- ----- ----- iyoe lenolh uidih wll wdl 6.6 15.G0 160 = ARIA LLred wl= 200 152 t------- ----- ------ ----- ----- ------ ------i LiYe Load Red.7-; IES used wL= 200 red. roof: 16.0 25 15 0,0 floor: 16.0 8.3 50 !13 6.64 15,OG ' 6-0 ,CFI;; wall! 5.0 15 15.01 ;PO;; other! 0,000 0.0 N-21 ,.FT„ +------- ----- ------ ----- ----- ------ ------+ ( 1 - 8.5 it\/ 6.20 r(PL 17 " PL= 1.2 6.2 15,01 :(PD disi, frog left :; PD=4S.00 red: l - 17.0 - ----:217 21,21 (;PI I1 (ttiL ((PD PT ;(wG 0.452 ;(u➢ !(uD Wl ((ai 0,69'' (:ul ((ui LLLLILLLLLLLLLLLLLLLLLLLLLLLLL ➢DUDDDDDDDDC➢DODDGDODGDDDDOGDD L kL= ;'28.93----�1-�,� L RR= „ 29.18 •."' \ ,-r+m I '11gP, dofl factor = Li 400 defl allow = 0.63 in, ---------------------- --------- ------ -aax g ------------- SH EAR, 28,9 24.9 -0.1 -25, -29,B Lips MOMENT; 168,t 225,9 173.4 fl: ----------- ------------------------rsax M Fy Fv Fb,Wf Fb,other 36 11.4 23.76 21.6 -------------------------------- ---------------------------- TYPE DEEP Ureq Mreq AREO --Ir----St-- --try-- 16 29.78 225.0 IS96 114,0 29.N 225,8 -------------------•------------ ro I 4id=.d ;' __-_-__ _ ___ TYPE DEEP Vprov MproY Af;EA --lx----Sa-- i'T sin DEFLECT STBENGiN 11 k 16 62,9 93 375 17 31 Didx31 add depth 20, Ili an 6---add mc�! t1< 501, M !6 e4.1 I20 510 65 40 M x40 and death 27i 57i N 16 80.1 114 586 73 45 k16x45 add depth 31t 64% N 16 09.0 1fl, 659 01 50016150 add depth 35' 71, N 16 101.7 183 758 92 57 016157 add depth 40% 91% JJLjn, l,Ot 00 11 : 03p Na 1 i S=Zlec 0 3--5 2 7-70 7 FROM RAVIO RFAL TY TEL; 205 653 53.32 JUN. 6.2101,;D 13'.50 1;vl P 2 O-S2 0- o- 92 His ir) zt 4, x < �)- PIP If, x CRI V61 X1. 1. VI In Ol m VI (ftv x (x x x _u ru X January 5, 2001 -RE Dave Ostergaard JAN Ostergaard&Robinson PLANN!N 3630 Colby Ave SERV,CF & D� -LOPMENT Everett, WA 98201 Re; Hawthorne Suites Drainage and landscaping drawing Dear Dave, As per our phone conversation there appears to be some ui. age and landscape requirements associated with the Hawthorne Suit It appears that the City of Arlington may be accepting the re. _,� ►ne Certificate of Occupancy from Snohomish County. Before the City accepts the outstanding issues from Snohomish County additional information is necessary to familiarize the City of Arlington with these issues. We have reviewed the approved drawings and conducted a preliminary inspection of the project. We have found that the following items are not consistent with the approved drawings as reviewed by the county. I do not have any revisions or asbuilts to the installed system. Therefore the inspection was based on the approved drawings as signed by the county. 1. If asbuilts have been completed,please provide a copy. 2. The trench section as shown on Sheet 1 of 4 is not constructed per the detail on page 4 of 4 detail E-E. The actual slope is 2:1, the top of swale is approximate 8 feet and the bottom of the swale is 18 inches. The pipe size is 8" and not 18" as shown on the drawings. The landscape detail on sheet A1.2 detail 2 calls out the required landscaping requirements. I would like to know the effect the detail would have on the design system. The owner installed 14 maple trees in lieu of the required 6 dogwoods as required on the drawings. What effect will the root ball have on the infiltration trench? 3. Bio swale trench number IV is not constructed per the drawings. The north 55 feet from CB #5A has been constructed as a landscape garden and not as the bio swale detail as indicated on the drawings. What effect will this have on the designed system? 4. The infiltration trench detail F-F is not constructed per the designed drawings. The pipe size is 8" instead of the required 18"as shown on the drawings. Islands M,N, O, P and D have approximate 6"of beauty bark with various maple trees and shrubs installed. What effect will this have the designed system. The landscape drawings show Islands M, N, O,P and D as hydro-seeded grass with landscape materials. Maple trees are not on the approved landscape drawings. If you should have any questions please call Paul Richart at 360 403 3512 or myself at 360 403 3432. Sincerely, David W. Anderson, Building Official City of Arlington 360.403.3432 danderson@ci.arlington.wa.us cc: Tim Nordvedt, Snohomish County Asst Building Official Ralph Monty,Ramo Construction Steve Peiffle, City Attorney Snohomish County January 19, 2001 Planning and Development Services Robert J. Drewel Smokey Pointe Properties County Executive 16404 Smokey Pointe Blvd. Suite 301 Building Division -Commercial 2731 Wetmore Ave,Suite 402 Arlington, WA 98223 Everett, WA 98201-3581 (425) 388-3311, Ext. 2570 RE: Reference Number: 96 109763 �. Hawthorne Inn Suites f J ? 4 � FAX (425) 388-3280 Dear Mr. Monty: This letter is to serve as notification that the Temporary Certificate of Occupancy for the Hawthorne Inn Suites which was issued on December 13, 2000 will expire on February 13th, 2001. The drainage as-builts submitted on 12/19/00 and the landscape revisions relating to drainage areas were disapproved. No new engineered resubmittals from Ostergaard & Robinson have been forthcoming, nor have there been any resubmittal appointments made. As a result of non-compliance issues and seeming unwillingness to rectify the situation, I hereby regretfully inform you that no further Temporary Certificate of Occupancies will be issued. After the slated expiration date noted above, you will be in violation of Section 109.1 of the 1997 UBC, occupying without a valid Certificate of Occupancy. At that time, the case will be turned over to Code Enforcement for further action. Per the Interlocal Agreement with the City of Arlington, they will be handling the matter from this point. Should you have any questions, I can be reached at (425) 388-3311, extension 2236. Sincerely, r Don Summers Snohomish County Building Official Cc: Stephen Holt, Snohomish County Executive Director C. Ray Allshouse, Building Division Manager Tim Nordvedt, PDS Commercial Inspections Team Leader Tracy Justice, PDS Commercial Inspector Richardson, Sue From: McLaughlin, Monica Sent: Thursday, December 28, 2000 5:19 PM To: Richardson, Sue Subject: FW: Permitting problem, Smokey Point Hotel Here is some more background information for you- I'll also forward another e-mail that's relevant. -----Original Message----- From: Barnett,Tom Sent: Thursday,December 21,2000 3:21 PM To: McLaughlin, Monica;Justice,Tracy Cc: Nordtvedt,Tim;Summers,Don Subject: FW: Permitting problem,Smokey Point Hotel FYI -----Original Message----- From: Nordtvedt,Tim Sent: Thursday,December 21,2000 3:06 PM To: Barnett,Tom Subject: RE: Permitting problem,Smokey Point Hotel Yes, please forward to Tracy. -----Original Message----- From: Barnett,Tom Sent: Thursday, December 21,2000 2:09 PM To: Summers,Don; Nordtvedt,Tim Subject: FW: Permitting problem,Smokey Point Hotel Should I be asking Monica to forward this issue to Tracy...since it is an issued permit/inspection issue? -----Original Message----- From: McLaughlin, Monica Sent: Thursday,December 21,2000 2:03 PM To: Allshouse,Ray; Roney,John Cc: Barnett,Tom; Sleight,Randy Subject: RE: Permitting problem,Smokey Point Hotel went out to do my first inspection in July. While I was there I noticed that big trees were planted on top of underground drainage infiltration systems in conflict with both the landscape and the drainage plans. Specifically, on page 4 of the civil drawings, two different infiltration trench designs are specified. The design of"Section F-F" indicates that there should be 6" of topsoil over 3 feet of gravel and 6"of sand. The trees planted in these areas have root balls of at least 2 feet, so I questioned how they were able to install them with just 6"of topsoil. I also was concerned that the root system of the trees could interfere with the viability of the trenches and that's why we did not allow them on the landscape plan in the first place. Ralph Monty said that they had 11ptconstructed according to the plan, that Ley knew what was best for their needs and questioned their need for plans or building permits at all. He stated that they had substituted sand for the gravel shown on the plans. I indicated we needed accurate as-built drawings to determine what actually was constructed and whether we could approve it or the landscaping they had planted. Similarly, trees have been planted on the sides of the bioswale/infiltration trench called out in "Section E- E." The side slopes are much more shallow than shown on the plan. Staff has repeatedly called Gary Parkinson's office (and they say that they have relayed this to Ostergaard Robinson Engineers) to see about getting accurate as- builts. "As-builts"were finally delivered two days ago, but they do not show any change to either Section E-E or F-F. called the engineer, Brian Lindsay, today and he said all they plan to certify as as-built is the invert elevations and slopes of the pipes, not the trenches themselves. I will be meeting with Randy Sleight and Paul Dragoo soon to discuss this problem. I will also forward a copy of the e-mail I sent to staff on the day regarding the confrontational nature of the applicants during my first visit. It sounds as though this type of behavior from the Monty's must be a usual occurrence. I have not talked to the Monty's since then. -----Original Message----- From: Allshouse, Ray 1 Sent: Thursday,December 21,2000 1:04 PM To: McLaughlin,Monica Subject: FW: Permitting problem for the other side of the story..... -----Original Message----- From: Roney,John Sent: Thursday,December 21,2000 12:59 PM To: Allshouse,Ray Cc: Nelson, Laura; Robinson,Charla Subject: FW: Permitting problem Ray, would you please call Mrs. Monty and determine her issues. I'm sure it is just a misunderstanding, and that Monica is not receiving what is needed. Thanks, John -----Original Message----- From: Nelson,Laura Sent: Thursday,December 21, 2000 12:08 PM To: Roney,John Subject: Permitting problem John - Call from Mary Ann Monty (425-258-1775 or 360-659-8551)-Smokey Point- Hawthorne Inn This is regarding landscaping. She said that Monica (doesn't know her last name) has been causing undue difficulty regarding finalizing their permit. She asked for some changes - they made them -still not happy. Said that Randy Sleight has a letter from the City in which they accept the landscaping. She said that they have also worked with Tom Rowe. She said they are close to suing Monica and the County regarding the problems she seems to want to make for them. I told her I would be communicating with you and that someone would be calling her back. Thanks for the help. Laura 2 Richardson, Sue From: McLaughlin, Monica Sent: Thursday, December 28, 2000 5:19 PM To: Richardson, Sue Subject: FW: Hawthorn Inn- Mary Ann Monty -----Original Message----- From: Barnett,Tom Sent: Friday,December 22,2000 8:29 AM To: Sleight,Randy; Roney,John; Nordtvedt,Tim; McLaughlin, Monica;Justice,Tracy; Baker,Jeff Cc: Summers,Don;Allshouse,Ray Subject: RE: Hawthorn Inn-Mary Ann Monty Tim Nordtvedt is in the process of contacting the city, to see if they are willing to (voluntarily) take this project prior to the county's issuance of a "permanent" Certificate of Occupancy. Tim will ensure that the city's willingness is documented prior to the transfer. Should the city balk at this generous offer, we seem to have two choices per the ILA- continue the current process of marking up the as-built drawings until they reflect reality (and comply with the codes), or file the appropriate paperwork with PDS Code Enforcement, at which point it would immediately be transferred to the city for them to take action (along with the entire project). Also, please note that, while there have been, and continue to be, some landscaping issues on this project, the main issue appears to be the incorrectly installed storm water infiltration trenches (and the inappropriate landscaping planted in them). I am guessing that perhaps this has been conveyed to the Montys, et al, as a"landscaping problem", rather than a "drainage problem", and thus may have been perceived as overkill by those parties. -----Original Message----- From: Sleight, Randy Sent: Friday,December 22,2000 8:17 AM To: Barnett,Tom Subject: FW: Hawthorn Inn- Mary Ann Monty FYI, as we discussed with Monica yesterday, all we would be able to grant is the TCO and not a C of O since we clearly have an irreconcilable conflict with an applicant who does not wish to build in accordance with the approved plans. We should turn this over to City of Arlington to process per the interlocal as an enforcement issue for Arlington to deal with. -----Original Message----- From: Roney,John Sent: Thursday,December 21, 2000 3:14 PM To: Allshouse,Ray; McLaughlin, Monica;Sleight,Randy Cc: Nordtvedt,Tim; Nelson, Laura Subject: Hawthorn Inn-Mary Ann Monty I placed a call to Ms. Monty. She was not in, but let her know that if she disagrees with the conditions imposed through county regulation, and the City of Arlington has no problems with what is built, that, according to the Interlocal Agreement, she is entitled to request that the City take over permit processing for this permit. I informed her also that I would be out of Ithe office until next Wednesday. 1 Row# Special Projects Coordinator Planning and Development Services 3000 Rockefeller Avenue Everett,WA 98201 (425)388-3424, ext.2258 john.roney@co.snohomish.wa.us(e-mail address) (425) 388-3670 (fax) 2 Richardson, Sue From: McLaughlin, Monica Sent: Thursday, December 28, 2000 5:16 PM To: Richardson, Sue Subject: RE: Hawthorne Inn As-Builts I called the engineer(Brian Lindsay)last week and told him that we could not approve the plans they submitted since they did not reflect the as-built conditions on site. I told him that we needed different plans. They have not gotten back to me. -----Original Message----- From: Richardson,Sue Sent: Thursday,December 28,2000 5:13 PM To: McLaughlin,Monica Subject: Hawthorne Inn As-Builts Monica - Can you give me on update on these please;' 1 SNOHOMISH COUNTY PLANNING AND DEVELOPMENT SERVICES ANNUAL CERTIFICATE OF OCCUPANCY Tax Account#: 310529-001-017-00 Expires: February 13,2001 Occupant: Hawthorne Inn_Suites Site Address: 16710 Smokey Point Blvd Occ Group: R-1,13 Arlington WA 98223 Use Zone: GC OWNER: Smokey Point Properties Owner Address: 16404 Smokey Point Blvd Suite 301 Type of Bldg.: II-1 hour sprinkled Arlington WA 98223 Remarks: SCFD#12.Permanent Certificate of Occupancy issued upon completion and approval of all special conditions by Snohomish County. Wet sprinkler system and monitored alarm system in place. INSPECTOR: Tracy Justice Date: ember 1�2000�� BY: Bui ing fficial or Fire Marshal POSTING: The Certificate of Occupancy shall be posted in a conspicuous place on the premises and shall not be removed except by the Building Official or Fire Marshal Ref.File#: 96 109763 Bldg.Permit#: 96 109763 00101 HAS BEEN INSPECTED AND THE FOLLOWING OCCUPANCY THEREOF IS HEREBY AUTHORIZED: General Use Unit Sq.Feet Occ Class Occ Load #of Exits Floor Load Lobby/Pool Area 5,200 B 374 2 Hotellst 12,000 R-1 42 2 Hotel2nd 14,135 R-1 70 2 40 Hotel3rd 14,135 R-1 70 2 40 Hotel4th 14,135 R-1 70 2 40 f Issuance of a Certificate of Occupancy shall not be construed as an approval of a violation of the provisions of this code or of other ordinances of the jurisdiction.Certificates presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. SNOHOMISH COUNTY PLANNING AND DEVELOPMENT SERVICES ,qS* ANNUAL CERTIFICATE OF OCCUPANCY Tax Account#: 310529-001-017-00 Expires: February 13,2000 Occupant: Hawthorne Inn_Suites Site Address: 16710 Smokey Point Blvd Occ Group: R-1,B Arlington WA 98223 Use Zone: GC OWNER: Smokey Point Properties Owner Address: 16404 Smokey Point Blvd Suite 301 Type of Bldg.: II-1 hour sprinkled Arlington WA 98223 Remarks: SCFD#12. Permanent Certificate of Occupancy issued upon completion and approval of all special conditions by Snohomish County. Wet sprinkler system and monitored alarm system in place. INSPECTOR: Tracy Justice Date: ecember 13,2000 BY: B ildmg Official or Fire Marshal POSTING: The Certificate of Occupancy shall be posted in a conspicuous place on the premises and shall not be removed except by the Building Official or Fire Marshal Ref.File#: 96 109763 Bldg.Permit#: 96 109763 00101 HAS BEEN INSPECTED AND THE FOLLOWING OCCUPANCY THEREOF IS HEREBY AUTHORIZED: General Use Unit Sq.Feet Occ Class Occ Load #of Exits Floor Load Lobby/Pool Area 5,200 B 374 2 Hotellst 12,000 R-1 42 2 Hotel2nd 14,135 R-1 70 2 40 Hotel3rd 14,135 R-1 70 2 40 Hotel4th 14,135 R-1 70 2 40 Issuance of a Certificate of Occupancy shall not be construed as an approval of a violation of the provisions of this code or of other ordinances of the jurisdiction.Certificates presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. Richardson, Sue From: Richardson, Sue Sent: Tuesday, October 10, 2000 4:43 PM To: Justice, Tracy Subject: Hawthorne Hotel TJ- Talked to Monica. She has to approve the revision before she can do the inspection for Me Cofo. i SNOHOMISH COUNTY PLANNING AND DEVELOPMENT SERVICES ANNUAL CERTIFICATE OF OCCUPANCY Tax Account#: 310529-001-017-00 Expires: October 31, 2000 Occupant: Hawthorne Inn _Suites Site Address: 16710 Smokey Point Blvd Occ Group: R-1, B Arlington WA 98223 OWNER: Smokey Point Properties Use Zone: GC Owner Address: 16404 Smokey Point Blvd Suite 301 Type of Bldg.: II-1 hour sprinkled Arlington WA 98223 Remarks: SCFD#12. Permanent Certificate of Occupancy issued upon completion and approval of all special conditions by Snohomish County. Wet sprinkler system and monitored alarm system in place. INSPECTOR: Tracy Justice Date: ugust 31, 2000 BY: Buil a Official or Fire Marshal POSTING: The Certificate of Occupancy shall be posted in a conspicuous place on the premises and shall not be removed except by the Building Official or Fire Marshal Ref. File#: 96 109763 Bldg. Permit#:96 109763 00100 HAS BEEN INSPECTED AND THE FOLLOWING OCCUPANCY THEREOF IS HEREBY AUTHORIZED: General Use Unit Sq.Feet Occ Class Occ Load #of Exits Floor Load Lobby/Pool Area 5,200 B 374 2 Hotel Ist 12,000 R-1 42 2 Hotel 2nd 14,135 R-1 70 2 40 Hotel 3rd 14,135 R-1 70 2 40 Hotel 4th 14,135 R-1 70 2 40 4 SNOHOMISH COUNTY PLANNING AND DEVELOPMENT SERVICE ANNUAL CERTIFICATE OF OCCUPANCY Tax Account#: 293105-1-017-0004 Expires: August 27, 2000 Occupant: Hawthorne Inn -Suites Site Address: 16710 Smokey Point Blvd Occ Group: R-1, B Arlington WA 98223 OWNER: Smokey Point Properties Use Zone: GC Owner Address: 16404 Smokey Point Blvd Suite 301 Type of Bldg.: U-1 hour sprinkled Arlington WA 98223 Remarks: SCFD #12. Permanent Certificate of Occupancy issued upon completion and approval of all special conditions by Snohomish County. Qecupancy-for lebl n oor o o e o y. Wet sprinkler system and monitored alarm system in INSPECT& c�racy Justice Date: July 27,2000 BY: Build-in Build—inj Official or Fire Marshal POSTING: The Certificate of Occupancy shall be posted in a conspicuous place on the premises and shall not be removed except by the Building Official or Fire Marshal Ref. File #: 96 109763 Bldg. Permit#:96 109763 HAS BEEN INSPECTED AND THE FOLLOWING OCCUPANCY THEREOF IS HEREBY AUTHORIZED: General Use Unit Sq.Feet Occ Class Occ Load #of Exits Floor Load /`�Hotellst 12,000 R-1 42 2 Hotel2nd 14,135 R-1 70 2 40 Lobby �o 57 9@a6o-B i _ Y Izj13-5 /q, 135 70 2 0 0)�A Y �� c i f SNOHOMISH COUNTY PLANNING AND DEVELOPMENT SERVICr ANNUAL CERTIFICATE OF OCCUPANCY Tax Account#: 293105-1-017-0004 Expires: August 27, 2000 Occupant: Hawthorne Inn _Suites Site Address: 16710 Smokey Point Blvd Occ Group: R-1, B Arlington WA 98223 OWNER: Smokey Point Properties Use Zone: GC Owner Address: 16404 Smokey Point Blvd Suite 301 Type of Bldg.: II-1 hour sprinkled Arlington WA 98223 Remarks: SCFD #12. Permanent Certificate of Occupancy issued upon completion and approval of all special conditions by Snohomish County, This Temporary Certificate of Occupancy for lobby, 1 st and 2nd floor of hotel only. Wet sprinkler system and monitored alarm system in INSPECT00114cTracy Justice Date: July 27, 2000 BY: Build-in Build-ii'll Official or Fire Marshal POSTING: The Certificate of Occupancy shall be posted in a conspicuous place on the premises and shall not be removed except by the Building Official or Fire Marshal Ref. File#: 96 109763 Bldg. Permit#:96 109763 HAS BEEN INSPECTED AND THE FOLLOWING OCCUPANCY THEREOF IS HEREBY AUTHORIZED: General Use Unit Sq.Feet Occ Class Occ Load #of Exits Floor Load Hotel 1 st 12,000 R-1 42 2 f` Hotel 2nd 14,135 R-1 70 2 40 Lobby f 0-� 40 2 �Ja� SNOHOMISH COUNTY PLANNING AND DEVELOPMENT SERVICE ANNUAL CERTIFICATE OF OCCUPANCY Tax Account#: 293105-1-017-0004 Expires: August 27, 2000 Occupant: Hawthorne Inn_Suites Site Address: 16710 Smokey Point Blvd Occ Group: R-1, B Arlington WA 98223 OWNER: Smokey Point Properties Use Zone: GC Owner Address: 16404 Smokey Point Blvd Suite 301 Type of Bldg.: II-1 hour sprinkled Arlington WA 98223 Remarks: SCFD#12. Permanent Certificate of Occupancy issued upon completion and approval of all special conditions by Snohomish County. This Temporary Certificate of Occupancy for lobby, 1 st and 2nd floor of hotel only. Wet sprinkler system and monitored alarm system in INSPECT�aCTracy Justice Date: July 27, 2000 BY: Buil Of icial or Fire Marshal POSTING: The Certificate of Occupancy shall be posted in a conspicuous place on the premises and shall not be removed except by the Building Official or Fire Marshal Ref. File#: 96 109763 Bldg. Permit#:96 109763 HAS BEEN INSPECTED AND THE FOLLOWING OCCUPANCY THEREOF IS HEREBY AUTHORIZED: General Use Unit Sq.Feet Occ Class Occ Load #of Exits Floor Load Hotel Ist 12,000 R-1 42 2 Hotel 2nd 14,135 R-1 70 2 40 Lobby 4,000 B 40 2 r� MpoR SNOHOMISH COUNTY PLANNING AND DEVELOPMENT SERVICES ANNUAL CERTIFICATE OF OCCUPANCY Tax Account#: :2 ia3/0 5' --/--G)Z; —®oo �K- Expires: c ; Occupant: cfe- Z!5�1 1:2/-h e -7;7 p-, S�,� � Bldg. #: Arye Site Address: _/�'7/v 5.,��1,�,; P� /��P,City �;,� i� State: Zo� Zip: ??z Owner: � Yi'»� �e;� ,Lr�s Occ Group Mailing Address: Use Zone City: - State: Zip: Type of Bldg.ff- 1&,w, HAS BEEN IN ECTED AND THE FOLLOWING OCCUPANCY IS HEREBY AUTHORIZED: Inspector: -�� Inspector Remarks: (to be typed on certificate of occupancy) a�- 111o, Finaled Z.� oo emporary 30 Day 60 Day 90 Day Perm t�-`h Bldg. Permit#: Ref. File#: Max Floor Load General Use Unit Sq. Ft. Occ. Class Occ. Load #of Exits Fire District -Lbs./Sq. Ft. X Z ;L 2r1 ,O z. �f0 INSP_ TIONS REQUIRED POOR TO ISSUANCE OF CERIFICATE OF OCCUPAN Y Right of Way: Approved Disapproved Initials Date Comments / 0nn Zoning: Approved Disapproved Initials ✓N)l Date 0 Comments: Pmll r40 Public WorI& Approved Disapproved Initials Date Comments Biologist: Approved Disapproved Initials Date Comments Fire: Approved Disapproved Initials Date Comments ")4 ainage: Approved Disapproved Initials Date Comments Letter of Intent Drainage Bond S:\albatross\tim rhoades\certificate of occupancy02/24/2000 COMMERCIAL PERMIT CONDITION PAGE COMMERCIAL PERMIT#: 96-109763-000-00-CP ASSESSOR PROPERTY TAX #: 293105-1-017-0004 PROPERTY OWNER: Smokey Point Properties APPLICANT: Ross Jameson Gary Parkinson,Architects SITE ADDRESS: 16710 Smokey Point Blvd Arlington, WA 98223 TRAFFIC 1. Applicant shall obtain a Type B5 Right-of-Way Use permit for lane closure from the Department of Public Works prior to construction within the County right-of-way. Application shall be made at least 15 days prior to proposed construction date. 2. Sight distance at intersection of private road and Smokey Point Boulevard shall have been provided and verify by DPW before occupancy. 3. Private road shall have been constructed according to approved plans prior to occupancy. 4. Provide evidence that $86,699.12 has been paid to WSDOT before any Certificate of Occupancy. 5. Prior to Certificate of Occupancy record a common access agreement with adjacent property, "EAGLE". QUESTIONS -CALL BILL BRILES AT (425) 388-3488. DRAINAGE 1. Prior to building occupancy final drainage inspection approval will be required. Section 24.12.160 SCC QUESTIONS -CALL JIM ALDERMAN AT (425) 388-3311, EXTENSION 2163. SITE 1. Site improvements shall conform to approved site and landscape plans. 2. All parking and landscape areas shall be installed, inspected and approved per approved plans prior to occupancy. 3. A Landscape maintenance bond for 20% of verified installation costs shall be accepted by Snohomish County prior to occupancy. 4. Signage shall be reviewed and approved under separate permit. QUESTIONS -CALL MONICA MCLAUGHLIN AT (425) 388-3311, EXTENSION 2144. Subject to issuance and expiration date on Permit# s:\formbank\1000\1095.doc Hawthorne Suites & Inn 97-109763 1. Drainage Revisions — revised plans, reZ w and approval required. Repair , r�� , tv incorrectly installed drainage system. hu!)� "'i-~ a�j�r Cam^-.p� 2. Landscaping not installed per- pl n. Viability of I ndscaping th t ha beer. installed is in question3 6� �'"� Ou r S It ' �OlC�..�r� U wPS 3. TDM access/sidewalk have trees planted whey- accessibility required (east side of main entrance) Co- ,p A/w r d/� /-�Ola.r.. 5. Finish striping parking stalls /i'1b5 -a� ��b�lC �G►' CCeSSl" Tiw 4-4s R ,C � JUL °1 PLANNING & DEVELOPMENT SERVICES COMMERCIAL. a" c41crk.� urr- S ter- hl j4/1" d� 30 6 s 1 !�� SNOHOMISH COUNTY PLANNING AND DEVELC]PM9 fl E.V'VE74`,'D ANNUAL CERTIFICATE OF OCCUPA.NCY Tax Account#: 2 1�3/o S —/ f�/ 7 —©oo �_ E I Occupant: a�� `c>t� �, ems« Sties ��s PL1' � EV- SFRVIC �t , Site Address: IC710 a/��City State: zi(-� Zip:1?2z-�> Owner: Occ Group Mailing Address: Use Zone 62r City: A- "457 /-, State: . Zip: _Q��3 Type of Bldg. HAS BEEN INSP CTED.AND THE FOLLOWING OCCUPANCY IS HEREBY AUTHORIZED: Inspector: -�� ;r�r.c� Inspector Remarks:(to be typed on Certificate of occupancy) dg. Finaled 2 �o emporary 30 Day 60 Day 90 Day Permanent�' � Bldg. Permit#: �O'P76° 3 Ref. File #: Max Floor Load General Use Unit Sq. Ft. Occ. Class Occ. Load #of Exits Fire District -Lbs./Sq. Ft. 12 2 �2- �a z. d INSPRtTIONS REQUIRED RNIOR TO ISSUANCE OF CERIFICATE OF OCCUPAN Y l`n Right of Way: Approved Disapproved Initials Ink Date:,f?_ >f�. Comments /�jo ('%r, ��t ,�� 1„4,` tio e/ �,kllJ {4(rGf3e (nn Zoning: Approved Disapproved Initials Date Comments: �j Public Works: Approved Disapproved Initials Date Comments 7� Biologist: Approved Disapproved Initials Date Comments o � Fire: Approved Disapproved Initials Date Comments \�' Lnage: Approved Disapproved Initials Date Comments JNJPd CA VE Letter of Intent ainage Bond JUL SAalbatrossltim rhoadeslcertificate of occupancy02124fP r-04G SERVICES-COMMERCIAL Richardson, Sue From: Richardson, Sue Sent: Thursday, July 27, 2000 4:55 PM To: Justice, Tracy Subject: C of O for Hawthorne Tracy - I hove a revised oral C of O in my file. Do you want to take it out to the job site and change it out for the one Tim changed and initialed. 1 Hawthorne Suites & Inn 97-109763 Drainage Revisions — revised plans, review and approval required. Repair incorrectly installed drainage system. G ¢. 0-44 � "?. Landscaping not installed er Ian. Viability of landscaping tia has been installed is in questions.. 3. TDM access/sidewalk have trees planted where cessibility required (east side of main entrance) AN tMiscellaneous building code c rrecti�ns in the building ? 5. Finish s i p i n g parkin stalls 64110S SNOHOMISH COUNTY PLANNING AND DEVELOPMENT SERVICES ANNUAL CERTIFICATE OF OCCUPANCY Tax Account#: Z y3/o-cf;- --/-�Z7 —o oo Expires: o f Occupant: 41- 264e1910-H e -2-7,r, Z—� 5-�� X�: r Bldg. #: Site Address: IC7/o State: Zip:l>?,--? , Owner: Occ Group - Mailing Address: 1 4�0 ,� e� �..�,f �� Q e!�ot Use Zone (9 City: �Y,;U,,��:-, State: &4?, Zip: Type of Bldg. HAS BEEN INS.PFCTED.AND THE FOLLOWING OCCUPANCY IS HEREBY AUTHORIZED: Inspector: 1 r �_ Inspector Remarks: (to be typed on certificate of occupancy) �i FinaIed 2�' �'O emporary 30 Day 60 Day 90 Dayr Perma e� G Bldg. Permit#: l097e" 3 Ref. File #: Max Floor Load General Use Unit Sq. Ft. Occ. Class Occ. Load #of Exits Fire District -Lbs./Sq. Ft. 1140 ;2- /l%q INSP TIONS REQUIRED IOR TO ISSUANCE OF CERIFICATE OF OCCUPAN Y Right of Way: Approved Disapproved Initials Date Comments �� ) Zoning: Approved Disapproved Initials Date Comments: l� Public Works: Approved Disapproved Initials Date Comments w7 Biologist: Approved Disapproved Initials Date Comments Fire: Approved Disapproved Initials Date Comments `Drainage: Approved Disapproved Initials Date Comments Letter of Intent Drainage Bond S:\albatross\tim rhoades\certificate of occupancy02/24/2000 Richardson, Sue From: Smith, Stan Sent: Wednesday, July 26, 2000 8:15 AM To: Richardson, Sue Subject: RE: Sunrise Apts- Bldg C 98-105472-004 You have my OK to issue C of O on building C. 37AN -----Original Message----- From: Richardson, Sue Sent: Tuesday,July 25,2000 3:42 PM To: Smith,Stan Subject: Sunrise Apts- Bldg C 98-105472-004 Stan - You've previously approved Buildings A dr B. Building Cis in for a Temporary Certificate of Occupancy. Can yougive approval.? 1 Richardson, Sue From: Tangen, Ron Sent: Wednesday, July 26, 2000 7:51 AM To: Richardson, Sue Cc: Miller, Pam Subject: RE: Hawthorne Suites & Inn ( Smokey Point Hotel) 96-109763 Sue, Tracy will be going out there this afternoon if he says it ok I'll say ok. We've completed the acceptance of the fire alarm system and the sprinkler system. Ron -----Original Message----- From: Richardson,Sue Sent: Tuesday,July 25,2000 2:11 PM To: Tangen,Ron Cc: Miller, Pam Subject: Hawthorne Suites&Inn (Smokey Point Hotel)96-109763 Ron - This project is in for a Temporary C of O. Can you give approval. COMMERCIAL PERMIT CONDITION PAGE COMMERCIAL PERMIT #: 96-109763-000-00-CP ASSESSOR PROPERTY TAX#: 293105-1-017-0004 PROPERTY OWNER: Smokey Point Properties APPLICANT: Ross Jameson Gary Parkinson, Architects SITE ADDRESS: 16710 Smokey Point Blvd Arlington, WA 98223 TRAFFIC 1. Applicant shall obtain a Type B5 Right-of-Way Use permit for lane closure from the Department of Public Works prior to construction within the County right-of-way. Application shall be made at least 15 days prior to proposed construction date. 2. Sight distance at intersection of private road and Smokey Point Boulevard shall have been provided and verify by DPW before occupancy. 3. Private road shall have been constructed according to approved plans prior to occupancy. 4. Provide evidence that $86,699.12 has been paid to WSDOT before any Certificate of Occupancy. 5. Prior to Certificate of Occupancy record a common access agreement with adjacent property, "EAGLE". QUESTIONS- CALL BILL BRILES AT (425) 388-3488. DRAINAGE 1. Prior to building occupancy final drainage inspection approval will be required. Section 24.12.160 SCC QUESTIONS - CALL JIM ALDERMAN AT (425) 388-3311, EXTENSION 2163. SITE 1. Site improvements shall conform to approved site and landscape plans. 2. All parking and landscape areas shall be installed, inspected and approved per approved plans prior to occupancy. 3. A Landscape maintenance bond for 20% of verified installation costs shall be accepted by Snohomish County prior to occupancy. 4. Signage shall be reviewed and approved under separate permit. QUESTIONS - CALL MONICA MCLAUGHLIN AT (425) 388-3311, EXTENSION 2144. Subject to issuance and expiration date on Permit# s:Vormbank\1000\1095.doc 07/25/2000 17:13 4253883977 SNOH CO PW LAND USE PAGE 01/01 JUL-25-2000 TUE 02:15 PM FAX N0, P. 01 Richardson, Sue To; arile�, Bill Cc: Dobson-Schmidt,Maria subject: Hawthorne Inn$Suites(Smokey Pt.Hotel)96-109763 Bfll- r'm &X/ng over verification of poymerht from WSDOT for Y our revie�y, for a Temporary e of O. C4/f yotlgivc cpprovQ/a rhis project is in VE. ^�� RI ��"1VL' 41ff/:r rnr l"'C�W"Jr G�/,.�r.• -r ;;v:C3 �f•ArJI%�il.".�•� t`ALae.� z r Pr 1 rV a f�'C. r•arm� �cvf�, �' �� ;"��rf,•„ � P044V Fax Note r 7677 o Ph o,p p Co. Fox p I_ q Phono p `0 1 FYx / :' �' '2 s• raa0 mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmn,fimmmmmmmmmmmmmmmm P. 01 >K x TRANSACTION REPORT JUL-25-2000 TUE 02: 16 PM >Ic �� >K DATE START RECEIVER TX TIME PAGES TYPE NOTE M# DP >K JUL-25 02: 16 PM 3977 59" 4 SEND OK 537 �c � >Ic TOTAL 59S PAGES: 4 � >Ic Richardson, Sue To; Briles, Bill Cc: Dobson-Schmidt, Maria Subject: Hawthorne Inn& Suites (Smokey Pt. Hotel)96-109763 gill- Vfn foxing over verification o f pgyment from W5DOT for your review. This project is in faro Temporary C of O. Can yougive Qppro va/p post'it Pax Not,. 7671 D Co./Dupr. 1 5 F v�A�3CS► Phoa°# fox# Pnono x N O�� Richardson, Sue To: Tangen, Ron Cc: Miller, Pam Subject: Hawthorne Suites & Inn (Smokey Point Hotel) 96-109763 Ron - This project is in for a Temporary Cof O. Can yougive approval. Richardson, Sue To: Briles, Bill Cc: Dobson-Schmidt, Maria Subject: Hawthorne Inn &Suites (Smokey Pt. Hotel) 96-109763 Bill- I'm faxing over verification of payment from WSDOT for your review. This project is in for a Temporary C of 0 Can you give appro vale Post-it®Fax Note To 7671 D Co./Dept, pages 1 phone# Co. Fax# 1 phone# 1 FROM CROSSROADS INN FAX NO. : 3604037122 Jul. 25 2000 09:28AM P1 J L_, a-L.JCJ U!57 '4 b-NYLsht❑ Hote! 20A.1476159 P,01 Adft •M Washington State Department of Transportation Facsimile `transmittal -71 Zs f c0 -r;is— VL� ❑Call Iforickup ❑Deliver 1� S 00oa d L iCiN NO_ ill VpA AA�1i;Wv PAX PU "tea ` 40 Toy 1 I NOTICE: Some fax machines produce copies on thermal paper. The imago produced is highly un=ble and will deteriorate significantly in a few years. This record ahoWd be copied On a plain paper rapier Prior to filing as a retard. car r ,7 �( 1 v ' v I ' JUL—CJ—C_cjue.I U=)-UN =Pur'r r--ri Lu nGZIT1 �17b.34,3b10'y F'.L1c 1\L L.A11 1 OR1G1tiA! STATE OF WASHINGTUN RECEIPT �s'y r� /t w �1�s �1 DEPARTMENT OF TRANSPORTATION NUMBER f IJ I` 4+`-+f RECEIVED FROM �f �'-L LIE 1 PC) I I �U�rC-T1F-3 DATE /% 1 J ADDRESS �L4- ` 43tno4E Fb1/J—F GLV �, 4 ?ate I AV—LdII`46 iDfJ 1 VO+ 9 ��a PAYMENT MADE BL RAFT OR �] CASH WARRANT NUMBER I �- ! P.O. MONEY ORDER NO. P O. Sihdyl-51AL :5 / E / AMOUNT $ IN PAYMENT OF: (EXPLANATION) ANi1 'rV1(EC.4`F CM4 T3 Qi JI-I-7 K.4 m i J A r P ZgnI,-,I L40 - 4 It 14, By AUTHORITY TITLE CREDIT 10; PROJECT NO. UNIT COC£ PAYE€NO AMOUNT WORK ORDER NO. SEE REVERSE 51DE FOR INSTRUCTIONS oor FORM 13s.Io5 3/Bo IsF 056I) S i_ty_ii iiihriitA Aoinmrnl sit het,k Inr_ „rlui ls;A SMIOKEY POINT PROPERTIES 1197 w 1""SMOKEY POINT BL.VD,1P 301 ARUNGTTON,WA 98U3 DATE 0 01 TO PAY / Q QQ ORDER `" I� I ?— it ORDER OF K � U i DOLLARS �r P.Q.BOX 342'r AWNWON.WA GW360�- (360)0 .7100 FOR 11.00 L 19?n■ 1: 1 2 5 1OB S 601: L 10000 2 P2 Ramin A. Pazookl Developer Services Engineer r Northwest Region-Snohomish Area ::y ?; �A' YYap+IrgRen S1Jers.o®aertnnenl of TrenaiwU tlon ai Northwest Re®Ion <� 15700 Dayton Avenue North,N882-221 PO Box 330310 Seattle,WA 981334710 205-440-4916/Fax 206.4404806 uazookr OwScIaLwa.gov TOTAL P.O2 '1 1X ADVICE OF CHARGE �� •• �, 1r DATE 0� AMOUNT ' WE CHARGE YOUR ACCOUNT CL - �k_tng_#_tj-000_D2.3 n U TOTAL AMOUNT to o on CD 13500210 ACCOUNT NO APPROVED �^ L LI) } DO NOT FAIL TO MAKE THIS ENTRY IN YOUR RECORDS. () TO Smokey Point Pro erties ._l.b-9-0.9-Smoke-g•-P-o�-�'�'-� - t v •, .} Y T . r o 199 6:32 LJLANDSCAPE FAX 3606523148 P. 2 Ll Landscape Coast 13910 12th Ave. NW MtrYBVIA10, RYA 99271 (360) 652-7578 FAX (360)652-3148 TO:RAMOCONSTRUCTION DATE FEB. 15-99 Phone : 380659-8551 Attn: 808 RE. HOTEL AND OFFICE COMPLEX SMOKEY POINT WA LJ LANDSCAPE CONSTRUCTION IS PLEASED TO PRESENT THE FOLLOWING BID: WE PROPOSE TO INSTALLTHE FOLLOWING SECTIONS OF THE ABOVE-REFERENCED PROJECT. ALL BIDS INCLUDE MATERIALS,LABOR AND EQUIPMENT, IRRIGATION: 1)INSTALL RAIN BIRD CONTROL SYSTEM AS DESIGNED BY LI LANDSCAPE. HOTEL SIX ZONE SYSTEM $ 2880.00 OFFICE FIVE ZONE SYSTEM $ '2400.00 ii 4 I =" ====ijINSTALL PLANTS PROVIDED BY OTHERS,TOPSOIL, 13ARK MULCH, HYDRQSEEID TILIZER EE STAKING,LABOR AND EQUIPMENT . ; $10,520.00 Total bid $i5.800.QQ OTHER CONSIDERATIONS: ••` 1)ALL PRICES ARE GOOD FOR 45 DAYS OP DATE OF THIS BID. 2)PRICES DO NOT INCLUDE STATE SALES TAX. 3)ALL WORK IS WARRANTED FOR ONE FULL YEAR 4)IRRIGATION PERMIT SUPPLIED By GENERAL CONTRACTOR 5)ALL SUB GRADE WORK,ALL PARKING BEDS MARKED BY GENERAL CONTRACTOR THANK YO • JEFF PALMER,OWNER . N: ILLS A ` O O BID SHEE z 4Ylr rx 4. TO: Bob PLANT FALRM i Ramo Construction P.O. Box 3249 16622 Twin Lakes Avenue Mary Archambault FROM: Mary Aichatnbault ; Arlington, WA 98223 360-652-3351 Smokey Point Plant Farm PROJECT: Hotel and Office Complex Smokey Point Properties ' Cost Per Ouantiti) Ilenz Size Each Total 13 Picea Engelmani- 6' Tall $65 $ 845.00 27 Cornus Kousa 1-1/2" Caliper $55 $1,485.00 45 Cornus Stolonifera(Red) 2-3' Tall $8 $ 360.00 51 Prunus Mt. St. Helens (not available*) 1-1/2" Caliper $30 $1,530.00 (*Bob, I will substitute 5.1 Thundercloud --Plums for the same price) 225 Photinia Fraserii 5 Gallon $10' $2,250.00 15 Pinus Mugo 2 Gallon $10 $ 150.00 46 Rhododendrons 2 Gallon $12 $ 552.00 198 Azalea Kaempheri (Varieties Below) 2 Gallon $10 $1,980.00 (66) --Bridesmaid (sixe and price included above) (66) -Gumpp (size and price included above) (66) Brio--a-brac (size and price included above) 142 Calluna(Varieties Below) --hairs --Gorldsworth Crimson White Heather 1 Gallon $3.33 $ 472.86 66 Juniperus Pfitzer Compacta 1 Gallon $3.25' $ 214.50 As necded ' Cattails 1' Tall $1.00 Varies GRAND TOTAL: $9,839.36 NOTE: Smokey Point Plant Farm does not hydroseed. Richardson, Sue From: McLaughlin, Monica Sent: Wednesday, July 19, 2000 4:54 PM To: Richardson, Sue Subject: RE: Ramo- Smokey Pt Hotel We need the bond. -----Original Message----- From: Richardson,Sue Sent: Wednesday,July 19, 2000 4:09 PM To: McLaughlin, Monica Subject: Ramo-Smokey Pt Hotel Monica -- I've missing you a couple of times, so will try the e-mail, One of your conditions for the Smokey Point Hotel was a 20% landscaping bond, Do you want this or will a letter of intent sufficeZ2 1 AFFIDAVIT OF PUBLICATION State of Washington, ) County of Snohomish, ) ss NOTICE after review by Snohomish County of a complet- Being first dui sworn on oath deposes DETERMINATION OF ed environmental checklist and other information g y po NON-SIGNIFICANCE on file with this agency.This information is avail- y Of The ARLINGTON TIMES, a weekly Local File Number: able for public review upon request. IS a legal newspaper which has been 97-109763-000-00-CP This Determination of Nonsignificance is issued r g Applicant: Smokey Point Properties under WAC 197-11-340(2)and is subject to a 15 'ourt in Snohomish County June 18,1962 16404 Smokey Point Blvd. day comment period and a concurrent 14 day f Washington Laws of 1941, and it is now Suite 301 appeal period.Written comments may be sub- g Arlington,WA 98223 miffed to the lead agency at the address below. lonths prior to the date of the publication DESCRIPTION OF PROPOSAL: Comments must be received 15 days from the tI a continually In the English language Construct a 119,600 square foot hotel and office date of issuance of this DNS, publication of g g g y as a complex on a 5 acre site zoned General notice,or posting of the property,WHICHEVER nohomish County, Washington, and it is Commercial (GC).The project consists of a 4- OCCURS LATER. as printed in an office maintained at the story,99 room hotel approximately 56,700 sq.H., APPEALS:This DNS may be appealed pursuant a 4-story office building approximately 51,000 sq. to the requirements of Section 23.40.022 SCC lid newspaper.That the annexed is a true It.,and a one-story connecting wing between the and Chapter 2.02 SCC, within 14 days of the two approximately 13,200 sq.ft.Three hundred date of issuance of this DNS, publication of forty one parking stalls will be provided for the notice or posting of the property,WHICHEVER development.Provision has been made for future OCCURS LATER. Any appeal must be aNSIGULF.I.CANCE•••-•••9613�763........ access from the parking lot to the adjoining prop- addressed to the County Hearing Examiner, les (and not in supplement form) of said orty to the north, when that property is devel- accompanied by a filing fee of$100.00.and be oped. Grading to accommodate the proposed filed in writing at the Public Assistance Counter of )eriod of....l........ consecutive week(s), building and drainage system is 6,600 cubic on the Fifth Floor, County Administration yards excavation and 11,700 cubic yards fill. Building,Everett,WA.The appeal must contain MARCH There are no wetlands on the property. the items set forth in Subsection day of...............RCH................19 ..9.8., Location of Proposal: 2.02.125(2)SCC. MARCH pQQ 16710 Smokey Point Blvd. Contact Person: day of.....................................19 .. [.V.., Arlington,WA 96223 Monica McLaughlin Located in the NE quarter section of:Section:29, (425)366-3311 extension 2144 iewspaper was regularly distributed to its Township:31 N.,Range:5E.,W.M. Responsible Official: J.That the full amount of the fee charged Tax Acct.Number:293105-1-017-0004 Stephen Holt,Director Lead Agency:Snohomish County Planning Planning and Development Services and Development Services Address: Sum Of $ ...... ........... , which THRESHOLD DETERMINATION: The lead M/S 604 agency for this proposal has determined that it County Administration Bldg.,Fifth Floor doeps not have a probable, significant adverse 3000 Rockefeller Ave. impact orl the eenvironment. An environmental Everett,Washington98201 �...•.•.•••..••.......•..•••••• p ( required under Published:March 13,1996 le, this RCW 43.21C.030(2)(c) This decision was made 1.... . ...........day of........MNRCFI.......................119......98............. r....� . . .c: . ........................... ................... Notary�u�licnd for the t�Washington Residing at Arlington. ARLINGTON TIMES P.O. Box 67 Arlington, Washington 98223-0067 (360) 435-5757 A i DETERMINATION OF NONSIGNIFICANCE Local File Number: 96-109763-000-00-CP Applicant: Smokey Point Properties Contact Person: Ross Jameson;Gary 16404 Smokey Point Blvd. Suite 301 Parkinson, Architects Arlington, WA 98223 2812 Colby Av. Everett, WA 98201 DESCRIPTION OF PROPOSAL: Planning and Development Services has completed environmental review for a proposal to construct a 119,600 square foot hotel and office complex on a 5 acre site zoned General Commercial (GC). The project consists of a 4-story, 99 room hotel approximately 56,700 sq. ft., a 4-story office building approximately 51,000 sq. ft, and a one-story connecting wing between the two approximately 13,200 sq. ft. The site is accessed via a shared driveway from Smokey Point Boulevard, which also serves a medical clinic, a car dealership and mobile home storage yard. Three hundred forty one parking stalls will be provided for the development. The parking area will be landscaped and provision has been made for future access from the parking lot to the adjoining property to the north, when that property is developed. Grading to accommodate the proposed building and drainage system is 6,800 cubic yards excavation and 11,700 cubic yards fill. Storrnwater control incorporates the use of infiltration trenches and water quality will be maintained by oil separators in catch basins. There are no wetlands on the property. Water and sewer service is available for the proposed development. Traffic impacts will be mitigated by participation in the Smokey Point RID #24 and by fee payments to the Washington State Department of Transportation (WSDOT). Location of Proposal: 16710 Smokey Point Blvd., Arlington, WA 98223 Located in the NE quarter section of: Section: 29, Township: 31 N., Range: 5 E., W.M. Tax Account Number: 293105-1-017-0004 Lead Agency: Snohomish County Planning and Development Services THRESHOLD DETERMINATION: The lead agency for this proposal has determined that it does not have a probable, significant adverse impact on the environment. An environmental impact statement (EIS) is NOT required under RCW 43.21 C.030(2)(c). This decision was made after review by Snohomish County of a completed environmental checklist and other information on file with this agency. This information is available for public review upon request. This Determination of Nonsignificance is issued under WAC 197-11-340 (2) and is subject to a 15 day comment period and a concurrent 14 day appeal period. Written comments may be submitted to the lead agency at the address below. Comments must be received 15 days from the date of issuance of this DNS, publication of notice, or posting of the property, WHICHEVER OCCURS LATER. sAformba n k\com m\1090.doc Page 1 APPEALS: This DNS may be appealed pursuant to the requirements of Section 23.40.022 SCC and Chapter 2.02 SCC, within 14 days from the date of issuance of this DNS, publication of notice, or posting of the property, WHICHEVER OCCURS LATER. Any appeal must be addressed to the County Hearing Examiner, accompanied by a filing fee of $100.00, and be filed in writing at the Public Assistance Counter on the Fifth Floor, County Administration Building, Everett, WA. The appeal must contain the items set forth in Subsection 2.02.125(2)SCC as follows: a) specific identification of the determination being appealed (including the local file number) and a complete copy of the document being appealed must be filed with the appeal; b) specific identification of the county code provision which authorizes the appeal (Section 23.40.022 SCC); c) the specific grounds upon which the appellant relies, including a concise statement of the factual reasons for the appeal and, if known, identification of the policies, statutes, and codes or regulations that the appellant claims are violated. A specific listing of the environmental elements alleged to be inadequately or inappropriately addressed in the environmental document and the reasons therefore shall be included; d) name, mailing address and daytime phone number of each appellant together with the signature of at least one of the appellants or of the attorney for the appellant(s), if any; e) name, mailing address, daytime phone number and signature of the appellant's agent or representative, if any; and f) required filing fee of$100.00. Please note that failure to file a timely and complete appeal including all the above items shall constitute waiver of all rights to an administrative appeal under county code. Contact Person: Monica McLaughlin (425) 388-3311 extension 2144 Responsible Official: Stephen Holt, Director Planning and Development Services Address: M/S 604 County Administration Building, Fifth Floor 3000 Rockefeller Ave. Everett, Washington 98201 Signature: �AA��--Date:- s.V6rmbank\comm\1090.doc Page 2 SUPPLEMENT TO DETERMINATION OF NONSIGNIFICANCE PROJECT ACTION SUMMARY Planning and Development Services has completed environmental review for a proposal to construct a 119,600 square foot hotel and office complex on a 5 acre site zoned General Commercial (GC). The project consists of a 4-story, 99 room hotel approximately 56,700 sq. ft., a 4-story office building approximately 51,000 sq. ft, and a one-story connecting wing between the two approximately 13,200 sq. ft. The site is accessed via a shared driveway from Smokey Point Boulevard, which also serves a medical clinic, a car dealership and mobile home storage yard. Three hundred forty one parking stalls will be provided for the development. The parking area will be landscaped and provision has been made for future access from the parking lot to the adjoining property to the north, when that property is developed. Grading to accommodate the proposed building and drainage system is 6,800 cubic yards excavation and 11,700 cubic yards fill. Stormwater control incorporates the use of infiltration trenches and water quality will be maintained by oil separators in catch basins. There are no wetlands on the property. Water and sewer service is available for the proposed development. Traffic impacts will be mitigated by participation in the Smokey Point RID #24 and by fee payments to the Washington State Department of Transportation (WSDOT). SUMMARY OF VOLUNTARY MEASURES AND/OR MITIGATION MEASURES The applicant is offering a stormwater infiltration system designed to Washington State Dept. of Ecology(DOE). standards to address water quality. Impacts to the state highway system will be mitigated by payment of$2,198.80 to WSDOT towards the SR531/67th Avenue NE Signalization Project and $72,749.92 towards the 1-5/SR531 Interchange Modification Project. The applicant has also gffered to sign a non-protest agreement to participate in a Road Improvement District so as to contribute a prorata share toward future widening of SR531, from 43rd Avenue N.E. to 67th Avenue N.E. KEY ENVIRONMENTAL ISSUES The impacts of this proposal on the following elements of the environment have been evaluated and determined to be minimal and not significant: 2. Air, 4. Plants, 5. Animals, 6. Energy and Natural Resources, 7. Environmental Health, 9. Housing, 10. Aesthetics, 11. Light and Glare, 12. Recreation, 13. Historic and Cultural Preservation, 15. Public Services and 16. Utilities, Elements which are potentially more significantly impacted by this proposal are: 1. Earth, 3.Water, 8. Land and Shoreline Use, 14.Transportation. Mitigation for potential impacts to these elements of the environment are described in the next sections. (Note: The number that precedes each element heading corresponds with the numbering sequence on the environmental checklist) 1. & 3. Earth and Water a. Existing Conditions/Resource The subject property is rectangular shaped with an access panhandle which joins Smokey Point Boulevard at the southeast corner. The majority of the site is vacant apart from a log home manufacturing business (to be removed) which currently operates on the western portion of the lot next to 1-5 and. The lot is flat and is primarily vegetated with field grass. According to the Soil sAformbank\com m\1090.doc Page 3 Conservation Service, soils at the development site consist of Custer Fine Sandy Loam. Data from soil logs reported in a geotechnical report by Nelson-Couvrett and Associates indicates that a layer of sandy fill approximately 4.5 feet deep has been placed throughout the site over the native soil. There are no regulated wetlands on the property. Stormwater is absorbed into the ground, evaporates into air or sheet flows to the property to the north. b. Project Impacts A 119,600 square foot hotel and office complex with associated parking lot will be added to the site. The proposal will require site preparation for the building pad, storm water detention facilities, driveways and landscaping improvements. Grading to accommodate the proposed building and drainage system is 6,800 cubic yards excavation and 11,700 cubic yards fill. Soils on the site will be disturbed during construction and there is potential for erosion to occur. New impervious area will be created by the construction of the parking area and building and, hence, the volume and rate of flow of stormwater runoff will increase. Pollutants typical of a parking lot are likely to contaminate stormwater. Stormwater from the new building and parking area will be routed to catch basins with oil water separators and then to an infiltration system consisting of trenches within the parking lot landscape islands. Emergency outfalls will flow to the predeveloped drainage course. The system is designed to meet both County and D.O.E. standards. Erosion control will be maintained by temporary swales, temporary settling ponds, check dams and silt fencing. C. Applicable Ordinances and Policies Title 17 (Building and Grading Provisions) Title 24 (Drainage Ordinance) General Policy Plan d. Analysis The contemplated earthwork and drainage system must meet regulatory provisions of SCC Title 17 and 24 which will mitigate impacts during, as well as after, construction. The drainage system is designed to satisfy both Snohomish County SCC Title 24 (Drainage Ordinance) and Washington State Fish and Wildlife standards. Water quality measures are incorporated into the drainage design. e. Conclusion The proposal will not present a probable, significant, adverse impact to this element of the environment. 8. Land and Shoreline Use a. Existing Conditions/Resource Land and shoreline use are not a resource per se, though great public benefit can be achieved by land use controls such as zoning. The 5 acre site is zoned GC, is located in a designated Urban Growth Area (UGA) and is connected to Smokey Point Boulevard via an access panhandle in the southeast corner of the property. The majority of the site is vacant apart from a log home manufacturing business (to be removed) which currently operates on the western portion of the lot next to 1-5. Short platted lots lie to the east and contain a medical clinic and small office s:Vorm ba n k\co m m\1090.doc Page 4 building: These properties as well as properties to the immediate south, which are comprised of 2 car dealerships and a mobile home storage yard, are zoned GC. Property to the immediate north is vacant and is zoned CB. b. Project Impacts A 119, 600 square foot hotel/office complex is proposed for the site. Three hundred forty one parking stalls will be provided for the development. The parking area will be landscaped and provision has been made for future access from the parking lot to the adjoining property to the north, when that property is developed. An accessible route of travel for pedestrians and the wheelchair-bound, leading from Smokey Point Boulevard to the entrance of the building will be provided. C. Applicable Ordinances and Policies SCC Title 18 - (Zoning Code) General Policy Plan d. Analysis Hotels and offices are permitted uses in the GC zone. The proposal will satisfy minimum zoning code requirements relating to building setback, building height, lot coverage, parking and landscaping. e. Conclusion The proposal will not present a probable, significant, adverse impact to this element of the environment. 14. Transportation a. Existing Conditions/Resource The site is accessed from Smokey Point Boulevard via a panhandle located on the southeast part of the property and lies within County Transportation Service Area (TSA) "B". Road frontage abutting the property is improved with curb, gutter and sidewalk. The site abuts 1-5 along the western property line. SR 531 (172nd Street NE) is approximately 1/4 mile to the north. b. Project Impacts The proposal will contribute an estimated additional 1,437 Average Daily Trips (ADT) to TSA "B". Approximately 1,179 of these trips will impact the state highway system. C. Applicable Ordinances and Policies Road Ordinance (Title 26B SCC) General Policy Plan d. Analysis s.Vorm ba n k\co m m\1090.doc Page 5 The application is within the boundaries of the Smokey Point RID #24. The development's traffic impacts to the county road system are mitigated by participation in the RID. Impacts to the state highway system will be mitigated by payment of$2,198.80 towards the SR531/67th Avenue NE Signalization Project and $72,749.92 towards the 1-5/SR531 Interchange Modification Project. The applicant has also offered to sign a non-protest agreement to participate in an additional Road Improvement District so as to contribute a prorata share toward future widening of SR531, from 43rd Avenue N.E. to 67th Avenue N.E. Provision has been made for future access from the parking lot to the adjoining property to the north, when that property is developed. e. Conclusion The proposal will not present a probable, significant, adverse impact to this element of the environment. DISCLAIMER The determination that an environmental impact statement does not have to be filed does not mean there will be no adverse environmental impacts. Snohomish County codes governing noise control, land use performance standards, construction and improvement of county roads, off site road improvement obligations, drainage control, fire protection and building practices will provide substantial mitigation of the aforementioned impacts. The issuance of this Determination of Nonsignificance should not be interpreted as acceptance or approval of this proposal as presented. Snohomish County reserves the right to deny or approve said proposal subject to conditions if it is determined to be in the best interests of the county and/or necessary for the general health, safety and welfare of the public to do so. DISCLAIMER The determination that an environmental impact statement does not have to be filed does not mean there will be no adverse environmental impacts. Snohomish County codes governing noise control, land use performance standards, construction and improvement of county roads, off site road improvement obligations, drainage control, fire protection and building practices will provide substantial mitigation of the aforementioned impacts. The issuance of this Determination of Nonsignificance should not be interpreted as acceptance or approval of this proposal as presented. Snohomish County reserves the right to deny or approve said proposal subject to conditions if it is determined to be in the best interests of the county and/or necessary for the general health, safety and welfare of the public to do so. DISTRIBUTION LIST Snohomish County Planning Department Department of Public Works- Land Development Analyst Sheriff's Office Fire District 12 Washington State Department of Ecology Department of Fish and Wildlife Department of Transportation Utilities Public Utility District#1 of Snohomish County s-Vormba n kkom m\1090.doc Page 6 Marysville Sewer and Water Other Agencies City of Arlington Community Transit Adjacent Property Owners: Notice of the issuance of this Determination of Nonsignificance has been mailed to property owners of record within 500 feet of the external boundaries of this project. ATTACHMENTS 1.Vicinity Map 2. Ownership &Zoning Map 3. Site Plan or Plat Map 4. Environmental Checklist .k . s.Vormba n k\comm\1090.doc Page 7 VICINITY MAP (not to scale) ly fit. tTY- M AP. { A GTON :y= s~ Ll A WWju . i t .. .l.:,••r-jra. It rE . h a: 172110 FARLINGTOR _ G * ' Jim&w KEY urn P0�NT r I El AW oa w 1 „l" j Pas wow r.bff. g 3 a I .: CAIM AW _ '.. • '-: " �. ;S FIM ON S . .;.. W- -N - r s:Vormba n k\co m m\1090.doc Page 8 ZONING MAP (not to scale) J0ti�50� r j Z A 9 U U 90 b is ,p L 169 fh. PL N. E. t' 1 1;54A zA ':i/ Vill � s� , /2 ')3 1 f 16E 9G 1 a 2 0 z 11 /-cn �`c1 � SP213(8-75) �\ ' LS 178-84 '�z' of S144-73 /-004 1 IQ-` �. - — — — — --- ----- r i� wo oliven,r ,, R10(I - 69) GC i 2 Needcom - n Im R40(8-72) I MA6-19 7 2 R II(5-73)/ 1-020 Rev /-003 1 rrn 1�, SP194(8-73) 1�`� 3 � a o� n gyulouZ I P -ZA 9ydd° feM -0/3 C v / 0/0 x- p o�,e / 3 R 60-77 Vic /a x 1� W/SITE PLAN a CON D. C,9`h082-70 R-5 ZA 8306138. s:\formba nk\comm\1090.doc Page 9 SITE PLAN (not to scale) !I� ' - 2 � .'ice i y)�°� X• =ia � ! � s�:�I�e 3Y• ` ie T. ' n.• ram`,,.- � ,t f •� .h...l..l... ,.I Y.L. _ r � �:• :; W �:_ wM1 4t'M T. .ten .Mu.,w �.N a ��h<,s.•{I�u.1�! �� 1 e•�i• �LC}'�Q{ti'ae:g'JtjL�.'u.;.f� 4. - - ;'BSI:., 2 \ �:YY, N ti•-�: r 'k :V wj i ` t L \sue !p✓'.� \. -•!" 1 �srL� — �,PT.. ut 114 :;:_ _: ,_. ,::__ .il)• 'mil= y; =`;` I,, P .yq�r�.{u.Yt'.AT .'nT',.\" " I J.\.;��,D 9[�• -- -1 •l l.. .t.:�l:l.l.� �CLst s:Vormbank\comm\1090.doc Page 10 ENVIRONMENTAL CHECKLIST JURISDICTION: Snohomish County DATE SUBMITTED: July 1995 1. Name of proposed project, if applicable: Hotel/Office Complex 2 . Name of Applicant: Smokey Point Properties/Ralph Monty 3 . Address and phone number of applicant and contact person: APPLICANT: CONTACT PERSON: Smokey Point Properties Contact: Ralph Monty Gary Parkinson, Architects 17215 Smokey Point Drive 2812 Colby Avenue Arlington, WA 98223 Everett, WA 98201 (360) 693-4555 (206)252-2153 4 . Date checklist prepared: July 27, 1995 5. Agency Requesting Checklist: Snohomish County Community Development 6. Proposed timing or schedule (including phasing, if applicable) : Construction March 1996 to September 1996 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No 8 . List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. No Page - 1 9 . Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal: If yes, explain. No 10. List any government approvals or permits that will be needed for your proposal, if known. Building Permit; Grading Permit; R.O.W. Use Permit; Hydraulic Project Approval 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description. ) Project consists of a 4-story, 99 room hotel of approximately 56, 700 sq. ft., a 4-story office building of approximately 51,000 sq. ft., and a one-story connecting wing between the two of approximately 13,200 sq. ft. There will be a restaurant, coffee shop, swimming pool, and retail spaces. Site contains approximately 225, 000 sq. ft. 12 . Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s) . Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. Approximately 112 mile south of Smokey Point and I-5 interchange on the east side of I-5 between I-5 and Smokey Point Boulevard. Site access from Smokey Point. TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (underline one) : flat, rolling, hilly, steep slopes, mountainous, other o b. What is the steepest slope on the site (approximate percent slope) ? 1% Page - 2 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY C. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck) ? If you know the classification of agricultural soil, specify them and note any prime farmland. Custer fine sandy loam d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No unstable soils are known in the immediate vicinity. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Approximate grading quantities to achieve design grades. Cut 6, 800 cu. yds; Fill 11, 700 cu. yds. .� • f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. No, not with erosion control & sediment plan g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings) ? Approximately 75% of the site will be covered by impervious surfaces. h. Proposed measures to reduce or control erosion or other impacts to the earth, if any. Construct approved temporary erosion/ sedimentation facilities, such as sediment trap, detention basin and straw bale check OAMS, permanent landscaping such as turf, beauty bark, and hydroseed. Page - 3 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 2 . AIR a. What types or emissions to the air would result from the proposal (i.e. , dust, automobile, odors, industrial wood smoke) during construction and when the project is completed: If any, generally describe and give approximate quantities, if known. Normal construction equipment exhaust. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. No C. Proposed measures to reduce or control emissions or other impacts to air, if any: None .k • 3 . WATER a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands) ? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. No 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None Page - 4 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. No 5) Does the proposal lie within a 100- year floodplain? If so, note location on the site plan. No 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No b. Ground: .k • 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities, if known. Storm drainage will be collected, treated per County requirements and discharged to infiltration basin on site. No increase in discharge will occur over existing conditions. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals: agricultural, etc. ) . Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable) , or the number of animals or humans the system(s) is(are) expected to serve. None, sanitary waste to be discharged to sewer system. Page - 5 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY C. Water Runoff (including storm water) : 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known) . Where will this water flow? Will this water flow into other waters? If so, describe. Stormwater runoff will be collected in a storm drainage system utilizing catch basins. Oil water separators will treat runoff prior to the infiltration system. The infiltration system is sized for the 100 yr. storm event. An emergency overflow system will direct overflow to the existing drainage system to the North. Approximately 9, 769 cu. ft. of storm water stroage has been provided for the infiltration system. 2) Could waste materials enter ground or surface waters? If so, generally describe. No, -'hot if properly maintained. d. Proposed measures to reduce or control surface, ground and runoff water impacts, if any: Oil water separators have been provided to treat storm runoff prior to infiltration. No runoff water impacts are anticipated with the development of this site. 4 . PLANTS a. Check or underline types of vegetation found on the site: X deciduous tree: alder, maple, aspen, other X evergreen tree: fir, cedar, pine, other X shrubs X grass pasture crop or grain wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other: water plants: water lily, eelgrass, milfoil, other other types of vegetation Page - 6 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY b. What kind and amount of vegetation will be removed or altered? Miscellaneous scrub maples and alders, shrubbery and native grasses. C. List threatened or endangered species known to be on or near the site. None d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any. Appropriate landscaping will be planted in accordance with all applicable codes and ordinances. Based on impervious site coverage, there will be 24,223 s.f. of landscaping provided plus applicable landscape buffers. 5. ANIMALS a. Underline any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songbirds, other: mammals: deer, bear, elk, beaver, other: fish: bass, salmon, trout, herring, shellfish, other: b. List any threatened or endangered species known to be on or near the site. None C. Is the site part of a migration route? If so, explain. No d. Proposed measures to preserve or enhance wildlife, if any: None Page - 7 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Natural gas for heating and laundry facilities; electric for lights. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No C. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures,to reduce or control energy impacts, if any: Designed in accordance with the Washington Energy Code and Uniform Building Code. 7. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. No 1) Describe special emergency services that might be required. None 2) Proposed measures to reduce or control environmental health hazards, if any: None Page - 8 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, aircraft, other) ? Traffic 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (i.e. : traffic, construction, operation, other) . Indicate what hour noise would come from the site. Short term - About 90 dBa maximum during normal construction period. Long term - About 30 dBa from occasional automobile traffic. 3) Proposed measures to reduce or control noise impacts, if any: 'k , None 8 . LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? Commercial b. Has the site been used for agriculture? If so, describe. No C. Describe any structures on the site. Temporary sales models of log cabin structures. d. Will any structures be demolished? If so, what? No, log cabin models will be disassembled and moved. e. What is the current zoning classification of the site? GC Page - 9 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY f. What is the current comprehensive at,, f/7(/4G(,D#,a - G FI, plan designation of the site? indUd)rl __ 0 Pat _ �� U U(1 ft g. If applicable, what is the current shoreline master program designation of the site? Not applicable h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No i. Approximately how many people would reside or work in the completed project? Approximately 200 maximum. 'k , j . Approximately how many people would the completed project displace? None k. Proposed measures to avoid or reduce displacement impacts, if any: Not Applicable 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Building Permit; existing landscape ordinances. 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low income housing. None Page - 10 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low income housing. None C. Proposed measure to reduce or control housing impacts, if any: None 10. AESTHETICS a. What is the tallest height of any proposed structure(s) , not including antennas; what is the principal exterior building material (s) proposed? 45'-011; brick, dryvit, and glass. b. What views in the immediate vicinity would be altered or obstructed? Nonc C. Proposed measures to reduce or control aesthetic impacts, if any: Project will be designed to be a first-class hotel and Class-A office space. 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Exterior lighting consistent with surrounding uses and local codes. b. Could light or glare from the finished project be a safety hazard or interfere with views? No C. What existing off-site sources or light or glare may affect your proposal? None Page - 11 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY d. Proposed measures to reduce or control light and glare impacts, if any? None 12 . RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? Twin Lakes, Arlington airport b. Would the proposed project displace any existing recreational uses? If so, describe. No C. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: None 13 . HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. No b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None C. Proposed measures to reduce or control impacts, if any: None Page - 12 ENVIRONMENTAL CHECKLIST JURISDICTION: Snohomish County DATE SUBMITTED: July 1995 1. Name of proposed project, if applicable: Hotel/Office Complex 2 . Name of Applicant: Smokey Point Properties/Ralph Monty 3 . Address and phone number of applicant and contact person: APPLICANT: CONTACT PERSON: Smokey Point Properties Contact: Ralph Monty Gary Parkinson, Architects 17215 Smokey Point Drive 2812 Colby Avenue Arlington, WA 98223 Everett, WA 98201 (360) 693-4555 (206)252-2153 4 . Date checklist prepared: July 27, 1995 5. Agency Requesting Checklist: Snohomish County Community Development 6. Proposed timing or schedule (including phasing, if applicable) : Construction March 1996 to September 1996 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. No Page - 1 % 1 9 . Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal: If yes, explain. No 10. List any government approvals or permits that will be needed for your proposal, if known. Building Permit; Grading Permit; R.O.W. Use Permit; Hydraulic Project Approval 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description. ) Project consists of a 4-story, 99 room hotel of approximately 56, 700 sq. ft. , a 4-story office building of approximately 51, 000 sq. ft., and a one-story connecting wing between the two of approximately 13,200 sq. ft. There will be a restaurant, coffee shop, swimming pool, and retail spaces. Site contains approximately 225, 000 sq. ft. 12 . Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s) . Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. Approximately 112 mile south of Smokey Point and I-5 interchange on the east side of I-5 between I-5 and Smokey Point Boulevard. Site access from Smokey Point. TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (underline one) : flat, rolling, hilly, steep slopes, mountainous, other o b. What is the steepest slope on the site (approximate percent slope) ? 1� Page - 2 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY C. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck) ? If you know the classification of agricultural soil, specify them and note any prime farmland. Custer fine sandy loam d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No unstable soils are known in the immediate vicinity. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Approximate grading quantities to achieve design grades. Cut 6,800 cu . yds; Fill 11, 700 cu. yds. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. No, not with erosion control & sediment plan g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings) ? Approximately 75% of the site will be covered by impervious surfaces. h. Proposed measures to reduce or control erosion or other impacts to the earth, if any. Construct approved temporary erosion/ sedimentation facilities, such as sediment trap, detention basin and straw bale check OAMS, permanent landscaping such as turf, beauty bark, and hydroseed. Page - 3 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 2 . AIR a. What types or emissions to the air would result from the proposal (i.e. , dust, automobile, odors, industrial wood smoke) during construction and when the project is completed: If any, generally describe and give approximate quantities, if known. Normal construction equipment exhaust. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. No C. Proposed measures to reduce or control emissions or other impacts to air, if any: None 3 . WATER a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands) ? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. No 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None Page - 4 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. No 5) Does the proposal lie within a 100- year floodplain? If so, note location on the site plan. No 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No b. Ground: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities, if known. Storm drainage will be collected, treated per County requirements and discharged to infiltration basin on site. No increase in discharge will occur over existing conditions. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals: agricultural, etc. ) . Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable) , or the number of animals or humans the system(s) is(are) expected to serve. None, sanitary waste to be discharged to sewer system. Page - 5 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY C. Water Runoff (including storm water) : 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known) . Where will this water flow? Will this water flow into other waters? If so, describe. Stormwater runoff will be collected in a storm drainage system utilizing catch basins. Oil water separators will treat runoff prior to the infiltration system. The infiltration system is sized for the 100 yr. storm event. An emergency overflow system will direct overflow to the existing drainage system to the North. Approximately 9, 769 cu. ft. of storm water stroage has been provided for the infiltration system. 2) Could waste materials enter ground or surface waters? If so, generally describe. No, not if properly maintained. d. Proposed measures to reduce or control surface, ground and runoff water impacts, if any: Oil water separators have been provided to treat storm runoff prior to infiltration. No runoff water impacts are anticipated with the development of this site. 4. PLANTS a. Check or underline types of vegetation found on the site: X deciduous tree: alder, maple, aspen, other X evergreen tree: fir, cedar, pine, other X shrubs X grass pasture crop or grain wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other: water plants: water lily, eelgrass, milfoil, other other types of vegetation Page - 6 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY b. What kind and amount of vegetation will be removed or altered? Miscellaneous scrub maples and alders, shrubbery and native grasses. C. List threatened or endangered species known to be on or near the site. None d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any. Appropriate landscaping will be planted in accordance with all applicable codes and ordinances. Based on impervious site coverage, there will be 24,223 s.f. of landscaping provided plus applicable landscape buffers. 5. ANIMALS a. Underline any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songbirds, other: mammals: deer, bear, elk, beaver, other: fish: bass, salmon, trout, herring, shellfish, other: b. List any threatened or endangered species known to be on or near the site. None C. Is the site part of a migration route? If so, explain. No d. Proposed measures to preserve or enhance wildlife, if any: None Page - 7 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Natural gas for heating and laundry facilities; electric for lights. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No C. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Designed in accordance with the Washington Energy Code and Uniform Building Code. 7. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. No 1) Describe special emergency services that might be required. None 2) Proposed measures to reduce or control environmental health hazards, if any: None Page - 8 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, aircraft, other) ? Traffic 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (i.e. : traffic, construction, operation, other) . Indicate what hour noise would come from the site. Short term - About 90 dBa maximum during normal construction period. Long term - About 30 dBa from occasional automobile traffic. 3) Proposed measures to reduce or control noise impacts, if any: None 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? Commercial b. Has the site been used for agriculture? If so, describe. No C. Describe any structures on the site. Temporary sales models of log cabin structures. d. Will any structures be demolished? If so, what? No, log cabin models will be disassembled and moved. e. What is the current zoning classification of the site? GC Page - 9 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY f. What is the current comprehensive at,/7 1 t7&W f 1xf V,Pl, plan designation of the site? indaA __ a pwt hW (O(,(/? n �c �t (Cole f�l .n g. If applicable, what is the current shoreline master program designation of the site? Not applicable h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No i. Approximately how many people would reside or work in the completed project? Approximately 200 maximum. j . Approximately how many people would the completed project displace? None k. Proposed measures to avoid or reduce displacement impacts, if any: Not Applicable 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Building Permit; existing landscape ordinances. 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low income housing. None Page - 10 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low income housing. None C. Proposed measure to reduce or control housing impacts, if any: None 10. AESTHETICS a. What is the tallest height of any proposed structure(s) , not including antennas; what is the principal exterior building material(s) proposed? 45'-011; brick, dryvit, and glass. b. What views in the immediate vicinity would be altered or obstructed? None C. Proposed measures to reduce or control aesthetic impacts, if any: Project will be designed to be a first-class hotel and Class-A office space. 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Exterior lighting consistent with surrounding uses and local codes. b. Could light or glare from the finished project be a safety hazard or interfere with views? No C. What existing off-site sources or light or glare may affect your proposal? None Page - 11 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY d. Proposed measures to reduce or control light and glare impacts, if any? None 12 . RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? Twin Lakes, Arlington airport b. Would the proposed project displace any existing recreational uses? If so, describe. No C. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: None 13 . HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. No b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None C. Proposed measures to reduce or control impacts, if any: None Page - 12 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 14. TRANSPORTATION a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. I-5, Smokey Point Boulevard b. Is site currently served by public transit? ' If not, what is the approximate distance to the nearest transit stop? Yes (Bus #210) C. How many parking spaces would the completed project have? How many would the project eliminate? 341 parking spaces - 0 eliminated. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private) . No e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. Per trip generation manual: ��3 4-n Hotel - 8 . 7 per occ. room x 99 = 861 Pet /(' Restaurant & Hotel Services 96.51 x 7.1 = 685 � Office Bldg. 16.58 x 52 .3 = 867 g. Proposed measures to reduce or control transportation impacts, if any: Traffic impacts from this development are being met by our R.I.D. assessment previously paid per Snohomish County code. y Page - 13 �01"/yl tva) '��' TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other) ? If so, generally describe. Obviously the fire and police departments would have to be aware of this project, however there would be no need to increase their respective manpower requirements. b. Proposed measures to reduce or control direct impacts on public services, if any: None 16. UTILITIES a. Underline utilities currently available at the site: electricity; natural gas; water; refuse service; telephone; sanitary sewer; septic system; other: private well b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Power: Snohomish County P.U.D. Water/Sewer: City of Marysville Natural Gas: Washington Natural Gas Telephone: GTE of the Northwest C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: Date Submitted: Page - 14 NOTICE OF DETERMINATION OF NONSIGNIFICANCE Local File Number: 96-109763-000-00-CP Applicant: Smokey Point Properties Contact Person: Ross Jameson Gary 16404 Smokey Point Blvd. Suite 301 Gary Parkinson, Arlington, WA 98223 Architects 2812 Colby Av. Everett, WA 98201 DESCRIPTION OF PROPOSAL: Construct a 119,600 square foot hotel and office complex on a 5 acre site zoned General Commercial (GC). The project consists of a 4-story, 99 room hotel approximately 56,700 sq. ft., a 4-story office building approximately 51,000 sq. ft, and a one-story connecting wing between the two approximately 13,200 sq. ft. Three hundred forty one parking stalls will be provided for the development. Provision has been made for future access from the parking lot to the adjoining property to the north, when that property is developed. Grading to accommodate the proposed building and drainage system is 6,800 cubic yards excavation and 11,700 cubic yards fill. There are no wetlands on the property. Location of Proposal: 16710 Smokey Point Blvd. Arlington, WA 98223 Located in the NE quarter section of: Section: 29, Township: 31 N., Range: 5 E., W.M. Tax Account Number: 293105-1-017-0004 Lead Agency: Snohomish County Planning and Development Services THRESHOLD DETERMINATION: The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) IS NOT required under RCW 43.21 C.030(2)(c). This decision was made after review by Snohomish County of a completed environmental checklist and other information on file with this agency. This information is available for public review upon request. This Determination of Nonsignificance is issued under WAC 197-11-340 (2) and is subject to a 15 day comment period and a concurrent 14 day appeal period. Written comments may be submitted to the lead agency at the address below. Comments must be received 15 days from the date of issuance of this DNS, publication of notice, or posting of the property, WHICHEVER OCCURS LATER. APPEALS: This DNS may be appealed pursuant to the requirements of Section 23.40.022 SCC and Chapter 2.02 SCC, within 14 days from the date of issuance of this DNS, publication of notice, or posting of the property, WHICHEVER OCCURS LATER. Any appeal must be addressed to the County Hearing Examiner, accompanied by a filing fee of$100.00, and be filed in writing at the Public Assistance Counter on the Fifth Floor, County Administration Building, Everett, WA. The appeal must contain the items set forth in Subsection 2.02.125(2)SCC. Contact Person: Monica McLaughlin (425) 388-3311 extension 2144 Responsible Official: Stephen Holt, Director Planning and Development Services Address: M/S 604, Administration Building, Fifth Floor 3000 Rockefeller Avenue, Everett, Washington 98201 sAformbank\com m\1090.doc Page 11 DETERMINATION OF NONSIGNIFICANCE Local File Number: 96-109763-000-00-CP Applicant: Smokey Point Properties Contact Person: Ross JamesonjGary 16404 Smokey Point Blvd. Suite 301 Parkinson, Architects Arlington, WA 98223 2812 Colby Av. Everett, WA 98201 DESCRIPTION OF PROPOSAL: Planning and Development Services has completed environmental review for a proposal to construct a 119,600 square foot hotel and office complex on a 5 acre site zoned General Commercial (GC). The project consists of a 4-story, 99 room hotel approximately 56,700 sq. ft., a 4-story office building approximately 51,000 sq. ft, and a one-story connecting wing between the two approximately 13,200 sq. ft. The site is accessed via a shared driveway from Smokey Point Boulevard, which also serves a medical clinic, a car dealership and mobile home storage yard. Three hundred forty one parking stalls will be provided for the development. The parking area will be landscaped and provision has been made for future access from the parking lot to the adjoining property to the north, when that property is developed. Grading to accommodate the proposed building and drainage system is 6,800 cubic yards excavation and 11,700 cubic yards fill. Stormwater control incorporates the use of infiltration trenches and water quality will be maintained by oil separators in catch basins. There are no wetlands on the property. Water and sewer service is available for the proposed development. Traffic impacts will be mitigated by participation in the Smokey Point RID #24 and by fee payments to the Washington State Department of Transportation (WSDOT). Location of Proposal: 16710 Smokey Point Blvd., Arlington, WA 98223 Located in the NE quarter section of: Section: 29, Township: 31 N., Range: 5 E., W.M. Tax Account Number: 293105-1-017-0004 Lead Agency: Snohomish County Planning and Development Services THRESHOLD DETERMINATION: The lead agency for this proposal has determined that it does not have a probable, significant adverse impact on the environment. An environmental impact statement (EIS) is NOT required under RCW 43.21 C.030(2)(c). This decision was made after review by Snohomish County of a completed environmental checklist and other information on file with this agency. This information is available for public review upon request. This Determination of Nonsignificance is issued under WAC 197-11-340 (2) and is subject to a 15 day comment period and a concurrent 14 day appeal period. Written comments may be submitted to the lead agency at the address below. Comments must be received 15 days from the date of issuance of this DNS, publication of notice, or posting of the property, WHICHEVER OCCURS LATER. sAformba nkkomm\1090.doc Page 1 APPEALS: This DNS may be appealed pursuant to the requirements of Section 23.40.022 SCC and Chapter 2.02 SCC, within 14 days from the date of issuance of this DNS, publication of notice, or posting of the property, WHICHEVER OCCURS LATER. Any appeal must be addressed to the County Hearing Examiner, accompanied by a filing fee of $100.00, and be filed in writing at the Public Assistance Counter on the Fifth Floor, County Administration Building, Everett, WA. The appeal must contain the items set forth in Subsection 2.02.125(2)SCC as follows: a) specific identification of the determination being appealed (including the local file number) and a complete copy of the document being appealed must be filed with the appeal; b) specific identification of the county code provision which authorizes the appeal (Section 23.40.022 SCC); c) the specific grounds upon which the appellant relies, including a concise statement of the factual reasons for the appeal and, if known, identification of the policies, statutes, and codes or regulations that the appellant claims are violated. A specific listing of the environmental elements alleged to be inadequately or inappropriately addressed in the environmental document and the reasons therefore shall be included; d) name, mailing address and daytime phone number of each appellant together with the signature of at least one of the appellants or of the attorney for the appellant(s), if any; e) name, mailing address, daytime phone number and signature of the appellant's agent or representative, if any; and f) req u ired fi I i ng fee of$100.00. Please note that failure to file a timely and complete appeal including all the above items shall constitute waiver of all rights to an administrative appeal under county code. Contact Person: Monica McLaughlin (425) 388-3311 extension 2144 Responsible Official: Stephen Holt, Director Planning and Development Services Address: M/S 604 County Administration Building, Fifth Floor 3000 Rockefeller Ave. Everett, Washington 98201 Signature: Date• 3 sAformba n k\comm\1090.doc Page 2 SUPPLEMENT TO DETERMINATION OF NONSIGNIFICANCE PROJECT ACTION SUMMARY Planning and Development Services has completed environmental review for a proposal to construct a 119,600 square foot hotel and office complex on a 5 acre site zoned General Commercial (GC). The project consists of a 4-story, 99 room hotel approximately 56,700 sq. ft., a 4-story office building approximately 51,000 sq. ft, and a one-story connecting wing between the two approximately 13,200 sq. ft. The site is accessed via a shared driveway from Smokey Point Boulevard, which also serves a medical clinic, a car dealership and mobile home storage yard. Three hundred forty one parking stalls will be provided for the development. The parking area will be landscaped and provision has been made for future access from the parking lot to the adjoining property to the north, when that property is developed. Grading to accommodate the proposed building and drainage system is 6,800 cubic yards excavation and 11,700 cubic yards fill. Stormwater control incorporates the use of infiltration trenches and water quality will be maintained by oil separators in catch basins. There are no wetlands on the property. Water and sewer service is available for the proposed development. Traffic impacts will be mitigated by participation in the Smokey Point RID #24 and by fee payments to the Washington State Department of Transportation (WSDOT). SUMMARY OF VOLUNTARY MEASURES AND/OR MITIGATION MEASURES The applicant is offering a stormwater infiltration system designed to Washington State Dept. of Ecology (DOE). standards to address water quality. Impacts to the state highway system will be mitigated by payment of$2,198.80 to WSDOT towards the SR531/67th Avenue NE Signalization Project and $72,749.92 towards the I-5/SR531 Interchange Modification Project. The applicant has also offered to sign a non-protest agreement to participate in a Road Improvement District so as to contribute a prorata share toward future widening of SR531, from 43rd Avenue N.E. to 67th Avenue N.E. KEY ENVIRONMENTAL ISSUES The impacts of this proposal on the following elements of the environment have been evaluated and determined to be minimal and not significant: 2.Air, 4. Plants, 5.Animals, 6. Energy and Natural Resources, 7. Environmental Health, 9. Housing, 10.Aesthetics, 11. Light and Glare, 12. Recreation, 13. Historic and Cultural Preservation, 15. Public Services and 16. Utilities, Elements which are potentially more significantly impacted by this proposal are: 1. Earth, 3.Water, 8. Land and Shoreline Use, 14. Transportation. Mitigation for potential impacts to these elements of the environment are described in the next sections. (Note: The number that precedes each element heading corresponds with the numbering sequence on the environmental checklist) 1. & 3. Earth and Water a. Existing Conditions/Resource The subject property is rectangular shaped with an access panhandle which joins Smokey Point Boulevard at the southeast corner. The majority of the site is vacant apart from a log home manufacturing business (to be removed) which currently operates on the western portion of the lot next to 1-5 and. The lot is flat and is primarily vegetated with field grass. According to the Soil sAformbank\comm\1090.doc Page 3 Conservation Service, soils at the development site consist of Custer Fine Sandy Loam. Data from soil logs reported in a geotechnical report by Nelson-Couvrett and Associates indicates that a layer of sandy fill approximately 4.5 feet deep has been placed throughout the site over the native soil. There are no regulated wetlands on the property. Stormwater is absorbed into the ground, evaporates into air or sheet flows to the property to the north. b. Project Impacts A 119,600 square foot hotel and office complex with associated parking lot will be added to the site. The proposal will require site preparation for the building pad, storm water detention facilities, driveways and landscaping improvements. Grading to accommodate the proposed building and drainage system is 6,800 cubic yards excavation and 11,700 cubic yards fill. Soils on the site will be disturbed during construction and there is potential for erosion to occur. New impervious area will be created by the construction of the parking area and building and, hence, the volume and rate of flow of stormwater runoff will increase. Pollutants typical of a parking lot are likely to contaminate stormwater. Stormwater from the new building and parking area will be routed to catch basins with oil water separators and then to an infiltration system consisting of trenches within the parking lot landscape islands. Emergency outfalls will flow to the predeveloped drainage course. The system is designed to meet both County and D.O.E. standards. Erosion control will be maintained by temporary swales, temporary settling ponds, check dams and silt fencing. C. Applicable Ordinances and Policies Title 17 (Building and Grading Provisions) Title 24 (Drainage Ordinance) General Policy Plan d. Analysis The contemplated earthwork and drainage system must meet regulatory provisions of SCC Title 17 and 24 which will mitigate impacts during, as well as after, construction. The drainage system is designed to satisfy both Snohomish County SCC Title 24 (Drainage Ordinance) and Washington State Fish and Wildlife standards. Water quality measures are incorporated into the drainage design. e. Conclusion The proposal will not present a probable, significant, adverse impact to this element of the environment. 8. Land and Shoreline Use a. Existing Conditions/Resource Land and shoreline use are not a resource per se, though great public benefit can be achieved by land use controls such as zoning. The 5 acre site is zoned GC, is located in a designated Urban Growth Area (UGA) and is connected to Smokey Point Boulevard via an access panhandle in the southeast corner of the property. The majority of the site is vacant apart from a log home manufacturing business (to be removed) which currently operates on the western portion of the lot next to 1-5. Short platted lots lie to the east and contain a medical clinic and small office s:Vormbankkom m\1090.doc Page 4 building. These properties as well as properties to the immediate south, which are comprised of 2 car dealerships and a mobile home storage yard, are zoned GC. Property to the immediate north is vacant and is zoned CB. b. Project Impacts A 119, 600 square foot hotel/office complex is proposed for the site. Three hundred forty one parking stalls will be provided for the development. The parking area will be landscaped and provision has been made for future access from the parking lot to the adjoining property to the north, when that property is developed. An accessible route of travel for pedestrians and the wheelchair-bound, leading from Smokey Point Boulevard to the entrance of the building will be provided. C. Applicable Ordinances and Policies SCC Title 18 -(Zoning Code) General Policy Plan d. Analysis Hotels and offices are permitted uses in the GC zone. The proposal will satisfy minimum zoning code requirements relating to building setback, building height, lot coverage, parking and landscaping. e. Conclusion The proposal will not present a probable, significant, adverse impact to this element of the environment. 14. Transportation a. Existing Conditions/Resource The site is accessed from Smokey Point Boulevard via a panhandle located on the southeast part of the property and lies within County Transportation Service Area (TSA) "B". Road frontage abutting the property is improved with curb, gutter and sidewalk. The site abuts 1-5 along the western property line. SR 531 (172nd Street NE) is approximately 1/4 mile to the north. b. Project Impacts The proposal will contribute an estimated additional 1,437 Average Daily Trips (ADT) to TSA "B". Approximately 1,179 of these trips will impact the state highway system. C. Applicable Ordinances and Policies Road Ordinance (Title 26B SCC) General Policy Plan d. Analysis sAformbank\comm\1090.doc Page 5 The application is within the boundaries of the Smokey Point RID #24. The development's traffic impacts to the county road system are mitigated by participation in the RID. Impacts to the state highway system will be mitigated by payment of$2,198.80 towards the SR531/67th Avenue NE Signalization Project and $72,749.92 towards the 1-5/SR531 Interchange Modification Project. The applicant has also offered to sign a non-protest agreement to participate in an additional Road Improvement District so as to contribute a prorata share toward future widening of SR531, from 43rd Avenue N.E. to 67th Avenue N.E. Provision has been made for future access from the parking lot to the adjoining property to the north, when that property is developed. e. Conclusion The proposal will not present a probable, significant, adverse impact to this element of the environment. DISCLAIMER The determination that an environmental impact statement does not have to be filed does not mean there will be no adverse environmental impacts. Snohomish County codes governing noise control, land use performance standards, construction and improvement of county roads, off site road improvement obligations, drainage control, fire protection and building practices will provide substantial mitigation of the aforementioned impacts. The issuance of this Determination of Nonsignificance should not be interpreted as acceptance or approval of this proposal as presented. Snohomish County reserves the right to deny or approve said proposal subject to conditions if it is determined to be in the best interests of the county and/or necessary for the general health, safety and welfare of the public to do so. DISCLAIMER The determination that an environmental impact statement does not have to be filed does not mean there will be no adverse environmental impacts. Snohomish County codes governing noise control, land use performance standards, construction and improvement of county roads, off site road improvement obligations, drainage control, fire protection and building practices will provide substantial mitigation of the aforementioned impacts. The issuance of this Determination of Nonsignificance should not be interpreted as acceptance or approval of this proposal as presented. Snohomish County reserves the right to deny or approve said proposal subject to conditions if it is determined to be in the best interests of the county and/or necessary for the general health, safety and welfare of the public to do so. DISTRIBUTION LIST Snohomish County Planning Department Department of Public Works- Land Development Analyst Sheriff's Office Fire District 12 Washington State Department of Ecology Department of Fish and Wildlife Department of Transportation Utilities Public Utility District#1 of Snohomish County sAformba nk\comm\1090.doc Page 6 Marysville Sewer and Water Other Agencies City of Arlington Community Transit Adjacent Property Owners: Notice of the issuance of this Determination of Nonsignificance has been mailed to property owners of record within 500 feet of the external boundaries of this project. ATTACHMENTS 1.Vicinity Map 2. Ownership &Zoning Map 3. Site Plan or Plat Map 4. Environmental Checklist s.Vbrmbankkomm\1090.doc Page 7 VICINITY MAP (not to scale) lir AR GTOI� T all win I = 172ND SMOKEY POINT El WE UAM Ban j' NHIt R Q M!IYff I • ■■ to of '. SSIN - - ■ sAformba nk\com m\1090.doc Page 8 ZONING MAP (not to scale) JDY�aS00 + i Z A 9 u 9a 8 _6 t 1 t 1691h. PL N. E. �7- 9T 6 s � i2 1•.;� I �� I io 11, U A1 � ��t d �T 1�/U ti ��;,Pe,, 8 I 16f G U a f 11 I /-cn LS 178-84 z p SP213(8-75) � I S144-73 / 004 t a fr — --- —Iwo aitterentt t D 1 R 10(I - 69) G V 2 Need comp test- R' Im R40(8-72) I MA6-19-7• — x 2 R I I(5-73) � /-0/2 I-OZO Rev I ULl /-003 m 1�8 SP 194(8-73) ,�(�� 3 Z, I p l-0/0 /-0/3 C v tY P3 R 60-77 tl c ��K W/SITE PLAN.a CON D. C-9lo?Z70 �a I, R-5 ZA 8306138. s-\formbank\com m\1090.doc Page 9 SITE PLAN (not to scale) 1 . s yj ti,�-b:w S'v �`.�u�° �A �i�F.i �' {�1t tvy�.'..��~-•( u=Y T V�..ig— °= T�: ` iJ� •SYa, '.�'• :Y `+-i]tiff fii per.r-Y +� ♦� M't �i`�• ;r rt UY 7 �S' _ d ,2.• •✓_'i- t.u'.i, S!{'.:ii • J7�.:r.A �:_Y 4«T ii)r..• ,_ 22,Fr,:fi:i+•rr a 4!o i•tw• i` ?:i= �'•, M1-4 WJ a-•!MGM 3.•ii.JM.N4 �4 y wJ'� i.= 2 di:i ::: i ♦4a� J:] '' «M i. :►J+ ronas� v,ao +Rb•A..ti?,u•.�"I I �'•'': 11F LU � • w .J j{! .T - '2• I -,•111 .',� � *+. 5A• ' . 4 rwtl•,. sl. j «0,INN & p� , J( to .:ai - _ ^�<<..R � .�7 �,Tr.,, •c_S �:i i �` t••�• t�p} ' II:I ice`. .i�+�. ' IL z_ o.� '` .1°I "%1 tII:.• 2 � �t at•7aY.— tell`Cl It_�. �,1 s= Al aj KII 'ACC: �:A:}i� I• P •� w yr;• ,.'•�T�► ,T.•r- .�„ .�j��:V..�:��o-fig . h y s:Uormbank\comm\1090.doc Page 10 'r .:nl.y•�Qai.yscatKi NOTICE OF DETERMINATION OF NONSIGNIFICANCE Local File Number: 96-109763-000-00-CP Applicant: Smokey Point Properties Contact Person: Ross Jameson Gary 16404 Smokey Point Blvd. Suite 301 Gary Parkinson, Arlington, WA 98223 Architects 2812 Colby Av. Everett, WA 98201 DESCRIPTION OF PROPOSAL: Construct a 119,600 square foot hotel and office complex on a 5 acre site zoned General Commercial (GC). The project consists of a 4-story, 99 room hotel approximately 56,700 sq. ft., a 4-story office building approximately 51,000 sq. ft, and a one-story connecting wing between the two approximately 13,200 sq. ft. Three hundred forty one parking stalls will be provided for the development. Provision has been made for future access from the parking lot to the adjoining property to the north, when that property is developed. Grading to accommodate the proposed building and drainage system is 6,800 cubic yards excavation and 11,700 cubic yards fill. There are no wetlands on the property. Location of Proposal: 16710 Smokey Point Blvd. Arlington, WA 98223 Located in the NE quarter section of: Section: 29, Township: 31 N., Range: 5 E., W.M. Tax Account Number: 293105-1-017-0004 Lead Agency: Snohomish County Planning and Development Services THRESHOLD DETERMINATION: The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) IS NOT required under RCW 43.21 C.030(2)(c). This decision was made after review by Snohomish County of a completed environmental checklist and other information on file with this agency. This information is available for public review upon request. This Determination of Nonsignificance is issued under WAC 197-11-340 (2) and is subject to a 15 day comment period and a concurrent 14 day appeal period. Written comments may be submitted to the lead agency at the address below. Comments must be received 15 days from the date of issuance of this DNS, publication of notice, or posting of the property, WHICHEVER OCCURS LATER. APPEALS: This DNS may be appealed pursuant to the requirements of Section 23.40.022 SCC and Chapter 2.02 SCC, within 14 days from the date of issuance of this DNS, publication of notice, or posting of the property, WHICHEVER OCCURS LATER. Any appeal must be addressed to the County Hearing Examiner, accompanied by a filing fee of $100.00, and be filed in writing at the Public Assistance Counter on the Fifth Floor, County Administration Building, Everett, WA. The appeal must contain the items set forth in Subsection 2.02.125(2)SCC. Contact Person: Monica McLaughlin (425) 388-331 1 extension 2144 Responsible Official: Stephen Holt, Director Planning and Development Services Address: M/S 604, Administration Building, Fifth Floor 3000 Rockefeller Avenue, Everett, Washington 98201 s:Vormba nk\com m\1090.doc Page 11 �^ irl q 4 'I 1 PUBLICATION DATE: March 4, 1998 NEWSPAPER: Everett Herald ATTENTION: Laresa Knowles, Legal Department FROM: Jackie Cooper, Commercial Secretary SUBJECT: Legal Advertising NOTICE OF DNS We would like the attached advertisement published in the legal section of your newspaper on or before the date noted above: BILLING(S) FOR PUBLICATION SHOULD BE SENT TO: Ross Jameson with Gary Parkinson, Architects 2812 Colby Avenue Everett, WA 98201 Phone Number: (425) 252-2153 Please send TWO (2) sets of AFFIDAVITS OF PUBLICATION TO: Jackie Cooper Planning and Development Services Building Division, Mail Stop 604 3000 Rockefeller Everett, Washington 98201 Thank you. B:NOAPUB ��is NOTICE OF DETERMINATION OF NONSIGNIFICANCE Local File Number: 96-109763-000-00-CP Applicant: Smokey Point Properties Contact Person: Ross Jameson Gary 16404 Smokey Point Blvd. Suite 301 Gary Parkinson, Arlington, WA 98223 Architects 2812 Colby Av. Everett, WA 98201 DESCRIPTION OF PROPOSAL: Construct a 119,600 square foot hotel and office complex on a 5 acre site zoned General Commercial (GC). The project consists of a 4-story, 99 room hotel approximately 56,700 sq. ft., a 4-story office building approximately 51,000 sq. ft, and a one-story connecting wing between the two approximately 13,200 sq. ft. Three hundred forty one parking stalls will be provided for the development. Provision has been made for future access from the parking lot to the adjoining property to the north, when that property is developed. Grading to accommodate the proposed building and drainage system is 6,800 cubic yards excavation and 11,700 cubic yards fill. There are no wetlands on the property. Location of Proposal: 16710 Smokey Point Blvd. Arlington, WA 98223 Located in the NE quarter section of: Section: 29, Township: 31 N., Range: 5 E., W.M. Tax Account Number: 293105-1-017-0004 Lead Agency: Snohomish County Planning and Development Services THRESHOLD DETERMINATION: The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) IS NOT required under RCW 43.21 C.030(2)(c). This decision was made after review by Snohomish County of a completed environmental checklist and other information on file with this agency. This information is available for public review upon request. This Determination of Nonsignificance is issued under WAC 197-11-340 (2) and is subject to a 15 day comment period and a concurrent 14 day appeal period. Written comments may be submitted to the lead agency at the address below. Comments must be received 15 days from the date of issuance of this DNS, publication of notice, or posting of the property, WHICHEVER OCCURS LATER. APPEALS: This DNS may be appealed pursuant to the requirements of Section 23.40.022 SCC and Chapter 2.02 SCC, within 14 days from the date of issuance of this DNS, publication of notice, or posting of the property, WHICHEVER OCCURS LATER. Any appeal must be addressed to the County Hearing Examiner, accompanied by a filing fee of $100.00, and be filed in writing at the Public Assistance Counter on the Fifth Floor, County Administration Building, Everett, WA. The appeal must contain the items set forth in Subsection 2.02.125(2)SCC. Contact Person: Monica McLaughlin (425) 388-3311 extension 2144 Responsible Official: Stephen Holt, Director Planning and Development Services Address: M/S 604, Administration Building, Fifth Floor 3000 Rockefeller Avenue, Everett, Washington 98201 sAformba n kkom m\1090.doc Page 11 Affidavit of Publication STATE OF WASHINGTON, COUNTY OF SNOHOIVIISH, f SCE 1 DETERMINATION OF ��Nf1O�N�S16�N�iFgI�CANCE U Tile Number- •cP The undersigned, being first duly sworn on oath deposes an says Av ll+��pe�v mokaYy-Point Propperliea that she is Principal Clerk of THE HERALD, a daily newspaper 16404 at Point Blvd, Suite 301 printed d published in the City of Everett, County of Snohomish, Arlin ton,WA 98223 p an alss Amaersso Gary and State of Washington; that said newspaper is a newspaper of Gal ryy Parkinson,Architects 2812 Colb Av. Everett 1nrA se2o1 general circulation in said County and State; that said newspaper 86ffiRiP'}tON OF PROPOSAL: litrucl a H9600 square tool hotel and olfice complex has been approved as a legal newspaper by order of the Superior on a 5 acre site zoned Gen• ores Commercial (GCJ, Tne Court of Snohomish County and that the notice------------------------- ------------- grojecl consists of e -alor.9, 99 room hotel approximately 56 700 sq. It.,A4-story office building approximately 51,000 Determination of Nonsignificance sq. fh and a one-story con- .....• """" necling wing between Ilse Iwo ................ .............................. .....I................... approximatelyy 13.200 sq. ll. Thee hundred lofty one packing stalls will be provided tar the development. PfovI. Local File No. • 96 109763 000 00 - ............... ................. lion has been made for future "'" - access from the parking,(ol to the adjoining groporly o the north, when that property Is developed. Grading to aC. Ross Jameson Gary ""' aommodelo the Proposed ............. ......,........._ _ ......................_............. buildingy and dralna1Ia system is 8,800 cubic yyards oxcava• Is and 1 bic y cubic yards a printed copy of which is hereunto attached, was published. in said IIII. There are no wetlands on (1-g pplro.piaorlI_yOr.. g�� newspaper proper and not in supplement form, in the regular and '14""mc, ay FsoTnt Blvd, Arlington,wA 98223 entire edition of said paper on the following days and times, namely: Located In the NE quarter aaclion of: Section: 29, Township:31 N..Range:5 E., W.M. j°9�9 `lP'o�Nl`Ib$$Ix March 6, 1998 .... ............:............................................................... ................................................... liti n4,254.1 age County Planning and Da,oloPPmanl Services I / THRE, OLO DJr RMINATION: 1 Tlf—o fe genc for is Pro. 1 _. ............................,., Sees not has determined that it ................................................................. does not have a probable, significant adverse impact on a d tha said newspaper w regu arly dis ibuted to its subscribers the environment An envlron• mental Impact statement EIS is NOT eqqul(ed under c du ' g all of said p� iod. 43.21C.030(2)(c). This decl- slon was made after review by Snohomish County of a com• plated onvironmenlal Checklist .................................. and other information on HIo "'' ' ""' with this agonc . This into(. i """ Principal Clerk malion Is avallaGto for public rev few upon request. This D.'.O alfon of Non• 6th signfllcance Is Issued under 197-11.340 (2) and is WAC aubiocl to a 15 day commons Subscribed and sworn to before met is............................ Per red and a concurrent 14 day appeal period. Wrlllen comments may be submitted March to the IeV agenoy at the .... .......( ig•••$••• address below. Comments da ••• ••••"' must be received within 15 days Ifom the dale of Issu• ance of this DNS. publication 'ol notice, or Dposlfnuu of the ..... ..................... .notice, WHfCHEVER OC• .....d .......... ... . �u S LATER. Not Public in and for the tate f Washing on, ppppp��• This DNS may be app`ea a� pursuant to the residing at Everett, Silo, ty requirements of Socpon ^�0 � 23.40.022 SCCC and Chapter `J lib he dSCc whfIhin 14 days �9 from the data OfIssuance of notice Oo Postin blot then roe. gg prop. oftY WHICHEVER OCCURS 4 �p'Ok Y LATER. Any appeal must be addrossed to the County Hearin Examiner,pp aocompa- $100.00. and be1f11edin wilt- Ing at the Public Assistance tnn Build- � p4 je. O Counter on the Filth Floor, Ing vo ell WA.The appeal '9� 5_19•A8 ~ Ing, E (7 must containthe sot Ina forth in Subsection ction 2.02.125 z)SCC.gg OF WA$ (425)388-331 i hlln extension 2144 aqfop Plann ng and. rector Development Services MIS 604 Administration Building,Fifth Floor 3000 Rockefellerr Avenue Published;March 8.o1996, go0q PUBLICATION DATE: March 4, 1998 NEWSPAPER: Arlington Times ATTENTION: Legal Department FROM: Jackie Cooper, Commercial Secretary SUBJECT: Legal Advertising NOTICE OF DNS We would like the attached advertisement published in the legal section of your newspaper on or before the date noted above: BILLING(S) FOR PUBLICATION SHOULD BE SENT TO: Ross Jameson with Gary Parkinson, Architects 2812 Colby Avenue Everett, WA 98201 Phone Number: (425) 252-2153 Please send TWO (2) sets of AFFIDAVITS OF PUBLICATION TO: Jackie Cooper Planning and Development Services Building Division, Mail Stop 604 3000 Rockefeller Everett, Washington 98201 Thank you. B:NOAPUB Affidavit of Publication STATE OF WASHINGTON, l COUNTY OF SNOHO1vISH, NOTICE OF APPLICATION November 20.1996 APPLICATION:On November 5, 1996 an application lot Hotel Complex Willi Conference Center and Restaurant was filed Willi Snohomish County Planning 6 Development Services (PDS). The undersigned, being first duly sworn on oath deposes and says Said application will be olerminod to bo complete as of December 2. 1996.pursuant to SCC 32.60.040(t)(s). The building and l.or grading permit appplications and comploto that she is Principal Clerk of THE HERALD, a daily newspaper case file are available lot review at Ilia Dept. of Planning 6 Bldg- PPmom Services,Building Division,County Administration on printed and published in the City of Everett, Count of Snohomish, Bldg., 61h Floor, 300b Rockefeller Ave. MIS #604, Everett. p P Y Y Wash.98201. This notice starts a twenty-one dayy ppublic and agency comment and State of Washington; that said newspaper is a news period, pursuant to SCC 32.50.060(2 gpaper Of ). Interested parties may comment on the application, receive additional notice participate In public,hearings (if any), and receive copies of general circulation in said County and State; that said newspaper Jeasions on the pro)oel by submitting a specific roquosl to the nddross above.Please contact the project manager lislod below u you need Information regarding appeals. has been approved as a legal newspaper by order of the Superior APPLICANT:SmekoYY Point Properties FILE NO.:98-1 09 7 63 PROJECT ADDRESS/LOCATION: Court of Snohomish County and that the notice---------------------------------------- 16710 Smokey Point Bouiuvard ArlinQlon Wasldn ton 98223 PROJECT DE`SCRIPTPON: 119,600 Square Foot Hotel Complex Notice of Application with Conference Center and Restaurant. FOR FURTHER INFORMATION: Contact Monica McLaughlln, ......_.. .. . ......_ _...-...--- ..__...._....................................................... ............... Department of Planning 6 Development Services, Building Division,a1 388.3311,extension 2144. Published:November 22. 1996. Smokey Point Properties File No. : 96-109763 _ ...................... ....... .__.. . . . ............................................................................ a printed copy of which is hereunto attached, was published in said newspaper proper and not in supplement form, in the regular and entire edition of said paper on the following days and times, namely: November;.22, 1996 ..................................................................................................---................................ and that ai n wspaper was regularl distributed to its subscribers during a gaid period. 0 �`6 vL ', incipa1. Clerk Subscribed and sworn to before me this..-I...... 2nd day November 19..9.6.. - ............... Notary Public in and for the to of Washington, residing at Everett, Snoho 1sh Co nty. EGE1I VED �0 E J q (1 ► °97 �,O s�oN � matt?.r^ n rvr t7^NENT NOTAgy t�. . Div. �:i.� .;u . SE�1; - a pli e LAG �j 5-19.98 F OF WASN"r)� B-2-1 SCDLUR21 REQFORMR D1 VM/SP CONVERSATIONAL SYSTEM C.. REQUEST FOR DATA PROCESSING SERVICES To : Information Services From : Margaret Irvine Attn : Operations Dept :PDS Tel : X 2267 Run#SCDLUR21 Date Desired:ASAP Control# Date Completed 11 ��by Authorized Signature ADDRESS LABELS (AIF SITE ADDRESSES FOR MORTGAGE COMPANIES AND ADDRESSES FOR TAXPAYERS OF RECORD )AND LEGAL DESCRIPTIONS Labels to be sorted by:nam or zip code(circle one). Literal to be used for second address line on mortgage accounts:or resident ( maximum of 30 characters). Cartogrophy code number: U Is requested for each label code , Set(s) of 3-up address labs eq 0 Number of legal description hard copies - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------- -- ----- THE FOLLOWING INFORMATION IS FOR PDS OFFICE USE ONLY Planner/Site Reviewer Beginning subject property account number: t� PDS Tracking File Number: Snohomish County Planning and Development Services Robert I Drewel AFFIDAVIT OF NOTIFICATION County Executive M/S#604 3000 Rockefeller Avenue Everett,Wa 98201-4046 (206)388-3311 FAX(206)388-3872 FILE NUMBER: 96 109763 APPLICANT: Smokey Point Properties DOCUMENT: NOTICE OF APPLICATION I, Roxanne Reale, Secretary, Planning and Development Services, certify under penalty of perjury under the laws of the State of Washington that: 1. 1 have been authorized by Planning and Development Services, to mail and publish notices of application as required by Snohomish County Code. 2. 1 have made a good-faith effort to mail the above-described document to each person entitled thereto. The names and addresses of the persons to whom I mailed said document are listed on the sheet(s) attached hereto. 3. The total number of notices was 31 and said notices were mailed on November 20, 1996. 4. Said notice was faxed to the official county newspaper (The Herald) on November 20, 1996. A copy of said publication is attached hereto and appeared in said newspaper on November 22, 1996 Signed at Everett, Washington on November 20, 1996. (Signature) B:AFFIDAVIT recycled paper Snohomish County Planning and Development Services Robert J.Drewel County Executive M/S#604 PUBLICATION DATE: November 22, 1996 3000 Rockefeller Avenue Everett,Wa 98201-4046 (206)388-3311 NEWSPAPER: The Herald FAX(206)388-3872 ATTENTION: Laresa Knowles FROM: Roxanne Reale, Commercial Secretary SUBJECT: Legal Advertising NOTICE OF APPLICATION We would like the attached advertisement published in the legal section of your newspaper on or before the date noted above: BILLING(S) FOR PUBLICATION SHOULD BE SENT TO: Mr. Ross Jameson, Gary Parkinson Architects 2812 Colby Avenue Everett, Washington 98201 (206) 252-2153 Please send TWO (2) sets of AFFIDAVITS OF PUBLICATION TO: Roxanne Reale Planning and Development Services Building Division, Mail Stop 604 3000 Rockefeller Everett, Washington 98201 Thank you. B:NOAPUB VERIFICATION OF POSTING STATEMENT Pursuant to Snohomish County Ordinance No. 93-158, effective January 14, 1994, an applicant is required to post a sign or signs as specified by the ordinance and the posting notice handout provided at the time of application. Such posting is required to occur within five (5) working days of filing an application with Snohomish County. Please complete the following verification statement and return it to Snohomish County Planning and Development Services within fifteen (15) days of application. If verification of posting is not returned to the department within fifteen days, the ordinance specifies that the department shall discontinue processing of the permit application until such verification is received. VERIFICATION OF POSTING Project File No. —1®1Q A5_T elo Posted this day of AJ6 V CM 6E P 19 19 I hereby verify that I have posted, within five (5) days of the County's acceptance of filing, two or more signs which meet county standards as specified in Snohomish County Ordinance No. 93-158. Said signs are posted at the following location: ;710 T/V&4`�'% i°l SZ /l.� i Signature RA k Me tc, Name (Please Print) O� Says r�,r�y RETURN TO a:Uandum%data%postmt Revised 6111196 VERIFICATION OF POSTING STATEMENT Pursuant to Snohomish County Ordinance No. 93-158, effective January 14, 1994, an applicant is required to post a sign or signs as specified by the ordinance and the posting notice handout provided at the time of application. Such posting is required to occur within five (5) working days of filing an application with Snohomish County. Please complete the following verification statement and return it to Snohomish County Planning and Development Services within fifteen (15) days of application. If verification of posting is not returned to the department within fifteen days, the ordinance specifies that the department shall discontinue processing of the permit application until such verification is received. VERIFICATION OF POSTING Project File No. 9�C /�� Posted this 0-5�- day of ��f/��iC 19 p� I hereby verify that I have posted, within five (5) days of the County's acceptance of filing, two or more signs which meet county standards as specified in Snohomish County Ordinance No. 93-158. Said signs are posted at the following location: Signature Mary Rnr-\ Hon,L-CA Name (Please Print) RETURN TO / .:wnda.Wae4)osdnst Revised 12MI94 Als"" OhOmish County Sn — ---- --- elop ment Services - ---------- - - - - Planning and pe. Robert J.Dieviel County Executive MIS z60Q 3000 Rockefeller Avenue November 20, 1996 Everell.W°98201 40a6 (2(36)388-3311 FA)((206)388-3872 Mr. Ross Jameson Gary Parkinson, Architects 2812 Colby Avenue Everett, Washington 98201 Re: Smokey Point Properties 16710 Smokey Point Boulevard Arlington, Washington 9822-35_1-017-0004 Tax Account Number: 2931 0 Project Tracking Number: 96 109763 Dear Mr. Jameson: Bated for the n losed lease find two copies of the Notice of Application that was �r Enclosed c p large signs above referenced file. en two 158 rcial building permit you were 91 -4 inance No. Dint When you applied for your Cornme et frontage Or P (approx. 2' x 4') to post on your prop05ed site. Snohomish Counts went within fifteen conspicuous location on the stye man of access dtoothe pru to oper y and the gsend back ns in a Verification of Posting State days. to place a copY of the we need ification you of Posting To fulfill Snohomish Count 's qua y I ifications of post►ngand return a er enclosed Notice of Application or' each of these signs days of receipt of this letter. Statement to our office within fifte Sion 2570. If you have any questions I can be reached at(206) 388-3311 extc r! Sincerely, Xwk() C'l/�' Roxanne C. Reale Commercial Secretary Enclosures Certified: P 267 217 356 AIAI�Ixl Snohomish County Planning and Development Services Robert J.Drewel County Executive M/S#604 PUBLICATION DATE: November 27, 1996 3000 Rockefeller Avenue Everett,Wa 98201-4046 (206)388-3311 NEWSPAPER: Arlington Times FAX(206)388-3872 ATTENTION: Judith FROM: Roxanne Reale, Commercial Secretary SUBJECT: Legal Advertising NOTICE OF APPLICATION We would like the attached advertisement published in the legal section of your newspaper on or before the date noted above: BILLING(S) FOR PUBLICATION SHOULD BE SENT TO: Mr. Ross Jameson, Gary Parkinson Architects 2812 Colby Avenue Everett, Washington 98201 (206) 252-2153 Please send TWO (2) sets of AFFIDAVITS OF PUBLICATION TO: Roxanne Reale Planning and Development Services Building Division, Mail Stop 604 3000 Rockefeller Everett, Washington 98201 Thank you. B:NOAPUB NOTICE OF APPLICATION November 20, 1996 APPLICATION: On November 5, 1996, an application for Hotel Complex with Conference Center and Restaurant was filed with Snohomish County Planning & Development Services (PDS). Said application will be determined to be complete as of December 2, 1996, pursuant to SCC 32.50.040(1)(a). The building and/or grading permit application(s) and complete case file are available for review at the Department of Planning & Development Services, Building Division, County Administration Bldg., 5th Floor, 3000 Rockefeller Ave. M/S #604, Everett, Washington, 98201. This notice starts a twenty-one day public and agency comment period, pursuant to SCC 32.50.060(2). Interested parties may comment on the application, receive additional notice, participate in public hearings (if any), and receive copies of decisions on the project by submitting a specific request to the address above. Please contact the project manager listed below if you need information regarding appeals. APPLICANT: Smokey Point Properties FILE NUMBER: 96 109763 PROJECT ADDRESS/LOCATION: 16710 Smoky Point Boulevard Arlington, Washington 98223 PROJECT DESCRIPTION: 119,600 Square Foot Hotel Complex with Conference Center and Restaurant FOR FURTHER INFORMATION: Contact Monica Mclaughlin, Department. of Planning & Development Services, Building Division, at (206) 388-331 1, extension 2144. B:196109763.DOC TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 14 . TRANSPORTATION a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. I-5, Smokey Point Boulevard b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Yes (Bus #210) C. How many parking spaces would the completed project have? How many would the project eliminate? 341 parking spaces - 0 eliminated. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private) . No e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. Per trip generation manual : q34- 4vT Hotel - 8 . 7 per occ. room x 99 = 861 �tcm ��f f� /L Restaurant & Hotel Services 96.51 x 7.1 = 685 ,-r Office Bldg. 16.58 x 52 .3 = 867 Of g. Proposed measures to reduce or control transportation impacts, if any: Traffic impacts from this development are being C � 4) met by our R.I.D. assessment previously paid �Cl per Snohomish County code. �- J1 Page - 13 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other) ? If so, generally describe. Obviously the fire and police departments would have to be aware of this project, however there would be no need to increase their respective manpower requirements. b. Proposed measures to reduce or control direct impacts on public services, if any: None 16. UTILITIES a. Underline utilities currently available at the site: electricity; natural gas; water; refuse service; telephone; sanitary sewer; septic system; other: private well b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Power: Snohomish County P.U.D. Water/Sewer: City of Marysville Natural Gas: Washington Natural Gas Telephone: GTE of the Northwest C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: �o-X Date Submitted: / �' - Page - 14 NOTICE OF DETERMINATION OF NONSIGNIFICANCE Local File Number: 96-109763-000-00-CP Applicant: Smokey Point Properties Contact Person: Ross Jameson Gary 16404 Smokey Point Blvd. Suite 301 Gary Parkinson, Arlington, WA 98223 Architects 2812 Colby Av. Everett, WA 98201 DESCRIPTION OF PROPOSAL: Construct a 119,600 square foot hotel and office complex on a 5 acre site zoned General Commercial (GC). The project consists of a 4-story, 99 room hotel approximately 56,700 sq. ft., a 4-story office building approximately 51,000 sq. ft, and a one-story connecting wing between the two approximately 13,200 sq. ft. Three hundred forty one parking stalls will be provided for the development. Provision has been made for future access from the parking lot to the adjoining property to the north, when that property is developed. Grading to accommodate the proposed building and drainage system is 6,800 cubic yards excavation and 11,700 cubic yards fill. There are no wetlands on the property. Location of Proposal: 16710 Smokey Point Blvd. Arlington, WA 98223 Located in the NE quarter section of: Section: 29, Township: 31 N., Range: 5 E., W.M. Tax Account Number: 293105-1-017-0004 Lead Agency: Snohomish County Planning and Development Services .k , THRESHOLD DETERMINATION: The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) IS NOT required under RCW 43.21 C.030(2)(c). This decision was made after review by Snohomish County of a completed environmental checklist and other information on file with this agency. This information is available for public review upon request. This Determination of Nonsignificance is issued under WAC 197-11-340 (2) and is subject to a 15 day comment period and a concurrent 14 day appeal period. Written comments may be submitted to the lead agency at the address below. Comments must be received 15 days from the date of issuance of this DNS, publication of notice, or posting of the property, WHICHEVER OCCURS LATER. APPEALS: This DNS may be appealed pursuant to the requirements of Section 23.40.022 SCC and Chapter 2.02 SCC, within 14 days from the date of issuance of this DNS, publication of notice, or posting of the property, WHICHEVER OCCURS LATER. Any appeal must be addressed to the County Hearing Examiner, accompanied by a filing fee of $100.00, and be filed in writing at the Public Assistance Counter on the Fifth Floor, County Administration Building, Everett, WA. The appeal must contain the items set forth in Subsection 2.02.125(2)SCC. Contact Person: Monica McLaughlin (425) 388-3311 extension 2144 Responsible Official: Stephen Holt, Director Planning and Development Services Address: M/S 604, Administration Building, Fifth Floor 3000 Rockefeller Avenue, Everett, Washington 98201 s:Vorm ba n kko m m\1090.doc Page 11 lljEC- 28, TWP. 31NI R %6555 " = 400' N. E. 1/4, SEC.29, T. 31, R. 5 E. 1 i------ - ----------J- i 1 / 1I I 1 $MONEY POINT SHOPPING (L'• ( O I ----Q CENTER B.9.P. 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REC AF NO 93092950'C1 . 13LING PrN OF TR 1 64 49 E X ST PLAT- I4 J�774—� 1=� - - 65 so 66 �67 J J2 69 1 7 a J J3 6 71 J S, 72 J 56, 74 1 75 �J 57i 76 J J 'l r-_----------------------------;-,----------------..-_ _..._•._-___._..�-..----_...� --------- ' 1 S 4 O H 0 V, 13 H C U U V T Y L E G A L b L S C R I P T 1 0 N L I S T I N G 'l %1 - - - 11 SPJP 1001 DATE RUN - 11/15/96 PAGE 3 2� 31 4 5 7 6 ACCT { 8 7 213135-1-022-3.0)7 9 e S.NJK_Y POINT VNI4AL H7SPITA- 9 7H_JI_T'4ER RJNAL) 12 L 10 5721 SMUl(L ?T BLV9 — — — - - 13 1 11 AILINGTON WA 98223 17 LIT 2 AS UESC IN SP67( 3-d4) RECIC AF NO d501110200 16 13 -T=VTv PTR-0E-iEl14 N-E-7114 CREV PER BLA -102589 AF 14 505 60333 17 ,5• 1s — 20 16 P►C�T 21 22 .oCI-_)103 23 1u TEXACJ INC/TkX U=' T 24 -S-BtJ X-T(iT3 - — - 25 UVIVERSAL CITf CA 915D9 26 211 JIHASON TRACTS BLK 000 0--01 SLOGS ONLY 27 28 22 CT'V-:'X-4-CC-SERVr EE-ST-CT -0f--SMLKLY POINTS14OPPI G B P REC AF NO 29 9309295001 BE[ % PTN OF TR 1 EXST PLAT IN NE1/4 30 )23 31 24 � 25� 33 ACCT �# - - — — - 34 ) 27I 4328-D'JO-'DL1-,3 20 9 35 3s 28 i C` RTPIL L C - - 37 29 920 GRELLE DR 8 ) su LENI ST JN I0 535) 1 40 31 JJHsNSUN T RAC T i - — 41 3z 54OKEY PJINT SHOPPING CENTER BSP REC AF NO 930 92 95 00 1 G BEING PTN OF TR 1 e3 ) 33 7= Ea(ST PLAT IN NE1/4 29-31-)S 44 J45 35 46 36 ACCT 4 s 37 432B-300-✓V1-J3U�i - - 49 `) 38 J43RA INC 50s1 J ATTN: RICHARD OPLER 40 =� uJX 217 - _ 52 53 4 DINA WA 98039 54 J ,12 J3HNS Odd TRACT i 6LK GOOD U-Q3 - LOT 3 OF 56 ,3 SMOKEY ?JrNT 3-077ING -CENT- K FIS? REC AF NU 930VZ95CCI ZEIUG PTN OF Tip 1 57 .14 EKST ' LAT IN VE1I4 29-.31-35 se J 59 451 60 -16 61 ACCT 63 46 +528�7{33-0G3-3 4)7 .� &1 -19 53PLR4AR ET— = V CjRP - - -- - - - 65 56 7890 S 186TH 1667 J s, CENT HA 98332 68 Ni J1HNS-J N k - ELK a 4 - L `4 U� - - - 69 J 53 S' JK:-: Y POINT 31133PING CENTER 3SP REC AF NO 9309295001 G BEING PTN OF TR 1 70 ,J s1 72 73 75 L. 57i 76 J J , S V J 10 M I 5 M C I U AT Y L E G A L U L S C R I P T 1 U N L I S T I N G 8 ,j S•'Ji'L1 JAit r<U1J — 11 /15/90 2 3 5 7 6 ACC T "9 s 7 233105-1—Ui2-.3L17 8 S40KEY POINT SALES C SEKVICE 111 9 16632 35TH 4 = 12 ,o A1LiAG TJN WA 9f3223 - — - - - 13 „ S 5/8 OF FDT 141/2 SE-1/4 NEl/4 LY ELY LF ST HWY LLSS WL ilG-661 15 12 TJ ST HWY ALS3 LESS E 4UFT TJ S,NLI CU FOR RD PER CCI 700/ 167 ALSO LESS E 16 c �3 414.34fT SD` =XC N 3DFT iiJF REFER TO 293105-1-012-01C8 FOR MH ONLY 117 4 1 1e 1 1s 1st 2A 16 ACrT _# — — — 21 2931 J5-1—G112-) i:JB 21 17 „1 N:W ACCOUNT 24 to 41 SERIAL #WHL 3911 1994 GULUENWEST/WINTERHAVEN 6OX27 7 s 2 211 Jed _LASED LA V) REFER TO 2 931 0 5-1-0iZ—CC09 FOR LAND 128 t1 20 30 23 31 J M ACC T 32 l - -- - — - 33 34 261 COX VICTOR :. JR 35 ) 27i ?URSEL KAREN I 36 28 P7 2T7K 303t3 a' 2s AZLIAS TGA WA 98223 36 3u 41/3 3F 51/2 3E114 tdE1l4 LESS CCi 39 RU LLSS 5/JiY ALSO LESS WD 98-746 TO S/HY -10 11. S S AD G L—Z7A—P E-R��Z E C� NJ l;_3 _6 I3 3 a 41 42 32 3 33 44 311 AC.T 0 — '15 35 Z93105-1-019-)OD2 46 � 17 ' 3s S T AAR F HENRY t I T I 48 7 11903 N LAKLSiJRr DK - - - as 38 LAKE STEVENS dA 9 8253 51 LIT 1 AS DESC IN SP 67 (3-84) REC•D AF NU 6501110200 52 40 3—= 1.9G PTN UF i REV PER BLA 95-1)2569 AF NL 9505160-333 53 54 41 55 .12 55 43 ACCT ,# — 57 44 2?31')5-1—D2, -100? 8 45 4;RK_L ANNIE I TT_ ss 46 AvNIE R;J8LRTA MEk'(EL T.k;1ST — - 61 62 J 47 9500 NARRIT R) #246 63 48 LAKESI UE CA 92)4) M .19 . 4r- 578 OF N1/2 SEl/4 NE1 4 LY S OF LN WH-- - - 65 IS 3)FT S OF AS MEAS AT R/A ra RUNS PLL TO S ;N OF N 3/8 SO SUB EXC E 40FT FOR 6 J 51 Cl RD ALSO L=SS W 101FT OF E 5)FT ADD'L CU RD UEJICATION ON SP 194-73 AUD FILE 68 52 . 3 311 7�E C;i 3 ss J 7 J 53 71 54 72 55 '�3 16 74 ,J 75 57, �7 S N J H J M 1 3 Fi C J U N T Y L E G A L U E S C R I P T I U N L I 5 T I N G `1 SNPL1031 DATE RUN — 11 15/9b PAGE 1 2 2 3 1 5 6 5 7 6 ACCT # _ 8 7 2)105-1-017-).004 9 8 SiOKEY POINT ' RORERTI=S 9 17215 SMO(Lf IT DR 12 10 4ZLIN6TON Wk 98223 13 N 313 OF FUT: 41 /2 SE1/4 :VEI/4 LY ELY OF ST HWY LESS FIST ALL TIC PTN NE1/4 t5 � 12 S=1/It NE-1/4 DAF CiJM NE CJR SU SU8 TH S64*09 08W ALG N LN SD SUES 30.02FT 16 13I _ N CJ 1) & T'E Ti SLY Alm W LN SL CC RL Zl2.75FT TH W PLL TO N LN OF 17 1.4 4=1/4 SE1/4 V_ 1/4 SO SEC 2fl4.75FT TH N PLL TU W LN SC CO RD 212975FT TO INT i9 15 WITH V LN 57 4E1 /4 SE1/4 4E1/4 TH E 20 — z1 16 (1UiE LLUAL )ESC11PTIJN J14 FILE 21 '� 17 23 18 24 1s ACCT # - 25 '26 20 2)3105--1--002-)001 17 21 GJRDON TOh 28 22 t3)45 S N CJN ARA R 29 23 B=AVERTON Ll 970D5 31 ) 24 RT-34-,4A) S 15 FT OF ILIA SW1 /4 NE3/4 LESS 5T HWY 32 25 - 33 34 26 35 27, ACCT # - 36 26 2)3IJ5-1--OC3—)003 - - - - 37 38 29 <=NN=Y GLENH 4 39 30 15614 TWIN LAZES AVE 40 31I 41LIN III TON--WA 9 s2z3 - - - Al 32 RT-38-45) N DOFT OF S 1)6FT 7F NE1/4 SN1/4 NL1/4 L OF NW1/4 SL1/4 NE1/4 LY as ) 33 WLY OF NEW 'RIMARY S/HY 4J 1 =XC WLY 61. 94FT THRUF AS MEAS ALG S LN LESS S/HY -14 — — 45 46 ) '47 3G ACCT # 48 iYLBACK JOEL I TAMMY 51 _) 39i 1'1130 46TH AV= V= 52 '10 14RYSV ILLE WA 98t71 53 41 1-_RT=3C-4C) 445FT OF NEi/4 5h114 NE1/4 LY bd 4 S/HY AS ME:AS ALG N Lei SCE SUB LESS ss 4z S 196F T THUF - SS ST HWY 56 - r 43 1 J58 44 59 45 ACC T ## 60 40 1-)31 D6-1-01D-.)001 61 47 SAVAGE MYRON 3 U NARY L � J .u1 REV]C LIVING TRUST _ 611 49' - - 15303 MAP'LNI _D AVENUE S W 65 50' SEATT-E WA 9816S 677 J 151 RT-4-,) N1/3 J= S_1/4 SW1/4 N=l/4 68 52 - - 69 70 i53 71 J 5.1 72 55 73 J74 561 75 J — 57 76 ,J J -- ,---- --- a _- - ----------- •-----..---........M-_...._--------_ -----------.----------- '1 S N 'J H O m I S H C O U N r Y L E G A L D E S C R I P T I .) N L I S T I N G 1/6 6 P1�L1 Q1 DAT= RUN - 11/15/96 T PAGE 9 1 F 1 2 1 2 3 r _ 4 4 5 5 6 6 ACCT 4 6 7 233105-2-063- DOS CONT. ) - 9 1 81 15404 SMOKEY ' T 3LVD #301 11 � 9 ARLIN; T0N WA 98223 la. 10 LOT 5-A OF SUtV Z-C VJL 25 OF SURV PGS 235 � 236 UND AF NO - 13 „ 38�J�rC)i55010 BEING A PTN S1/2 NW1/4 REV PER AF NO 95C705005 A REV OF 12 95021050DZ 1J 13 — 17 / 15 AC T # 19 —� 20 16 2-331 � �T-lVs1J 21 l 17 t 4 MO REALTY E C€3NS T 22 23 ,H 15401t SMOKLY ' T 3LVD .43G1 24 19 ARL14GUN WA 932Z3 -- - 25 2V LIT 5-8 OF SJIV IEC VIL 26 OF SURV PG 235 G 236 UND AF NO n "-) 2, 3804065010 3EINS A PTN S1/2 4dl/4 REV PER AF NO 9507105005 A REV OF 28 29 J 23 30 31 24 32 251 A C CT f 33 2 3 3115-2-065-_):00 t 34 27 RAHJ REALTY L CONST 35 ) _ 35 28 16404 S i-JKEY'Tom' L U #301 37 29 AILINGTON WA 98Z23 38 ) 30 LOT 5-C OF S'UIV ZEC VIL 26 OF SURV PGS 235 I; 236 UND AF NO 40 31; VTN 5 Nd1 (t REV PER AF NO 5-07105005 A REV OF d1 37� 9502135002 442 3 _) 1_ 44 11 45 35 ACC ACCT # 46.17 36 233105-2-U6S-) OD3 _ 18 37 lik3a kEALTY L CON5 T 49 _) 38 16404 SMOKEY "T 3LVD 1301 150 51 j 39 ARLINGTON WA 98223 2 o IT 5-D OF SJtV R=C VIL 26 OF SURV PGS 235 & 236 UND AF NO 53 J 41 8814065010 3=ING A PTN 5112 4W1/4 REV PLR AF NO 9707105005 A REV OF 55 .) 42 95,12125002 56 43' 57 J 44 5959 ..j '15 A C_;.T 9 58 46 44 32=04Q-dU1 47 ARLIVSTON CITY JF 40 CITY HALL 64 64 49 AILING TCN WA 98ZZ3 65 J 5o FIVE ACRE TJRCEY FARMS PLAT JF ELK 000 U-00 - LOTS 1 THRU 36 66 67 °J 51 66 9 69 70 1 71 '✓ 72 J 56 78 57 76 J J ------------ -•-------------_-_-_....-_------------------- --_--_•...------ S N 7 H U m I S H C J U N T Y L E G A L U L 5 C iR I P T I U N L 1 5 T I N G]�6 'l a - J AT-L RUN - 11/157-9u 2 2 3 3 —_— —r_� �--- 4 4 5 ,l 6 I 5 7 6 ACC+T 8 7 Z 31D5-1-017-),DD4 9 l 6 SyJKEY POINT 'RUB RTIES 110 s 17215 SMOKEY 'T DR 12 10 A I LIiGT N WA 9a22-,l3 13 11 4 3/8 OF FUT: N1/2 SE1/4 AE1/4 LY ELY OF ST HWY LESS EDT ALL TIC PTN NC1/4 15 12 SF1/4 NE1/4 3AF COO NE CUR SD SU8 TH SB4*09 08W ALG N LN S-U SUES 3O.O2FT 16 13 W LN CO R) S TPB TH SLY AL; W LN SD CC RE) 212.75FT' TH W PLL TO N LN OF " 1.1 411/4 SE1/4 NZ-1/4 SD SEC 2O4.75FT TH N PLL TU W LN SO CO RD 212. 75FT TO INT 19 `l 15 WITH N LN $3 4E1 /4 SEI/4 4E1/4 TH E ao 16 M3<RE LEGAL 3ESCI IPTION ON FILE 21 l 22 ^� / 17 23 J 1R 24 19 ACCT 25 20 293135-1-J32-3001 126 27 21 S 3RDJN Tom lee 2 3345 SW CJNN_NARA TER - - - - - - 69 23 3=AVERTON Ul 970D5 31 ) .4 RT--3A -.4A) 5 15 FT OF ME1/4 S4114 NE1/4 LESS ST HWY 32 151 — — — 33 j 34 27; A C" T .4 3s 2e 2?313.5-1-003-30D? 37 29 <=-4N=Y GLEM 4 3 39 16614 TWIN LACES AVE 311 ARLI Nv T;;'I htA 9 F3223 - 41 32i IT-33-4B) N 13OFf OF S 19uFT IF NE1/4 SW1/4 NE1/4 C CF Nail/4 SL1/4 NE1/4 LY 43 ) 331 WLY IF NEW aRIM_ARY S/HY NU 1 EXC WLY 61. 94FT THROE AS MEAS ALG S LN LESS S/HY _ 44 34 5 46 35 47 :36 AC C T 48 3, 293IJ5-1-OC`•4-3.r}D9 40 50 3e; HYL54CK JUEL I TAMMY 51 11130. 46TH AY: NEC 52 40 NARYSV IILLE HA 9az71 53 FA 41 I-�RT-3C-4C) L 445FT OF N=i/4 SWI/4 NEI/4 LY W S/HY AS HEAS ALG N LN SD SUB LESS 55 � ,12 S 196F T THOF _ESS ST HWY 56 43 — — —51 J !ie 4' !i9 45, ACCT # lra 46 Z3 31 5-1—L 1 J-7�1 - - 171 J 47 SAVAGE MYRON 3 6 4ARY E 32 ,J l33 R_VOC LIVING TRUST 134 40 —I-53U3--MA-F—L d � EnTU= 5 W J S=ATTLE WA 981b5 IT-7-) N1/3 G= S:1/4 SWI/4 NEL /4 se 53 71 54 72 551 74 J 56 75 J 57. 78 -- --- -----•.--- _ ————————————————————————————————— -----_----.----- —__ '1 S J H 0 M I S H G J U V T Y _ L L G A L U L 5 C R I P T I U N L I S T I N G 6 8 1 D AT t REM' 117151- 6i -P 4&L z , 2 _ 2 3 --- f -------- ---------�— ------ _--.—.---- — ---- ------�-- 3 4 5 5 6 r� 6 A C C T 9 7 I 7 �-3-3IT5-I=01`2--)-.Dl7 - 8 s 0 S40K=Y POINT SA—ES S SERVICE 10 � s 16632 35TH V E 11 10 ��CT N�T Cal-A7� ):32 L 3 13 '1 11 S 5/8 OF FEJ 1112 SE114 NE-1/4 LY ELY LF ST HWY LESS WU 110"661 15 } 1:. TO ST HWY ALS] LESS E 40FT TJ SNU CC FOR RD PER UCC 700/167 ALSO LESS E 16 ,3 414.3 y FT 5 L S7 B__—EX_C—N 3 C Ffi T i7_F �i i.�f U L9 314� -1- Cl 8-FCTR_M ONLY 17 � 14 18 15 19 16 AC%Io 20 21 1 17 2?31D5-1-Dl2-.) 1D3 22 ,6 MEW AC C=4T 23 19 — — — 24 25 201 Mi S=R IAL #WH13911 1994 GOLUEN,WEST/WINTERHAVEN 6OX27 21I 34 LEASED LAN) K=FER TO 293105-1-012-0009 FOR LAND 28 22 28 23 30 l 24 A CC T 4 31 J 32 2si3LJ5-1=U13— DDB — 33 COX VICTOR E JR 34 27 PJRSE�yL KAREN I — — 3s 28 PO 8_ 3 — 37 29 AtLIMGTON WA 38 30 41/3 OF 31/2 SE114 NEIA LESS CU RD LE SS SAY ALSO LESS WD 98-740 TO SJHY 39 - —CE�3`A6GL�RrrI��R �-� 1�F �J - - 3C5615U36G - 40 31 41 32 42 33 43 34 ACCT #J _ 44 45 35 2)31)5•-1—'Q19—) 002 6 36 STAMPF HENRY I III 447 0 37 I�D_3—_�__.LA =51 JR E DR - 49 3e LAKE STEVENS 4A 98253 5051 J < L]T 1 AS DES:_ IV SP 67 0-84) REC'D AF NO 85D111©2D(3 52 .w 3ETNC—P_ iV O 5LI 74 N E 17 4 L REV PLR 13LA 95-1025-679-AF NO 505l__6UJ3`l 53 11 54 .p S5 — 56 .1g� AC L;T it57 J 44 2931D5-1—D2D-)0) ? 5 RK J 45 MEEL ANNIE I TTE eo ,c AVNIE R03LRT k MME _ TRUST ,J V 9500 HARRIT K) 9246 62 J .16 LAKESIDE CA 92D4D 6. .191 T-i— 5 -5/8--G --Nl72—SE1A ./4 LY S OF -N—M 501 IS 30FT S OF AS 4EAS AT R/A G RUNS PLL TO S ;N OF N 3/8 SC SUB EXC E 40FT FOR � 51 Cl RD ?A�LS3--;:LsEESS S N 10FT OF E 53-FT ADD'L CC RD DEU ICAT ICN ON SP 194-,73 AUD FILE 68 $2 • Y7�Vb� 77 64 J 53 70 J 51 71 72 73 70 J J � J � S V J H 0 M I i A C O U N T Y L E G A L U L- S C R I P T I O N L I S T I N G y Rl 6 �a 7ATE RUN — 11T15/9d PAGE 7 ' 2 3 --�— �.�---_-- —..�..._..--..— --.— ------_---- ..�—��—.._—�...--- --�..---... 4 5 6 -� 5 7 6 AC # 8 I,0 9 126 LJ GAN kD — 12 SO — 0 OD R t�-f M J J 13 14 „ LIT 4 AS DES"'. IN BSP NO ZA8311257 RLC• G VOL 19 OF SURYS PG 187 bEING PTN OF 15 1 12 1441/4 SO SEC 1s ,3' — n 18 14 19 15 AC:T zo 16 233135 7 - 21 17 l I RAI AICdAE L L 22 23 18 41RAI AMELIA _ 24 ,9! 15 315 SHDKC EY -'M VT cal Y U 25 26 20: AILINGTON 64 982Z3 27 21 TH PTN OF LJT 3 OF BSP 14U ZA83112_57 REC•U VUL 19 OF z 22 5-URY5--n 187-AF V'J 3�Tf7I�f5��7-G = CUH—NW��L!-AEU�� T 1 011�S ALA l.N S E 30 .3 1214FT TH S830135 08E 40e0lFT TO ELY MGN 35TH AVE NE TH CLINT SJd*35 GEE 145FT TPB 31 � 24 ti :y 154FT Ti SB3*35 08L 127. S2FT TH S 23.99FT TH S88*35 ;8E 15FT Th 5 3OFT TH 32 zs 5 3335--UB-E 2 3 FT TH S 1 T9- T Ti N-3 8*35 C ICJ34 - AJRE LEGAL )ES: I IPTION JN FILL 5 ) 27 36 28 — s7 29 ACr' T A 138 ` 39 J 30 23313 5-2-009 .)_30 3 40 3, OL$OV 3RZAf� 41 42 6928 EVERGRE_V W%Y 43 ) 33' EVER=TT WA 982j3 44 34 C7,i1 'IW COk j-D SEC TH -SUE 5 AL6 W CFI GF_5L-`5tE Tj-6oFT TH 45 35 OF N41 /4 TH S 88*35 08E ALG N LN OF SD SUB 40*JIFT TO E MGN OF 35TH AVE NE POS 47 4s `) 36 TA CJV T ALG S) N LN 145FT TH )'JE S 154FT TH N SU*35 086 145FT TO SO E MGN TH DUE 48 37 N ALG SD MGN t 54-T T O P35 40 re f51 34 62 40 — - A C C T 9 53 ni 2331)5-2-C�24'J.JDt 5-1 J ,2 HIRAI MICHAE'- L 56 43 HIRAI AMELIA 57 441 16315 SMJKEY PT BLVD 558 J 45' A 2LI 4G TON WA 98223 60 46 TiPT�F—LDT P ,JJ ZAF3 7112 51 hEC fJ VOL 1`� OF 61 47 SURVS PG 187 %F V3 84071950D7 UAF - CUM Nei CUR SU SEC TH DUE S ALG W LN SU SEC 6 .J 46 1214FT TH 583k35 08E WeDIFT TU ELY MGN 35TH AVE NE TH CONT S33*35 GIBE 145FT TPI3 64 49 T-{- E .6 l�:99 FT-TAP FT N-Of CIL--OF CCRTAI-N-ES'E-PER G5 50 4F NJ 7804273208 TH N38*35 DBA PLW SD 6 51 MJRE LEGAL ) ES:IIPTION LIN FILE 68 52 09 70 J J 13 r, s., 72 ,5 - — 73 74 J 75 J 57 r8 J J S W J H iJ M I S H C J L :`d T Y L E G A L U L S C R I P T I J N L I S T I N G '1 1 W, L 1031 J AT c RUN - -I T 5/9G P AGE 8 1 2 3 3 ...—_—r— —r_..... .. ..----- —_. ---_.. .��.. —_. .--...�.�—.��.��.»._—.-.-....�._...��------ —.�—..—�...—w--. 4 4 — — — — 5 5 6 6 A C:T 4 7 7 293T�-5=2Z�1—�eJ — 9 1 6 S VOHOM ISH COUdTY ' •Uo D• t° 9 S4OHJ-4ISH C3UM 112 1 � IU -2720 bNLirL-R:Vl X-- 13 I, EVERETT WA 15 ,2 TiPT'J S3/5 Jr NWI/4 GAF - CGM 16 4 CJi2 50 SEC- S DN—THOF IWOFT TU 3 5 Til SdU*35 08E ALG - 17 1 14. SD A LN 4041 -- T TO ELY MGN 35FH AVE NE (HWY 99) Th DUE S ALG SO MGN 1059.99FT 118 19 1 ,6, T3 S LN JF N213 SD S3/5 Ti 583*26 26E ALG SD LN 150e05FT TO E LN OF W 190FT SC zo 10 SJ3 TFv3 TH LU; A G 5D -LA G03ob7FT 7U N - - - 21 MORE L`GAL ) ESCRIPTION ON FILE 22 ,� 23 18 7.1 19; 25 ACCT 4 M ) 21 2 53135-2-042 ),002 27- 2e 22 - E=p I N-c- -A-C—t p- 29 - - - 10 BJX 2215 :30 - 2.1 EVERETT WA 982U3 :32 21— — — — — -L 3T- 2 -GIF 51A V' K_F. 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CONSULTING GEOTECHNICAL ENGINEERS, GEOLOGISTS -- - - - - AND ENVIRONMENTAL SCIENTISTS 1 NELSON-COUVRETTE & ASSOCIATES, INC. CONSULTING GEOTECHN/CAL ENGINEERS, GEOLOGISTS AND ENVIRONMENTAL SCIENTISTS 1 17311-135th Avenue NE,A-500 Snohomish County(425)337-1669 Woodinville,WA 98072 (425)486-1669•Fax 481-2510 Wenatchee/Chelan(509)784-2756 J ' May 21, 1997 Mr. Ralph Monty l RAMO Construction 17215 Smokey Point Drive Arlington,Washington 98223 1 Geotechnical Engineering Report Smokey Point Office and Hotel Complex Snohomish County, Washington 1 NCA File No. 207097 1 Dear Mr. Monty: 1 1 INTRODUCTION This report presents the results of our geotechnical engineering investigation for your proposed Smokey JPoint Office and Hotel Complex. The site is located in the Smokey Point area of Snohomish County, as shown on the Vicinity Map in Figure 1. You have requested that we provide a geotechnical engineering report for site development. For our use in preparing this study, we have been provided with an undated drawing titled "Hotel and Office Complex for Smokey Point Properties; Arlington, Washington" by Gary Parkinson Architects. The drawing indicates the proposed development. Our understanding of the project is based on the drawing provided to us and discussions with the architect and structural engineer. We understand that the proposed building will be a steel-framed structure with concrete floors. The west side of the building will consist of a four-story hotel and the east 1 side will consist of a four-story office building. The two wings will be joined in the center by a one- story restaurant. The hotel, office, and restaurant will have footprints of about 210 feet by 70 feet, 130 1 feet by 110 feet, and 100 feet by 80 feet, respectively. Maximum anticipated column loads for the hotel, office, and restaurant are 220 kips, 370 kips, and 60 kips, respectively. Maximum anticipated wall loads range from 2 kips to 4 kips per linear foot. Parking areas are planned along the west, south, and east Geotechnical Engineering Report Smokey Point Office and Hotel Complex ` May 21, 1997 NCA File No. 207097 Page 2 1 sides of the structure. As much as 2 feet of imported fill is planned to be placed at the site to develop adequate slope to allow for drainage of the parking areas. Hydraulic elevators with casings 20 to 30 feet ` deep are planned for each of the wings. SCOPE The purpose of this geotechnical study is to explore the subsurface soil conditions, and to provide � recommendations for site development. Specifically, our scope of services includes the following: 1. Review available geologic and soils data for the site,based on published geologic maps. 2. Explore the subsurface conditions with two geotechnical borings, to evaluate subsurface 1 soils and hydrologic conditions. 3. Provide recommendations for site development, including site preparation and grading. 4. Provide recommendations for foundation design bearing pressures, and estimate settlement performance. J5. Prepare a written report to document our findings and recommendations. SITE CONDITIONS I Surface 1 The project site is a rectangular-shaped, flat-lying parcel, approximately 5 acres in size. The site has approximately 870 feet of frontage along 169th Street Northeast, as shown on the Site Plan in Figure 2. A log home manufacturing company occupies the western portion of the site. The remaining portions of the site are vegetated with field grass. An area of ponded water was observed just east of the log home manufacturing company. 1 Geology Most of the Puget Sound region was affected by past intrusion of continental glaciation. The last period of glaciation, the Vashon Stade, ended approximately 10,000 to 11,000 years ago. Many of the 1 geomorphic features seen today are a result of scouring and overriding by glacial ice. During the Vashon Stade,the Puget Sound region was overridden by over 3,000 feet of ice. Soil layers overridden by the ice sheet were compacted to a much greater extent than those that were not. A typical glacial sequence includes recessional outwash sand underlain by glacial till. NELSON-COUVRETTE &ASSOCIATES, INC. 1 Geotechnical Engineering Report Smokey Point Office and Hotel Complex May 21, 1997 NCA File No. 207097 _ Page 3 The geologic units mapped for this area are shown on the Geologic Map of the Arlington West Quadrangle. Snohrnnish County, Washington, by James P. Minard (U.S.G.S., 1985). The site is mapped as the Marysville Sand Member of recessional outwash (Qvrm). These deposits consist of sand with some fine gravel and beds of silt and clay. i Subsurface Conditions The subsurface conditions at the site were explored on May 5, 1997, by drilling two borings, Boring One and Boring Two(B-1 and B-2),with a hollow-stem auger drill rig. The borings were advanced to 29 and 19 feet (respectively) in depth. The approximate locations of the explorations are shown on the Site Plan. 1 Samples in the borings were taken at selected depth intervals using the Standard Penetration Test(SPT). The SPT consists of driving a 2-inch outside diameter, split-spoon sampler a total of 18 inches, where possible, using a 140-pound hammer falling 30 inches. The number of blows shown on the logs is for driving the sampler the final 12 inches of penetration, or portion thereof, and is termed the Standard 1 Penetration Resistance or "N-value". Our field geologist was present during the explorations, and collected soil samples at specific intervals, and maintained logs of the soil and geologic conditions encountered. The soils were visually classified in general accordance with the Unified Soil Classification System, a copy of which is presented as Figure 1 3. The logs of the explorations are presented in Figures 4 and 5. Our explorations encountered a surficial layer of fill about 4.5 feet in thickness. The fill consisted of loose, silty sand with organic lenses. Underlying the fill, loose to medium dense, fine to medium sand with silt was encountered to depths of 7.5 feet in B-1 and 10.0 feet in B-2. Below these depths, dense sand with varying gravel content was encountered to the depths explored. Hydrologic Conditions 1 Ground water was encountered at 5 feet below the surface in our explorations. This is interpreted to be the regional ground water table for the area, and is not expected to vary significantly seasonally. CONCLUSIONS AND RECOMMENDATIONS l General The underlying medium dense to dense recessional outwash sands are capable of supporting the planned structures and pavements. At our borings, we encountered 4.5 feet of loose silty sand fill. Elsewhere, NELSON-COUVRETTE & ASSOCIATES, INC. Geotechnical g P Engineering Report g Smokey Point Office and Hotel Complex May 21, 1997 NCA File No. 207097 Page 4 the fill material type, density and thickness may vary. In general, the existing fill should be assumed to i have been placed in an uncontrolled manner, and should be suspected of being of low quality. New structural fill, pavements and structures supported on the existing fill could settle. We recommend that the planned foundations for the structures extend through any topsoil, fill or loose soils, and bear on the a underlying medium dense to dense recessional outwash, or on structural fill extending to these soils. Overexcavation and replacement of the existing fill and construction of foundations at standard foundation depths is preferable to deepened footings, in that it would provide a uniform structural fill pad beneath the footings and would also avoid extended stem walls of possibly variable lengths, and having to construct footings(including placing forms and steel)at about the ground water table. 1 Where there is fill within building floor slab and pavement areas, the best support would be provided if j the fill were removed and replaced with structural fill. However, if some settlement of the pavement 1 and/or slabs is tolerable, they could be "floated" on a section of structural fill over the existing fill. The underlying fill could settle with time, causing settlement of pavement, slabs and utilities. We recommend increasing gradients for the utilities and surface drainage to compensate for the potential Jsettlement. 1 We expect that overexcavation and replacement of existing fill for the entire site (building footprints and I parking areas) may be too costly. However, we recommend that overexcavation and replacement for the full building footprints be considered, especially if overexcavation for footings covers a significant portion of the building footprint. This would simplify construction, in that earthwork would be done over one large area, rather than a large number of small areas, and would provide more uniform support between footings and floor slabs. The soils likely to be exposed during construction are highly moisture sensitive and will disturb easily when wet. We recommend that construction take place during the drier summer months. However, if construction takes places during the wet season, additional expenses and delays should be expected due to the wet conditions. Additional expenses could include the export of on-site soil, the import of granular soil for fill, and the need to place a blanket of rock spalls in the access roads and paved areas } prior to placing structural fill. t The elevator shafts are planned to be on the order of 20 to 30 feet deep. The casings will be well below the ground water table. We recommend they be designed to resist hydrostatic forces. NELSON-COUVRETTE &ASSOCIATES, INC. Geotechnical Engineering Report Smokey Point Office and Hotel Complex May 21, 1997 NCA File No. 207097 Page 5 Erosion Control Measures Considering the relatively flat surface grades,the site soils are considered to have a low erosion potential when stripped of vegetation. A silt fence should be constructed below the construction area. After construction,the disturbed areas should be revegetated and the vegetation should be maintained until it is established. Where the vegetation has not been disturbed erosion should be minimal. Erosion control measures should conform to applicable local and county requirements. Site Preparation and Grading JThe first step of site preparation should be to strip the sod and topsoil. This material should be removed from the site, or stockpiled for later use as landscaping fill. The underlying site soils are considered 1 highly moisture sensitive, and they will disturb easily when wet and will become difficult to work with. Existing fill should be overexcavated at least at footing locations, as discussed later in this report. One option for development of the site is to remove the fill throughout the site, or at least over the entire 1 building footprint, and replace it to the proposed grade with structural fill. With this option, areas to receive structural fill should be stripped of existing fill down to undisturbed, medium dense to dense 1 native soils. This is expected to be near the ground water level. Areas that are wet, or below the water I table, may require a blanket of rock spalls prior to placing fill, in order to achieve a suitable base. This should be evaluated at the time of site preparation. If it is decided not to remove all existing fill beneath floor slabs and/or pavement("float alternative"),we recommend that the upper 2 feet of existing fill be removed and replaced with imported granular fill. After excavating the top 2 feet of existing fill, an attempt should be made to compact the subgrade to a 1 non-yielding condition. Areas where deflection is observed should be repaired. The actual construction methods will have to be adjusted in the field based on the condition of the surface of the existing fill, as well as the performance of the new fill that is placed on the existing fill. If the existing fill can not be compacted to a relatively firm condition, the new fill may not be able to be compacted to structural fill specifications. A blanket of rock spalls and/or a geotextile may be necessary to develop a firm subgrade J and/or to separate the underlying fill from the structural fill. This can be evaluated at the time of construction. _ 1 Structural Fill General: All fill placed beneath buildings, pavements or other settlement sensitive features should be placed as structural fill. Structural fill, by definition, is placed in accordance with prescribed methods and standards, and is monitored by an experienced geotechnical professional or soils technician. Field 1 NELSON-COUVRETTE &ASSOCIATES, INC. ' l Geotechnical Engineering Report Smokey Point Office and Hotel Complex May 21, 1997 NCA File No. 207097 Page 6 i monitoring procedures would include the performance of a representative number of in-place density 1 tests to document the attainment of the desired degree of relative compaction. The area to receive the fill should be prepared as outlined in the Site Preparation and Grading sub-section of this report. IMaterials: Imported structural fill should consist of a good quality, free draining granular soil, free of i organics and other deleterious material, and be well graded to a maximum size of about 3 inches. 1 Imported all weather fill should meet these requirements, and also should contain no more than about 5 percent fines (soil finer than a U.S.No. 200 sieve),based on that fraction passing the U.S. 3/4-inch sieve. 1 The on-site fill consists of silty sand with organics that is moist to wet. It may be feasible to use some of this material as structural fill, if it is relatively free of organics, and can be moisture conditioned to near 1 optimum moisture content for compaction. We expect that the necessary moisture conditioning will consist of drying the material,which may be difficult in dry, warm weather, and probably not possible in i wet weather. Fill Placement: Following subgrade preparation, placement of the structural fill may proceed. All fill should be placed in 8- to 10-inch-thick uniform lifts. Each lift should be spread evenly and be thoroughly compacted prior to placement of subsequent lifts. All structural fill underlying building l areas, and within 2 feet of pavement subgrade, should be compacted to a minimum of 95 percent of its maximum dry density. Maximum dry density in this report refers to that density as determined by the ASTM D 1557 compaction test procedure. Fills more than 2 feet beneath sidewalks and pavement subgrades should be compacted to a minimum of 90 percent of their maximum dry density. The moisture content of the soils to be compacted should be within about 2 percent of optimum, so that a J readily compactable condition exists. It may be necessary to overexcavate and remove wet soils in cases where drying to a compactable condition is not feasible. All compaction should be accomplished by l equipment of a type and size sufficient to attain the desired degree of compaction. Where feasible, it is preferable to achieve the levels of relative compaction recommended above. `1 However, where the pavement is to be "floated" on existing fill left in place, the new fill may not be able to be compacted to structural fill specifications. Although the support capability of such fill would be less than that of properly compacted fill,this should be acceptable in those areas, provided that a suitable non-yielding subgrade for paving is prepared. Settlement from new fill compacted to slightly less than structural fill specifications would be minimal compared to the anticipated settlement of the existing fill left in place. 1 NELSON-COUVRETTE &ASSOCIATES, INC. .a ' 1 Geotechnical Engineering Report Smokey Point Office and Hotel Complex May 21, 1997 NCA File No. 207097 Page 7 l Foundations Conventional shallow spread foundations should be extended into the medium dense to dense soils, or be supported on structural fill or rock spalls extending to these soils. As discussed previously, overexcavation and replacement of the existing fill and construction of foundations at standard foundation depths is preferable to deepened footings because it would provide a uniform structural fill pad beneath the footings, and would avoid extended stem walls and having to construct footings at the f ground water table. We recommend that where overexcavation and replacement with structural fill or rock spalls are used, the trenches should be excavated wide enough to provide a structural fill mass that jextends laterally beyond the edge of the footing a distance that is greater than or equal to one-half of the depth of excavation below the base of the footing. For example, for every 2 feet of structural fill or rock i spalls below the foundation, the trench should be an additional 1 foot wide outside each side of the footing. Using this trenching method, settlements of the remaining fill outside the zone of overexcavation and replacement will occur, and may cause some distress to the adjacent building slab and/or pavement areas. 1 Exterior footings should extend a minimum of 18 inches below the adjacent finished ground surface and interior footings should extend a minimum of 12 inches below the bottom of the adjacent floor slab. 1 Minimum foundation widths of 18 and 24 inches should be used for continuous and isolated spread footings, respectively. Standing water should not be allowed to accumulate in footing trenches. All l loose or disturbed soil should be removed from the foundation excavation prior to placing concrete. For foundations constructed and founded as outlined above, we recommend an allowable design bearing pressure of not more than 3,000 pounds per square foot (psf) be used for the footing design. For the larger footings associated with the more heavily loaded columns, the design bearing pressure may be increased to 4,000 psf for footings with a minimum width of at least 7 feet. A one-third increase in the allowable bearing pressures may be used when considering short-term transitory wind or seismic loads. Potential foundation settlement using the recommended allowable bearing pressures is estimated to be less than 1 inch total and 3/4 inch differential between footings or across a distance of about 20 feet. Lateral loads can be resisted by friction between the foundation and subgrade soil, and by passive soil I resistance acting on the below-grade portion of the foundation. For the latter, the foundation must be poured "neat" against undisturbed soil, or backfilled with a clean, free draining, compacted structural fill. Passive resistance may be calculated as a triangular equivalent fluid pressure distribution. We NELSON-COUVRETTE &ASSOCIATES, INC. Geotechnical Engineering Report Smokey Point Office and Hotel Complex May 21, 1997 NCA File No. 207097 Page 8 I recommend that an equivalent fluid density of 200 pounds per cubic foot (pcf) be used to calculate the 1 allowable lateral passive resistance for the case of a level ground surface adjacent to the footing. An allowable coefficient of friction between footing and soil of 0.4 may be used, and should be applied to the vertical dead load only. These values include a factor of safety of 2.0 and 1.5 for passive and frictional resistance, respectively, applied to our estimate of ultimate soil strength values. Slabs-on-Grade If complete removal and replacement of existing fill is not performed beneath slabs-on-grade, we recommend that the slabs be founded on a minimum of 2 feet of structural fill. Some risk of settlement and/or cracking should be expected of any slab placed above the existing fill. Slabs should be reinforced 1 to withstand some differential settlement. A gap should be provided between the slab and adjacent foundation wall so that the slab can settle without being "hung up" causing a bridging situation. This is 1 commonly done by placing a felt expansion strip between the slab and foundation wall. We recommend that all floor slabs be underlain by at least 6 inches of free draining sand or gravel for Juse as a capillary break. A suitable vapor barrier, such as heavy plastic sheeting, should be placed over the sand or gravel. The capillary break should be designed to drain into the foundation drain system. A 1 2-inch-thick sand blanket may be used to cover the vapor barrier to aid in curing the concrete. Drainage lWe recommend that runoff from impervious surfaces, such as roofs and paved areas, be collected and routed to an appropriate storm water discharge system. The roof drains should be tightlined separate of a the footing drains, until the tightline is a minimum of 1 foot vertically down gradient from the footing j drains. _ Final site grades should allow for drainage away from the buildings. We suggest that the finished ground be sloped at a gradient of 3 percent minimum, for a distance of at least 10 feet away from the buildings. Surface water should be collected by permanent catch basins and drain lines, and be discharged into a storm drain system. - Where moisture control is important under concrete slabs, a capillary break and vapor barrier, as described in the Slabs-On-Grade sub-section, should be used. l We recommend that footing drains be installed on the outside of perimeter footings. The footing drains should consist of 4-inch-minimum-diameter, perforated or slotted, rigid, PVC pipe, laid at the bottom of NELSON-COUVRETTE &ASSOCIATES, INC. Geotechnical Engineering Report Smokey Point Office and Hotel Complex May 21, 1997 NCA File No. 207097 Page 9 the footings. The drain line should be surrounded with free draining pea gravel. The top 1 foot of footing stem wall backfill should consist of relatively impermeable material to limit surface water I infiltration into the footing drain. i Seismic Hazard For this site and project,Uniform Building Code(UBC)design parameters are considered appropriate for 1 evaluation of seismic hazard. The site is located within Zone 3 of the Seismic Zone Map shown as Figure 16-2 of the 1994 Uniform Building Code. This corresponds to a Seismic Zone Factor, Z, of 0.30. Site conditions best fit the UBC description for Type S 1. We recommend that an S Factor of 1.0 be used for design. Seismic considerations include liquefaction potential, amplification of ground motions by soft soil deposits, and slope failure due to seismic shaking. Based on conditions observed at this site (dense sand within a depth of about 10 feet), it is our opinion that there is not a significant potential for widespread liquefaction or high amplification of ground motion. The site is level, so there is not a potential for slope failure induced by seismic shaking. I Construction Considerations The near-surface site soils, either in their natural condition or if placed as compacted structural fill, are moisture sensitive and will be prone to disturbance if subjected to traffic in the presence of water. Disturbance can be limited by grading surfaces to drain, sealing surfaces to limit penetration of water, and preventing traffic on wet surfaces. The ground water table observed in our borings was at a depth of about 5 feet. This will affect the installation of the elevator shafts,which will extend to depths of 20 to 30 feet. It should be expected that 1 drilled holes will cave beneath the water table, and that casing or drilling with mud will be required to advance the holes. The high water table will also affect other excavations, such as for deeper utilities. For excavations to about 1 foot below the water table, it may be feasible to effectively manage ground water with sumps and pumps. For excavations to greater depths below the water table we expect that dewatering, such as with l well points or deep wells,will be necessary. . 1 i NELSON-COUVRETTE &ASSOCIATES, INC. _J Geotechnical Engineering Report Smokey Point Office and Hotel Complex May 21, 1997 NCA File No. 207097 Page 10 USE OF THIS REPORT We have prepared this report for RAMO Construction and their agents, for use in planning and design of this project. The data and report should be provided to prospective contractors for their bidding and estimating purposes, but our report, conclusions and interpretations should not be construed as a warranty of subsurface conditions. At the time that this report was written, the finished plans were not available. We recommend that we be retained to review final plans to evaluate if the recommendations presented in this report are appropriate. } The scope of our work does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractors' methods, techniques, sequences or 1 procedures, except as specifically described in our report for consideration in design. There are possible variations in subsurface conditions. We recommend that project planning include contingencies in budget and schedule, should areas be found with conditions that vary from those described in this report. We should be retained to provide monitoring and consultation services during construction to confirm that the conditions encountered are consistent with those indicated by the explorations, to provide 1 recommendations for design changes should the conditions revealed during the work differ from those anticipated, and to evaluate whether or not earthwork and foundation installation activities comply with contract plans and specifications. Within the limitations of scope, schedule and budget for our services, we have strived to take care that our work has been completed in accordance with generally accepted practices followed in this area at the time this report was prepared. No other conditions, express or implied, should be understood. 000 1 _ J _1 NELSON-COUVRETTE &ASSOCIATES, INC. Geotechnical Engineering Report Smokey Point Office and Hotel Complex May 21, 1997 NCA File No. 207097 Page 11 i We appreciate the opportunity to be of service to you. If there are any questions concerning this report, or if we can provide additional services, please call. Sincerely, NELSON-COUVRETTE&ASSOCIATES, INC. doh / � Andrea L. Ernst Staff Geologist Af. WASf� Cr� t 19491 w �OJNAL ELF EXPIRES 1 William M. Kuck,PE Senior Engineer ALE:WMK:dfr Three Copies Submitted Five Figures cc: Mr.Peter Nalis NELSON-COUVRETTE&ASSOCIATES, INC. N Vicinity Map E F G H J A B C 316 - -- 317 ' — r 4 200TH KtNG-T}'IOM3EN 1 S `c`� t M 1seTH _ a t�1H = N i� — �,L 919 5 1s2No O ; TON z � ,� ,�f `cam 184TH J am, 1 D Z 183RD �� ✓ti` 3 g F is 8T 7 17 7 Project ' 337. 1 17 M 1 li9T Site ❑ 1 JOHNSON TR JOHN ON TRACTS / 1B4TH I I 2 �1 rn \ � � �p 156TH U) 161ST LO 152ND Q 148TN I W 0 j4 Cr 2: M ,44TH N[� 140TH ` 142No � 14- t, ©1995 Thomas Bros. Maps FIGURE NELSON-COWRETTE&ASSOCIATES, INC. Smokey Point Hotel 1 CONSULTING GEOTECHNICAL ENGINEERS,GEOLOGISTS AND ENVIRONMENTAL SCIENTISTS FILE NO. DATE 207097 May 1997 oramnp2V.o7Wc od, Site (Plan N 0 100 200 Scale 1"= 100' I a , iI B IA LEGEND NUMBER AND APPROXIMATE ; : �ifi ' •, j LOCATION OF SOIL BORING xl rr ' r .' P .'i 1 n'✓' M ryx nl. • ,1 � cT��•Il•r.r.�M� Smokey Point Hotel FIGURE 2 Reference: Drawing created from a site plan provided byFILE No. DATE Smokey Point Properties, Arlington, Washington", undate 207097 May 1997 D.ing2\2070sp,odr UNIFIED SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP GROUP NAME SYMBOL GRAVEL CLEAN GRAVEL GW WELL-GRADED GRAVEL,FINE TO COARSE GRAVEL COARSE - GRAINED MORE THAN 50%OF GP POORLY-GRADED GRAVEL COARSE FRACTION SOILS RETAINED ON NO.4 GRAVEL SIEVE WITH FINES GM SILTY GRAVEL GC CLAYEY GRAVEL MORE THAN 50% RETAINED ON SAND CLEAN SAND NO.200 SIEVE SW WELL-GRADED SAND,FINE TO COARSE SAND SP POORLY-GRADED SAND MORE THAN 50%OF COARSE FRACTION SAND PASSES NO,4 SIEVE WITH FINES SM SILTY SAND Sc CLAYEY SAND FINE - SILT AND CLAY INORGANIC MILSILT GRAINED LIQUID LIMIT CL CLAY LESS THAN 50% SOILS ORGANIC OL ORGANIC SILT,ORGANIC CLAY MORE THAN 50% SILT AND CLAY PASSES NO.200 SIEVE INORGANIC MH SILT OF HIGH PLASTICITY,ELASTIC SILT LIQUID LIMIT CH CLAY OF HIGH PLASTICITY,FAT CLAY 50%OR MORE ORGANIC OH ORGANIC CLAY,ORGANIC SILT HIGHLY ORGANIC SOILS PT PEAT NOTES; SOIL MOISTURE MODIFIERS 1) Field classification is based on visual examination of soil in general Dry-Absence of moisture, dusty, dry accordance with ASTM D 2488-83. to the touch Moist- Damp, but no visible water 2) Soil classification using laboratory tests is based on ASTM D 2487-83. Wet-Visible free water or saturated, 3) Descriptions of soil density or usually soil Is obtained from consistency are based on below water table interpretation of blowcount data, visual appearance of soils, and/or test data. NELSON-COWRETTE&ASSOCIATES, INC. UNIFIED SOIL CLASSIFICATION SYSTEM CONSULTING GEOTECHNICAL ENGINEERS,GEOLOGISTS AND ENVIRONMENTAL SCIENTISTS FIGURE 3 SOIL DESCRIPTION W oW Standard Penetration Resistance �_ v o H (140 lb. weight, 30"drop) W W • Blows per foot Surface Elevation: 10 20 30 40 50 Brown and gray silty sand with trace organics (loose, moist to wet) (FILL) SM I Gray fine sand with silt(medium dense, wet) Q 5 SP/ I SM Brown-gray fine to coarse sand with SW 1 fine gravel (dense, wet) I I 1 5 . . . . . . . . . - - - - - - - - - - - - - - - - -- - - - - - - - - - - - -- - - - - - Gray fine sand with trace silt(dense, wet) SP I 20 - . . . . I 25 :. . . . . . .:. . . . . . ... . . . . . . . . . . . . . . Boring completed at 29.0' on 5/5/97 30 Ground water encountered at 5.0' LEGEND 12"O.D.split spoon sample * Liquid limit Impervious seal P Sample pushed ■ Moisture content Water level TV Torvane reading, 3"O.D.thin-wall sample tons/ft + Plastic limit Piezometer tip PP Pocket penetrometer reading,tons/ft NOTE: The stratification lines represent the approximate boundaries between soil types and the transition may be gradual. FIGURE NELSON-COWRETTE&ASSOCIATES, INC. Smokey Point Hotel 4 CONSULTING GEOT6CHNICAL ENGINEERS,GEOLOGISTS AND ENVIRONMENTAL SCIENTISTS FILE NO. DATE --- 207097 May 1997 DraftingQ070.cdr SOIL DESCRIPTION co w o� Standard Penetration Resistance _� a- w = (140 lb. weight, 30"drop) vi Q O W • Blows per foot co 0 0 Surface Elevation: 10 20 30 40 50 Rust-mottled gray silty fine sand with organic SM lenses (loose, moist to wet) (FILL) I Gray fine to medium sand with trace fine SP 5 • gravel (loose to medium dense, wet) I I 10- .. . . . . . .:. . . . . . . . . . Gray fine to coarse sand with gravel SW 1 (dense, wet) -Grades to I 1 5 . . . . .. . . . . . .: . . . . . ... . . . . . . . . . . . . . . . . . Gray fine to medium sand with trace gravel (dense, wet) T SP Boring completed at 19.0' on 5/5/97 20 Ground water encountered at 5.0' LEGEND 12"O.D.split spoon sample * Liquid limit Impervious seal P Sample pushed ■ Moisture content Water level TV Torvane reading, Y O.D.thin-wall sample tons/ft + Plastic limit Piezometer tip PP Pocket penetrometer reading,tons/ft NOTE: The stratification lines represent the approximate boundaries between soil types and the transition may be gradual. FIGURE NELSON-COWRETTE&ASSOCIATES, INC. Smokey Point Hotel 5 CONSULTING GEOTECHNICAL ENGINEERS,GEOLOGISTS AND ENVIRONMENTAL SCIENTISTS FILE NO. 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F� ��-�� ---� +GY:a �� . 1 I R+i � - � � � � - - I SMOKEY POINT PROPERTIES an OFFICE COMPLEX HYDRAULIC CALCULATIONS OSTERGAARD ROBINSON &ASSOC. INC. CONSULTING ENGINEERS SMOKEY POINT PROPERTIES an OFFICE COMPLEX HYDRAULIC CALCULATIONS SITE DESIGN The proposed drainage facilities for the project will consist of an infiltration system that is designed to handle the proposed developed flows with an emergency outfalling to the pre-developed drainage course. The soils in the area appear to be generally Lynnwood Loamy Sand 0 to 3 percent slopes, which are a Class C soils group. The hydraulic calculations used were the Y & W method to initially design the trench lengths. The Stormwater Management Manual was then used to check the trench design and incorporate the design BMPs into the system. Water quality will be maintained by oil separators in CBs flowing into the trench system, enlarge 12"¢ perforated pipes with 0.5' parking lot ponding will provide storage volume. Protective filter cloth layer on the top and sides of the trench with a sand filter will be provided ( if required) by the soils engineer pending field conditions. GRADING AND T.E.S . C. P . Approximately earthwork quantities are as follows: •Cut approximately 6, 800 cubic yards •Fill approximately 11, 700 cubic yards Erosion control will be maintained by temporary swales, temporary settling ponds, check dams and silt fencing. A gravel construction entrance will be provided for vehicular traffic leaving the site. Department of Ecology standard B.M.P.s will be followed to negate impact to the surrounding properties. OSTERGAARD ROBINSON & ASSOC. INC. CONSULTING ENGINEERS 3705 COLRY AVE. NI L'VF.RR.I'I', %VA 9R201 (206) 259-6445 11L1,I.I.Vllli: (206)927-5854 MADE BY DATE /O Z/ JOB NO. 3 //c 51/C CHECKED BY Lh� DATE SEC NO. SHEET NO. EXCAVATION Gut _ EMBANKMENT Fj STATION DIST. END AREA SUM OF VOLUME END AREA SUM OF VOLUME FT. SQ. FT. END AREA CU. YDS. SQ. FT. END AREA CU. YDS. Ev, i�7 I Z$ 0 72 s �gsss 3/800 // 700 « d v INFILTRATION RATE Given: Perc rate = 5 min. /in. 5 min. /in. = 0.20 in./min. 0 . 20 in. /min. = 0.0167 ft./min. 12 in. /ft . 0. 0167 ft . /min. = 0.0003 ft./sec. 60 sec./min. Typical Trench Proposed infiltration trench area 900 sq. ft. (Per 160 LF of trench) :• 4R1(infiltration) = 0.0003 ft./sec. (9O0 ft.') = 0. 27 cfs Determine Storage Volume required (25 year storm) Worst Case Contributing impervious area = 1.32 ac. Cog. = 0.90 = 5 7500 s1:k. 40 = 0.27 = 0.2273 cfs/Ac. 1 . 32(0.90) Tp = -25 + 2706 `/2 = 84. 12 min. 0. 2273 V$ = 4329(84 . 12 ) - 40(0.2273) (84. 12) = 2572.38 cu. ft. 84. 12 + 25 V,. = 2572. 38(1. 32) (0.90) = 3055.98 cu.ft. INFILTRATION SYSTEM DESIGN BASIN LIST Basin Area Trench QRR Qo T, Vs VT Length Cu.ft. 2 . 0. 55 Ac 160 ' 0.27 cfs 0. 5455 45 . 43 1801 .25 891 . 62 4 . 0. 39 Ac 160 ' 0.27 cfs 0.7692 34. 31 1448.7 508. 49 5. 1 . 32 Ac 160 ' 0.27 cfs 0.2273 84 . 12 2572 .38 3055 .98 10 . 0.93 Ac 160 ' 0.27 cfs 0 .3226 66. 59 2288.06 1915. 11 I 13 . 0. 71 Ac 160 ' 0.27 cfs 0.4225 55.02 2047.02 1308 .05 17. 0.99 Ac 150 ' 0.27 cfs 0. 3030 69.49 2341 .77 2089 . 52 1 ._I I STOR14WATER HANACElIBNT MANUAL FOR THE PUCET SOUND BASIN f ' Z• O Inches/hour, thus Z t,� •• p.S • O.OB3.3 ft/hr 'Q 95 Inches/hour h ,- variable - maximum of 2 feet L - 4sr1)me3y0 feet Ii, A,,- bottom surface area = 3'f'o• Z =68Ds q. ft. 'Solving for p In DArcy's equation giresr o fd • ---- L • _ • h + 10 A --------- 10 • t, or, J&AQt atOzgg"tj4tionshIp ' The, stags-storage relationship would be: S = h, " h " Vold Ratio 660 " h " O.I, or S.: 2 72. • h 1•' Resul�lr�e.C_C�tm_iner�s�sinv ' The tabular form of the stage-discharge and stage-discharge relationships be: ps would• h 1 O S (ft) (ft/ft) (cfe) (cu.ft.) • --------- - -------- ---------------- 1 .0 0.5 1 . 13 6-9.y 7 /3L 1 .0 1 .d- 1 .5 1 47-30 27Z 2.0 1 G501'f 0/08 G 7. 17 s yy Note that for design purposes It may be simpler to set the hydraulic gradle t oqual to 1 thus making the discharge independent of stage. p i' At this point a level pool routing should be conducted to develop the final design dimensions of the amp, ensuring, however, that the amp will the design atorm(s) within 21 hours. completely lnftltrpts III-3.5 CONSTRUCTION AND MAINTENANCE• III-3.5. O ervlew ' The fallilre of infiltration and filtration Bllpa tO function properly can often be traced hack to .conetruction and maintenance iawuea. By util.ir.lnq of c'onatructlon practicwe and co"ductinq wywtematic and rigorouw maintenance, Infiltration/filtration Biwa should function properly. ` --------[ II-3-1�---- FEBRt1ARY, 1 • T.E.S.C.P. PER BPMs l I l l T.E.S.C.P.: Calcs SCS BMPs { Soil Type: Alderwood-Urban land complex Hydrologic Group: C . I K Factor: 0.20 Erosion Potential: Moderate-severe 10 yr-24 hr precipation: 2.41' 1 Runoff volume: Contributing site area = 1.96 ac Volume required = 1500 cu.ft./Ac (Nomagraph l) Total = 1.96 Ac (1500 cu.ft./Ac) = 2,940.00 cu.ft. Sediment Volume: Slope of land 8-9% (a 695' Volume required = 80(1.96) = 157 (Nomagraph 2) Therefore total volume required = 2940 + 157 = 3,097 cu.ft. Proposed pond For T.E.S.C.P. purposes the proposed retention/detention pond area will be utilized for Jsedimentation. Proposed retention/detention volume 3,097 cubic feet. O.K. SOIL EROSION POTENTIAL HYDROLOGIC GROUP K FACT( 4LAlderwoodmoderate-severe C .20 IBeausite moderate-very severe B . 15 ( Bellingham slight C . 24 � Briscot slight C Buckley slight B/C Earlmont slight B/C Ed ewick slight B Everett moderate-severe A . 10 Indianola moderate-severe A .24 Kitsap moderate-severe C . 37 Klaus slight B •20 Neilton slight-moderate B .15 Newberg slight B Nooksack slight B Norma slight B/C .29 Orcas none D .05 Oridia slight C Ovall Severe C • 28 Pilchuck moderate-severe A .10 PuCjet slight B/C . 32 Puyallup I slight B •28 Ra nar moderate-severe A .32 Renton slight B/C Salal slight B Sammamish none C Seattle none C Shalcar slight C .24 Si slight B Snohomish slight D .17 Sultan slight C . 37 Tukwila slight D Woodinville slight C/D 45 . ohm fiftmmi� MEN NIZ Immmm R`` A "o MEER MEN W.3N weaFAgI manage NEWWA HHHOWERINS MENNEN �WOW&V19,�'�I,�I�I�lu�i' 21 MOMS' 30 WIIIIM ' MOAKPI • IIIA1�1�1►1�I��lN►lliW TEMPORARY SEDIMENT PONDS - NOMOGRAPH 2 (SEDIMENT VOLUME FOR DETENTION STORAGE) I Aer 4.0 6,0 J i ER00i81�1; 2.0 1.0 I I .01/0 #2 j �_ �.j i i FI . L:. I• i . li. lo .. .02 •1 '4 )0 1 1 KAI .1• 430 7 400 J wo 1 Ire Slope nplh in Feet �O Z O 3r7 U EROSION TONS PER ACRE (E = RKLSCP) U M O w 3 0 � — c /00 { b v . cn — 200 0 * BARE .GROUND (C = 1 . 0 , "� oa P 1 . 2 , & R = 10) ro �nn 1/ 60 P .C .F . per Ft. 3 v 300 o a � n 44 . MINIMUM PIPE VELOCITY Flowing Full Proposed: Minimum pipe diameter = 12.0" Minimum pipe slope = 0.50% n 0.012 (CP & N 12) Flowing full per Mannings: Given: Q Flowing Full = 2.73 cfs Velocity = 3.46 fps flowing full 3.46 > 3.0 fps O.K.!! SMOKEY POINT PROPERTIES Ralph Monty Downstream Analysis BRL 94-143 7/23/97 SMOKEY POINT PROPERTIES Ralph Monty Downstream Analysis Stormwater runoff from the site drains to an existing low area along the north property line approximately 95' west of the northeast property corner (see attached map). Due to the pervious and flat natural ground of the surrounding area it appears that stormwater runoff infiltrates and is subsurface on the neighboring site to the north. The low area on the adjacent site is approximately 0 9-' x 40' and is 1-2' deep. The area has native vegetation of buck brush, cottonwood and alders confirmed to the low wet area. (Note the proposed project Jwill be infiltrating stormwater runoff onsite with only emergency flows being directed offsite.) This downstream analysis was terminated at the low area offsite. . l l J �J �J 100 YEAR-24 HOUR INFILTRATION SYSTEM DESIGN POST-DEVELOPED 100 YEAR-24 HOUR BASIN SUMMARY 1/15/98 Osteroaard Robinson & Assoc . Inc . oaoe 1 RALPH MONTY' S HOTEL SITE 100YR 24HR BASIN SUMMARY _ INFILTRATION SYSTEM DESIGN | ===================================================================== | BASIN SUMMARY ' | BASIN ID: D1 NAME: 100YR 24HR SBUH METHODOLOGY ' TOTAL AREA. . . . . . . : 4. 29 Acres BASEFLOWS: 0.00 cfs | RAINFALL TYPE. . . . : TYPE1A PERVIOUS AREA | PRECIPITATION. . . . : 3. 50 inches AREA. . : 0.79 Acres . TIME INTERVAL. . . . : 10.00 min CN. . . . : 86.00 TIME OF CONC. . . . . : 3. 16 min IMPERVIOUS AREA | ABSTRACTION COEFF: 0.20 AREA. . : 3. 50 Acres CN. . . . : 98.00 TcReach - Sheet L: 80.00 ns:0.0110 p2vr: 2. 50 s:0.0050 | TcReach - Channel L: 207. 00 kc :42.00 s:0.0050 / PEAK RATE: 3.01 cfs VOL: 1 .09 Ac-ft TIME: 470 min '- ^` | ' 'J -- ^~ INFILTRATION PIPE STORAGE STRUCTURE 100 YEAR-24 HOUR LEVEL POOL ROUTING RALPH MONTY HOTEL SITE Infiltration System Design Infiltration trench provided = 1,140 LF 100 year-24 hour storm event peak storage = 113.41 Trench volume provided: Width = 3' Height = 3' Pipe 0 = 1.0' or .79 cu.ft./LF Washed rock = 11/2'0 % of voids = 30% Volume Provided Stage Storage Computations Description Stage Storage cu.ft. Base of 112.00 -0- trench Inv. of pipe 112.50 1140 length x 3' wide x 0.5' deep x 0.30 voids = 513.00 cu.ft. Top of pipe 113.50 1140'x3'x1.0'-[1140'x0.79 pipelx0.30 voids+1140x0.79 pipe=1656.42 cu.ft.+ 513=2169 cu.ft. Inv. oil/water 114.00 1140'x3'x0.5' deepx0.30 voids = 513.0 cu.ft. 2169+513 cu.ft. = 2682 cu.ft. separator Top of trench 115.00 (oil/water separator) (CB Type 1L) 1140'x3'x1.0'x0.30 voids+(12x8.16 cu.ft.)+(14x4.0 cu.ft.)+2682cu.ft.= 3861.92 cu.ft. `V 401 i I II Ex ISTI NU CXTRCJ r)ED BLamP TO L-xISTJNj L Fog, ruTuRz CONtJEGr1Cp1..I_ I 45ECT10tJ P — 0 SCP.LE HOR1Z _ I- = id - 5� y Vi'1NTJ�iG/4PE ` fo'�'(oP Sor c� �Gct RPS -RE ' _ �" NPqIVE 5AC -r-ILL �n phi PIPE (�Vc) • o '� O ID 00 ; 'EC. 10-03.b.1.o. e c. 10-03.b.2.0. ° ` 2` o f I-%Z° W P�h f t✓� le �>✓R F3 MP Ts ° JSE SHALL N &n � HYp¢ LJUL TES. � �' �• _ f M Pc�2"f"ET7 HE Is" �-t�RE�GH .•t��TA.IL cNrs) �l -1 INFILTRATION PIPE DISCHARGE TABLE DESIGN _ 1 _1 _1 _i l Oile Basin Hvdrooraoh Storage Discharae Level 000l 0 s t e r a a a r".'MMh1hiM!°�h�r1MM1`tMMPiMMh1PiP1h1MMS •:.'.'sfiectanau].ar vau7.t .7raLie oidal basin _> %'Underground mioe => . >Sto list --Custom file �f ��MMM!'�Ml�P1l�hiPJMt'`iMMI°�11M1"1Mh1P1^th�MP�MMMMMh1h1PJP1111'�P1MliMMMh1MMMMh11°1Mi1Mh1MMMMMh1h1MMhlhlMhi�a' .3 CUSTOM STG-•STO LIST _ STORAGE:; STRUCTURE: I D: mTlAhl : INFILTRATION PIPE ?INCREMENT: 0.05 "°; > STAGE STORAGE STAGE. STORAGE �> 52: 112. 50 513. 00 7: 0.00 0.00 ,; ,DPGUF' PBDN F2: :.COL, F:_: GET F6: Delete F10: Exit '7'PiMI°111MMlih11'1MMh1MMh1MM!`1MMht1'11`1MMMMh1P1MMMhth1MMMPIJ'�MMMh1h1MP1MMMMMhtP1hlMMMhlhihlMMhtMh11� Available Memory remainina : 196728 bvtes Current Data Set Name: C: \W\94143\MONTY 1 l _ 1 �l _1 RALPH MONTY INFILTRATION SYSTEM Given: Infiltration rate = 0.0003 ft./sec. (Allowable) Infiltration rate/LF @ 5 sq.ft./LF = 0.0015 cu.ft./sec/LF Total infiltration rate = 1140(0.0015) = 1.71 cfs Allowable File Basin Hvdroorauh Storaoe Disc_haroe L_eve:l. ;goo; O s t e r o a a r d R o b i n s o n 'hIrlrlrlrthlrf hlrlrirlrlrlrlrlrlrlrlrlrlrl�lb Release . .3 ._;Pr000rtional weir _ W-Wei r INotc:h weir _`Tiroad crested weir 30ri.fice desion �r1r1r1rPrlrfrlrlrlhlrlr;rlrlrlrlrlrlrfrlr�rlrlrihthlrrririrfrlrfrirlr1r1r1r1riMrlrlrlrirtrlrlrirlrlrirlrthlh>'rtrrrlrfr!!�>'rlrll�lrllyl8 CUSTOM STG--D I S CURVE. _ DISCHARGE STRUCTURE I D: 2 .31 3NAME c INFILTRATION PIPE. -; 3INCR MEET: 0.05 ; j STAGE DISCHARGE STAGE. DISCHARGE Y> 31 : 112.00 1 .71 6: 0 .00 0. 00 :PSUP PGDN FW Get Fb: Delete F10c Exit ; r'r�rrrirlrlr�rlrlririrlririr�r�rir�r�r,rittirlr�rsr�r�rtrlrtrlrtr�rir�r�r�r�rtrrr>'ririrlr�rlMrirrrir�rtr�rrriMri��r�rrrtrrr�rfrir�ri Available Memory remai.nino : 196728 bytes Current Data Set (dame: Ca \W\9414 \MONTY 100 YEAR-24 HOUR LEVEL POOL ROUTING iF-1 I-•Ivdroaranh Storaae Discharae Level pool iO t e r o a a r d Robinson & Assoc . T r i te'rrrrrrrrrrrrl`r!`rrrrrrrr`rrrl°rrl+•ri°r ' .'_•:rrrrMrrMrrrrrrMl'rrrrrrlrrrrrrM!`frrr�rrrrrrrlrrrlrrrrrlrlMrrrrr•rMrlrlrrMMhlMMrrMMrlrrrrrrrlMrlrrrrrrrrMrrrrrrMMrrrrrrM�=,' .'> LEVEL, FOOL_ ROUTING INSTRUCTIONS �} F'F;E I NFLO S T G STG OUT•F'L _ I _+ DE SCR I F-1-10N HYD # HYI) # STOR D I S HYD # t •:- ID ID = 31. .1.C?[?''(Fi -qH R :'1 i I A.) I E I E :I E :a r_ a E r_ I E I I E J C 1 E l E I E E I I r=6„ CLEAR F;10. EXIT rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrorrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr:> IAvailable Memory remaininca : 196728 bvtes Current Data get I%JafTe: C: \W\94.143\M(]NTY -F i1e Basi.n H v d r o a r a o h Storaae Discharge Level pool O s t e r a a a r d Robinson & Assoc . 1'n i MrrrlrrrrrrrrrrrrrrrrrrMrrMMMB 1 J�r�rrrrrrrrl`rrrrrMrrrrrrrrrrMf4rrrrr!°rrrrrrrrrrrrrrrrrrr,'`rrrrfrrrrrrrfrrrrrrrrrrrrMrrrrrlrrrrrrrlrrrrrrrrrrrrrrrrrrrrMrrrrrrrrrrrrrrrr!•r!`rrrhrrr�`frrl*rE. I ROUTING COMPARISON TABLE MATCH INFLOW STO D I S PEAK: PEAR:: OUI 11ESC'R]:PT]:ON PLAK' PEAR:: NO. No. STG OUT HYD �1i;[_?`r'R4HR 1 . 71 3. C?1 2 11 .41. 1 .71 20 _3 _ _-_._.____._____._ _._._.=-;•Done::___=__=_:=______=_-=--= Press any.•• k ev to es--.it _ 'rr!`lrrrrrrr�rrrrrrrrrrrrrrrrrrrrrrrorrrrrrrrMrrrrrrrrrrrrrlMrrrrrrrrrrrrrrMMrlrlrrrrrrrrrrrrrrrirrMrrrrrrMrrrrrrrrrrrrrrrrrrrrrrr•rrrrrrrr�rrrrrrrr.� Available Mc:mory remaining : 196728 bvtes C'Urrent Data Set Names C: \W\9414.=\MONTY :1/10/98 O boroaard Robinson '?, Assoc . Inc . oaoe 1 rl RALF'H MONTY' S HOTEL SITE :10C)YR 24HIR LEVEL FOOL ROUTING INFILTRATION SYSTEM DESIGN HISTORY- OF HYDROGRAF'H ACTIVITY Date of Session: 1/18/98 CLEARHIS CHANGE "100YR 24HR" 3.50 PRECIP ➢1 LSTEN➢ _ LPOOL 1 "100YR 24HR" 1.71 ➢1 1 2 20 100YR 24HR 1.71 3.01 2 2 113.41 1.71 20 2023.40 cf I 1 l 1 . l J J _.1 J . 1 J 02/26/'1997 16:25 4252583517 PAGE 02 R Ybr11111Y+IQ lPAO.1f71pT pal l , 3 1��ROVIIL .M 7,111 YOI rRtNnrn[Irr of nraCilltr - -_ uerx all, 1099 owl i t ip•^�^�hwld color'to this 6114 In Oil terrerllmil"rrl PAN 1 IW MC/t Arl f) o� MontQ Ralph "ri � t ? �'T/7<!1 �'lID1t1tI11'AJl 7630 Colby Avv sve ett ....,.«..._«—_.., _ 1i ._.._. 0�7A•0049 trl�� «. ... ...._ _.�_ 1y /W�u _ 9s101 �IN1169Qf� Cr011K r tmoosA . CiMAk ►rf Of ►raaec ,. ......�........ lto w!C!r CirvM IIANMIIf•M) cowl r ——---- � , Bnohotnieh _ !1b Agsment lRN� LxAIITAtTV�iN t� S. • ri _ 1 nit><eQ!itt!+IY .. -�AI+, wurt rt cawtt�t ry -,�_.,....,.. . _ Dnce�tlbeC ^L��JI_Ut,Tt1i�1141fi1�t,t,114.,tD1..LLIL ALALLIIIU t nMa.Wl.l!oOY.l11�ful.QiJ,Q4ap1�1.aL,tC�lll.ItTt AMp, 1itJl�fA1A..1ti14'IAI.VRD1'IJK1Ml 44.�IL'k3G�lOC..�..jI7'm1Al. � 1 • ork ishil l rol.lOOw he plan by Antc�r 4!1zd }tublh�p n ogport:l* bra A '1�ut wm vx �� A 1 or fi ok y Poitit; h i wtTA1 i le 111v3'w) 01) M asryrO i va 9AAy WUilienG �n 10210 Ar lX�nt or 01 rgm%rda rate N iw Y oo�ti�,�y w)t rho 11 ti t1u a CAlcua Iona umee 0e 0ryelyd Itob n��n, ut�d•t.ud, quo raa•gvp y �fi>"w on Dais eon , �' 1999, y. grosivn cvnttul rn0rhov�� r�haJ. hr< tlt it i�t ed to r,rtm ett f+r �p •tTH�fiM an wa lando. '1'hsee Mia 44v"t Mudd Wager u jtn od to nM . cIrar�y rtrdifisnt pond•r r.FrawClUda, b Ahell ebr u ence60 check Amer An �*ulohl�iy of •xpoaw "Imb, iltat' 3. 'r i• i»ii1..la U1 tt Icy ro_ gbel}1 bqq ur�•tru tod to rontrict low off s t• to 1/Z u>t the �e''"-'dRVO oped ��ye0r d�so qp etot,,r, ,. 70:9mT,ot or t 0use ahe i be tt11 v• eeAtled ai.rai we ter Pr .blt• o use c►>* • er"'w4vi r onv�ylines. [olorailit Jat?llA7'I011r +a to all tlt.y went aid of Anokeyy Point O1v¢ et 6 th >r n h nlncoi•r,r,iate tdW or btnukry rAP, t1C, inn r born snohrnn h c`�.pun0o db µiialA1, Mlln w eiw Final r)mry by ��D&i.ib�r County, December 2,3, 1y08 rATW - do am 17o IP31 1lrvvk 1420) 170.-a30a MAItAMf - 111mif[ - 1tA P gtllpl IIw N �= MIA �11i�OM1' Q!' f=!>iKR1►xRJ/ _ . a�'' I NIC'TOR Snohomish County Planning & Development Services Commercial Section Fax Cover Sheet DATE: February 9, 1998 TIME:3:38 PM TO: ROSS JAMESON PHONE: 425-252-2153 FAX: 425-742-8130 FROM: MONICA MCLAUGHLIN RE: 96-109763CP, SMOKEY POINT PROPERTIES # Of Pages - 3 Including Cover Sheet Message: Ed Giraud from WSDOT called me back today and then faxed me a copy of the attached letter, which I had never received. He says his department has not received copies of your civil drawings nor has any settlement agreement been drawn up regarding traffic impact mitigation fees. You will want to contact them ASAP to clear up these loose ends. Hope this information helps. 3000 Rockefeller Ave M/S 604 Everett WA 98201 Office 425-388-3311 Fax 425-388-3872 02/09/98 14:44 FAX 206 440 4806 206 440 4806NWR OPERATIONS 0001/002 Post-it®Fax Note 7671 Date _ pa°gas 701 , From Washington State eP. Co. +,f Department of Transportation 1 Ilona' " Sid Morrison # 4,�o Secretary of Transportation # 0 December 6, 1997 Mr. Bill Briles, LDA Snohomish County Public Works 2930 Wetmore Avenue Everett, WA 98201 SR-531 M.P. 6 . 63 Vic. C. S. 3129 Application For A Building Permit For Smokey Point. Properties County File No. 96 106763 Dear Mr. Briles, The applicant seeks approval to construct a hotel and office complex. The location of this proposed complex is between I-5 and Smokey Point Boulevard; approximately 1/4 of a mile south of the SR-531/Smokey Point Boulevard intersection. we concur with the applicant ' s traffic engineer that the applicant should contribute funding toward state projects in the area to mitigate this development ' s traffic impacts to state highways. We agree with the $2, 198 .80 contribution toward the SR- 531/67th Avenue N.E. Signalization project and the $72, 749 . 92 contribution toward the I-5/SR-531 Interchange Modification project as being sufficiezit mitigation for this development ' s traffic impacts at these two state highway intersections . The ether state highway improvement project mentioned by the traffic engineer that the applicant should contribute to is to widen SR-531 to five lanes from 43rd Avenue N.E. to 67th Avenue N.E . ($7, 254, 000 . 00) . This project ' s current AD date is in April 2000 . However, this date is a "Shelf- AD date . This means that this project is not funded for right- of-way acquisition, preliminary engineering or construction by the legislature at this time. Therefore, we request that 4he applicant be condi.ti.oned to sign a "Non-Protest " agreement with the county to contribute a prorates share toward this state project when funding is appropriated by the legislature. 02/09/98 14:44 FAX 206 440 4806 NWR OPERATIONS 002/002 December 6, 1997 Sill Briles, I,DA, Page 2 Since this development will be adjacent to the I-5 right-of- way, we need to review the site, drainage (with calculations) , grading and any other plans showing a potential impact to the 2-5 right-of-way. Thank you for the opportunity to comment on the traffic analysis for this application. Should you have any questions, feel free to contact Don Hurter (206) 440-4664 or Ed Giraud (206) 440-4912 of my Developer Services section. ncerely,- ROBERT A. JOSEPHSON, P.E . Manager of Planning & Local Coordination, ELG_elg ColoJ rGci* 3�2 /ye , POWER OF A n-C)RNEY AND A0 RE-UM ENT NOT.TO PROTEST FORMATION OP ROAD IMPROVEMENT DISTRICT THIS IS AN AOR ThMENT between rho County of Snohotniah,a political subdivision of the �t Scete.of Washington (hol eafrar the "Comity") and_1tAli2h Monti dhu 5.trickujQj S-2L22qdlj?- (bercafter the "Veveluper") arld the Nvelorri:r's sLLCCRAsori• lhc Board of C kinty Commissiontax of Snohomish Coun-ty on June 20, 1979 enacted a resolution pertaining to DevOrtiler Contributions (or Road Purposes as u Condition of Land Use Approvals,I'esoltttion No. 79.143,stow incori,arared in the Snohor,ush County Code as Title 2613. WHEREAS, thy: purpose of this ordinance is to ondute that ndeyuate mad improvements ore ,trade to meet incrensing road usage asscx:iat.ed with Innd dr.velopntent projects,by requiting all land dcvelop►nent proJects in unincorporated Snohomish G,tinty to Nay fora En-oix.-i6onate shete of dw t:ost of toiid improve mente due to such I nd developinenrs, The resolution states that Among the mrrhods for ensuring that approptinte provisions for future road improvicenr,ents ale ttwde is the.execution by the Develolvr of an agtee.metir not:to prorest focllvulon 0(0 road.intp)rOYc.mew district created purqunttt to Ch, 36,88 K.W. at such time in the future as thr Gotimy or public:think it ucessary. The Devoloper, wid its succussnrs and assigns,it%ronsidrration of approval of its lend•use applIcatiutt f6r, nmkcy,,.?gj.ft Prof-rttr4, an offrr -9juplex ^wank tc� Ndrticipate in a road Imptovemont disuict in +cadet to improve the, mad system to an acceptable level of atervtt,ey, And apptol-stiata design %trindnrd9, and/or prevent a himrdous tiafRr:or road condition from occurring in the furore; •1• CE fVED FE S ' 7 1998 PLANNING � DEVELOPMENT AY OMMERCIAL NOW,-MEREFORE, IT IS UNDERST001)AND AORFTD AS F01,I.OWS; 1. the L)cvcltrper, apivints the County of Snohomish as true and lawful attnmcyfot it and as at►inevoc.ahlc proxy,to petition and/or cast a vote for appfoval of any Road Improven-tent D isrrict formed its prnvidc�d in('1,•3lr•HA 11.W,nA ttnw en"e,t:ed of latter Amended,to petition for and/or to cast 3 vote of appiovnl for any local imptovement district,whir;lt 1s to he established for accompliPhing ultltnwte. mad and rrinwd inrptcrvr.nrcnts to the followinx roads and/or tntersections identified as naccssary in Lite futute in conne.ct.ion with this development approva.lt 51031 from 43'd Avenue NE to 67'^Avenue NI.- in die. following nrttntie.rr Widen S11531 front 43rd Avem e NE to 67`1 Avenue NE to five lanes. This power of attorney shill be a conveyance of an irrevocable itlt•effIt in the real property invol'vcd in this demlopment proposal and the Developer does, by this agreement., convey to the County such lin,itrd inter est in the following described land: N3/8OI- -MtN1/2SP1/4SF1ANEl/41-YFLYOFSTHWYLE95HUTAl.l..TH rTN NM/4 SE 1/4 NE 1/4 DAP COM NE COR SD SUB TH S84'90()8W AI,CC N LN SIB)SUB.30.02 Fr TO W LN CO Rl]&TPB'M SLY ALG W l.N SD CO IU) 212.7 i�1-TH W PLL'I'()N LN O)4 NEI/4 5E1/4 NC1/4 S!)STC 204,75 rT Tf I N PLI, 4*0 W I N $D CO RD 212.75 Fr TO IN'I•Willi N LN 51-) N1's1/4 SE1114 Nf 1/4 TI-4 T AL.C:,SD N LN 204.75 P I•-M I-PS&LESS RDS This power of attorney shall No n covenant to run with the fee tlrle to the above•de,4mibed tr.al property perpcntnlly; PROVIL)F of the(;0utrty shall deliver a sigtred relapse of this power of Nt(gcncy afier installation of the ulti,nate iny)tt,wt;nn:nts has been completed, •2• 2, the counryy 891'et-s dart:the cnusideratt.ion for this agxuement Is the approval of,or perlwtting o(, the development applicti for; And In the v.vunt the County does not approve the development aplrlicatlon related to this agteement,this agleemrnt and power of lattorney sl�all be void'and of no t effect, 3. The Nvelorm -agrees not to protest formation of such a road improvement district or local improvement,iistrict;ind acknowledges that Developer lies renddie fourpagesof this ommeement and certifies that Developer has the capacity to Riga tilts document in the capacity indicated. NCYTE:gl(_1NA T111 bdu§,I-BE NOT,�131ZI M. IN WITNESS WI-lr.RE0r-,the I)eveloper hnr ci(nied this agreement this___.I �._. day 19 1\101'L; L6D Instructions on Signing Non-Protest Agreement Prior to Signing. Sign onty of the Following O}tions. DEVELOPER• Option t (single person mily) a single pemin DEVELOPER• Opt-ion 1 (hu6bb d wilt only) i n married person �uhhelz J>w a.IL.I / l`1r��5.�fa mrrled person ann rital annnumlry. 3- DEVELOPER• Opn;m 3 (business eutity) ., .�; Nov; Sec t:ondli:ions for county acceptance of signature on behalf of a business, A ropy of a corporate or parmersl;ip maulution showing your authotry to sign on lxhalf of the corporatiornt Or t partnership must Ite amicherl to this agreemPnr or Ir will nor ItP by or re.rnnied by Snohomish County. ACKNOWi..EI.x;MBNT• INDIVIi UAi..OR PARTNRRSHIP STAIT OF WAS1 iINGTON) 68. COUNTY OF SNOI-IOM 1SH) Ott this day pertionally apiwarrd befi> e�n>m Ick, c. Mc1v1�..�/� o tuc known 4t„Ix, the.individu;d(s) deAcrihed and who s'recured the fai•egoittg itstrtanent, 0�tl"2kand ark tuwlcJVcd that they hive.signed the+Arne.Ac their kne and voluntary itccc and deed;that they hnvc the authority 141 sittn tltis dmument of m pagrm aF tltr..y have indicared, rind for the uses end purpc.�aec t:hcrc:in•mc:;ytiuned. OIVFN uncdcr my bond rind of%Linl seal thin, Aay of �� n Ztiti TARY PUBLIC in and or tf he c of VVushi gto) Reviang at, � o _ Receipt Acknowledged SNOi•iOMISH COUNTY DY;. mate, •4- - .q1,2;I il_ki 1'-?:4�1 bl-JUHIJ I l Sri I,UUH I i '.,i-ii il'i. UL','L-. ti1114wl 206 440 4906 It 001/002 02/09/06 14:44 FAX 206 44r •08 NWR OPERATIONS Post-it'Fax Note rMt - Waashinuton State p,, c, Department of Transportation M Sid Morrisgp 80arnery of Transporintlon _3 r December 6, 1997 Mr. Bill 8riles, LDA Snohomish County Public Works 2930 Wetmore Avenue Everett:, WA 98201 SR-531 M.P.6.63 Vic. C.S. 3129 Application For A Building Permit For Smokey Point, Properties County File No. 96 106763 Dear Mr. Briles, The applicant seeks approval to, construct a hotel and officer Complex. The location of this proposed complex is between 1-5 and Smokey Point Boulevard; approximately 1/4 of a mile south of the SR-531/Smokey Paint Boulevard intersection. We copcur with the applicant 's traffic engineer that the applicant should contribute funding toward state projects in the area to mitigate this development ' s traffic impacts to state highways, We agree with the v'2, 198.80 contribution toward the SR- 531/67th Avenue N'.E.- Signalization project; and the $72, 749.92 contribution toward the 1-5/$R-531 Interchange Modification project as being sufficient mitigation, for this development' e traffic impacts at these two state highway intersections. The other state highway improvement project mentioned by the traffic engineer that the applicant should contribute to is to widen SR-531 to five lanes from U rd Avenue N.L. to 67th Avenue N.E. ($7,254, 000 .00) . This pr'oject' s Current AD date in in April 2000. However, this date is a "Shalf Ap date. This means that this project is not funded for right- of-way acquisiticn, preliminary engineering or construction t> :by the legislature at this time. Therefcre, we requeet that tahe applicant be conditioned to sign a "Non-protelst " agreement with the county to contribute a prorata share toward thin otate project when fUftding i5 appropriated by ''' ' the legislature. �-02/09/98 15:42 SNUHUNISH CUUNlY U.-JI9. LtVtL. NJ. U�J 02/0VO6 14:44 FAR 206 440 4806 NRR OPERATIONS Q002/002 r December 6, 1997 Bill Briles, LVA Page, 2 since this development will be adjacent to the I-5 right-of- way, we need to review the site, drainage (with aaloulations) , grading and any other plans showing a potential impact to the 2-5 right-of-way. Thank you for the opportunity to comment on the traffic analysis for this application. $hould you have any questions, feel free to contact Don Hurter (206) 440-4664 or Ed diraud (206) 440-4912 of my Developer Services section. :Z SSAT A. COSEPHSON, P. E. Manager of Planning & Local Coordination ELG:elg t, A0111► Washington State Northwest Region Department of Transportation 15700 Dayton Avenue North P.O. Box 330310 Sid Morrison Seattle.WA 98133-9710 Secretary of Transportation (206)440-4000 March 23 , 1998E 1 1 Mr. Ross Jameson ` Gary Parkinson, Architects 2812 Colby Avenue Everett, WA 98201 SR-531 M. P: 6 . 63 Vic . C.S . 3129 Drawings, Plans, Calculations Review For A Building Permit For Smokey Point Properties County File No. 96 109763 Deax• Mr. Jameson, We have completed our first review of the above mentioned documents for this hotel and office complex. Our comments on these documents are as, follows . 1. If the proposed illuminated double faced pedestal sign will be visible to I-5, it may not exceed 20 feet in length, width or height; or 150 square feet in area including the border and trim, but excluding the sign supports . This is a requirement per the Washington Administrative Code (WAC) 468-66-030 (11) of the Scenic Vistas Act of 1971 . The proposed sign exceeds the size allowance per the WAC. It should be revised in size to meet the WAC. 2 . The proposed drainage infiltration facilities are designed to a 25 year storm rather than a 100 year storm as described in the Department of Ecology' s (DOE) manual . All stormwater discharges to state highway right-of-way need to conform to the current criteria described in the DOE' s Stormwater Management Manual for the Puget Sound Basin. This proposed development ' s drainage design must ensure that drainage runoff for the 100 year storm is prevented from entering the state highway right-of-way. If drainage infiltration or parking lot storage is proposed for higher storms, please describe them in the drainage report . For DOE compliance, the drainage analysis should demonstrate that the infiltration March 23 , 1998 Ross Jameson Page 2 facilities will drain the 100 year storm in 48 hours . 3 . The proposed water quality BMP (oil/water separator) does not appear to sufficiently treat the drainage runoff prior to entering the infiltration trenches . The use of oil/water separators are typically used for spills rather than drainage treatment of stormwater runoff . Since the success of the infiltration BMP system depends on proper water quality treatment to prevent sedimentation in it, we request rechecking of the water quality design. If underground BMP units are proposed in this design, they should be sized to contain the six month storm volume . Please provide the calculations used to properly size the drainage storage vaults . 4 . The 'Waterworks " output describing the storage structure is missing from the .drainage calculations . This needs to be included in the revised calculations . S . Please provide the basis for your using the selected drainage infiltration rate, such as a soil analysis . The drainage report uses 5 min. /in. (12 in. /hr. ) without a safety factor. However, another portion of the report shows 2 . 0 in. /hr. with a safety factor of 2 . Please clarify the design infiltration rate used in considering the development ' s site soil conditions . Please provide revised puns and calculations as stated in this letter for our review and approval . Should you have any questions, feel free to contact Don Hurter (206) 440- 4664 or Ed Giraud (206) 440-4912 of my Developer Services section. ZERT cerely 71) A.' JOSEPHSON, P.E. Manager of Planning Local Coordination ELG:elg cc : Snohomish County Planning & Development Services Snohomish County Public Works i n Gary Parkinson, Architects FAX l 2812 Colby Avenue Everett, WA 98201 - (425)742-813+R 14A Date _ 1'- g 9'o Number of pagos including cover sheet From: WII M cc: -.- Phone Phone J425)252-2153 Fax Phone t?d - 8 71— Fax Phone _(425)T42.8130 _ Job J ❑ Urgent ❑ For your review ❑ Reply ASAP C] Please comment j i 4 { TO 39VJ IHDNV NOSNIAdVd , HV9 OETBZVLSZV ST:ZT 866T,'eb 60 B€TBEPLSEP FROM : RAMO REA TEL: 206 653 S33: PEB. 13, 19i 11:36 Am r- 12i16;583517 PAW. 02 TOWER OP A.rMRNFY AND At9KBBMM4T NOT TO PROTCSST FORMA110N OP Rom)impRovEmPNT DISTRICT ni AN A.C3A.TNIINT between rho C unty of Snohwrdsh,a poStAral subdirddlon-Of d e Scott.0(w piton (hMreafter the"C purity") and—)(Algh Mom ciba Smo�nx.E�lr,t�. (hr:reafier Develol.r") anti dir Mvelol'ww`a aucca$$r3re. I rd of County C:onwrossionir..►s of Snoli(wish County on.June 20. 1979 Matted,a m3olutiOtl oinop In Mvclnprr Contrihutivns for Road Purposes to a Cotidiziun of tAnd Use Approval$, lution No. 70A43,itow incagwarr-d in the Snohomish County Code as Tide 26B. W AS, the purposr. of this ordinance is m rmduxc that ndeyuate mad i etttenua are jrutcle to nicet. incren$ing toad wisp rstuvisted with land tk pmc.rit projec:ta,lay tectuiritig all loved Jovelopmenr ltrojec:ts in unhworporated S;n uriah C r oriry io pay for a prolm-t.ionare shot 1.cif dw c:ort o(tc►hd improvements du such load developments, Th solurion sratse 0 r t among the nwdic cis for ensuring that qpi►toprIete provisims(Qr future r0a "we(cents are rrw k is tic execution by the Car..velotw r f un egrer."wnr not to proreet fo waticnt rQ►„d district created prsumni W Ch,36,88 R.W.at surh drm In the future of t unly or public think it necessary. %vAorr, and its Fuccom xe And assigns,in cr+ttaicii-M oti of approval of its lend•t►.r applliattiot ir,- k ... �'�+y rt �. ar offer ti lcx „lrvpnra to psrcit ireto in a read invtovemartl district in cadet to impswe the roud ayewou to sin accepitNe level 0f arrvieps,and al4 oiniaw design wrnodtrrda,antVor pcm.vew o hnsnrik-ws traffic or road condition horn occutring in the (untrei -1- ZO 39Vd IHOW NOSNI>idVd hdV9 9ETBZVLSZb ST:ZT 866TI,"cl1•' t. FROM : PAMO REALTY TEL: 206 653 5332 "—•FiiiB. 13. 1998 11:31 AM P 3 03/11/7 5'�8 Bfi;41 7 20E 7..5o5517 (]EAU PALL 03 W)V,'1'H 1WF(-RE,1T 1S 1.INDP.%,9TCx)D AND AURFIRM AS FOLLOWS; 1, "T r,Du v( oiwr. appoints this Cot.mty of 9noholnish as tole-urtd litwf4l ounrow0ot it■;nd ps as irrevocable proxy,to petition and/or cast a vnt-c for aMaval Of ally Mott hprovett►etit"errlct forlmd its providl..d it(7%.36.8A R.W,A., rm t,nnated r,r later amended.to petition for xrtdl0r TO cast a vow cf npptovnl f6r ally 10r.n1 fmpl ovem lit district,Wllich it to he astahllsl od for acctoiW1tslti118 jilt-f nsm.nlnd rind m1med in the fc4lawi,*roads andlor irnt0kc-ritn's identified as 1wecssaty in t1le futurlr in m:111ertion with this developn-*ter approval; SR331 fratn 43"Avenue NE to 671,A mntue CIF in cbe follcvAng manner: W1dcn 51L531 (Ton-i 43'd Avenur Nis to 67"Avenue. NU W fivt lanes. This power of amorney shnll be a conveyance of an irmwablt i.tit"o-Or its the,real property involved in this cicw1oprneilt ilrtlmodl Lind the Doye.loper does,by this Iri(remnent,convey to the County such limited inwest in the(olldwing descrihed land: N318 OC-'l'Vrt: N 1/2 SP-1/4 K I M NE I A L Y RI.Y OF ST HWY 1.13,185 PI)T ALI.JrH M N131/4 SEI/4 NCtM DAP COM NC COR 81)SUR'11•l S84.9008W ALO N LN SC)SUB.10.02 Frr TO W 1_N CO KI)&TAB'1'11 SLY A 1.0 W 1;N SD co 1U) 712.75 (T TH W PLL'I3.)N L-N OP NC1/4 SEIA NGI/4,n STD Zf){1.75 rTm IN PLL TO W LN SD CO RI) 21.2.79 Fr TO IN'f'WiTli N LN Si)N131/4 S 1/4 N1'_1/4'l'H. C AL.CJ SD N IN Z04.75 FrI"MTAB&UM RDS This Power of morney 611211 fw n covenant to run with the fee tide tp the above•dvictibed real property parpct;ially, PROVEI -D,the $hall 4101( -r a a glict.rrtleskst of dAim power'of acrocgcy after installation of the ultimce.itx ptoyemcim has been winpleted. .Z. 60 3OVd IHOdl7 NOSNIIiNd Ada9 OEZ83tiL93b SZ:3T 866Z/80/60 FROM : RAMO REALTY - TEL: 206 653 5332 -,FEB, 13. 1998 11:31 AM P d $7./1.2/l 990 pp:�1 i 70C,25Ei3617 C1:ikC1 PAGE 04 x Tha County care is ll t taw,rottpiclorrt.joil for tltit AIpu�emon.t is the approval c►f,ar pertkrittietg a(, the: devcloi�rt�artit �I�uli�d fnrr and to the r.vc:rlt th.a (:olinty does not Approve the de"lopment %pplicatlon related ua ehi*apr.eernen,k,this aw eerrusnt and power of Attorney shiall hr void'end of no effect, �. 'The f nvelorxrr t tZrces rust ro itratMK fc>n""1on of arch a road improvaI ' t dlat 4t or lcictil improvan-0-mnr dierrier nndncknowledges that Develop 119r'rertdglie fourpagesof thisaliteenletlt and cert'Aes that I)4.'VCRgwr 1140 the capnaity to dVEt this dwurrrent it►the capacity indicated, r:L, jN W ITNF_I; W Fi}t..}. Wr.,thr l> +►r.1 ,t r lrrAR ri ir.d thltt agreemtt nr rhis,�, : `�,.-— Y lhsrruCCi�llitl on�;d nir#la N<m- atret:Apreenurnt Nor toSigniilm. SlgnmlY Of the R7110winG Optiorls. Dr-,V 1•,omR Dpr on 1 (single pwrsork only) A single pawn DPVPWPFA.•Optitm 2 (husbao d wife<mly) a mart{ed Berson aI d shaft rdtriral u1i1untttdry. .3. 170 39Vd IHOaV NOSNIANVd AdV9 06TH L5Zb 5T:ZT 866T/80/60 FROM : RAMO REALTY TEL: 206 653 5332 --FEB.13. 1908 11:32 W w 02112/1998 09:41 12XINbt bil 0SRO PAGE Oti DPVELOPPA.q)oon l (busiom 0110ty) N&t fee midi+,iom (cat county seeepthhee of signoture on behalf of o business, A copy of a coclitwatr,or partnerihip tesolution showing your authority to sign on brhRIf of tlic rotporstion or purawship must N., atcw—herl rn rhl-4 agroemRnt or it mill not ha I1rrwAm d by nr r�rnrdred by *10110ft6h Qlklilty, �'..n.rn\n1n...'.•.1+..•N'-'^"'Mr"� �..r�n.n.n r•.-rrnnu.r.r... ACKNOWL EI.X)MENT•INDIVIDUAL.OR PARTNERSHIP S'I'A��QF W n5i 11 NCiT(�N) se. (Y UNTY Or SN01,101A ISH) On this day personally spiwearrd boAme nip t G• �• r 4+ a the kruiwu 4w ix-thrint/lvidwtl(B) ti wrAwd an4 who ekactired the f rcedtlg itlatrunnetlt, and eck uwlcdWd that thky hnve sfaned the arrrnr riR their fir-we and voluntary act rind claadi that dwy hav«t6 authority to tsittn Chip document of six paGpnn Rs they have indicArcti,and for thr: kites and purpostss thrrein•tt►riltk�ned. OJVHN uncut my h wyd and taflicitel stal dib /,I-day TARY PUBLIC:in and for the fate of WYrhi/U1�°n��dkl�;�t:�l�,.�._,..��''f` Receipt Acknowiedgetl 6140140MISM COUNTY 90 39Vd IHDNV NOSNIANVd MV9 e Ctft l rl`�� r� _Irem 1- /J 9 a T J f rn - /00 rc Cr }2!I It,/ lu n12 d- cc( I c J P'00 f o f �o u�p ..� - ��-rLP� cf c reew it p Jra� yvicenf� one ,00cn p y000 sq. ft, and a one-story connecting wing between the two approximately 13,200 sq. ft. The site is accessed via a shared driveway from Smokey Point Boulevard, which also serves a medical clinic, a car dealership and mobile home storage yard. Three hundred forty one parking stalls will be provided for the development. The parking area will be landscaped and provision has been made for future access from the parking lot to the adjoining property to the north, when that property is developed. Grading to accommodate the proposed building and drainage system is 6,800 cubic yards excavation and 11,700 cubic yards fill. Stormwater control incorporates the use of infiltration trenches and water quality will be maintained by oil separators in catch basins. There are no wetlands on the property. Water and sewer service is available for the proposed development. Traffic impacts will be mitigated by participation in the Smokey Point RID #24 and by fee payments to the Washington State Department of Transportation (WSDOT). SUMMARY OF VOLUNTARY MEASURES AND/OR MITIGATION MEASURES The applicant is offering a stormwater infiltration system designed to Washington State Dept. of Ecology (DOE). standards to address water quality. Impacts to the state highway system will be mitigated by payment of$2,198.80 to WSDOT towards the SR531/67th Avenue NE Signalization Project and $72,749.92 towards the 1-5/SR531 Interchange Modification Project. The applicant has also Oered to sign a non-protest agreement to participate in a Road Improvement District so as to contribute a prorata share toward future widening of SR531, from 43rd Avenue N.E. to 67th Avenue N.E. KEY ENVIRONMENTAL ISSUES The impacts of this proposal on the following elements of the environment have been evaluated and determined to be minimal and not significant: 2.Air, 4. Plants, 5. Animals, 6. Energy and Natural Resources, 7. Environmental Health, 9. Housing, 10.Aesthetics, 11. Light and Glare, 12. Recreation, 13. Historic and Cultural Preservation, 15. Public Services and 16. Utilities, Elements which are potentially more significantly impacted by this proposal are: 1. Earth, 3.Water, 8. Land and Shoreline Use, 14.Transportation. Mitigation for potential impacts to these elements of the environment are described in the next sections. (Note: The number that precedes each element heading corresponds with the numbering _sequence on the environmental checklist) 1. & 3. Earth and Water a. Existing Conditions/Resource The subject property is rectangular shaped with an access panhandle which joins Smokey Point Boulevard at the southeast corner. The majority of the site'is vacant apart from a log home manufacturing business (to be removed) which currently operates on the western portion of the lot next to 1-5 and. The lot is flat and is primarily vegetated with field grass. According to the Soil sAformba n k\comm\1090.doc Page 3 C;r..7hro flpfo• SITE REVIEW CHECKLIST Property Owner File Number qw 101 fw� Current Zoning �G sec a� Twp 3/ Range In UGA? Nearest cities r = Comprehens a Plan GPP Designations Old Plan Name Old Plan Designation Consistent with both plans? Lot Status? V J�P,2,0 (�- Shoreline Ares —7 Flood Area? fip Other perWing pplica ions? AID ZA File# INO Land Use Permit Binder? Preconditions ulfilled? Notes: ea Use Matrix r' Use Allowed? (�QQ ulk Matrix Building Height G�l ,/Front Setback /Setback from Commercial )Setback from Residential /U J etback from Water Bodies /702-z Maximum Lot Coverage Sd q0 Adjacent Land Uses ea yam- UCl�� 1/7 a(6W �ua� n/�f ��F r Who Mall he /46 �f i Jo 12 North " 0(ai(l- Fe- 1 tatdtoal-c cj�South Z (-C// QkC/��/S��I�! �- fN0/�ic�'�Kl�l7tN/JI�rC�C P(J7 East *o , ICO - wd((ed /In C',ffi c West Landscaping Buffers (matrix) Parking Lot Buffer 10% Parking Area Open Space Landscape Protection barrier? Landscape cost estimate v!? 4el 1 Parking Closest Use Classification Number of Stalls Required including handicapped van spaces regular HC Loading 1nekaz ?- p/Gr0 Accessible Route of Travel Provided? Water/Sewer Availability 120 day/SEPA Posting Verification Received? SEPA required? Why? Checklist Signed? Mitigation Fee Parks 171A Park Area Mitigation Fee School School Dist. Applicable Policies: Consistency Determination: ,LW 7aw Route project to: sf 4 Ahern Other Reveiwer Requirements-summary: DPW Drainage Wetland Fire 4 VOLUNTARY SETTLEMENT AGREEMENT TO MITIGATE IMPACTS TO STATE FACILITIES PARTIES Developer, Smokey Point Properties (hereinafter referred to as "Developer"); State of Washington Department of Transportation (hereinafter referred to as "the State") SUBJECT DEVELOPMENT Inn At Seven Lakes Plaza, County File No. 9,09763 WHEREAS, the Developer proposed the construction of the above-described "Subject Development"; and, WHEREAS; certain reports and other documents have been prepared by or on behalf of the Developer identifying certain impacts to the highway facilities of the State if the Subject Development were to be constructed; and, WHEREAS, Developer and the State agree that identified traffic impacts arising from the construction of the Subject Development will have significant adverse environmental impacts on State highway facilities if these impacts are left unmitigated; and, WHEREAS, the Developer and the State recognize the State's authority under RCW 43.21 C.075 (State Environmental Policy Act) to appeal or otherwise challenge the determinations of the local government pertaining to the non-significance of developments which in fact have unmitigated impacts upon the state highway facilities; and, WHEREAS, the State and Developer recognize and agree that the State has the right to condition the issuance of access permits upon the mitigation of conditions or potential conditions effecting the safety and efficiency of its highways pursuant to RCW 47.50; and, 1 UC 35 Ox0 ( ti WHEREAS, the Developer and the State desire to mitigate impacts to the State highway facilities identified in various reports concerning the Subject Development by the Developer contributing the sum of money indicated below, which the Developer and the State agree is the Developer's prorata share of contribution to state highway improvement projects which would mitigate impacts to the State highway facilities caused by the Subject Development, and the cumulative effect of the Subject Development with other developments. NOW, THEREFORE, the Developer and the State hereby agree to do the following: DEVELOPER'S RESPONSIBILITIES 1. The Developer has elected to pay a traffic impact fee of $86,699.12 to mitigate this development's traffic impacts to two state highway projects within the county's TSA for this area. The Developer agrees to pay the $86,699.12 as mitigation for his development's traffic impacts to state highways. 2. The Developer Agrees to pay directly to the State the above mitigation fee of$86,699.12 by delivering a bank check payable to the "Washington State Department of Transportation", to Donald Hurter, supervisor of the Developer Services Section at the time the occupancy permit is issued for this development. The Developer agrees that this sum represents the Developer's prorata share of traffic impact mitigation costs for the above mentioned reason. STATE'S RESPONSIBILITIES 1. Upon receipt of the S86,699.12 payment, the State Agrees that the traffic impacts to state highways by the Developer's proposed Subject Development are deemed mitigated, and the State hereby waives any right to appeal the approval of this project as provided by RCW 43.21C.075 (State Environmental Policy Act). Therefore, IT IS AGREED and understood that this agreement shall be a binding and continuing obligation upon the Developer and all successors in Title to the property which is the subject of this agreement. BY THEIR SIGNATURE BELOW, the Developer and the State certify that they have read each and every provision of this Agreement, including the amount of payment, were negotiated, and that this Agreement was entered into voluntarily by the parties. 2 r DEVELOPER STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION Tile: Title: , Date: Date: ACKNOWLEDGMENTS CORPORATE FORM STATE OF WASHINGTON ) )ss. County of ) On this r day of S4� T� �. 19 f�, before me personally appeared iF�r1` A/ j y to me known to be the d,lA. e— of the E�h at executed the foregoing instrument, and acknowledged said instrument to be the ree vo intary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that k P- is/are authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. GIVEN under my hand and official seal of the day and year last above written. 00%111111iii111 - `��`��•LQ• .... ON fXpCy�; �yt r c•c xJ�LCT�I� �' rint N `ne) •'° �`�'•9 ' Notary Public in and for the State of ry —.— = Washington. My commission PUB0, o�� expires: 2LI e'" Z owl �l�nmu 3 SHORT PLAT FOR 'COS MOTORS 'sF 19 $E`.TION 19, TowN5H1P 31 /,ip{ZTH, RANGE 5 [-AST, W.M JOB NO. 1267-M. CAG* CAD E SURVEYI Nr,:-A � ENCaO VEER{ NGtj INC. o ARLINGTON ,WASHI•.;ls��N 9-4344 435-.ri55! ° r r!,APy$Vt_LE ,WA3NINC�TOu o59-7454 254-077B x nr 8d' '9 03 E ^106/.9z' R . so'E�wr.qs eud .7' 4•/S.3 n,, L.�ts�el 1� 7 � ` \ O r 6 •,��L.-3z3f. Id/•` d•v4t �� l SHE: •.wl: ! �_'' 1 t!Sq`TpC U7 E. •... /07/.58` T2ANS Ml�S"N L1ME E.S'.A N7 1 - - 5'EciFlcat�Y LGc� ED A W No y s; ry r I�. C F vG' I ?fERE3Y CERTIFY THAT rHIS SHORT SUBDIVISION CO`".?LIES WIT? THE Cn:JDIT_ON% S St. rORTH I:. Te?= S`iOHOMISH COUNTY SHORT-,SUBDIVISION CODE, TITLE 20, A- IS APPROVED THIS � DAY OF • �. I •r. 19 - Sll3*ECT TO j RECORDING IlITII iHr AIiDITOR OF SNOHOMISH COUNTY A.�'D LIUDER THE CONDITIONS SET FORT?I IN -p,E ATTACHED DECLARATION OF SHORT SUBDIVISION. DIRECTOR 0= PI11NNING P 7706060 - pis yd. TOTpL EL PARC LECA?. nESCRIYTION r of the NORTHEAST All that portion of the NORTH of the SOUTHEAST W.M. lying �T Of 1% of Section 29, Township 31 North, Range 5 East, Primary State Hi;;hway #1• EXCEPT the NORTH 3/8 thereof, also EXCEPT the County Road. s LOT 1 LEGAL DESCRIPTION A11 that portion of the NO31{North,tRanghe e 5 'East, -W M.tlyinghe REASTST k of Section 29, Township of Primary State Eighway #1- EXCEPT EXCE PT rwhi fch 0 is feett SOUTH Sof4as measured thereof, at lvi g SO I of a line l to the SOUTH line Rad f the NORTH 3 8 right angles and runs paralle of said subdivision. Also EXCEPT the County oo 'r LOT 2 LEGAL UESCRIYTION P1 414.34 feet of the SOUTH 5/8 of the All that portion of the AST T % of the NORTTEAST 14 of Section 29, NORTH 1f _•f the �OUTHEAS 1 in SOUTH of a line Township 31 *North, Range 5 East, W•M•, lyingand runs which el io feetSODUTH lineaofm the u red t right NO TH3/8of sagdesubdiv sion. rarall TO Except the South 105 feet thereof. zy,CEPT County Roads. �cT f"" �r s:5r' LOT 3 LEGAL DESCRIPTION The SOUTH 105 feet of all that portion of the EAST Of feet 0 of the SGUTFi 5/8 of the NORTH 1i of the SOUTHEAST 1L of the NORTHEAST SCUST L of Section 29, Township 31 North, Range 5 East, W•ii "tying SOUTH of a line which isL30theeSOU fetSOUTline of theof ascured NORTHa3/8ight of said les and runs pa.a__el subdivision. EXCEPT County Roads. T, 7706060203 Rik ��f ��.. ; ��-�, Pg. No. 2 � �.. FI?-i NUMBER 7►,x,: t3' .,r SNORT h.AT N 6 HNVISION TO S11010' PLAT 194(9-73) 0 r r o Wr_ G N84° 09' 08" E u o G - x 405.33 o v t lo ^• 40' 40' i rn LOT 24.4 0' 13 8,370 Sq. Ft. W w z t � N > s 130.00 N, N (ECUTIVE NORTH W v' n m S 19,48!Eq. "00 30' U x ^ Ft• on t UIMOSCAPING AREA Yflr 275.34' 5 84" W' 07" Y E%1STING fENC xl5nw, GWJX1�1dL•XD& Scale: 30 o'k 4.4'/-VR Afrt¢2SC-:2 I" = I(]U rt. 3' Kt,uw all tnen by Lhese presents that Reinholt Merkel do hereby dedicate to the public forever 10feet feet of right-of-way parallel with and cont ,roue to 35th Ave N•E• (Road, Streetas shown hereon w th to make all necessary clones for cuts and fills, and the right to continue to drain said road(s) over and across any lot or lots, where water might take a natural course. Following original reasonable grading or roads and ways hereon, no drainage waters on any lot or lots shall be diverted or blocked from their natural course so as to discharge upon any public road rights-uf-way, or to hamper proper road drainage. Any enclosing of drainage waters in culverts or drains or rerouting thereof across any lut as may be undertaken by or for the owner of any lot shall be dune by and at the expense of such owner. Igo not write below this line _,_..---........._....................�». I hereby certify that this short subdivision complies with the conditions as set (Pith to the Snotamieh County Short Subdivision Code. Title 20, and is approved thu-26 day Of -/u//V 12,a, subject to racord,ng with the Auditor of Snohomish County and under thq condition{at forth ,n the attnhal Declaration of Short Subdivision. - 3 (Dneetue of Pwvur-J) 830728029 ° WL 1800 8794 TOTAL PARCLL Lr:GAL DESCRIPTION Ali that portion of the North one-half (3) of the Southeast one-quarter (4) of the Northeast one-quarter ($) of Section 2J, Township 31 North, Range 5 Er,::i, W.M., lying Last of Primary State Highway N1. EXCEPT the North 3/8 thereof, ALSO EXCEPT the County Road. LOT 2 LEGAL DESCRIPTION All that portion of the East '..55.34 feet of the South 5/8 of the North one-half (i) c`the Southeast one-quarter (a) c: thia Northeast one-quarter(a) of Section 29, Township 31 North, Range 5 East, 1,1. ':., lying South of a line which is 30 feet South of as measured at right angles and runs parallel to the South line of the North 3/8 of said subdivision. LESS the South 150.00 feet of the East 180.00 feet thereof. EXCEPT the East 50.00 feet for road purposes. LOT 3 LEGAL DESCRIPTION The South 150.00 feet of the East 180.00 feet of the South 5/8 of the North one-half H) of the Southeast one-quarter (1) of the Northeast one-quarter M of Section 29, Township 31 North, Range 5 East, W.M. Il . EXCEPT the East 50.00 feet for road purposes. i I is I ,iA 0• FOR �tI �• iStEQ;�oJQ Nq L L AN10 8307280298 �a, 184� r�Q795 . F'13N ?P'0 F.EAL�'r TEL: 2©G 55 502 JUL.24. 19 12:1, ' F' - .v d �;�'.•.I' ' ..'i.v� .. - �•r 1.�' .�.. ��w'n�. y I�':S-ar.�.•�%. S i c p ,,.. , J U L 12•'4 1997 ►''II 'LA NG & DEVELOPMENT R�CORp�p 5ER17710ES. LAND USE QiY, �6 �- AFM WORDING rdMJW TO: 97 kPl'•1.71. ,M. 03 .i` ... !�oXCIS>=. .TAX ..'I' 4 5(oo Amy'Point'BIW. Sul. * 30i. K "ti, WA 98223 Aar i 7 mar. • - �' ::j• . . •;a;•l�Rgl.a•arra�Cpatl/iwwu. ��• by�F,c, TIN1. '� DHCLARA'X'XOIV OF'EA�&MENTS is V -AND : . J f p ROAD MAINTgNANCE AGPEEMENr ""ICT OR E.COX FAMILY I•iMI'"D P,R•]plgASHM and RENRY r,TA YLOR,and TONi L.TAYLOR.husband ind wife,oivttn n of teoord of tlmt atrasin tail peal n V.lep!ly dam-bed as?areal 1 In Aetaolttcent A hereto,being Tut Parcal No.29318S-i•012.00; e�! : 9MOKb!'01Nl'PROPERTIES,a'Wttshlttgion Parlrrership,*%oars of rwoi'd or that ocrtaln real property legally+40bo6b0d.04 Parcel I in Attaohrti61 A bmto,being Ysz Pari nil N'o•:. 293105-1-0174*,and RONALD R:HMdM a ainglc Pcmn ind HENRY.P_S1'ANM* in,as his semrsie amm otIlywrs of reedrd ofthtft cercain'real lint Mty dcacrlbed as Parre13 in Aa elitnerr A hcrero,lxlo¢•Tax Parcel No.293105.1.019.00;(herejmAu teftrrad•to as.-the Pallies.to dais Agrecmcrt'),agcoa esAllows:. ;�'• ,In oersidoriiuoa ofrhe•mutushbettefitr` . . .,.�•- � ...,;;.:: �'�'..�deriwd•haeRortt theew+ter OfPsryels'1 and,2 at described is Altachincat A hereto,do here!iy convey,va"and dceisrc ew rite portion of the • ` ! `n fOliOwinq described rml prapeirtj itpon W1tie is located an exist: driveway.* dasigrtoted u an c%cmcnt fat In t nY Y.tc heaeby Pard¢t to this Apirement; u 0 and u,ilitie+q fa the now!bec:it pt'eil of the Yhc E+ut000.fo'C,oflhl.hortlt3p felt ofth.prope(tyctoscntled a?a,•rcl I" in 1• A 30 fi ribednt A hereto•;(ind the ast:000'toet b thiC South fix:of file pcopaty .. . Ccsewtibed as Par-el iri'Araelr faei,r A'herc:o. h is"jrlhcT r.Lrcctl nC,Ween the Pprlio.t th this ALirreemen1 In maintain raid dnvcway in A "tx;d stata o; pair,and'.hat Said Parties cuvenam to sitar,.in the m2mtcnan"0f the above •ncnuuned udtornent for m,esi;,agtCM end utilities, if dsmagr to the driveway,otfKt uiAn ... normal'scar and tou,is caused by any of the Panics to this A ( :uoiM the d p n c tFrerrt nt:hCrt tyre�' wbo }, atrugc pr:hc a yvr}eve.ttjylo�eesor�Plttiaea(no(1thae(tt�t`> 11yfO the ' ti ' t. aW 1 •i'�{et:�agofFeur - JrttY+ � . oa of ctscLynci and dead tomtmncc A�rcr 1't!A A i �t * '-v1 t to'j<l�v�•S�1 f i - "r�! 1 d_tiA_,. - ir.J! Ct° N J� '�� .t�l1liJ' .' 7�g� R .' �k;' ( Z�•, t Ck1�1+a s�Lht 1 , ' "' tt�`'i7;g .. •'t V'•�'+ta5.-rl. y{•.C{�� r',a '-rNlF :�.;tTjt�!�'�x !�$ir�..� 7y�11. � •h4 a � (;�� ,�.r..t •i , ' P 1 r `� ` ��,,55i {{��,t p,,,t�(�� `• f. ,.�; ,,,,'' ..:�. k+„�ia't~v.. +f,rwtlt.i � � rt•..ti'�r'd7Ai�1', iN..r�i(:.� 7 }. yir; 9tatrd mWim- at Wt]IJd b9 a i t Gt3-bL-'lilt' FROM RAMO REALTY TEL: cob 653 57-32- -JUL.2-�'. 199' 12:18 PV r^ ? t lo. ••„�✓��'�� 1.15.\l'1��,.�.�'::.};M'�Y.}L�ry�N.t•H'' ..41 N r.y II1'i'.4•r.',�'!w i•Yt NI'.1�'%. ��• j7 r•i�•.•1 4•�r',,:�,f frJ i� ✓�' I •fu. aocignated on Short Number 2 Flbr;iylg4(g-7 j)reoordad,m d,A , 360G6T Reootds of Snohomish ndltor'e Pike y 'SfNalcin.th'e tY Sii :ry„G/�dltiagton. t (:oun of 4ltomidh.'S�ateof'lyashingt Parcel Jl,tt��•<+ ;• '' •%Lot 1 tia,4Giieuated on Shoe T) � � . lot#213(84S)recorded under,�u tw: t"b r0A0SIS9;R000rdrofSnohomishCounty,Washingro'. ditor'a Filc SitRife a�.;. tha Cotmty of SnaOsh.6t►te of Wa ahington. ' lot,l ax dasipated on Short P1tit N Nurrib 85 2,1102 67(3-84)tecordod un1:r Auditor's File y - 4C Q OO;R000rds of Snobomi County W SING '� ashittgton. tc in the County otS:tofiQttiisbl,Stateof W bffttg �•1 -i.r Co. Ef' f73 ,•l,� lr.bat rnt bw attalabe t 217, r SNt " tial'� rq'��'14 . 114Oa. '. 9•f�Oiletlif�Oft� , , •i� }�t ' 4.�•'7� ?1�'�Y,If-,iq�yl'�C•Ciic _ .I'k'^,y i,I�ir�514;�t�:LF,',L,'�.:f:�i•.i+il n!r : "'y(,r�f ••�{i.�'S 't?fio''• ,-lq,.. n��t rs yUlm, ,Pv i_"OL)l ltQrld�ll�3 t'Wt`QfK�i, I t :�.:v Afi'ty,Ydr l•:� 'tl p.`.. p�yay'.i5 �•• f.l Sty 4 R'}5�' L: t?+ �t 'L; }I'jrr�iC�`�1,`Kr/�•' {7�Ty� da��.,v� t- _ rt Iti•� kt� `.S.•'.•itil.•'.r�r' .} 4 f 'fyra•�tif�fltlr'��y� r �II W;�1 y T ^ 5 b t t. x` (� �F t 11T{'1�32� y,t ry�l' •y11,' •. - 1 � r tg�f�!?•i•V,I._1,- s I r �t%kq•a��'1� I' r r a5 'a 15 y��'7',y •r' ar�{ :(l*!' � r r+�' I' t�'��'� ZZZ��' t5 r' `� t� 11 , j5 Cr1 l• •► .. �;y, {a 7 15.�;r 1. +*AirYit r P' " li 9✓t; Bova dI WOiH� 99' LT Lt3-6G^'tn[ FPCM PA00 REALTY TEL: cJG 57-3c JUL.24. 19S-1 112:'20 P P 1 J `' r K ! F�Cr.,v'l JY! � 1Ay R`•M3\} O'.. { 1.7 (•.'+ 7 'Y: 7,�,,,j5"'et it 1 f T,, 1 Y ( `l�r f4•. 1 i r i'f �f,'rtl .•'•. j 1J%tvrtfai a:iu. onth t!>c& 16 �utcf andbinsdtAl.thore F�scments er:d tJie'Rt�ad '-;t.ts I+tiinAEn,a�ceA' aertient Atfd well!lltb(t slwee�of s,hoin afid. r F.xcatllCd tJ»* da of, (r. 1997, (R(:TOR E.COX F Jl..... ' t,1AZ OF wssrct+ot<>N sw�''"f��7►"�t _ .� •, .ry 'DON ht ��ft�nCnttaDio:JIC 1!„t097 :•' .'.. •Y� •t.' qy Kam pQC i '-ice., ,r• ., x" y.�. �. .�' �'k 1 rr • •;�•% .. ..•., S'C�t3TQF.IVASHIZ$LT�ON}, ';' 1/�'9��•'/ •. + Couety of�>L.b tiv+rl't iu•.i'>x' / sar�f/, n.•+�• � � ' On t�rli 4#Y P ++Ify phred before me Ty y t r �+ t .Ip,me tsprva to,lltfihp ' • � ltpory M�h;t Y Odd wmo c/Kes'ur�the rvfthtit an3 forc;oing�efourucnt. fYry �tCtteia" pp��Iod iSe lame of 11�l ah See ud vo+tti;t uy rret ead fee4 for r r `=»rne ff ,wQt�lltylriri iadp[�id�3aes1_41s 7 ` �• :, +� . ,. 1 �iyof, r)�/1J`,�„• ty cr •,1 Z. ._ "•r� ��'�,t1P�!lgr+�;N�l�{ ;.�.�.J.-. .. NO+OS1YPobflc Ltpod fooj (nylon. 1,'t�N . �tyappoinnnrntexpre.. - •�,, 1, MIST .. - -, '{.: ,' �' •'� �YlrerP/te Or t'Os1 --- - ,f.11 `) r r+'t 7' �++ x 'i#;n t e '. i+ >f�lFisanenu L 4t�R9�gAYefAteaaKe `�;rr, ,n p'• 1 i 1 + i tint' t r;� • �s;�1 t �, �•..♦ Yr ,i~f"N:l:�:'. •r .Kt? {,. �5.+: i� 2Np 1 •` <i' 1 :!•l 4' id��i:: 1 `.., ct at � J et "r+ ..:tt a I � �l ti�' Ad'f h 1 t r 1 !l•ti• s J'�'rl 1."t tt _.,.. „i�.N,�. t • > �'� t. �C 1 „., > f. k r J it �aA, • ,1 � ` ,� } '' , + V `+i "�� '.0 jity. ^!'a +.r �!'. :�T.iY 4,1 rA�V V I ti, t �.� •t��,�i{�'! i'.If�,j��SA7�{� �':•�� . •ti�S•.1.1.0 �!'•:� ,it .. ?�.t9 •'� to r'1 ,s: .:a.� .� Y!•- -`ttal.�! .r. :�+i �; � f •,j+ {'4 •ti ! �` r ,�� r4„=,r ;yeti.. �w J� >'�� .fr4,,'�1�'�:.�Y�•�a �.. /; •��'`�A K��L. 9/b 3:1Vd a W021d LS 91 413-bt--Inn ' • FFOM ?HP,O REF+L?`r i=_ 20G. 6573 JUL.24: 19�- 12:_! F'" _ ' .o r ........ ....... ...� ... N.I.4.r1•.... � NI!•.W.'LLY.w..w.+Wu .♦ l ' +r,y •�, - ! � is a,, S"�'ATE OF,jYA$HL•JSTjt7T!! 's i, CdtrQty.a(.ss/Ir/iOMI , Y t rp aW►rs M� s4xfh-doe dose'-Wd indi� • egdacleit4w'latljed ibst:�./t,[,-:. r earl Iiseocu+edtLe wltlJd S.id lbnYoWS Ua ttks endyrapoFas thnnein pass"vsc �i8 //i.S, I-and vn)umny.eet eod dsod for ONIIN tmdu nsy INaA i od effieei srel thR Y+l nt .:'Vol: 'fM+slkfi' Ac aJSO/JYnt4leylon,•. �.r `.'lL• ' dirj ct A gY�'C'las i� I�fy rypofnmrot ccpunt ;/ _ p , v;. ii STATE OP WAMRNFOTON} _ r' ! ,4 Ootb.idfyf +OAiillyaeyx,raibefsYmek!.f2. :'. to—knOn+Ms1'tO be.the iod u de3, ibai i nt v .17 T� k _ i and seks)owTxl�iQ mtd NAo executed Dt vv}LIn and foregoing Lvrs� M"It. _. Ulo typeidry "� l37° F'x�toe wry at—hag lbee Arad nrory er.atyj drtd, Sebd piARy. r V. :•' _ `AUBLI� /�Or nororynsWec/e'om{JdrtbRSmre :L.�.., 7 �;i 6-to0t b ier'i! Wat!,trspn, l /prois'eL1j/UAEDL ' -42M i �`• ' �1��,` , S7A7�OF\y.1Slf'NrrT�Otil r ,� cc;tk f ^J fw,A, ZW. VIQWtfS f, :r; • t fir 1 s rt` 0n,his da pe naily VP-mid before inA Jhjp%i'1'14r1'1yf It t ry4,` ackno k reed wt•:: ,)�(Spet�+aee:r,a td wha e�atut!d the evl�iq ind,fnnFosnq iraitrurLn� . `v�[r fsr}• t� IAc nsese,1id Sned t?sc same ee 1f.r.•� �vnd�•oiueal nn and 6 t r f }>'{rDpbt§t9ereliexaddsed Y eed for j' yi3�4*dG7,` + s, G O4V )t r V rsal..etlr1,ie !5!L dlyor��Yl �gOn 1• � � Yr(w nnd-•--or mt-__. t1 rce6lor`Yf { k � ui, Ou.,It O` :Appointntc,rtexpiraa i�J t :•,is ,. r`� sQ" if [ '�, raj' • � +��1�hRr�+ j/'_Pe$i77tLuedfFo� � 's ;1.55•t40t \��y ;i�� r �L ., 'r� , taeclarttyoei�eltjjll(� yt O � .'.• ; s F r naace'tuevmrronr .�fJlx� ` . � �rro i ,'+ ti ivF"'�•,lt i��*,s!�It� t ��: ' `•i. �yZr i , 3i9 a dd Ul 'wOud 99 ' T T 60-bL-Inr OSTERGAARD o ROBINSON & ASSOC. INC. CONSULTING ENGINEERS 3630 COLBY AVENUE EVERETT,WA 98201 (206)259-6445 BELLEVUE:(206)827-5854 July 8, 1997 Ed Giraud WSDOT District 1 15700 Dayton Avenue North Seattle, Washington 98133-9710 Re: Inn at Seven Lakes Plaza Traffic Analysis Dear Ed: This supplemental traffic analysis is being completed to evaluate the impacts associated with the proposed Inn at Seven Lakes Plaza on state controlled arterials and intersections. The developer is proposing to develop the 5+ acre site into a hotel and office complex. The hotel will be a 99 room hotel with retail, restaurant and banquet facilities. The general office building space proposed is 44,990 square feet. An estimated buildout year of 1998 is anticipated. The site will have one access point from Smokey Point Boulevard on the southern most point of the site. A site plan for the project can be found on Figure 2. The site is in the NEIA, Section 29, Township 31N, Range 5E, W.M. of unincorporated Snohomish County. The project is located on the west side of Smokey Point Boulevard approximately '/a mile south of the intersection of Smokey Point Boulevard & 172nd Street NE (SR 531). A vicinity snap illustrating the project's location can be found on Figure 1. The trip generation for the proposed Inn at Seven Lakes Plaza was obtained from the "ITE: Trip Generation Manual, Fifth Edition". Specific references are made to Land Use Code 310: Hotel and Land Use Code 710: General Office Building. This data provides the estimated amount of average daily trips (ADT) and peak hour trips (PHT) generated by a project. The estimated trip generation for the proposed Inn at Seven Lakes Plaza can be found on Table 1. TABLE 1 TRIP GENERATION Table 1-A Land Use Code 310: Hotel "Per Occupied Room" Roolms(X) = 99 PM PUT T = [(1.237/ X) + 0.000711-1 T = [(1.237/99) + 0.000711-' T = 76 ADT T = 8.802( X) - 59.208 T = 8.802(99) - 59.208 T = 812 Table 1-13 Land Use Code 710: General Office Building Per 1000 Square Feet Gross.Floor Area Area(X) = 44,990 S.F. PM PHT Ln(T) = 0.737 Ln(X) + 1.831 Ln(T) = 0.737 Ln(44.99) + 1.831 T = 103 ADT Ln(T) = 0.756 Ln(X) + 3.765 Ln(T) = 0.756 Ln(44.99) + 3.765 T = 767 Table 1-C Trlp,.Generation Summary Time Hotel Office Gross Capture Capture Net Volume Rate(" Volume Volume PM PHT 76 103 179 (45%) (81) 98 ADT 812 767 1,579 (9%) (142) 1,437 (')Per ITE: Trip Generation, 5lh Edition, Chapter V111: Multi-Use Developments/Quantifying Capture Rates, Pages 1-41 through 1-52. The trip distribution of vehicles utilizing the surrounding arterial system was determined from field observations, P.M. peak hour counts, analyzation of the local arterial system, and previous studies conducted by this consultant in the vicinity of the site. Figure 3 illustrates the estimated trip distribution generated for the proposed Inn at Seven Lakes Plaza. The WSDOT mitigation requirements for the proposed Inn at Seven Lakes Plaza should be as follows: 1. SR531 & 67th Avenue NE Signalization Fee = $19.12/ADT Impact = 115 ADT Mitigation = 115 ADT X $19.12/ADT = $2,198.80 2. SR531 Corridor between 43rd Avenue NE & 67th Avenue NE Fee = $54.40/ADT Impact = 216 ADT Mitigation = 216 ADT x $54.40/ADT = $11,750.40 3. 172nd Street NE (SR531) Interchange Modifications Fee = $85.79/ADT Impact = 848 ADT Mitigation = 848 ADT x $85.79/ADT = $72 J49.92 Total WSDOT Mitigation = $86,699.12 All or a portion of the above noted impact mitigation fees may be required by the developer to offset traffic impacts associated with the Inn at Seven Lakes Plaza for state impacted intersections. If you have any questions, please feel free to call. Sincerely, OSTERGAARD-ROBINSON & ASSOCIATES, INC. Terr 1 . Oster and nt/94 43.EG Stu ELOW4i W '',;�:::7='h:ts'�i t.T I It;�•i`•? •.`i+t?.:;+ . F.A P. Ns LOVAL �{ t'��i: .��1{f I �:,°`.•�:i'.t�;' r't•,•,'•�.•i •. �� ST Ei•N T , T QAEN9[R6 is:.:••:�';•.�' �:'•I I•.4- •p '.a..i'•s,�'. V ,'J�':re .Ir�. �•:l IM'�i�lY i'�.1��„1-',.. S4'-e h� I1 / iE Nis .ouc A% f7�-�S•`Jr;t; ,i�i.;:�,_.• OGW E MYERS \NGOR, mom CHERRY �Oa L.N. FARM S 2 GROUP HN5 9TR 5. F sr =ryPr. 5T c UNb I PL —r 0.J \ a I j It I O Tyr,. � PE�IbION I• P M ARY KEH_ cam MALSHE�K1 IvE E s -;A UT G GAR 50N F. AL T. WATA•tJA6 T/Lp.MM ESTS �{J P'_�,F`c_ ' 28 r nnow+Tv M. A. Ro6�s PEDRRSON III � W J PAR• t.- PCOQfU'Owl J Z � FQ- O M. d Id BERG 2 ` T1l.. MYLLR CORP, kq O rot-1 �^ 9 �i PACIFIC RAll.R0AL1 o d R,S ► Ev ERG REEN CARLSON\ �u fa 1 ROBT. FARM (. Z HOME CARL5bN w ELAND W. �' d S Y W J j1 F fl JUMBLE 0 1 -� till Z 1 > a wJ La w a CRAFT 1 f MIA S q Q Jrti Sul 03. TAfl1$ f � � INN AT SEVEN LAKES PLAZA FIGURE I VICINICTY MAP NORTH RTH m w > a x a � M � Z � 10 I o 0/0 q °/o S% 1 Z . 10 3759% 15 of 172ND ST NE (SR 531)- o Z 2 1(o I°/o ,/0 ( 17Z) 20% (I'1?) (Y4B)�1 549 Zo 713 169TIl ST NE (lizl ) ZB 168TH PL SITE -- 8 z z z z°io > > t31�� a co 0 a 0 LEGEND XHX - PM PHT (XX) - ADT XX% - TRIP PERCENTAGE INN AT SEVEN LAKES PLAZA FIGURE 3 TRIP DISTRIBUTION r SUPPLEMENTAL TRAFFIC ANALYSIS for INN AT SEVEN LAKES PLAZA July 8, 1997 Prepared for: WSDOT 15700 Dayton Avenue North Seattle, Washington 98133-9710 By: Ostergaard-Robinson & Associates, Inc. 3630 Colby Avenue Everett, Washington 98201 1691 \ � F d TLO 94-143 t%ir bo f+ � e::vaaro 'lfiti/99 . . . 293105-1-0l2-000� SMOK�� POINT SALES & SERVICE 8-15-86 16632 35�H N E ARLINGTON WA 98223 ASSESSOR IN�O - S962101 55110 NOTES � T /Vol U �� 1356 T IMP 6. 00 784. 000 BLDG 455. 4O0 9306 DRN �. �� 98 1356 � IMP �. 00 784, O00 BLDG 455.400 9306 DRN 6. 00 �7 1356 T IMP. 6. 0O 784, 000 ' BLDG 455. 400 9306 DRN �r | , 1 . ZOD ' TREAS INFU ~ . . . MORE INFORMATION . . . HIT ENTER TO SEE ROLL OMIT TAX �ILLED TAX PAID INTS� PNLTY TAX OWING RCPT# DATE PD �EGAL DESCRIPTION � . . SEC 29 TWP 31 RGE 05 S 5/8 OF FDT N1/2SE1/4 NE1/4 LY ELY OF ST HWY LESS WD 110-661 TO 8T HWY ALSO LESS E 40FT TO SNO CO FOR RD PER QCD 700/167 ALSO LESS E 414. 34FT SD SUB EXC N 30FT THOF REFER TO ........ 3105-1-012-0108 �OR MH ONLY ' . . . " ' 293105�1-013-0008 COX VICTOR E JR 95-031�� PURSEL KAREN I ' PO BOX 3038 ARLING7ON WA 98223 ' ASSESSOR INFO - D303421 91000 NOTES 99 1356 T lMP 4. 97 472. 100 9306 DRN 4. 97 98 1356 T 7MP 4. 97 472, 1OO ' 9306 DRW ' 4. 97 . 97 1356 7 IMP 4. 97 472. 100 9306 DRN 4. 97 TREAS INFO - ROLL OMIT TAX BILLED TAX PAID INTST P07Y TAX OWING RCPT# DATE PD . " . MORE I127ORMA7ION ° . . HIT ENTER TO SEE ' . LEGAL DESCRIPTION - � SEC 29 TWP 31 RGE 05 N1/3 OF S1 /2 SE1/4 NE1/4 LESS CO RD S/HY KSO LESS WD 98-746 TO WHY & LESS ADDL R/W PER SWD NEC AF NO 9306150366 , . . .. 293105-1-020-0009 MERKEL ANNIE R TTE 03-14-95 ' ANMIE ROBERTA MERKEL TRUST 9500 HARRIT RD 0246 1 P .`"13.1.0c 1 N, 74u+u ASSESSOR~ INFO - D400662 55111 NOTES - T / ~ 99 1356 T IMP 3. 25 566, 300 | BLDG 486" 400 | 9306 DRN 3. 25 | 98 1356 T IMP 566, 300 BLDG 486,400 9306 DRN 3. 25 97 1356 T IMP 3. 25 566, 300 BLDG 486, 400 . 9306 DRN 3. 25 650 ^ ^ " . MORE INFORMATION - , . HIT ENTER TO SEE ' TREAS INFO - ROLL OMIT �AX BILLED TAK PAID INTST PNLTY TAX OWING RCPT# D A T E PD LEGAL DESCRIPTION - SEC 29 TWP 31 RGE 05 TH PTA E 414. 34FT OF , S 5/8 OF N1 /2 SE1 /4 NE1i4 LY S OF LN WH IS 30FT S OF AS MEAS AT R/A & RUNS PLL TO S ; N OF N 3/8 SD SUB EXC E 40FT FOR CO RD ALSO LESS W 10F^[ OF E 50FT ADD ' L CO RD DEDICATION ON SP 194-73 AUD FILE NO. 8307280298 . . , ' ' / ' OSTERGAARD ROBINSON & ASSOC. INC. CONSULTING ENGINEERS (425)827.5854 3630 COLBY AVE. BELLEVUE(425)827.5854 EVERETT,WA 98201 e-mail: oracivil@gte.net March 24, 1998 Monica McLaughlin �- Snohomish County P.D.S. ° 'r i'`_� 3000 Rockefeller Avenue y'~p Everett, Washington 98201 Re: Smokey Point Properties Hotel Site CNN/�y� �998 File # CP96-109763 S�gtraYs(JP ` Dear Monica: This letter is in response to Bill Briles memorandum, dated February 17, 1998, regarding the above noted project. Mr. Brile's comments and our response are as follows: Item 1: TDM plan with features noted in our original memorandum. Response: Enclosed with this submittal is a copy of the TDM plan which features the required items per your original memorandum. As outlined in Mr. Brile's 12/18/96 memorandum, the TDM requirements for a commercial site is as follows: (6): Trip reduction credits for TDM compatible on-site design features for commercial developments. The department will allow a five percent trip reduction credit to any commercial development including multi-family residential deemed "TDM compatible" by incorporating all of the following on-site design features to the satisfaction of the department: (a) A design for a basic circulation system that provides continuity of pedestrian systems related to the primary road network. Response: As shown on the TDM plan a walkway/sidewalk is provided from the project to Smokey Point Boulevard. (b) A safe, convenient pedestrian facility that meets the department's Engineering Design and Development Standards (EDDS) that joins the front building entrance(s) directly with frontage improvements. Response: The proposed walkways/sidewalks will be designed and constructed per the department's EDDS. These are shown on the plans previously submitted to the county. (c) A safe, convenient pedestrian facility that meets EDDS that joins the front building entrance(S) with all other on-site front building(s) entrances. Response: The project only has one building, however, a walkway connects all entrances of the building. (d) A safe, convenient pedestrian facility that meets EDDS that joins building entrance(s) with any bus stop or pedestrian facility (e.g. commuter trail) located adjacent to the development. Response: A walkway connects the building entrances to Smokey Point Boulevard where Community Transit Route 210 is located. (e) Where practicable and desirable for pedestrian access, provision of special easements to facilitate pedestrian circulation between the site and adjacent neighborhoods, schools, shopping areas, transit facilities, or other activity centers. Response: The access road that serves this site also serves the commercial sites to the south, which currently are two car dealerships. The access road also provides access to the medical office located to the east of this project. Access is also going to be provided for the commercial property to the north in two locations. This will provide access to pedestrians of the office/hotel site to adjacent activities. M Where practicable and desirable the use of minimum setbacks to reduce walking distances. Response: The project was located to provide minimal walking to all parking stalls and to Smokey Point Boulevard as determined by the size and configuration of the lot. (g) Where practicable and desirable the placement of vehicle parking to the sides and the rear of the buildings. Response: Parking has been provided on two sides and the front of the proposed building to provide easy access to the front and side entrances. (h) Where practicable and desirable lighting and weather protection for pedestrian facilities. Response: Lighting will be provided in the parking lot area, as well as, the exterior of the building. (i) For non-residential developments, secure bicycle parking (preferably covered) spaces located near the front entrance(s) that number at least two percent of the development's calculated P.M. peak hour trips. Response: Parking stalls will be provided for carpool and vanpool parking. A total of 6% of the employer parking will be provided. Parking will be located on the north property line on the east and west portion of the project. This will give employees close parking around the side entrances to both the hotel and office complex. A thirteen grid bike rack will be provided at the main entrance to the project. Item 2: Final comments from WSDOT. Response: The applicant has been working with the WSDOT to establish a proportionate share mitigation fee. The WSDOT should have all the information needed to provide Snohomish County with their final comments. Per a letter sent to Snohomish County from Ed Giraud, WSDOT, the state concurs with our traffic mitigation and should have comments on the civil and architectural plans shortly. A copy of the WSDOT letter is enclosed with this letter. Item 3: Jim Alderman Re: Markups on plans Per Jim's request we have contacted Jay V. Marlow, JUB Engineers, Inc. to establish access points between the hotel site and the proposed Eagle Hardware site to the north. As shown on the plans, two access points are shown for future connection. If you have any comments please feel free to contact me. Sincerely, OSTERGAARD-ROBINSON & ASSOCIATES, INC. �d Terry . Ostergaa nt/941 .mm ^ , . ^ . . . , . . ^ 96 00 G, 293. 01 8, 293 01 ~ .{}O . 00 008955 �0/21/96 LEGA� DESCRIP�ION - SEC 29 TWP 31 RGE 05 ' N 3/8 OF FDT: N1/2 SE1/4 NE1/4 L`/ ELY OF ST HWY LESS FLAT ALL TH PTN R NE1 ' � ' SE1 /4 NE1/ OM N S E COR SD U%� 7H SG4*09 0W AM N LN 8 A SD SUB 30 4 DAF C FT TO W LN CORD � T�B TH SLY ALG N LN SD CO RD 212. 75FT TH W PLL TO � LN ^»� NE1 /4 N v SE1 /4NE1/4SDSEC 204. 75F-F TH N PLL TO W UY SD CO RD 212, 75FT �O�FNT, WITH u ED mEL/ 4 SE /�/* m�� /* �4 E 1 AM SD N LN 204 . 75FT TO TPB & LONGS RDS , . , ` . , 8 ~�~ - ~ ' RCP7-410072 DT-041296 3. 25 846. 900 11 . 407. 15 N 1l . 407. 15 TREAS INFO - ROLL OMIT TAX BILLED TAX �AID INTST PNLTY TAX OWING RCPT# DATE PD 96 00 11 " 40�. 1 15 . 00 . 00 410072 04/12/96 LEGAL DESCRIPTION - SEC 29 TWP 31 RGE 05 TH PTN E 414. 34FT OF S 5/8 OF N1/2 SE1 /4 NE1 /4 LY S OF LN WH IS 3OFT S 8F AS MEAS AT R/A & RUNS PLL TO S ; N OF N 3/8 SD SUB EXC E 40FT FOR CO RD ALSO LESS W !OFT OF E 50FT ADD ~ L CO RD DEDICATION ON SP M-73 AUD FTLE NO. 8307280298 , . ' . . ^ . ' ' . ~ , ' TUBES �'��! '�^ ��J U�ER= A()7�� )�}1 CICSJ . 5 ��SS DESl�ED PF KEY A0733O01 RECONNECTED ENTER COMMAND ===> ~ RCFT-575740 DT-110....96 6. 8O 1 . 2�9. 400 TREAS INF� � l6, 942^ 61 N %6, 942, 6� ROLL OMIT TAX BILLED TAX PAII) 96 00 16. 942. 61 16. 942 ~ ��1 INTST PN��y TAX OWING RCp' T �75 # ' DAT2 PD /4O 1l/07/96 LEGAL DESCRIPTION - SEC 29 TWP 31 RGE 05 S 5/8 OF FD7 N1/2 SE�/4 TO4ST4HWYSALSDBLESS E 40�T �OOSNO CO kU�1/4�LY ELy OF ST HWy LE8S WD _~N. R " �r�� OCD 700/16� ALSO iE 110�661 _ �r u 293i�5-1_012-01�� -�RS� E ru M� ONLY Washington State Northwest Region .� Department of Transportation 15700 Dayton Avenue North P,O, Box 330310 Sld Morrison Seattle,WA 96133-9710 Secretary of Tran portation (206)4a0-4000 March 10, 1998 Mr. Stephen Holt, Director Snohomish -County Planning & Development Services 5`h Floor, County Admin. - Bldg. 3000 Rockefeller Avenue, M/S 604 Everett, WA 98201 SR-531. M,P. 6 . 63 Vic. C.S. 3129 Determination of Nonsignificance Application For A Building Permit For Smokey Point Properties County File No. 96 109763 Dear Mr. Holt, The applicant seeks approval to construct a hotel and office complex. The location of this proposed complex is between I-5 and Smokey Point Boulevard; approximately 1/4 of a mile south of the SR-531/Smokey Point Boulevard intersection.' Our comments on the DNS for this application are as follows . we concur with the applicant ' s voluntary offer to contribute funding towards the two state highway improvement projects (SR-531/67`h Avenue N. E . Signal & I--5/SR-531 Interchange Modification) . We also accept the applicant agreeing to sign a Non-Protest agreement with the county to participate in the formation of a Road Improvement District (RID) toward funding the future widening of SR-531 from 43Y° Avenue N.E• to 67"' Avenue N.E1 . These mitigation .fee payments will be sufficient mitigation for this development ' s traffic impacts to state highways .. We are currently reviewing, this development ' s civil drawings, architectural site plan and hydraulic calculations . We expect to have our response' on these documents to the county within the next week. Thank you Ifor the opportunity to review and comment on the DNS for this application. Should you have any questions, ybV12A98 15: d7 FAX 206 440 4800 NWR nPERATIONS 11002 March 10, 1996 Stephen Holt Page 2 feel free to contact Don Hurter (206) 440-4664 or Ed Giratid (206) 440-4912 of my Developer Services section . S' icerely., 'ROBERT A. JOSEPHSON, P.E. Manager of Planning & Local Coordination ELG:e1g OSTERGAARD ROBINSON & ASSOC.,INC. CONSULTING ENGINEERS 3705 G01,11Y AVIi. #1 6VIiRi"[T,, WA 99201 (206) 259-644.5 lil?LLP.VIII:: (206) M27-585-1M` �1` " MADE BY ��`,y (.-. DATE %�-� / '.SOB N0. 9 CHECKED BY L�, DATE SEC NO. SHEET NO. EXCAVATION EMBANKMENT F/ _ STATION DIST. END A1tEA SUM OF VOLUME END AREA SUM OF VOLUME FT. SQ. FT. END AREA CU. YDS. SQ. FT. END AREA CU. YDS. Flv, I , ?3 � .� 7� PUBLIC WORKS DEPARTMENT "'""kidUtility Division __ •oa boo 4• 0 City of MarysvUle INCORPORATED 11191 January 7, 1993 Fcali,t Morjiy 1F J0:! Sillokey Pi. Blvd. Adizigloii, 'rvi"1 98223 RE: fire flows in the vicinity of the proposed hotel and office complex at 168th& Smokev Point Blvd. Our records indicate that anticipated fire flows in the above mentioned area are as follows: 1) 169th St. and Smokev Point Blvd. _ At average clay demand--2970 gallons per minute with 20 psi residual At peak day demand-- 1200 gallons per minute with 20 psi residual 2) 168th St. and Smokey point Blvd. At average day demand--2700 gallons per minute with 20 psi residual At peak day demand-- 1135 gallons per minute with 20 psi residual TJtese flows are based on a computer model(cybernet version)recently done by our consultant engineers. If you have any further questions,please call me at 360-651-5100. Thank You 14* 1 �Q Rick Doan Utility Construction Supervisor NT cc: Larry Larson,Public Works Superintendent Pam lfegge, Utilities Secretary. 80 Columbia Ave. ® Marysville, Washington ♦ 98270 ♦ (360) 651-5100 ♦ FAX(360) 651-5099 The following corrections and/or additions shall be incorporated into a set of working drawings, and two sets shall be resubmitted for review and approval: 1. Fire flow for this structure has been calculated to be 1500 GPM at 20 psi for 2 hours. Pursuant to 16.36.080(13) on site hydrants shall be provided. The installation of said hydrants shall comply with the following: (a) Hydrants shall be installed, tested and charged prior to the start of construction. (b) Approval of the fire hydrant type must be obtained prior to installation from the water purveyor. (c) All elements of the hydrant installation including water mains, pipes, valves and related components shall conform to the UFC, NFPA Standard 24, 1995 edition and AWWA Standard C502-94. (d) Hydrants shall have not less than 5" main valve openings with two 2-1/2" National Hose outlet ports and one 4-1/2" National Hose outlet port. L(e) Storz type steamer port fittings shall be provided on hew hydrants when required by the local fire district. Contact Jerry Jacobsen, Fire Marshal for the ",Marysville Fire Department, to determine if this will be required. (f) Hydrants shall stand plumb and be set to the finished grade. the bottom of the lowest outlet of the hydrant shall be no less than 18" above the grade and there shall be a 36" radius of clear area about the hydrant for the operation of a hydrant wrench on the outlets and control valve. The pumper port shall face'the street. (g) Hydrant visibility shall not be impaired within 75' in any direction of vehicular approach and shall be located within 15' of the road. (h) The top of the hydrant shall be color coded to designate the level of service being provided. This new hydrant is required to provide 2000 GPM minimum, so the top colored light blue. (i) Hydrants shall not be obstructed by structures, fences, vegetation or the parking of vehicles. Vehicles shall not be parked within 15 feet of a fire hydrant. (The site plan shows hydrants being placed next to parking stalls). t/(j) The hydrants shall be a minimum of 50 feet from the structure, and no further than 100 feet from the fire department connection. R a (k) Install blue street reflectors to indicate hydrant locations. 1 2. Provide this office with written verification from the water purveyor that the new hydrant provides the required minimum flow of 1500 GPM at 20 psi for 2 hours. In addition, the Smokey Point Properties Project Number: 96 109763 Page 2 of 4 U) Q U c a c X cn a)CD :3c o > o ro .` L N 0 N C a) O > � cII ` u m a to L � 0 j th c- cu c > acim C:(a 0 4_. 0ccu ° ` 3N .c � m cu a) o) E E a� ° >, c � a) m L o. � o � a� U 'C Q o p c 0 O � � � cu— 0 � 0) � � C N j � C ro n o 0) m cu -c ° � � � s � � ° cc `oo c—o ° f° o -oa � �-. o _0 0 c° m � c ` 0 a_ ° cu a) E uCL � U, rn LO c ° E > ro •� ° cans v; -0 c c°) c in E o` t c _ ° — ' a) — cn � o cu E o c: X -C uu=i ° � ° Mca oa) a) a) -0tm O cU o a) c cu ca C +� a) a.+• C C N N (0 0 o N a) N a) to N tn cu o �, � O a) c ° a) cuo 'o ro'= � E cu 2 � o cu >, a) mo (n c° a) .� a) ° i �° .� c o '� o ° 3 ° c a) ~ c� c cu a) � a) .- °in V, W C m .°) a v a) a) E ai m o ° ° Lro > o � �_ co Ea) o ca �. v — .o0ca o _ O C a) C L_ ui d O (� N a) a) o) EO N ° N C N � Z O w cu D ca a) >,+' O 'O a) U L O a) C L N L +L' N CL o W.c O a) ate) 3 o .n o c° s N c � o o cu ° "' o '' ►- ° L cw70 M °0 m ca in `� � a � aNi a) N o o 0 c a) o °v a) a) uBL ) Ego cn Q (n C �, N cu ,n N cu o o n cu a) ° cu w 0)'� �' 0 ` ° a z a) cu cn Q) + L U °_ a) C a) N Y �, -° ._ 4•-• m caa) am � � a) caL � > i � c � � a) n `mE 00 3 o a) � ° °) UwT0U)i — m � oo � ca � cu 3ocn c E 'o a a) ox ° � ma) o m N N o-c (n Et aci x c � o 0 ;- 0) � n ° •=' 5 .c oca) o a) ° E a) ca Ya) 0Cac`a c E �, of rn oU > o c N o o CL— o 't ° o c N c o �- 00 a) m o � '> o — = o — v ° E .� caL ° o o ca d 7 C (a N En a) _ ? � U E t U) Z+ L O �`u V N (n 3 C Eo 3 +- a) (n om a3i vi Q 3o a) `� o -- � roU) >, Svc—`ate ooco 3 � L"�. �c oo cu N a) -o u) � r" Y 'cac � ca � � Q � cn 0 .. c—° ° cU) 0cucuE3cccco o a) c ° — m CCNo E °) � °) a) a) 3E ° «rO L G coa D O` cn O t O O o .0 a.M a) cu W a) C E 3 .0 0) o a) v o cn o N o 0 0 cn L L c o v rn o a) v c 3 E � � >, N o '� L m a) v>i cu ° � � L ° > % `o o`C � N a) ° E Lcu 0 E nro cuui c Oc"-v �,;° ro E3 ° vC ° ;' � voi -oo ° �. ca > cm cn � o L � ° ° E � 000 � N °' o `u E ° c ° ►- Eo) � o ° � � ` T Q E ° c "J ° U _0 c o v) a) "r m m E �n U) .2 Ica -o o v o. ca � °.L o- c � N o � � ca�i .c � vNi � c .NEm o � EN ° vv°)i � �La�i Za°i .3 H > C� -�` cu > ac) .c a) v o 3 � 'gin a°) o "-' o o v (a .`. v- .� .. .� O L v- a L U ``' C o ca ° o ° L c a) ° C L O ao ii cu n o -v -1 0 0 0 m Qm cu roL = ca d = o � �c 'uS E ca in c ri �v ►ri co ao a) Q) E > ro U L L p O N` N 3 C N ~-• rJ a) L + C a) rot E a) -C O O a) a U as Uo � `� Lv ° aE a) O C O 7 r O U U (Q p a) 0n -2 o �. � roJ a) a LZ � Zn E — L L C to �_ a) 0 v- E O O ro > � O C X O '~ p C m p L � in � 'a 3 � s0)4- � o c � a) m ro a) E- Lo a) N N ` cn iL O roL ' 0 a a) - ti -0 ma ro cn -Cp C) L C a) E ro p to O a CU a) a) L a) e' C _ X •� N L C L U a) a) .� a) U a) croi3ro3 � N -a > +, � � � � E L - E o ?mac a) roa) roo c co a) ro 'N L=> a) -Trozp € . n N m cu 0- L p p L caaai rn to rn NO O _ C O p E to L :, N � a) to C ro ro a a to "0 C ro ) 1 a)a) a J n o o OC cu O rna) � NU �` oM > aoEc � C E a " E c D cn ? a) L Zcr a O `n � ro o ua) cU , U rn N nro ` ca c — 0 � E a) o M0uc >o � No a) o v - .o v�rn c ,n3 cvc � E0 a m rn N oro °) 3roa) 2n. � a) Nro � rn v c p a) M a ra •� a) o c N rn o �,'N u > m o o a) ro N v) o c C ro a) ow La) _ ro � 0 o U .� t a) .n ro () > a) •N ro c N ro V �G cn — ~ a a) a) -0 = C C C N O ro ro 7 -O N u) N O a) N L E — fU �p ) Q N a) -0 Q• E � 6 ro an U � EL V) a) aL � � cL c`v > U rn._ cn >, a) a) .. a) 'n ro m roa) Orocca °% c XEa`) = co � `° C >' > oo a) a) a o ro a a) roLE- o o O o c .� cu — .> Q � c � � Eo a) L •E' " a) -0 = a) a a) CU D ^ � a) U ro NO Ox .N C) 00 U -Y fL >O aM ON ro a� ono C ai }c— " cu 'n E - '0 CL c vIt ro ro O O c O a 0 O N X a) .N a) O a C C O +J U a) d = ro = a) � ro -o a 'v, w -o -o U cn ro Q ° U o ro E a) ci c�i ri a ro ) c ` E cn n. iL Ivy � J � � Q H >4 w O w � U U� z d o - ww 0 o z06 °e z z H wz z G cv o w w oc� z z cc a w 1 M oq z -- N A o AGE w w ¢ H a to r A A z Q U V w A z ,•; , z oc W0 � ova u ¢ � � cn O � ^c uo0 N W4 n En w WH o � w w `" N H C/) H � \ H G4 � \ o r , H � W ` •�^m •�Y�'�•"q.:'•„� , O= oV�o L oc~°ror$o — yp`c� ♦�C � p�T , F18—i! 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Q ° 6•C�CD � a C7 �d h66 t~J m o o v - ` _ N I I = V1 N g o ° m Y Omm¢a$ina0 OQ$ v ..y o Eai e - .._ ..- 0 in 3 w o U )m � 0 '1994 Washin ton State Nonresidential LrierWy Gude Guiti liarice; I atilt Apnl,1994 1994 Washington Stale Nonresidential Energy Code Compliance Forms Project Info Project Address 16710 Smokey Pt . Blvd . Date 10-21-97 Arlington, WA 98223 For Building Department Use Core — Building ApprcantName:Smokey Point Properties Applicant Address 16404 Smokey #301 Arl ngton Applicant Phone: ( 3 6 0)6 5 9-8 5 51 Project Description ®New Building IJ Addition ❑Alteration ❑ Change of Use Prescriptive ❑ Component Performance ❑ ENVSTD ❑ Systems Compliance Option (See Decision Flowchart(over)for qualifications) Analysts Space Heat Tyl)e (J Electric resistance R] All other (see over for definitions) Total Glazing Area Glazing Area Calculation (rough opening) Gross Exterior Note:Below grade walls may be included In thA (vertical$overhd) divided by Wall Area times 100 equals %Glazing Gross Exterior Wall Area if they are Insulaled to _ 1 00 _ the level required for opaque walls. 3791 . 5 9709 X 3 9% Concrete/Masonry Option Check here if using this option and if project meals all requirements for the Concrete/Wsonrf option. See Decision Flowchart(over)for qualifications. Enter requirements for each qualifying assembly in the table below Envelope Requirements(enter values as applicable) opaque Concrete/Masonry Wall Requirements Fully heated/cooled space Insulation on interior-maximum U-factor is 0.19 Minimum Insulation R-values Insulation on exterior or integral-maximum U-factor is 0.25 Roofs Over Attic R—3 0 If project qualifies for Concrete/Masonry Option,list walls with HC 2 9.0 Btu/ft'-'F below(other walls must meet All Other Roofs N/A Opaque Wall requirements). Use descriptions and values Opaque Walls R-19 from Table 20-5b in the Code. Below Grade Walls N/A Wall Description U-factor Floors Over Unconditioned Space NIA (including insulation R-value 8 position) Slabs-on-Grade Radiant Floors _ Maximum U-factors Opaque Doors . 60 Vertical Glazing ,50 Overhead Glazing 1 , 25 Maximum SHGC(or SC) Vertical/Overhead Glazing Semi-heated space' r Minimum Insulation R-values ~� A 1 L .�-•. Roofs Over Semi-Heated Spaces' 'Refer to Section 1310 for qualifications and requirements UL171 199) p Notes: S gNN�N�4061, 1994 Washin ton State Nonresidential LnerWy Gode !;urn leaner I'uIIII '• • - A0nt•1994 1994 Washington Stale Nonresidential Energy Code Compliance Forms Project Address Date 10-21-9 7 Project Info 16710 Smoke Pt . Blvd. Arlin- ton WA 98223 For Building Department Use Hotel Applicant Name: Smokey Point Properties Applicant Address: 16404 Smokey Pt Blvd #301 Arlin ton %IA Applicant Phone: 360 659-8551 Project Description ❑ New Building ❑Addition ❑ Alteration ❑ Change of Use Prescriptive ❑ Component Performance ❑ ENVSTD ❑ Systems FCompliance O tiori Analysis P (See Decision Flowchart(over)for qualifications) Space Heat Type � Electric resistance ❑ All other (see over for definnlons) Total Glazing Area Glazing Area Calculation (rough opening) Gross Exterior Note:Below grade walls may be included in the (vertical&overhd) divided by Wall Area times 100 equals %Glazing Gross Exterior Wall Area If they are insulated to _ X 100 _ the level required for opaque walls. 3436 . f t. 23,798 sq.f t. 14.5% Concrete/Masonry Option L1 Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart(over)for qualillcatlons. Enter requirements for each qualifying assembly in the table below. Envelope Requirements(enter values as applicable) Opaque Concrete/Masonry Wall Requirements Fully heated/cooled apace Insulation on interior-maximum U-factor is 0.19 Minimum Insulation R-values Insulation on exterior or integral-maximum U-factor is 0.25 Roofs Over Attic R-38 If project qualifies for Concrete/Masonry Option.list walls with HC>9.0 Blu/n'-'F below(other walls must meet All Other Roofs N/A Opaque Wall requirements). Use descriptions and values Opaque Walls R-22 from Table 20-5b in the Code. Below Grade Walls N/A Wall Description U-factor Floors Over Unconditioned Space N/A (including insulation R-value 8 position) Slabs-on-Grade R—10 Radiant Floors N/A Maximum U-!actors Opaque Doors 0.60 Vertical Glazing 0.40 Overhead Glazing J Maximum SHGC(or SC) Vertical/Overhead Glazing N/A Semi-heated space' Minimum Insulation R-values Roofs Over Semi-Heated Spaces' 'Refer to Section 1310 for qualifications and requirements ryy�; Notes: S RVNc��c '� 2Q I oo'� 9 �I r�%�S oio�1 d (Cb�d� Coll sz6 o-� co r JOO�s$// '°SQs Ito- 9S0 Z 9� 2219058 �Z �Lh1 0 a 9/ 0 b Aso-Z ,z — I I O Z a'N 1� uls I cN I O i o $00-0 / 1-go-ZI q90 Z 9/7 - 4 G c �: p-Z o 0o L9�01-�6 ,�� :Z 9h - � I �-SI a--I 9 �Ja,14 q.--4, z-mod 9z n 700`j(i! .Qyb :1 AGAjns a�Jt,o-ooaa 3'N IS Vi 891 \\ gvO�c)eq // 0J)gIM gyp' 'U 0•'L L_ 4+4400 02�,�' 1 4o•2.L16£(�2 °` o, \hod 2 Od� UL)£BdS \ �t•4,�bQ`�b boo-- - � !JJrr• rG 11180Z6G'z o- ,'� a��o�.�� i�,�'Z°►a z 'ONOO/M s�oo-Z eL Z a oo-/ h oo-/ T 921902evz ' f >S6-z0 /m c6L)Z1Za o zj,Ui-1 i /oo_Z o d S Z 'alloo/M Z 63 !`9/V/7b'-" S _ Ic _ Ic. 005`7-I NJ L r N IL o /l. 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CONTACT: DSIERCAARO-ROBNSCM A.ASSOCATES MG Y.I DCAA AW+t1E h .�wurr�r-. y 1 l-... •. /S/L'C17Z E�T43VA 91201 __... •• �•aN� a � GRA5� N LINED O-FILTER L7�F11M LatwetfH y �•.., - �ISPEFa°A�t..7RENCN (ErnGL�FA'�eY $F'1LL1•L`Y� 'K'1►�,°72 P, SNOW"DDIn/TY CWYlR1TY DDOELOPIENT DRISKN SECT10fi A-A '•:?".:. APPROVED FOR CONSTRUCTION s � °Q Exp R=S I le H I I> RANDOLPH FIL 4E10fT F.E. PA-& R/w F.mJ(NO. INN AT SEVEN LAKES PLAZA FIGURE 2 SITE PLAN STRUCTURAL CALCULATIONS July 23, 1997 ., HOTEL AND OFFICE COMPLEX FOR SMOKEY POINT PROPERTIES AT ARLINGTON WA WORK INCLUDED: LATERAL & GRAVITY DESIGN WORK BY OTHERS: NONE FOR: GARY PARKINSON ARCHITECTS 2812 COLBY AVENUE SEATTLE WA 98201 (206)252-2153 P E T E R G I N T A U T A S N A L I S A E C 4552 51�AVENUE NE SEATTLE WA 98105 _ TEL: (206)527-7073 T UT 01 wa,Q,�,��^•� m �/ . 140a1 RRMVED]� �w�,� �QISTz SIONAL Env EXPIRES J U! 2 4 1997 ' PLANNING $ DEVELOPMENT SERVICES • LAND USE DN. HOTEL RESTAURANT OFFICE SMOKEY POINT PROPERTIES HOTEL AND OFFICE COMPLEX WIND ANALYSIS NORTH-SOUTH DIR P E T E R DATE:-----------------------Nov ----------------------- GINTAUTAS PROJ: SPP, HOTEL N A Z I S SUBJ:DIR: NS (EB?(NS! A . E . C BIND ANALYSIS UBC wind4 --------- ------------------------------------------------------------- PROUIDE THE FOLLOWING: MACROS ------------------------------------------------------ -- -------------------- C --EXPOSURE FACTOR (BD(C;(D`- \P TO PR14T W/O ZEROS SHEAR STORY HT. 204 = BL➢G LENGTH ----- <B% Build, forest 20ft. over 20% Area wli lei 2 //////\\\\\\ PARAPET/ROOF <Gi Flat & Open, over 1121i• 47.6 10.5 ";;;;;;;;;' THIRD <D> flat, near oxen water 111.2 10.5 """""" SECOND 169.4 10.5 " FIRST 45.5 HEIGHT = MAX BUILDING HEIGHT 226,0 12 80 <0' MPH = DESIGN BIND SPEED 1 (<( 1 = OTHER and 1.15 = ESSENTIAL ----- story SUN & aid STORY STORY story SHEAR SHEAk MOMENT BIND PRESSURE SUMMARY STORY NAME ht z wide hts YIPS KIPS SHEAR DIAGRAM K-FT MOMENT DIAGRAM ------------------------------ ------------ ---- ---- ----- ----- ------ ------------- ------- -------------- Ce Co z 9s a I = PRESSURE PARAPETrROOF 2 204 45.5 HEIGHT Ce �q 9s I 05f fl ----- ---- r --- 43.5 17.6 47.6 ++ ----- ---- --- ---- --- ---- STORY-.`.THIRD 10.5 14 38.3 47.6 47.6 ++ 500 . 15 1.06 1.4 16.4 1.0 24.3 ;= fl ----- ---- r --- 33.0 63.6 111.2 ++++ + 20 1.13 !.4 16.4 1.0 25.9 <= STORY-!SECOND10.5 204 27.B 63.6 111.2 ++++ 1661 ++ 25 1.1? 1.4 16.4 1.0 27.3 e= fl ----- ---- - --- 22.5 58.3 169.4 +++++++ ++++ 30 1.23 1.4 16.4 1.0 28.2 (= STORY-;FIRST 10.5 204 17.3 58.3 169.4 +++++++ 3446 +4+++ 40 1.31 1.4 16.4 1.0 30.1 <= fl ----- ---- r --- 12.0 56.6 226.0 ++++++++++ +++++++ 60 1.43 1A 16.4 1.0 32.9 STORY 12 204 6.0 56.6 226.0 ++++++++++ 6158 ++++++++++ 80 1.53 1.4 16.4 1.0 35.1 fi ----- ---- : --- 100 1.61 1.4 16.4 1.0 37.0 STORY fl ----- ---- .� --- EXPOSURE. HT. GUST FACTOR Ce ------------------------------ HEIGHT Ce Ce Ce ft B C, D ----- ---- ---- ---- 0,c2 1.d6 1.19 20 ?1.67 '.13 ' 1.45 2c i 79 I',', Q [ 1..10 30 .76 '.2,; 1.54 4 0.84 1.31 1.62 60 0.95 !.43 1.73 8O 1.04 1.53 1.81 too 1.13 :.61 1.88 PRESSURE COEFFICIENT Cq ------------------------------ height less than 40ft 1.3 height oreater than 40ft 1.4 BIND PRESSURE BASED ON NUN MAXI WIN➢ SPEED - ---------------- liles.,'95 = hasic wind e.ress ----- ------------------------ 7o 12.6 DO 80 16.4 _psf ?0 20.8 u5f 100 25.6 Usf 110 31.0 Dsf 120 36.7 rsf 130 4;,.3 osf ------------------------------ e WIND ANALYSIS EAST-WEST DIR --------- ------------------------------------------------------------- P E T E R DATE: 28-Nov BINTAUTAS PROJ: SPP, HOTEL N A L I S SUDJAIR: EV CEY>(NS> A . E . C WIND ANALYSIS UDC wiod4 ------------------------------------------------------------- PROVIDE THE FOLLOWING: MACROS -- - ------------------------------------------------ -- -------------------- C (--EXPOSURE FACTOR (B)(C>(D> \P TO PRINT WIO ZEROS SHEAR STORY HT. 72 = BLDG LENGTH ----- Build, forest >20ft, over 20Z Area w/i lei 2 ///l//11111\ PARAPET/ROOF (C> Flat & Open, over 1/20. 16.8 10.5 THIRD <D> flat, near open rater 39.2 10.5 SECOND 59.9 10.5 " FIRST 45.5 HEIGHT = MAX BUILDING HEIGHT 79.8 12 80 ((( MPH = DESIGN WIND SPEED I «( ! = OTHER and 1.15 = ESSENTIAL ----- story SUM A rid STORY STORY story SHEAR SHEAR MOMENT WIND PRESSURE SUMMARY STORY NAME ht x vide hts NIPS KIPS SHEAR DIAGRAM K-FT MOMENT DIAGRAM ------------------------------ ------------ ---- ---- ----- ----- ------ ------------- ------- -------------- Ce x Cq x 9s x I -- PRESSURE PARAPETIROOF 2 72 45.5 HEIGHT Ce Co 9s 1 psf fl ----- ---- - --- 43.5 16.8 16.8 ++ ----- ---- --- ---- --- ---- STORY-)THIRD 10.5 72 38.3 16.9 16.8 ++ 176 . IS 1.06 1.4 16. 1.0 24.3 <= fl ----- ---- --- 33.0 22.4 39.2 ++++ + 20 1.13 1.4 16.4 1.4 25,9 (= STORY-)SECOND10.5 72 27.8 22.4 39.2 ++++ 588 ++ 25 1.19 1.4 16.4 1.0 27.3 (= fl ----- ---- x --- 22.5 20.6 59.8 +++++++ ++++ 30 1.23 1.4 16.4 1.0 28.2 (= STORY-)FIRST 10.5 72 17.3 20.6 59.8 +++++++ 1216 +++++ 40 1.31 1.4 16.4 1.0 30.1 (= fl ----- ---- x --- 12.0 N.0 79.8 ++++++++++ +++++++ 60 1.43 1.4 16.4 1.0 32.8 STORY-' 12 72 6.0 20.0 79.8 ++++++++++ 2173 ++++++++++ 80 1.53 !.4 16.4 1.0 35.1 fl ----- ---- x --- 100 '..61 !.4 16.4 1.0 37.0 STORY-> fl ----- ---- x --- EXPOSURE. HT, GUST FACTOR Ce ------------------------------ HEIGHT Ce Ce Ce ft B C D ----- ---- ---- ---- 15 0.62 LOS 1.39 20 0.67 1.13 1.45 0.72 1.19 1.50 30 6.76 1.23 1.54 40 0.84 1.31 1.62 60 0.95 1.43 1.73 80 1.04 1.53 1.81 100 1.13 1.61 1.98 PRESSURE COEFFICIENT Cq ------------------------------ 4i4ht less than 40ft 1.3 heinht Greater than 40fi 1.4 WIND PRESSURE BASED ON MAXIMUM WIND SPEED ------------------------------ riies/Os = basic wind Press. ----- ------------------------ 70 12 ii.0 De.f BO 16.4 psf 90 20,3 psf 100 25.6 Dsf 110 31.0 osf 120 36.9 Dsf 130 43.3 osf ------------------------------ - ANN- SEISMIC ANALYSIS BOTH DIR PETER GINTAUTAS PROJ:SPP, HOTEL DATE: 28-Nov-96 N A L I S SUBJ: DIR: BOTH CEMXNSXBOTH? A . E . C SEISMIC ANALYSIS UBC -------------- M1N ACT LEVEL TYPE L V AREA PSF PSF 695 = k. story weight TYPE PSF DESCRIPTION ----- - ----- --- --- ---------------------=-==== ----- ----- ------------------------------ ROOF 0 204 70 2740 16 43.8 = EXT MALL NT (psf) R 20 = ROOF NT (psf) HT= 10 P 204 70 7140 12 05.7 = PART (psf ft area) M 16 = EXT WALL WT (psf) BELOW R 204 70 14280 20 285.6 = ROOF WT fpsf) P 12 = PART (psf fl area) CW 28D 10 2800 100 280.0 = 8' CONC WALL (psf) F 60 = FLOOR WT (psf) R 20 TR 18 = TILE ROOF (psf) R 20 CF 16 = GYPCR FLOOR (psf) R 20 CM 100 = 8' CONC WALL (.psf) MIN ACT 0 90 = OTHER (osf) LEVEL TYPE L M AREA PSF PSF 13% = k. story weight - --- - = ___ _________________________ ----- ----- ------------------------------- 4-TH M 204 70 5480 16 87.7 = EXT WALL WT (psf) ENTER--) 64 = BUILDING WIDTH HT= 10 P 204 70 14280 12 171.4 = PART (psf ft area! BELOW F 204 70 14280 60 856.8 = FLOOR WT ipsf) +----------+ CW 280 10 2800 100 280.0 = 8' CONC WALL ;psf) wt.= 695 ; ROOF F 60 +----------+ 60 F 60 shear=122. k. MIN ACT LEVEL TYPE L W AREA PSF PSF 1]96 = k. story weight +----------+ -- -- ----- ---- ---- ----- --- --- ------------------------- I I -RD W 204 70 5480 16 87.7 = EXT WALL WT (psf) +----------- HT= 10 P 204 70 14290 12 171.4 = PART (psf fl area) BELOW F 204 70 14290 60 856.9 = FLOOR NT (psf) shear=308. k. CW 280 10 2000 100 290.0 = 8' CONC WALL (psf) F 60 +----------+ F 60 ; wt.=1396 ; 3-RD F 60 ------------ MIN ACT LEVEL TYPE L W AREA PSF PSF 1469 = k_ story weight shear=437. k. _____ ____ ____ _____ 2-ND W 204 70 6576 16 105,2 = EXT WALL WT iosfl + ----- ---+ HT= 12 P 204 70 14280 12 171.4 = PART (osf ft area) wt.=1469 2-ND BELOW r 204 70 14280 60 956.9 = FLOOR WT (psf) +----------+ CW 280 1? 3360 t00 336.0 = 8' CONIC WALL (psfl ; F 60 shear=511. k. F 60 60 l,llll!!;`111! i =SEISMIC 70NE <1) 2,13`r 4)Cseattle=]) _. 0.13 = T talc non-t'uctile 1 < I =IMPORTANCE 0)(1.2jXI.5) 11.8 = Ft cal[ ----- 127.3 = Ft tax B �X RV =DUCTILITY; 8 = ply hoi less than ]-stories 0.0 = Ft used if T ;.7 ---- ; 6 = other lioht wood frabino { 6 = aasonry shearwalls ? 0.344 = C!Rv talc S3 =SOIL PROFILE ! 1.5 = sediva stiff )0.075 = ClRw $in 3.94 = C talc 0.'70 = lone value 2.75 = C tax 1.00 = i mrtance 8.00 = iuctility =;>0.10] = :1C= seism[ fa[tor 2.75 = soil and flexibility ZICIRw = D . 10 & Vmax = 511 . 1 k kiDs ft-vim FLUOR ENTER ENTER STORY SEISMIC OVERTURNING LEVEL FLOOR STORY SUM OF SHEAR SHEAR MOMENT BELOM 4FIGHT HEIGHT STORY HTS o/r4 DIAGRAM DIAGRAM UPPER o - ----- - - - 9 19 ft. 42 ft. 141:2.1 ++++ 4-TH 1395. 'r. 122 ++++ 1221 ++ ----- ----- li 10 ft. 32 ft. 196.8 +++++,.++++ ++++ 3-RD 1395. k 309 ++++++++++ 4310 +++++++ ----- ----- n 10 ft. 22 ft. 128.4 ++++++++++++++ +++++++++++ 2-ND 1469. k 437 ++++++++++++++ 8684 +++++++++++++++ - --- ---- D 12 ft. 12 ft. 771.7 +++++++++++++++++ ++++++++++++++++++++ III +++++++++;+++++++ 14817 ++++++++++++++++++++++++++ P E T E R DATE: 12/05 GINTAUTAS PROD: SMOKEY FT N A L I S SUBJ: HOTEL, OFFICE, REST ii A . E . C PSF ROOF AND FLOOR LOADING --------- ----------------------------------------------- ROOF: COMMERCIAL ------------------- LL. . . . 25 psf GRVL. . 0 BUR. . . 2 IivS. 3LW E DECK. . 2 M&E. . . 10 1 MISC. . 4 �f"T. . . 3 fill. . . . 13 CLG. . . 5 DL. . . . -)I psf i L. . . . "16 psf ----- ------------------- CONC/::TL CONC/STL F ii:OT"'.UFFICL FLOOR.CORRIDORS FLOOR:HOTEL LL. . . . 50 psf LL. . . .100 psf LL. . .. 40 psf PAR''T. . 20 PART. . 0 PART. . 20 FF.. . . 2 FF. 2 � 2 SbFLT1. 2 SBFLR. DECK:. . 'a0 DECK. . 50 DECK. . 50 Ij'JSL. . 1 INSL. . 1 INSL.. 1 FI&L. . . 4 M&E. . . o M&E. . . 4 4 MISC. . 4 MISC. . 4 6— JST. . . J j S 1 . . . 3 i{!7. . . . Bm. . . . 3 ECM. . . . 3 CLG.. . 1 CLG. . . 4 CLG. .. 4 ►.. . . 0 psf DL. . . .-75 psf DL. . . 93-psf FL. . . .1 3 psf TL. . . .17 psf TL. . ..133 psf fsaw I r ULCRAFT 4` :=11 ,01 W5 By Bd , BA, BIA = Maximum Sheet Length 42'-0 Extra Charge for Lengths Under 6-0 _ i Factory Mutual Approved (No. OC847.AM and OG1A4.AM)** ICBO Approved (No. 3415) r.t � �-• y '0 36" ' r SECTION PROPERTIES Fy = 33 ksi (80 ksi for 24 gage) Type Design Weight(Lbs/Ft2)1 I Sp Sn Type B (wide rib) deck provides excellent structura! No. Thick Ptd. Galy. (In°/Ft) (In'/Ft) (In'/Ft) load carrying capacity per pound of steel utilized, 1.5624 0.0239 1.36 1.46 0.121 0.120 0.131 and its nestable design eliminates the need for die- 1.5822 0.0295 1.68 1.78 0.169 0.186 0.192 set ends. 1.5e21 0.0329 1.87 1.97 0.192 0.213 0.221 1" or more rigid insulation is required for Type E 1.5820 0.0358 2.04 2.14 0.212 0.234 0.247 deck. 1.5B19 0.0418 2.39 2.49 0.253 0.277 0.289 1.5B16 0.0474 2.72 2.82 0.292 0.318 0.327 Acoustical deck (Type BA, BIA) is particularly 1.5B16 10.05981 3.44 1 3.54 1 0.373 1 0.408 1 0.411 1 suitable in structures such as auditoriums, schools, ACOUSTICAL DATA and theatres where sound control is desirable Acoustic perforations are located in the vertim 4:4 Absorption Coefficients Noise R webs where the load carrying properties are eduction negligiblyaffected less than 5°/ Q Type 125 250 500 1000 200 4000 Coefficient' ( �)• 1.513A,BIA .51 .951 1.06 .90 1 .62 1 .27 1 .90w/insulation' Inert, non-organic glass fiber sound absorbing 40 86 1.05 .96 .55 1 .19 1.85 w/o insulation batts are placed in the rib openings to absorb up tc Source:Riverbank Acoustical Laboratories(test A78-15) 90%of the sound striking the deck. 'Test had small flutes lull of fiberglass insulation. All tests were performed with 2"rigid insulation. Batts are field installed and may require separation. e...rJ VERTICAL LOADS TYPE 1.513 Max.Span Allowable Total(Dead+Live)Uniform Load(Lbs./Sq.Ft.) No.of Gag a SDI Const. Load Spans Span(ft.-in.) 26.6KS1 _1/240 5-0 5-6 6-0 6-6 7-0 7-6 8-0 8-6 9-0 9-6 10-0 10-6 11-0 11-6 12-0 1 24 9-6 4-8 66 52 43 36 30 27 24 21 20 18 17 16 ,151% 15 14 22 8-3 5-7 91 71 57 47 40, 34 30 27 24 22 20 19 18,,, 17 16 21 9-5 6-0 104 81 64 53 44' 38 33 29 26 24 22 20 °19 18 17 1 20 10-4 6-5 116 89 71 58 48 41 36 31 24 25 23 21 201' '19 18 19 12-3 7-1 139 107 85 69 48 42 36 32 29• 26 24 °22:• 21. . '19 18 14-1 7-8 162 124 98 79 68 55 47 41 36 32 29 26 24, 22 21 16 18-1 8-8 206 157 1 123 99 1 81 68 1 58 50 44 39 34 31 '28 26 24 �L"'�•'J 24 11-9 5-10 126 104 87 74 64 �55-47_41__36_--32_-._29.__-?.7.:24._--23_ 1._- 22 10-1 6-11 102 85 71 61 52 46 40 35 32 28 26 23 21 19 18 21 11-7 7-4 118 97 82 70 60 52 46 41 36 33 29 27 24 22 20 T r 2 20 12-9 7-9 132 109 91 78 67 59 51 46 41 36 33 30 27 25 23 19 15-1 8.5 154 127 107 91 79 69 60 53 48 43 39 35 32 29 27 18 17-4 9-1 174 144 121 103 89 78 68 60 54 48 44 40 36 33 30 16 22-2 10-3 219 181 152 130 112 97 86 76 68 61 55 50 45 41 38 WI 24 11-9 5-10 _130- _J0Q__79- AS 4 .5 32 34 31 27 25 23 .. 21 . 20 19 22 10-1 6-11 128 106 89 76 65 50 44 39 34 31 28 26 24 22 21 11-7 7-4 147 122 102 87 75 bb 56 49 '42 38 34 30 �28' '26 24 91 3 20 12-9 7-9 165 136 114 97 84 72 61 53 46 41 36 33- -30' 27 25 =0_ 19 15-1 8-5 193 159 134 114 98 84 71 61 53 47 41 37 '34• _31 .28 18 17-4 9-1 218 180 151 129 111 96 81 69 60 52 46 41 37 34 31 16 22-2 10-3 274 1 226 1 190 162 140 119 100 85 73 64 56 '50 45 40 37 NOTES: 1. Load tables are calculated using sectional properties based on the steel design thicknesses shown in the Steel Deck Institute(SDI)Design Manual. .04, 2. Loads shown in the shaded areas are governed by live load deflection not in excess of 1/240 of the span.A dead load of 10 PSF has been included. 3. Fy=60 KSI for 24 gage.Fy=33 KSI for all other gages. 51 "Acoustical Deck is not covered under Factory Mutual .p Type HSB-36 High Shear B Deck-36" Wide Verco's New Standard B Deck Higher lateral load capacity Also available 24" or 30"wide with button punch or overlapping side lap on special order P/z" 31/:" _4 11/2" 36. 1 13/A" I " Overlapping side lap N Weight (Lbs./Sq. Ft.) I +S ! -S Gage Prime r Painted I Galvanized (Ind) I (In3) (10) l 22 1.8 1.9 .183 .209 .209 20 2.2 I 2.3 .233 .271 I .271 18 2.8 2.9 ,338 .395 .395 16 3.4 I 3.5 .440 .502 .502 VERTICAL LOADS(Lbs./Sq. Ft.) HSB-36 AND HSB-36 WITH SHEARTRANZ" PRIME PAINTED OR GALVANIZED �--. Gage , Span -- --- -- 51.0. 5' 6' 6'0' 6'-6' 1 6' 8' 7' 0' 7' 6' 8'-0' 6' 4' 8' 6' 9'•0- 9'6- 10'-0 s 105 86 73 62 59 53 46 41 22 38 36 I A 95 71 55 43 ! 40 f 34 28 23 20 19 s 131 108 91 78 1 74 7 58 51 47 45 40 Simple 20 a 115 88 68 53 49 43 35 28 25 24 20 Span s 179 148 124 106 101 91 80 70 65 62 55 50 45 1B p 164 123 95 75 70 60 48 40 35 33 28 23 20 i6 s 227 188 158 134 128 116 101 88 81 78 70 63 56 204 153 118 93 89 74 60 50 44 41 35 ' 30 25 22 I s 110 91 77 65 62 i 56 49 43 40 38 34 i 20 I s 140 116 97 83 79 71 62 55 50 48 43 f 39— -36 Two I i A � ! Spans , � � . � 18 s 185 153 128 109 ! 104 94 82 1 72 67 64 57 51 - 46 � � J i 16 s 230 190 160 136 129 I 117 102 90 83 79 71 I 63 57 - 22 s 138 114 96 82 78 70 61 54 50 48 43 ' A - - - 81 75 I 65 43 38 36 1 30 _ Three or 20 s 176 145 122 104 99 89 78 68 63 61 More o- - - - - 101 94 81 65 J 54 48 45 38- ! J32 25 Spans 18 s 232 191 161 132 127 118 103 90 83 80 71 I & - - - - - 112 91 75 66 62 52 i 45 38 s 288 238 200 170 162 146 128 112 103 99 89 80 72 0 - - - - + 162 I 140 113 94 83 78 65 56 48 See page 14,item 1 on how to use this table. VERCO MANUFACTURING CO. 3 SUN JOIST AND DECK TYPE - B - ROOF DECK Load tables were determined using the following Steel Deck Institute formulas for bending and deflection: MOMENT DEFLECTION ONE SPAN M=wLA2/8 D=.013wLA4/EI TWO SPAN M=wLA2/8 D=.0054wLA4/Ei THREE SPAN M=wL^2/10 D=.0069wLA-4/EI TYPE B ROOF DECK SECTION PROPERTIES POSITIVE NEGATIVE MOMENT SECTION SECTION OF MODULUS MODULUS INERTIA GAGE Thk Wt.PSF Sp (in A3) Sn (in^3) I (in A4) 22 0.0295 1.62 0.195 U.I Y7 0.164 20 0.0358 1.97 0.258 0.245 0.210 18 0.047d 2.61 0.390 0.326 0.294 TOTAL UNIFORM LOAD ps AT INDICATED SPAN ONE SPAN CONDITION Gage Span 5'•0" 5'•6" 6 0" 6'6" 22 Bending 103 85 /1 61 52 40 32 26 L/240 95 74 59 48 Al 31 25 21 20 Bending 136 113 95 81 70 53 42 34 L/240 118 91 73 59 49 36 29 24 18 Bending 206 170 143 122 105 80 63 51 L/240 162 124 98 79 65 47 36 29 TWO SPAN CONDITION 22 Bending 103 85 71 61 52 40 32 26 L/240 B B B B B B B B 20 Bending 136 113 95 81 70 53 42 34 L/240 B B B B B B B B 18 Bending 206 170 143 122 105 80 63 51 L/240 B B B B B B B B THREE OR MORE SPAN CONDITION 22 Bending 129 106 89 76 —o0 50 40 32 L/240 B B B B B 49 37 30 20 Bending 171 141 118 101 87 67 53 43 L/240 B B B B 84 60 45 35 18 Bending 257 212 179 152 131 100 79 6d L/240 B B 176 140 114 80 59 46 NOTES: 1. Section properties based on AISI Design of Cold-Formed Steel 1986 edition and Addenda. 2. L/240 uniform loads include a 10 psf dead load, "B" indicates bending stress governs. 3. Fy=33 KSI. Sun Joist and Dick June 1006 TYPICAL FASTENER LAYOUTS SUN JOIST & DECK TYPE B DECK 2 1/2 6 k--,Il 1/2' 1 9/16, 36 JI 36/9 PATTERN e e e e 36/7 PATTERN e e e 36/5 PATTERN e. 36/4 PATTERN 36/3 PATTERN e - U ll/��'J �- i�IVILI`NORMAL WEIGHT CONCRETE (145 pcf) TOTALSLAB GALVANIZED OR PHOSPHATIZED/PAINTED" DEPTH 3' ALLOWABLE SUPERIMPOSED LOADS (Lbs./Sq. Ft.), DIAPHRAGM SHEAR VALUES (q) (Lbs./L.F.)AND FLEXIBILITY FACTORS (F) •4 WELDS NUMBER SPAN _ TOTAL SLAB DEPTH DECK GAGE _OF SPANS 8 CONCRETE WT.psi &WT.psi F 8'-0' 8'6' 9'•O'19'6"l10'0" 10'6"!11 0 11'6'I12'-0" 12'-6"I13'-0"I13'-6"�14'-O'I14'-6"I15'-0" 22 1 246 '183 163 1 145 130 117 105 95 + ' 86'; 77 70 63 1 f G 2 246 223 202 185 130 117 105 ' 95 i 86 77 1 70 63 3 246 223 202 185 170 117 105 95 I 86 77 ; 70 63 1710 1690 1670 1655 1640 1625 1610 11600 1590 1580 11570 1560 F l 1'9 __ .49 _ 50._ _.50_ .51 .51_ .52 _. .52 :53 53 53 .53 .54 l 1 273 247 224 165 148 134 121 109 99 90 I 82 74 1 68 62 56 21 2 273 247 224 205 188 134 121 109 99 90 82 74 68 62 I 56 3 273 247 224 205 188 174 161 109 99 90 82 74 68 62 56 q 1740 1715 1690 1675 1660 1640 1620 1610 1 1600 1590 1580 1570 1560 1550 1540 2.1 F .45 _.46___ _46 -47- .47 .48_ _ .48__� .49 49 .50 .50 .50 _.50 .50 .50 -1 -- 286 259 235 209 157 142 128 116 106 96 87 t 80 73 ! 65 j 60 2 286 259 235 215 197 182 128 116 106 96 87 1 BO 73 1 66 60 5// 2U 3 286 259 235 215 197 182 168 153 106 96 87 80 73 66 60 2.3 q 1760 1735 1710 1690 1670 1650 163U 1620 11610 : 1595 1580 1570 11560 1550 1540 _.45.44 _,46 .48 .47_ _.47_, -_.47 ..47 1_.48_ .48 A9 + .49 i _.49 .49 q 1 331 299 272 249 228 197 155 141 128 117 i071 98 90 I 83 76 2 331 299 272 249 228 211 195 181 128 117 107 98 90 83 76 42.3 1 9 3 331 299 272 249 228 211 195 I 181 169 I 153 i 107 ' 98 i 90 I 83 76 2.7 q 1820.38 1790 .39 1.39 1735 1710 1.42 1.42 1655 1640 1625 1 1610 j 1595 11.44 11.44 1560 44 102 94 87 1 8 - 102 94 87 3 1-363 328 298 I 273 250 231 21133 1198 I 185 ' 173 121 ( Ill 102 94 87 198 185 173 151 1870 1835 1800 j 1775 1750 1725 1700 1680 ! 1660 1 1645 11630 1620 11610 11595 11580 2.9 F _ .35 .36 36 37 .38 39 .39 _ 39 .39 _.40 .40 I 41 I .41 .42 .42__ I 1 c - ---1' j-400 -395 359 326 -285 255 228 206 18B ( I68 152 138 126 115 105 U 2 I 400 395 359 320 285 255 228 206 186 168 152 138 126 115 ! 105 3 400 395 359 320 285 255 228 206 1B6 168 152 138 126 1 115 105 3.5 I q 2000 1955 1910 1875 1840 1810 1780 11760 1740 11720 1700 1680 1660 1645 ( 1630 F .29 .30 31 32 .32 .33 .33 .34 _.34 .35 .35 .35 .35 j .36 .36 - 1 - 270 199 1177 158 141 127 114 102 j 92 83 1 75 I 68 I 22 2 270 244 222 158 141 127 114 102 92 83 75 68 3 270 244 222 203 I 186 127 114 102 92 83 75 68 1.9 q 1950 1930 1910 1895 1880 1865 1850 1840 1830 1820 1810 1800 _ _ F .43 .44 .44 .44 45 A5 .45_ _ 46 _.46 .46 46 .46 1 1 299 270 200' 179- 161 145 131 118 107 97 88 80 1 72 66 60 21 2 299 270 246 225 206 145 131 118 ` 107 97 I 88 80 i 72 66 60 3 299 270 246 225 206 190 131 118 107 97 BB 81 72 fib 60 2.1 q 1980 1955 1930 1915 1900 1880 ( 1860 1850 1840 1830 11820 ,1810 1 1800 1790 1780 F .40 41 41 .41 .41 .42 i .42 .43 I 43 I .43 .43 .44 1 44 44 I .44 --1-" _313 283�257 190 170 154 139 126 114 103 94 1 85 78 71 54 1�2// 20 i4 103 94 85 78 71 64 3 I 313 I 283 257 1 235 216 199 184 126 1199 139 126 1 103 I 94 85 78 71 64 v 2,3 2000 ,1915 11257 950 '1930 235 1910 1216 1890 1870 1855 1 1840 11830 1820 1810 11800 1790 1 1780 p F I .38 ' .39 -.39 .40_, .40 .41 .41 .41 Al .42 .42 ' 42 .42 1 .43 I .43 126 115 105 97 88 81 48.4 -19-- '2. _.)- 362 327 2 327 297 -272 249 230 2113 197 138 272 :-24f- 184 167 152 138I 126 1 115 105 97 88 81 3 362 i 327 297 272 249 230 213 197 184 166 1 115 105 91 88 81 q 2060 2030 2000 1975 1950 1930 1910 1895 11880 1865 2.7 , 1850 1835 11820 1810 11800 F I .34 1 .35 .35 .36 .36__.36 .36 .37 _ .37 .38 I_ .38 .38 38 .39 .39 1 395 357 325 - 297 273 251 211 176 ( 155 142 130 119 110 101 93 18 2 395 357 325 297 273 251 233 216 I 201 142 130 119 110 101 93 3 I 395 I 357 325 t 297 273 251 233 216 201 I 188 172 119 110 101 93 2.9 q 2110 2075 2040 2015 1990 1115 1940 1120 1900 1885 1870 1855 1840 1830 1820 �_ 32 ___.32_ 33 I .33_ .34 .34 .35 .35 I :35 .36_•� . .36 1-36 l__.36 35 ---1-- 400 4O0 389 356 -327 301 279 259 222 179 164 152 140 129 1 120 1 6 2 I 400 400 389 356 327 301 279 259 241 225 211 i 198 140 129 120 3 400 400- 389 356 327 301 279 259 241 225 211 19,8 186 166 120 3.5 2240 '2195 '2150 :2115 2080 2050 2020 2000 1980 1960 1940 1920 1900 1885 1870 F .27 .27 I .28 .28 .29 .29 .30 .30 .30 .30 1 31 .31 I .31 .31 .26 22 1 296 217 192 171 153 137 j 123 111 100 90 j 81 73 2 296 I 267 243 171 153 137 ' 123 111 100 90 81 73 3 296 j 267 243 222 204 137 123 /t1 J 100 90 81 73 1.9 q 2190 12170 2150 12130 2115 2100 2085 12075 12065 12055 20- 2035 F _ 39__ _.39_ _ 39 _ 40 .40 .40_ .40 Al ` .41 _ 41 41 -i-1 327 295 218 195 175 157 141 1 128 116 i 105 95 B6 I t --_ . 21 2 327 295 269 245 175 157 141 128 116 105 95 i 86 3 327 295 269 245 225 208 1 141 I 128 116 105 1 95 86 q 2220 2195 2170 2150 2130 2115 2100 2085 2075 {2065 12050 2045 2.1 F 35 ' 36 .36 .36_._ .37 .37 I .37_ 38_ .38 I .38 .38 .38 I 1 342 1309 281 206 185 167 150 1 136 123 112 101 92 64 i 76 69 2!2 342 1 309 281 257 236 167 150 136 123 i 112 ' 101 92 84 76 69 // 3 342 309 281 257 236 217 ( 200 ! 136 123 112 I 101 92 1 84 76 69 2235 2210 2185 2160 2145 2125 2110 12095 i 2080 2070 I2060 2050 2040 2030 2020 6 2.3 F _1 .34 .35 1__35 _ 38 .3Si .36 _�__36 37 .37 1 .37 .37 37 38 I .38 1 394 357 324 296 272 251 181 ' 164 149 136 1 124 114 104 95 , 87 2 394141 136 124 114 104 95 87 54.4 19 3�394 i 357 324 1296 I 272 251 232 2357 324 296 272 251 232615 200 136 124 114 104 95 87 2.7 2295 '2265 2235 2210 2185 2165 2145 2130 2115 2100 2085 2070 2060 2050 12040 _F_ .30_i .31 _.31_ 31 .32 .32 _32 _.33 1....33 _.33 1 400' 390 354 324 297 274 253 184 168 153 140 129 f 118 ' 108 I 100 18 2 400 ! 390 354 , 324 297 274 253 235 168 1153 140 j 129 118 1108 ; 100 3 400 390 354 324 297 274 253 235 219 205 183 129 1 118 108 100 2.9 2345 2310 2275 2250 2220 2200 2175 2155 2140 2125 2110 2095 2080 (2070 12055. _.28_ .28 _.29_ 29 _ _.30 .30 _30 .30 .31 .31_-I .31 I .31 .32 .32 .32 I 1 400 400- 400 387 355 327 303 281 262 193 177 163 151 139 129 16 2 400 400 400 387 355 327 303 281 262 245 1229 163 151 I 139 129 3 1 400 410 400 387 355 327 303 281 , 262 245 229 215 200 139 129 3.5 F 2429 12424 _f25- ,2325 I232�26-15 2285 2226 2?26 I35 2.20 i212T 12127 I75 2155 Z?� y2129_12120 -- VERCO A 43c l�ia1 {it S� f� a i1 x r ttI F. ,, �f!t a 1� yl��'+,:.,, } >.(•. r ��.. Allowable Superimposed Load(psf)Lightweight Concrete No. Span Spans Gauge q 8'0" 8'6" 9'0" 9'6" 10'0" 10'6" 11'0" 11'6" 12'0" 12'6" t3'0" 13'6" 140�14V 1510" _:: 1 306 278 256 236 218 - •179 165 153 143 132 124 116 109 101 94 22 2 306 278 256 236 218 203 _ _ 165 153 143 132 124 116 109 101 94 3 306 278 256 236 218 203 190 153 _143 _. 132 124 . . 116 .__109 _ _10l 99 q4 2096 2072 2051 2033 2016 2000 1986 1973 1962 1951 1941 1932 1923 1915 1908 Slab 1 328 299 275 254 212 195 181 168 156 145 136 126 119 111 105 Depth: 21 2 328 299 275 254 264 195 -..181 168 156 145 136 126 119 111 105 73he" 3 328 299 275 254 264 195 203 168 ___ 156 145 136 126 119 111 _ 105 Concrete q4 2119 2093 2070 2049 2031 2014 1998 1984 1971 1960 1949 1939 1929 1920 1912 b Type: 1 343 314 288 267 245 229 212 182 164 152 143 132 125 117 11.0 LWT 20 2 343 314 288 267 245 229 212 199 _ .164 152 143 132 125 117 110 Pcf: 3 343 314 288 267 245 229 212 199 186 152 143 132 125 117 _ 110 110 q4 2145 2116 2091 2068 2048 2029 2013 1997 1983 1970 1958 1947 1937 1928 1919 Slab 1 384 349 321 296 274 255 237 223 185 173 162 151 143 133 122 Wt.: 19 2 384 349 321 296 274 255 237 223 185 173 162 151 143 133 122 52.1 3 384 349 321 296 274 255 237 223 208 196 172 151 143 133 122 q4 2200 2167 2137 2111 2087 2066 2046 2028 2012 19971 1983 1970 1958 1947 1937 1 415 379 347 320 297 276 257 241 225 212 191 164 155 145 137 18 2 415 379 347 320 297 276 257 241 225 212 201 189 155 145 137 3 415 379 347 320 297 276 257 241 225 212 201 189 179 145 137 q4 2261 2223 2189 2159 2132 2107 2085 2064 2046 2028 2012 1998 1984 1971 _1960 1 480 438 401 371 343 320 297 278 261 245 231 218 207 184 �162 16 2 480 438 401 371 343 320 297 278 261 245 231 218 207 196 186 3 480 438 401 371 343 320 297 278 261 245 231 218 207 196 186 q4 2391 2344 2301 2264 2230 2199 2171 2146 2122 2101 2081 2062 2045 20291 2015 1.q4:q=allowable diaphragm shear(plf);4=number of welds to the support. Allowable Superimposed Load(psf)Normal Weight Concrete No. ' Jpan Spans Gauge q 8'0" 8'6" 9'0" 9'6" 10'0" 10'6" 11'0" 1116" 12'0" 1216" 1310" 1316" 14'0" 14'6" 15'0" 1 268 244 224 199 _164 151 139 129 119 110 103 96 89 83 73 22 2 268 244 224 207 191 .--_151 139 129 119 110 103 96 89 83 73 3 268 244 224 207 191 178 139 129 119_ 110 103 96 89 83 _ 73, q4 1969 1945 1924 1905 1886 1873 1859 1846 1834 1823 1813 1804 1796 1788 1780 Slab 1 288 262 241 223 207 165 153 142 132 122 113 105 99 93 87 Depth: 21 2 288 262 241 223 207 _165 __153 142 132 122 113 .105 99 93 87 51/2" 3 288 262 241 223 207 191 178 _,_•142 .1.32 122 113 105 99 93 87 Concrete q4 1992 1966 1942 1922 1903 1886 1871 1857 1844 1832 1821 1811 1802 1793 1785 Type: 1 302 276 253 234 216 190 158 148 137 127 119 110 104 97 91 NWT 20 2 302 276 253 234 216 201 186 __148 137 127 119 110 104 97 91 Pcf: 3 302 276 253 234 216 201 186 175 _•__ 137 _._1.27 __.1.1.9 <..__110 _104 __ - 97 •.�,91 145 q4 2017 1989 1963 1941 1920 1902 1885 1870 1856 1843 1831 1820 1810 1800 1791 Slab 1 336 308 282 261 241 224 209 196 158 148 137 127 120 112 105 Wt.: 19 2 336 308 282 261 241 224 209 196 >58 __-148 137 127 120 112 105 48.3 3 336 308 282 261 241 224 209 196 184 172 163 127 120 112 _• .�05 q4 2073 2039 2010 1983 1960 1938 1919 1901 1884 1869 1855 1843 1831 1819 1809 1 366 334 305 262 261 243 227 212 190 163 150 166 131 122 116 18 2 366 334 305 282 261 243 227 212 199 186 175 139 131 122 116 3 366 334 305 282 261 243 192 212 199 186 175 141 131 122 116 q4 2133 2095 2061 2031 2004 1979 1957 1937 1918 1901 1885 1870 1856 1844 1832 j 1 424 387 355 328 303 282 263 245 231 217 204 178 155 146 137 * b 16 2 424 387 355 328 303 282 263 245 231 217 205 194 183 175 137 3 424 387 355 328 303 282 263 245 231 217 205 194 183 175 165 q4 2263 2216 2174 2136 2102 2071 2043 2018 1995 1973 1953 1935 1918 1902 1887 11.q4:q=allowable diaphragm shear(plf);4=number of welds to the support. 36 3"-QL-99-22 SECTION PROPERTIES Steel Unit Only :n e e .• t Is =.731 e3' (+)St =.439 (+)Sb=.465 3 6" (-)St =.49 (-)Sb= .383 Concrete Weight= 145 pcf Concrete Weight= 110 pcf N=9 Concrete Strength(f'c)=3000 psi N_-' 4 Concrete Strength(f'c)=3000 psi Slab Width= 12 in. Slab Width= 12 in. Concrete Slab Thickness,t(in.) Concrete Slab Thickness,t(in.) 2.0 2.5 3 3.5 4.5 2.0 2.5 3 3.25 4.1875 Dead Load(psf) 44.4 50.5 56.5 62.6 74.6 Dead Load(psf) 34.1 38.7 43.3 45.6 54.2 VR Lbs. 1944 2123 2316 2518 2942 VR Lbs. 1947 2113 2296 2392 2770 Ic 4.646 5.943 7.446 9.158 13.221 Ic 4.161 5.325 6.682 7.434 10.700 Scc 3.471 4.102 4.795 5.546 7.203 Scc 2.635 3,106 3.626 3.904 5.040 Sbc 1.247 1.443 1.650 1.863 2.307 Sbc 1.193 1.383 1.582 1.685 2.086 TOTAL SUPERIMPOSED LOAD, TOTAL SUPERIMPOSED LOAD, POUNDS PER SQUARE FOOT POUNDS PER SQUARE FOOT Span Concrete Slab Thickness,t(in.) Span Concrete Slab Thickness,t(in.) Feet 2.0 2.5 3 3.5 4.5 Feet 2.0 2.5 3 3.25 4.1875 8.5 * 185 *202 * 210 ** 281 *** 367 8.5 * 186 * 216 * 246 *254 *276 8.75 * 172 * 182 ** 230 ** 261 *** 341 8.75 * 173 * 202 * 224 * 230 *247 9. * 160 * 163 ** 215 *** 255 *** 318 9. * 162 * 188 * 204 *209 ** 289 9.25 * 149 ** 174 *** 209 *** 237 *** 296 9.25 * 151 * 175 * 185 * 189 **270 9.5 ** 139 ** 162 *** 195 *** 221 ***276 9.5 * 142 `160 * 168 **203 **264 9.75 ** 130 *** 158 *** 182 *** 207 *** 257 9.75 * 133 * 146 ** 178 ** 190 ***248 10. *** 126 *** 148 *** 170 *** 193 *** 240 10. * 124 ** 145 ** 167 *** 186 ***232 10.25 *** 118 *** 138 *** 159 *** 180 *** 224 10.25 * 117 ** 136 *** 163 *** 174 *** 218 10.5 *** 110 *** 129 *** 148 *** 168 *** 208 10.5 ** 110 *** 133 *** 153 *** 164 ***205 10.75 *** 103 *** 120 *** 139 *** 157 *** 194 10.75 ** 103 *** 125 *** 144 *** 154 *** 193 11. *** 96 *** 112 *** 129 *** 147 *** 181 11. *** 100 *** 117 *** 135 *** 145 *** 181 11.25 *** 89 *** 105 *** 121 *** 137 *** 168 11.25 *** 94 *** 110 *** 127 *** 136 *** 170 11.5 *** 83 *** 98 *** 113 *** 127 *** 157 11.5 *** 88 *** 104 *** 120 *** 128 *** 160 11.75 *** 78 *** 91 *** 105 *** 119 *** 146 11.75 *** 83 *** 97 *** 113 *** 120 *** 150 12. *** 73 *•* 85 *** 98 *** 111 *** 135 12. *** 78 **• 91 **• 106 •** 113 *•• 141 12.25 *** 68 *** 79 *** 91 *** 103 *** 125 12.25 *** 73 *** 86 `** 100 *** 106 *** 133 12.5 *** 63 *** 74 *** 85 *** 96 *** 116 12.5 *•• 69 *** 81 *** 94 *•* 100 *•• 125 12.75 *** 58 *** 69 *** 79 *** 89 •** 107 12.75 *** 65 *** 76 *** 88 *** 94 *** 117 13. *** 54 *** 64 *** 73 *** 82 •** 99 13. *** 61 *•* 71 *** 83 *** 88 ••* 110 13.25 *** 50 **• 59 *** 68 •** 76 *** 91 13.25 *** 57 `** 67 *** 78 **• 83 *** 103 13.5 **• 47 *** 55 *** 63 *** 70 **• 83 13.5 *** 53 *** 63 *•* 73 *** 78 **• 96 13.75 *** 50 *** 58 •** 64 *** 76 13.75 *** 59 *** 68 *** 73 *** 90 14. *** 46 *** 53 *** 59 *** 69 14. *** 55 *** b4 *** 68 .** 84 14.25 *** 43 *** 49 *** 54 *** 63 14.25 *** 52 *** 60 *** 64 *** 79 14.5 *** 39 *** 45 *** 49 *** 56 14.5 *** 48 *+* 56 *** 60 *** 73 * Denotes shoring required on simple spans, no shoring on multiple spans. ** Denotes shoring required on simple and 2-span conditions only. *** Denotes shoring required on all span conditions. For use of design loads in excess of 200 psf(above horizontal line)see note 6o page 8. 21 - s - �� •Ili I 1 I I t I I I I , i ! i i i� � • I 1 � I • ��_ 1 f� ' t � i I I AE A$7 t 7-,--1 _ t 1 i 1 i I � I I ! � l i l -I i i I I I l i •I i j STANDARD LOAD TABLE / OPEN WEB STEEL JOISTS, K-SERIES Based on a Maximum Allowable Tensile Stress of 30,000 psi JOIST DESIGNATION 18K3 18K4 18K5 181<6 18K7 18K9 18K10 201<3 201<4 201<5 20K6 20K7 201<9 20K10 22K4 22K5 22K6 2K 21(9 22K1C 22K11 DEPTH(IN.) 18 18 18 18 18 18 18 20 20 20 20 20 20 20 22 22 22 22 22 22 22 APPROX. WT. 6.6 7.2 7.7 8.5 9.0 10.2 11.7 6.7 7.6 8.2 8.9 9.3 10.8 12.2 8.0 8.B 9.2 9.7 11.3 12.6 13.8 (Ibs./ft.) SPAN(ft.) 18 550 550 550 550 550 550 550 550 550 550 550 550 550 550 19 514 550 550 550 550 550 550 494 523 523 523 523 523 523 20 463 550 550 550 550 550 550 517 550 550 550 550 550 550 423 490 490 490 490 490 490 517 550 550 550 550 550 550 21 420 506 550 550 550 550 550 468 550 550 550 550 550 550 364 426 460 460 460 460 460 453 520 520 520 520 520 520 22 382 460 518 550 550 550 550 426 514 550 550 550 550 550 550 550 550 550 550 550 550 316 370 414 438 438 438 438 393 461 490 490 490 490 490 548 548 548 548 548 548 548 23 349 420 473 516 550 550 550 389 469 529 550 550 550 550 518 550 550 550 550 550 550 276 323 362 393 418 418 418 344 402 451 468 468 468 468 491 518 518 518 518 518 518 24 320 385 434 473 526 550 550 357 430 485 528 550 550 550 1 475 536 550 550 550 550 550 242 284 318 345 382 396 396 302 353 396 430 448 448 448 431 483 495 495 495 495 495 25 294 355 400 435 485 550 550 329 396 446 486 541 550 550 438 493 537 550 550 550 550 214 250 281 305 337 377 377 266 312 350 380 1 421 426 426 381 427 464 1 474 474 474 474 26 272 328 369 402 448 538 550 304 366 412 449 500 550 550 404 455 496 550 550 550 550 190 222 249 271 299 354 361 236 277 310 337 373 405 405 338 379 411 454 454 454 454 27 252 303 342 372 415 498 550 281 339 382 416 463 550 550 374 422 459 512 550 550 550 169 198 222 241 267 315 347 211 247 277 301 333 389 389 301 337 367 406 432 432 432 28 234 282 318 346 385 463 548 261 315 355 386 430 517 550 !148 392 427 475 550 550 550 151 177 199 216 239 282 331 189 221 248 269 298 353 375 270 302 328 364 413 413 413 29 218 263 296 322 359 431 511 243 293 330 360 401 482 550 324 365 398 443 532 550 550 136 159 179 194 215 254 298 170 199 223 242 268 317 359 242 272 295 327 387 399 399 30 203 245 276 301 335 402 477 227 274 308 336 374 450 533 302 341 371 0 497 550 550 123 144 161 175 194 229 269 153 179 201 218 242 286 336 219 245 266 295 1349 385 385 31 190 229 258 281 313 376 446 212 256 289 314 350 421 499 263 319 347 387 465 550 550 111 130 146 158 175 207 243 138 162 182 198 219 259 304 198 222 241 267 316 369 369 32 178 215 242 264 294 353 418 199 240 271 295 328 395 468 265 299 326 363 436 517 549 101 118 132 144 159 188 221 126 147 165 179 199 235 276 180 201 219 242 287 337 355 33 168 202 228 248 276 332 393 187 226 254 277 309 371 440 249 281 306 341 410 486 532 92 108 121 131 145 171 201 114 134 150 163 181 214 251 164 183 199 221 261 307 334 34 158 190 214 233 260 312 370 176 212 239 261 290 349 414 235 265 288 321 386 458 516 84 98 110 120 132 156 184 105 122 137 149 165 195 229 149 167 182 202 239 280 314 35 149 179 202 220 245 294 349 166 200 226 246 274 329 390 221 249 272 303 364 432 494 77 90 101 110 121 143 168 96 112 1 126 137 151 1 179 210 137 153 167 185 219 257 292 36 141 169 191 208 232 278 330 157 189 213 232 259 311 369 209 236 257 286 344 408 467 70 82 92 101 111 132 154 88 103 115 125 139 164 193 126 141 153 169 201 236 269 37 148 179 202 220 245 294 349 198 223 243 271 325 366 442 81 95 106 115 128 151 178 116 130 141 156 185 217 247 38 141 170 191 208 232 279 331 187 211 230 256 308 366 419 74 87 98 106 118 139 164 107 119 130 144 170 200 228 39 133 161 181 198 220 265 314 178 200 218 243 292 347 397 69 81 90 98 109 129 151 98 110 120 133 157 185 211 40 127 153 172 188 209 251 298 169 190 207 231 278 330 377 64 75 84 91 101 119 140 91 102 111 123 146 171 195 41 161 181 197 220 264 314 359 85 95 103 114 135 159 181 42 153 173 188 209 252 299 342 79 83 96 106 126 148 168 43 146 165 179 200 240 285 326 73 82 89 99 117 138 157 44 139 157 171 191 229 272 311 68 76 83 92 109 128 146 6 uui 71'of ■■■■ ■ • ON ■■ Ida ■■ IN■� ■1 RC #, ■■i MEN ■■ ■1 ■ �■ MEN 1 ■�■■■■ ■I ■■■■■■■■■ ■■ ■■ ■■i■ _■■_��■■■■ ■■1 ■ ■ r r ■■1 1 ■ ■■1Ell ■ 1 r ■■■ MEMO! ! ■■� ■■■ i ■ ■ ■ ■ ■ ■ ■■ jw- RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: SPP-HOTEL ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: TYP SPANDREL BEAM Beam Size (User Selected) = W18X46 Fy = 36 .0 ksi Total Beam Length (ft) = 29 .00 Top Flange Braced By Decking LOADS: Self Weight = 0. 046 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 22 . 00 5 .00 0.00 3 .40 Yes Yes 14. 50 5.00 0.00 3.40 Yes Yes 7.00 5.00 0.00 3.40 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 29.00 0.200 0.200 0. 000 0.000 0.000 0.000 SHEAR: Max V (kips) = 16. 17 fv (ksi ) = 2.49 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 145. 6 14. 5 0.0 1 .00 22. 17 24.00 22. 17 24.00 Controlling 145.6 14. 5 0.0 1 .00 22. 17 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 11 . 07 11 .07 Max + LL reaction 5. 10 5. 10 Max + total reaction 16. 17 16. 17 DEFLECTIONS: (Camber = 1/2) Dead load ( in) at 14. 50 ft = -0. 686 L/D = 507 Live load (in) at 14. 50 ft = -0. 338 L/D = 1031 Total load (in) at 14. 50 ft = -1 .024 L/D = 340 s RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: HOTEL Steel Code: AISC 9th Ed. SPAN INFORMATION: ROOF-TYP SIDE SPANDRELS Beam Size (Optimum) = W18X35 Fy = 50.0 ksi Total Beam Length (ft) = 29 .00 Top Flange Braced By Decking LOADS: Self Weight = 0.035 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 7.50 5.00 0.00 3.40 Yes Yes 15.00 5.00 0.00 3.40 Yes Yes 22 .50 5.00 0.00 3.40 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DU Pre DL2 LL1 LL2 0.00 29.00 0.200 0.200 0.000 0.000 0.000 0.000 SHEAR: Max V (kips) = 16. 44 fv (ksi ) = 3.25 Fv = 19. 13 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp F1angE kip-ft ft ft fb Fb fb Fb Center Max + 144.2 15.0 0.0 1 .00 30.03 33.00 30.03 33.0( Controlling 144.2 15.0 0.0 1 .00 30.03 33.00 --- --- REACTIONS (kips) : Left Right DL reaction 10. 65 11 . 17 Max + LL reaction 4.92 5.28 Max + total reaction 15. 57 16.44 DEFLECTIONS: (Camber = 3/4) Dead load ( in) at 14. 50 ft = -0.945 L/D = 368 Live load (in) at 14. 50 ft = -0.471 L/D = 739 Total load (in) at 14. 50 ft = -1 .416 1/1) = 246 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: SPP-HOTEL ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: TYP SPANDR END LONG BEAM Beam Size (Optimum) = W18X40 Fy = 36. 0 ksi Total Beam Length (ft) = 27.00 Top Flange Braced By Decking LOADS: Self Weight = 0.040 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 22 .00 5.00 0.00 3 .40 Yes Yes 14.50 5.00 0.00 3.40 Yes Yes 7.00 5.00 0.00 3 .40 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 27.00 0.200 0.200 0.000 0.000 0.000 0.000 SHEAR: Max V (kips) = 16.78 fv (ksi ) = 2.98 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flangc kip-ft ft ft fb Fb fb Fb Center Max + 127.9 14. 5 0.0 1 .00 22 .44 24.00 22.44 24.0c Controlling 127.9 14. 5 0.0 1 .00 22.44 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 10. 19 11 .30 Max + LL reaction 4. 72 5.48 Max + total reaction 14.91 16. 78 DEFLECTIONS: (Camber = 1/2) Dead load (in) at 13. 50 ft = -0. 607 L/D = 534 Live load (in) at 13. 63 ft = -0.303 L/D = 1070 Total load ( in) at 13. 63 ft = -0.910 ,L/D = 356 7'RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: HOTEL Steel Code: AISC 9th Ed. SPAN INFORMATION: ROOF-TYP END SPANDR GIRD Beam Size (Optimum) = W18X35 Fy = 50.0 ksi Total Beam Length (ft) = 27.00 Top Flange Braced By Decking LOADS: Self Weight = 0.035 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 7.50 5.00 0.00 3.40 Yes Yes 15.00 5.00 0.00 3.40 Yes Yes 22.50 5.00 0.00 3.40 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 27.00 0.200 0.200 0.000 0.000 0.000 0.000 SHEAR: Max V (kips) = 17. 17 fv (ksi ) = 3.40 Fv = 19. 13 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp F1angc kip-ft ft ft fb Fb fb Fb Center Max + 126.2 15.0 0.0 1 .00 26.28 33.00 26.28 33.0( Controlling 126.2 15.0 0.0 1 .00 26.28 33.00 --- --- REACTIONS (kips) : Left Right DL reaction 9.84 11.51 Max + LL reaction 4.53 5.67 Max + total reaction 14.37 17. 17 DEFLECTIONS: (Camber = 1/2) Dead load ( in) at 13. 63 ft = -0. 720 L/D = 450 Live load (in) at 13.63 ft = -0.360 L/D = 899 Total load (in) at 13. 63 ft = -1 .080 L/D = 300 r` ONO IL • I f I i ^�- i i � • � I j 1 i l i ' i I i _ I I � I - I� i iIlllli Ilii fl it III1-I RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: SPP-HOTEL ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: TYP SPAND SIDE BEAM Beam Size (Optimum) = W16X26 Fy = 36.0 ksi Total Beam Length (ft) = 32 .00 Top Flange Braced By Decking LOADS: Self Weight = 0.026 k/ft Line Loads (k/ft) : Distl Dist2 DU DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 32.00 0.360 0.360 0.000 0.000 0. 180 0. 180 SHEAR: Max V (kips) = 9 .06 fv (ksi ) = 2. 31 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 72.5 16.0 0.0 1 .00 22.65 24.00 22.65 24.00 Controlling 72.5 16.0 0.0 1 .00 22.65 24.00 --- REACTIONS (kips) : Left Right DL reaction 6. 18 6. 18 Max + LL reaction 2.88 2.88 Max + total reaction 9.06 9.06 DEFLECTIONS: (Camber = 1) Dead load (in) at 16.00 ft = -1 .044 L/D = 368 Live load (in) at 16.00 ft = -0.487 L/D = 789 Total load (in) at 16.00 ft = -1 .530 L/D = 251 ■ ON EN ■■ ON ■■ - ■■■ ■■ ■■tEME ■ ■■ ■ OEM ■■ ■■■■■■ M■M■■E ■■ ONEso EMEN Off' �,'' ■ - ----MEMO■ ■■ no ■ ■ I ■r 1■�A rr �� ■■ . - ■■■ ■MOMMOMME M MR MEN ism MEMO MEN 13M No MMMM■Et so M MEMO ISM No ■ ■ EM �■ E ■ ■ _ ON ■ ■ ■■ r- lp �JIM ■ MM■ ■ ■■■ ■ 1 RAMSBEAM V2.0 - Gravity Beam Desiy-! Licensed to: NALIS=AE'C Job: HOTEL Steel Code: AISC 9th Ed. SPAN INFORMATION: B-TYP Beam Size (Optimum) = W16X26 Fy = 36.0 ksi Total Beam Length (ft) = 31.00 ,•� COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness (in) 5.00 5.00 Unit weight concrete (pcf) 110.00 110.00 f'c (ksi ) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VERCO W3 Formlok VERCO W3 Formlok Distance to Adjacent (ft) - Beam: 3. 70 Beam: 3. 70 beff (in) = 44.40 Y bar(in) = 16.86 Seff (in**3) = 62.47 Str (in**3) = 77.30 Ieff (in**4) = 893.08 Itr (in**4) = 1257.70 Stud length ( in) = 4. 50 Stud diameter (in) = 0.75 Stud Capacity (kips) q = 8. 1 # of studs: Full = 39 Partial = 13 Actual = 13 Number of Stud Rows = 1, Percent of Full Composite Action = 38.30 LOADS: Self Weight = 0.026 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 31 .00 0. 620 0. 620 0.450 0.450 0.380 0.380 SHEAR: Max V (kips) = 15.90 fv (ksi ) = 4.05 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Pre DL 57.2 15.5 --- --- 17.87 24.00 17.87 24.00 Max + 123.3 15. 5 --- --- Mmax/Seff 23.68 24.00 --- --- Mprecmp/Sx+Mpost/Seff 30.56 , 32.40 --- Controlling 123.3 15.5 --- --- 23. 68 24.00 --- --- fc (ksi ) = 0. 36 Fc = 1 .35 REACTIONS (kips) : Left Right Initial reaction 7.38 7.38 DL reaction 10.02 10.02 Max + LL reaction 5.89 5.89 Max + total reaction 15.90 15.90 DEFLECTIONS: (Camber = 1) Initial load ( in) at 15. 50 ft = -1 . 133 L/D = 328 Live load (in) at 15. 50 ft = -0.305 L/D = 1220 Post Comp load (in) at 15. 50 ft = -0.441 L/D = 843 Total load (in) at 15.50 ft = -1 .575 L/D = 236 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: HOTEL Steel Code: AISC 9th Ed. SPAN INFORMATION: TYP FLOOR-EXTERIOR GIRD Beam Size (Optimum) = W21X44 Fy = 36.0 ksi Total Beam Length (ft) = 30.00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness (in) 5.00 5.00 Unit weight concrete (pcf) 110.00 110.00 V c (ksi ) 3.00 3.00 Decking Orientation parallel perpendicular Decking type VERCO W3 Formlok VERCO W3 Formlok Distance to Adjacent (ft) Beam: 30.00 Edge: 1 .00 beff (in) = 57.00 Y bar(in) = 20.30 Seff (in**3) = 135. 74 Str (in**3) = 148.49 Ieff (in**4) = 2508.73 Itr (in**4) = 2900. 76 Stud length (in) = 4. 50 Stud diameter (in) = 0. 75 Stud Capacity (kips) q = 9. 6 # of studs: Full = 49 Partial = 32 Actual = 32 Number of Stud Rows = 1, Percent of Full Composite Action = 65.53 LOADS: Self Weight = 0.044 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 7. 50 7.70 5.00 4.20 Yes Yes 15 .00 7. 70 5.00 4.20 Yes Yes 22 . 50 7. 70 5.00 4.20 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 30.00 0. 570 0. 570 0.440 0.440 0.200 0.200 SHEAR: Max V (kips) = 30. 06 fv (ksi ) = 4. 16 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Pre DL 129.5 15.0 --- --- 19.04 24.00 19.04 24.00 Max + 270. 1 15.0 --- --- Mmax/Seff 23.88 24.00 --- --- Mprecmp/Sx+Mpost/Seff 31 . 47 32.40 --- Controlling 270. 1 15.0 --- --- 23 .88 24.00 --- --- fc (ksi ) = 0.40 Fc = 1 . 35 REACTIONS (kips) : Left Right Initial reaction 14. 76 14. 76 DL reaction 20. 76 20. 76 Max + LL reaction 9.30 9.30 Max + total reaction 30. 06 30.06 DEFLECTIONS: (Camber = 3/4) Initial load ( in) at 15.00 ft = -0.833 L/D = 432 Live load (in) at 15.00 ft = -0. 183 L/D = 1963 Post Comp load (in) at 15. 00 ft = -0.302 L/D = 1194 Total load (in) at 15.00 ft = -1 . 135 L/D = 317 RAMSBEAM V2. 0 - Gravity Beam Design Licensed to: NALIS=AEC Job: HOTEL Steel Code: AISC 9th Ed. SPAN INFORMATION: TYP FLOOR-EXTERIOR GIRD Beam Size (Optimum) = W18X35 Fy = 50.0 ksi Total Beam Length (ft) = 30. 00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness ( in) 5.00 5.00 Unit weight concrete (pcf) 110. 00 110.00 f 'c (ksi ) 3.00 3.00 Decking Orientation parallel perpendicular Decking type VERCO W3 Formlok VERCO W3 Formlok Distance to Adjacent ( ft) Beam: 30.00 Edge: 1 .00 beff (in) = 57.00 Y bar(in) = 18.53 Seff ( in**3) = 97 .94 Str (in**3) = 110. 71 Ieff (in**4) = 1617.24 Itr (in**4) = 1967.83 Stud length (in) = 4. 50 Stud diameter (in) = 0. 75 Stud Capacity (kips) q = 9. 6 # of studs: Full = 54 Partial = 31 Actual = 31 Number of Stud Rows = 1 , Percent of Full Composite Action = 57.69 LOADS: Self Weight = 0.035 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 7. 50 7.70 5.00 4.20 Yes Yes 15.00 7. 70 5.00 4.20 Yes Yes 22. 50 7. 70 5.00 4.20 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 30.00 0. 570 0. 570 0.440 0. 440 0.200 0.200 SHEAR: Max V (kips) = 29 .93 fv (ksi ) = 5.92 Fv = 19. 13 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp F1angE kip-ft ft ft fb Fb fb Fb Center Pre DL 128.4 15.0 --- --- 26. 76 33.00 26. 76 33.00 Max + 269. 1 15. 0 --- --- Mmax/Seff 32 .97 33.00 --- --- Mprecmp/Sx+Mpost/Seff 43.99 45.00 --- Controlling 269. 1 15.0 --- --- 32 .97 33.00 --- --- fc (ksi ) = 0. 52 Fc = 1 .35 REACTIONS (kips) : Left Right Initial reaction 14. 63 14. 63 DL reaction 20. 63 20.63 Max + LL reaction 9. 30 9.30 Max + total reaction 29. 93 29.93 DEFLECTIONS: (Camber = 1-1/4) Initial load ( in) at 15 . 00 ft = -1 . 366 L/D = 264 Live load (in) at 15 . 00 ft = -0.284 L/D = 1266 Post Comp load (in) at 15. 00 ft = -0.468 L/D = 769 Total load (in) at 15.00 ft = -1.834 L/D = 196 _ , '_ 5'7 --- -�- - - - 1 Act— zip + G� ! i I I I ! I � � f I I• I I i-- ( I t I 1 � iii RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: HOTEL Steel Code: AISC 9th Ed. SPAN INFORMATION: TYP FL-TYP INT GIRD Beam Size (Optimum) = W21X44 Fy = 36.0 ksi Total Beam Length (ft) = 30.00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness (in) 5.00 5.00 Unit weight concrete (pcf) 110. 00 110.00 V c (ksi ) 3.00 3.00 Decking Orientation parallel parallel Decking type VERCO W3 Formlok VERCO W3 Formlok Distance to Adjacent (ft) Beam: 30.00 Beam: 8.00 beff (in) = 90.00 Y bar(in) = 21 .74 Seff (in**3) = 154.97 Str (in**3) = 154.97 Ieff (in**4) = 3237.89 Itr (in**4) = 3237.89 Stud length ( in) = 4. 50 Stud diameter (in) = 0.75 Stud Capacity (kips) q = 9 .6 # of studs: Full = 49 Partial = 49 Actual = 49 Number of Stud Rows = 1, Percent of Full Composite Action = 100.00 LOADS: Self Weight = 0.044 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 7. 50 7. 70 5.00 4.20 Yes Yes 15.00 7. 70 5 .00 4.20 Yes Yes 22 . 50 7.70 5.00 4.20 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 30.00 0. 570 0.570 0.420 0.420 0.500 0.500 SHEAR: Max V (kips) = 34. 56 fv (ksi ) = 4.78 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flang( kip-ft ft ft fb Fb fb Fb Center Pre DL 127.2 15.0 --- --- 18. 71 24.00 18.71 24.0( Max + 303.9 15. 0 --- --- Mmax/Seff 23 . 53 24.00 --- -- Mprecmp/Sx+Mpost/Seff 32 .39 32 .40 --- Controlling 303 .9 15.0 --- --- 32 . 39 32.40 --- -- fc (ksi ) = 0. 39 Fc = 1 . 35 REACTIONS (kips) : Left Right Initial reaction 14. 46 14.46 DL reaction 20. 76 20. 76 Max + LL reaction 13. 80 13. 80 Max + total reaction 34. 56 34. 56 DEFLECTIONS: (Camber = 3/4) Initial load ( in) at 15 . 00 ft = -0 .818 L/D = 440 Live load ( in) at 15.00 ft = -0.200 L/D = 1797 Post Comp load ( in) at 15.00 ft = -0.296 L/D = 1217 Total load (in) at 15.00 ft = -1 . 114 L/D = 323 RAMSBEAM V2 .0 - Gravity Beam Design Licensed to: NALIS=AEC Job: HOTEL Steel Code: AISC 9th Ed. SPAN INFORMATION: TYP FLOOR-INT GIRDER Beam Size (Optimum) = W18X35 Fy = 50.0 ksi Total Beam Length (ft) = 30.00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness (in) 5.00 5.00 Unit weight concrete (pcf) 110.00 110.00 V c (ksi ) 3.00 3.00 Decking Orientation parallel perpendicular Decking type VERCO W3 Formlok VERCO W3 Formlok Distance to Adjacent ( ft) Beam: 30.00 Beam: 30.00 beff (in) = 90.00 Y bar(in) = 19.69 Seff ( in**3) = 115. 24 Str (in**3) = 115.64 Ieff ( in**4) = 2175.44 Itr (in**4) = 2187.02 Stud length ( in) = 4. 50 Stud diameter (in) = 0. 75 Stud Capacity (kips) q = 9. 6 # of studs: Full = 54 Partial = 53 Actual = 53 Number of Stud Rows = 1, Percent of Full Composite Action = 98.25 LOADS: Self Weight = 0.035 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 7. 50 7. 70 5.00 4.20 Yes Yes 15 . 00 7. 70 5.00 4.20 Yes Yes 22 . 50 7.70 5.00 4.20 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 30.00 0. 570 0. 570 0. 440 0.440 0. 500 0.500 SHEAR: Max V (kips) = 34. 43 fv (ksi ) = 6.81 Fv = 19 . 13 MOMENTS: Span Cond Moment @ Lb Cb Tension , Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Pre DL 128. 4 15 .0 --- --- 26. 76 33.00 26. 76 33.00 Max + 302.8 15. 0 --- --- Mmax/Seff 31 . 53 33.00 --- --- Mprecmp/Sx+Mpost/Seff 44.92 45.00 --- --- Controlling 302 .8 15 .0 --- --- 44.92 45.00 --- --- fc (ksi ) = 0. 49 Fc = 1 . 35 REACTIONS (kips) : Left Right Initial reaction 14. 63 14. 63 DL reaction 20. 63 20. 63 Max + LL reaction 13.80 13. 80 Max + total reaction 34. 43 34 .43 DEFLECTIONS: (Camber = 1-1/4) Initial load ( in) at 15.00 ft = -1 . 366 L/D = 264 Live load (in) at 15.00 ft = -0.298 L/D = 1208 Post Comp load (in) at 15. 00 ft = -0.434 L/D = 829 Total load ( in) at 15. 00 ft = -1 .800 L/D = 200 ^\ ({!,��./}�', � �_-_.-__�_\ V i�-___1.S-=__�� , ��►- -_-_;�-. - + � •� • �� r } Ell -- - - - - — — — E 050, 1b"- OTC, r.,OqjV ( LNTel, P-0 1 i ! - moo - - -- - --- - - -- - - ---- - Aoftj04 at Ai i ILO TT- 7' RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: HOTEL Steel Code: AISC 9th Ed. SPAN INFORMATION: TYP FL-NS LINT GIRD Beam Size (Optimum) = W18X40 Fy = 36.0 ksi Total Beam Length (ft) = 27. 00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness (in) 5. 00 5.00 Unit weight concrete (pcf) 110. 00 110.00 f'c (ksi ) 3.00 3.00 Decking Orientation parallel parallel Decking type VERCO W3 Formlok VERCO W3 Formlok Distance to Adjacent (ft) Beam: 32 .00 Edge: 1.00 beff (in) = 52. 50 Y bar(in) = 18. 10 Seff ( in**3) = 115. 45 Str (in**3) = 125. 59 Ieff (in**4) = 1902. 73 Itr (in**4) = 2180.96 Stud length ( in) = 4. 50 Stud diameter (in) = 0. 75 Stud Capacity (kips) q = 9 . 6 # of studs per stud segment : Full = 8, 15, 11 , 12 Partial = 5, 10, 7, 8 Actual = 5, 10, 7, 8 Number of Stud Rows = 1 , Percent of Full Composite Action = 67.68 LOADS: Self Weight = 0.040 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 4.00 8.40 5.40 4. 50 Yes Yes 12 .00 8.40 5.40 4. 50 Yes Yes 20.00 8.40 5.40 4. 50 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 27.00 0.570 0. 570 0.240 0.240 0.200 0.200 SHEAR: Max V (kips) = 32 . 44 fv (ksi ) = 5.75 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flang( kip-ft ft ft fb Fb fb Fb Center Pre DL 90.0 12 .0 --- --- 15 . 79 24.00 15. 79 24.0( Max + 227. 7 12 . 0 --- --- Mmax/Seff 23. 67 24. 00 --- -- Mprecmp/Sx+Mpost/Seff 30. 10 32 .40 --- Controlling 227.7 12 . 0 --- --- 23 . 67 24. 00 --- -- fc (ksi ) = 0. 50 Fc = 1 . 35 REACTIONS (kips) : Left Right Initial reaction 12. 78 10. 98 DL reaction 22. 24 19 .44 Max + LL reaction 10.20 8. 70 Max + total reaction 32 . 44 28. 14 DEFLECTIONS: (Camber = 1/2 ) Initial load (in) at 13. 36 ft = -0 . 646 L/D = 501 Live load (in) at 13. 36 ft = -0. 166 L/D = 1952 Post Comp load ( in) at 13. 36 ft = -0. 319 L/D = 1015 Total load (in) at 13. 36 ft = -0.965 L/D = 336 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: HOTEL Steel Code: AISC 9th Ed. SPAN INFORMATION: TYP FL-NS LINT GIRD Beam Size (User Selected) = W14X22 Fy = 36 . 0 ksi Total Beam Length (ft) = 13.00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness (in) 5.00 5.00 Unit weight concrete (pcf) 110.00 110.00 V c (ksi ) 3.00 3.00 Decking Orientation parallel parallel Decking type VERCO W3 Formlok VERCO W3 Formlok Distance to Adjacent (ft) Beam: 32.00 Edge: 1.00 beff (in) = 31 . 50 Y bar(in) = 14.83 Seff (in**3) = 45. 76 Str (in**3) - 60. 67 Ieff (in**4) = 546. 18 Itr (in**4) = 855.04 Stud length (in) = 4. 50 Stud diameter (in) = 0.75 Stud Capacity (kips) q = 9.6 # of studs per stud segment: Full = 8, 5, 11 Partial = 3, 2, 3 Actual = 3, 2, 3 Number of Stud Rows = 1, Percent of Full Composite Action = 25.08 LOADS: Self Weight = 0. 022 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 3.00 8.40 5.40 4.50 Yes Yes 9 .00 8.40 5. 40 4.50 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 13.00 0. 570 0.570 0.240 0.240 0.200 0.200 SHEAR: Max V (kips) = 19. 04 fv (ksi ) = 6.03 Fv = 14. 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp FlangF kip-ft ft ft fb Fb fb Fb Center Pre DL 24.8 8. 1 --- --- 10.25 24. 00 10.25 24.0( Max + 62 . 5 7.8 --- --- Mmax/Seff 16. 39 24.00 --- -- Mprecmp/Sx+Mpost,/Seff 20. 14 32 .40 --- --- Controlling 62 . 5 7.8 --- --- 16.39 24. 00 --- --- fc (ksi ) = 0. 31 Fc = 1 . 35 REACTIONS (kips) : Left Right Initial reaction 7. 52 6.69 DL reaction 12.89 11 .60 Max + LL reaction 6. 15 5.45 Max + total reaction 19.04 17.06 DEFLECTIONS: Initial load ( in) at 6. 50 ft = -0 . 136 L/D = 1143 Live load (in) at 6. 50 ft = -0.041 L/D = 3834 Post Comp load (in) at 6. 50 ft = -0 .076 L/D = 2058 Total load (in) at 6.50 ft = -0.212 L/D = 735 ... I - — Ul Duerr -- 77 ! T It jr, oq olo q (2 IWA i � Il I � II � � � I1 ► It � � ilfl s- ft- RAMSBEAM V2 .0 - Gravity Beam Design Licensed to: NALIS=AEC Job: SPP-HOTEL Steel Code: AISC 9th Ed. SPAN INFORMATION: OUTSIDE END SPANDRELS Beam Size (User Selected) = W16X26 Fy = 36. 0 ksi Total Beam Length (ft) = 32.00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness (in) 5.00 5.00 Unit weight concrete (pcf) 110. 00 110.00 V c (ksi ) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VERCO W3 Formlok VERCO W3 Formlok Distance to Adjacent (ft) Edge: 1 .00 Beam: 4.00 beff (in) = 36.00 Y bar(in) = 16.22 Seff (in**3) = 59 . 79 Str (in**3) = 75.97 Ieff (in**4) = 805.01 Itr (in**4) = 1186.35 Stud length ( in) = 4. 50 Stud diameter (in) = 0.75 Stud Capacity (kips) q = 8. 1 # of studs: Full = 37 Partial = 11 Actual = 11 Number of Stud Rows = 1, Percent of Full Composite Action = 32.41 LOADS: Self Weight = 0 .026 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 32.00 0. 550 0. 550 0. 300 0. 300 0.200 0.200 SHEAR: Max V (kips) = 12.42 fv (ksi ) = 3. 17 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flang( kip-ft ft ft fb Fb fb Fb Center Pre DL 41 . 7 16. 0 --- --- 13.05 24. 00 13. 05 24.0( Max + 99 . 3 16.0 --- --- Mmax/Seff 19. 94 24.00 --- --- Mprecmp/Sx+Mpost/Seff 24. 61 32 .40 --- Controlling 99 . 3 16. 0 --- --- 19 .94 24. 00 --- -- fc (ksi ) = 0. 36 Fc = 1 .35 REACTIONS (kips) : Left Right Initial reaction 5.22 5.22 DL reaction 9.22 9 .22 Max + LL reaction 3. 20 3.20 Max + total reaction 12. 42 12.42 DEFLECTIONS: (Camber = 3/4) Initial load ( in) at 16. 00 ft = -0.881 L/D = 436 Live load (in) at 16. 00 ft = -0.202 L/D = 1900 Post Comp load (in) at 16. 00 ft = -0.455 L/D = 844 Total load (in) at 16.00 ft = -1 . 336 L/D = 287 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: SPP-HOTEL Steel Code: AISC 9th Ed. SPAN INFORMATION: OUTSIDE CORE GIRD Beam Size (User Selected) = W16X26 Fy = 36. 0 ksi Total Beam Length (ft) = 12 .00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness (in) 5.00 5.00 Unit weight concrete (pcf) 110 .00 110.00 V c (ksi ) 3.00 3.00 Decking Orientation parallel perpendicular Decking type VERCO W3 Formlok VERCO W3 Formlok Distance to Adjacent (ft) Beam: 32 . 00 Beam: 8.00 beff (in) = 36.00 Y bar(in) = 16.31 Seff ( in**3) = 58.21 Str (in**3) = 76.02 Ieff (in**4) = 768. 33 Itr (in**4) = 1188.48 Stud length ( in) = 4. 50 Stud diameter (in) = 0. 75 Stud Capacity (kips) q = 9. 6 # of studs per stud segment: Full = 15, 15 Partial = 4, 4 Actual = 4, 4 Number of Stud Rows = 1, Percent of Full Composite Action = 27.73 LOADS: Self Weight = 0.026 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 7.00 8. 10 5.40 4. 50 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 12.00 0.810 0.810 0.480 0.480 0.400 0.400 SHEAR: Max V (kips) = 14. 77 fv (ksi ) = 3. 76 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp F1angE kip-ft ft ft fb Fb fb Fb Center Pre DL 24. 6 7. 0 --- --- 7.69 24.00 7. 69 24.00 Max + 58. 4 7.0 --- --- Mmax/Seff 12 .03 24. 00 --- --- Mprecmp/Sx+Mpost/Seff 14. 65 32.40 --- Controlling 58 . 4 7 .0 --- --- 12 .03 24. 00 --- --- fc (ksi ) = 0.21 Fc = 1 .35 REACTIONS (kips) : Left Right Initial reaction 5. 29 6. 19 DL reaction 8. 39 9 . 74 Max + LL reaction 4.27 5.02 Max + total reaction 12 . 67 14. 77 DEFLECTIONS: Initial load ( in) at 6. 18 ft = -0 .064 L/D = 2247 Live load (in) at 6. 18 ft = -0. 020 L/D = 7035 Post Comp load ( in) at 6. 18 ft = -0 .035 L/D = 4158 Total load (in) at 6. 18 ft = -0.099 L/D = 1459 fr- in I I 77 IIIIi i ii II ' II -. --- i 4 I RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: SPP-HOTEL Steel Code: AISC 9th Ed. SPAN INFORMATION: INSIDE CORE BEAM Beam Size (User Selected) = W12X14 Fy = 36 . 0 ksi Total Beam Length (ft) = 12.00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness ( in) 5.00 5.00 Unit weight concrete (pcf) 110 .00 110.00 f'c (ksi ) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VERCO W3 Formlok VERCO W3 Formlok Distance to Adjacent (ft) Beam: 8.00 Beam: 8.00 beff (in) = 36.00 Y bar(in) = 14.62 Seff ( in**3) = 26. 75 Str (in**3) = 37. 63 Ieff (in**4) = 318. 08 Itr (in**4) = 528.66 Stud length (in) = 4. 50 Stud diameter ( in) = 0. 75 Stud Capacity (kips) q = 8. 1 # of studs: Max = 12 Partial = 5 Actual = 5 Number of Stud Rows = 1 , Percent of Full Composite Action = 27. 19 LOADS: Self Weight = 0.014 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0 .00 12. 00 0.870 0.870 0. 480 0.480 0.400 0.400 SHEAR: Max V (kips) = 7 . 70 fv (ksi ) = 3.23 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Pre DL 8.9 6.0 --- --- 7. 16 24.00 7. 16 24.00 Max + 23. 1 6.0 --- --- Mmax/Seff 10. 37 24.00 --- --- Mprecmp/Sx+Mpost/Seff 13. 54 . 32 .40 --- --- Controlling 23. 1 6.0 --- --- 10. 37 24.00 --- --- fc (ksi ) = 0. 14 Fc = 1 . 35 REACTIONS (kips) : Left Right Initial reaction 2. 96 2.96 DL reaction 5. 30 5. 30 Max + LL reaction 2 .40 2 .40 Max + total reaction 7. 70 7. 70 DEFLECTIONS: Initial load (in) at 6.00 ft = -0 .090 L/D = 1605 Live load (in) at 6.00 ft = -0.020 L/D = 7118 Post Comp load (in) at 6. 00 ft = -0.040 L/D = 3604 Total load (in) at 6. 00 ft = -0. 130 L/D = 1110 _��--•_- �� ---_.F_.- I -. - I_ WA--_1_ 4 X siiox Ift PLOI2- 05 TY All I i - I- - -------r ,_ - . � I I I ! �• � ! I I t I I � � ► � lilfliilllliii � ? �—I - Fed= - - - - ` T I i � � II � II � I III I i I I l i ►• I I I I I I I- ! I I I 1 t l I I I I I.•-T I _ I I I � � • i i l i I I I I I ! I� ��i _� � � I I I ' iilfl ll ► ICI II --f II - 1 •` � � I I I�� I -- I I I � I ! li ! IIII I I�ek AR .............. 1 1 i --------- -------------------------------------------------------- -1 P E T E R DATE: 03l25 GINTAUTAS PROJ-. SPP, HOTEL N A L I S SUBJ: F.2-3. F.2-4, F.2-5, F.7-3, F.7-4. F.7-5 A . E . C COLUMN & STORY LOADING {M)nis�. ALLOY SOIL PRESSURE psf -------- 1.5 = CONT FTG MIN VIDTH ft {C-- <P:partition 2 = SDUARE FTG HIM DIM ft. ------------- ={-- {F)floor - ------------- Xvall or STORY tC?colulo ;i P or Pu Of AREA = 570 252:LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf Y & L span reearks 18.3 10.7 PD PL TL ---- ------- ----- ----- ----- ----- ----- ROOF F L 25 19 L 70 floor... A.1 18.3 10.7 28.9 F 32 19 L -0 floor... 18.2 Y 15 q rill.... 0.0 KLF unif loadia4 0.6 0.4 1.0 rlL rDL rTL ------------------ ------------------ i1 30 /1 span = TL= 28.9 k. CONT FTG 1 . 5 SO FTG = 3.8 ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = 570 60Z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf V & L span resarks 50.? 12.0 PD PL TL -- ----- ---- ---- ------- ----- ----- ----- ----- ----- FOURTH F L 40 15 L 30 floor... 18.0 69.1 22.1 91.8 F 93 15 L 30 floor... 41.9 , Y 15 Q rill.... 0.0 KLF unit loadinq F L 100 4 L 30 floor... 12.0 2.3 0.8 3.1 j F 75 4 L 30 floor... 7.0 -rLL---r0l---rTL-- il 30 A span = TL= 91 .8 k. CONT FTG = 1 . 5 S9 FTG = 6.8 Of AREA = 570 60x:LLR ➢L LLred LOAD SUMMARY STORY TYPE LIVE psf Y & L span renarks 50.9 12.0 PD PL TL ------ ---- ---- ----- ----- ---- ------- ----- ----- ===== _____ _____ -� THIRD F L 40 15 L 30 flour... 13.0 120.0 34.7 154.6 F ?3 15 L 30 flour... 41.? Y 15 B roll.... 0.0 KLF unif loadioo F L 100 4 L 30 floor... 12.0 4.0 1.2 5.2 F 75 4 L 30 floor... 3.0 rLL rDL rTL ------------------ i; span = T L= 154 .6 k. C 0 N T FTG = 2.6 S9 FTG = 8.8 ------ ---- ---- ----- ---- ---- ------- ----------------------------- Dlf AREA = 574 o44=lLk ➢L LLred LOAD SUMMARY STORY TYPE LIVE psf V & L span renarks 50.? 12.0 PD PL TL ---- ------- ----- ----- ----- ----- ----- SECOND F 40 15 L JO floor... 13.0 170.9 46.7 217.5 F ?3 15 L 30 floor... 41.7 Y 15 h rill.... 0.0 KLF unif loadioq F L 100 4 L 30 floor... 12.0 5.7 1.6 7.3 F 75 4 L A floor... ?.0 rLL rDL rTL ------------------ ------------------ A 30 i1 5pafl = TL= 217 . 5 k. --e8iff F--f- 3 . ei 68 F•TG - 9�- - ------------------------------------------------------------ P E T E R DATE: 03/25 GINTAUTAS PROD: SPP, HOTEL N A L I S SUBJ: B2 B7 J2 J7 A E C COLUMN & STORY LOADING --------- ---------------------------- 11 h = ALLOY SOIL PRESSURE psf 1.5 = CONT FT& MIN VIDTH ft SC-- �P;partitioa 2 = SQUARE FT6 MIN DIM ft. ^ ------------- ' ------------- iS-- CNwal] or STORY S (C �olu:n --- lI F or Pu ----- ---- ---- ----- ---- ---- ------- ----------------------------- O f AREA = 304 9'=LLR DL LLred LOAD SUMMARY ;ORY TYPE LIVE psf Y K L span reiirks 13.1 6.9 PD PL IL ------ ---- ---- ----- ---- == ------ ----- ----- -- ROOF F L 25 16 L 19 floor... 7.6 13.1 u.9 20.0 F 32 16 L 19 floor... 9.7 Y 15 12 b 19 tall.... 3.4 KLF unif loadine 0.7 0.4 1.1 tLL rDL tTL !1 19 !1 span = TL= 20.0 k. CONT FTG = 1 . 5 SA FTG = 3.2 ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = 304 37'=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf Y 6 L spin re:arks 30.8 7.7 PD PL TL --- ---- ------- ----- ---- ---•- ----- ----- FOURTH F L 40 16 L 19 floor... 12.2 44.0 14.6 58.6 F 93 16 L 19 floor... 23.3 Y IS 9 b 119 wall.... 2.6 KLF unif loading 2.3 0.8 3.1 rll rDL #TL ------------------ ;'1 19 i1 spin = . TL= 58.6 k. CONT FTG = 1 . 5 SA FTG = 5.4 ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = 570 60'=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf V I L spai marks 50.9 12.0 PD PL TL --- ------- ----- ----- ----- ----- ----- THIRD F L 40 15 L 3D floor... 18.0 94.9 16.6 121.5 F 93 15 L 3O floor... 41.9 Y 15 b tall.... 0.0 KLF unif loadine F L 100 4 L 30 floor... 12.0 3.2 0.9 4.0 F 'S 4 L A floor... 9.0 tLL rDL tTL f l JO I, span = TL= 121 . 5 k. CONT FTG = 2.0 SO FTG = 7.8 ------ ---- ---- ----- ---- ---- ------- ----------------------------- O f AREA = 570 60'=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf Y 6 L span resarks `,,0.9 12.0 PD PL TL ----- HZEND F L 40 15 L 3D floor... 13.0 145./ 13.6 184.3 F N 15 L 30 floor... 41.9 Y 15 b rill.... 0.0 KLF coif loidinp F L 100 4 L 30 floor... 12.0 4.7 1.3 6.1 F 15 4 L 30 floor... 9.0 iLL rDL wil ------------------ i.{ TL= 184 . � Y_ span = �. . . -------------_._------------------------------------ P E T E R DATE: 03/25 GINTAUTAS PROD: SPP, HOTEL N A L I S SUBJ: J1 J8 B1 138 A . E C COLUMN & STORY LOADING CM>a;sc. 2 = ALLOY SBII PRESSURE psf -------- 1.5 = CONT FTG MIN YIDTN ft C-- ,;P)partition 2 = SQUARE FT8 MIN DIN ft. " .......... -- '; - F%floor ' ------------- CY:wall or STORY ; :C;coluan d --- li P ar Pu ------ ---- ---- ----- ---- ---- ------- ----------------------------- O f AREA = 266 7Z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf Y & L span renarks 16.0 6.2 PD PL TL --- ---- ------- ----- ----- ----- ----- -=--- ROOF F L 25 14 L 19 floor... 6.7 16.0 6.2 22.2 F 32 14 L 19 floor... 8.5 Y 15 12 h N wall.... 6.1 KLF unif loading C 25 9 h 6 coluso.. 1.4 0.8 0.3 1.2 rLL vDL wIL ------------------ ------------------ f1 19 1\ span = TL= 22.2 k. CONT FTG 1 . 5 SA FTG = 3.3 ------ ---- --- ----- ---- ---- ------- ----------------------------- Of AREA = 266 31Z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf Y & L span reiarks 30.7 1.4 PD PL TL -- ---- ------- ----- ----- ----- ===== ----- FOURTH F L 40 14 L 19 floor... 10.6 46.7 0.6 60.2 F 93 14 L 19 floor... 24.7 Y 15 9 h 34 wall.... 4.6 KLF unif loading C 25 9 h 6 coluen.. 1.4 2.5 0.7 3.2 rLL wDL vTL ------------------ ------------------ 19 f\ span = TL= 60.2 k. CONT FTG - 1 .6 S9 FTG = 5. 5 ------ ---- ---- ----- ---- ---- ------- ----------------------------- plf AREA = 266 52Z=LLR DL LLred LOAD SUMMARY STOR'f TYPE LIVE psf V & L span rejarks 30.7 5.1 PD PL TL --- ----- ---- ------- ----- ----- ----- ----- ----- THIRD F L 40 14 L 19 floor... 10.6 77.3 18.7 96.8 93 14 L 19 floor... 24.7 Y 15 9 h N wall.... 4.6 KLF unif loading 25 9 h 6 coluan.. 1.4 4.1 1.0 5.1 AL wDl wTL ------------------ ------------------ A span = TL= 96.0 k. CONT FTG = 2. 5 SO FTG = 6.9 ------ ---- ---- ----- ---- ---- ------- ----------------------------- O f ARE'" = 266 60Z=LLR DL LLred LOAD SUMMARY STORY TYPE LI'•JE psf V & L span retarks 32.2 4.3 PD PL TL -=-= ------- ----- ----- ----- ----- ----- S�ECLQ F 40 14 L 19 floor... 10.6 109.5 23.0 132.5 F 93 14 L 19 floor... A.7 Y 15 12 h J4 wall.... 6.1 KLF unif loading 25 9 h 6 coluAn.. 1.4 5.8 1.2 7.0 wLL wDL vTL ------------------ ------------------ /1 span = TL= 132. 5 k. CONT FTG = 3. 5 SA FTG = 8. 1 ------ ---- ---- ----- ---- ---- ------- ----------------------------- AM ------ - --------------------- --- --------- --- -__---------------- P E T E R DATE: 03/25 GINTAUTAS PROD: SPP, HOTEL N A L I S SUBJ: 32 B2 J7 B7 A E C COLUMN & STORY LOADING 2 = ALLOW SOIL PRESSURE of --- -- 1.5 = CONT FTG MIN WIDTH ft ((-- (P)partition 2 = SQUARE FTG MIN DIM ft. " ............. �(-- (F)floor ((-- (Civil] or STORY (C>colv�a V 1 PorPu --- ---- ---- ----- ---- ---- ------- ----------------------------- plf AREA = 340 112=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf W t L spin reoirks 15.3 7.5 PD PL 1L ---- ------- ----- ----- ----= ----- ----- ROOF F L 25 17 L 20 floor... 8.5 15.3 7.5 22.8 F 32 17 L 20 floor... 10.9 W 15 12 h 17 vill.... 3.1 ELF vnif loading C 25 9 h 6 coluna.. 1.4 LB 0.4 1.1 vLL dl, vTL ------------------ ------------------ A 20 /1 span = TL= 22.8 k. CONT FTG = 1 . 5 SA FTG = 3.4 ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = 340 42Z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf W 1c l spin reearks 36.0 7.8 PD PL 1l ------ ---- ---- ----- ---- ==== ------- ----- ----- =-=== ===== ==_== FOURTH F L 40 17 L 20 floor... 13.6 51.3 15.4 66.7 F 93 17 L 20 floor... 31.6 Y 15 12 h 17 rill.... 3.1 ELF unif loidinq C 25 9 h 6 colvia.. 1.4 2.6 0.8 3.3 vLL v8l vTL ------------------ ------------------ A 20 /1 spin = TL= 66.7 k. CONT FTG = 1 .7 SO FTG = 5.8 ------ --- ---- ----- ---- ---- ------- ----------------------------- O f AREA = 340 60Z=LLR ➢L LLred LOAD SUMMARY STORY TYPE LIVE psf W # L span marks 36.0 5.4 PD PL TL ----- ----- ---- ------- ----- ----- ----- ----- ----- THIRD F L 40 17 L 20 floor... 13.6 87.4 20.8 108.2 F 93 17 L 20 floor... 31.6 Y 15 12 h 17 #all.... 3.1 ELF rnif loading C 25 9 h 6 coluan.. 1.4 4.4 1.0 5.4 vLL vDL vTL ------------------ A 20 /1 spin = TL= 108.2 k. CONT FTG = 2.7 S8 FTG = 7.4 ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = 340 60Z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf W 6 L span reeirks 36.0 5.4 PD PL Tl ---- ------- ----- ----- -Z--- -^- ----- SECOND F L 40 17 L 20 floor... 13.6 IN A 46.2 149.6 F 43 17 L 20 floor... 31.6 Y 15 12 h 17 dall.... 3)A ELF unif loidinq C 25 ? h 6 coluin.. 1.4 6.2 1.3 7.5 vLL v#L wTL ------------------ ------------------ /1 spin = TL= 149.6 k. CONT FTG = 3.7 SA FTG = 8.6 ------ ---- ---- ----- ---- ---- ------- ----------------------------- --------- ------------------------------------------------------- P E T E R DATE: 03/25 GINTAUTAS PROD: SPP, HOTEL N A L I S SUBJ: B3 B4 B5 J3 34 J5 A . E C COLUNN & STORY LOADING 11 CC-- CM>Aisc. 2 = ALLOY SOIL PRESSURE psf -------- 1.5 = CONT FT6 MIN YIDTH ft CC-- CP?partition 2 = SQUARE FT6 MIN DIM ft. ------ fC-- <,F>floor ------------- CC-- CY>wall or STORY CC>coluan 'd \1PorPu i ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = 480 20Z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf Y 6 L span renarks 20.8 9.6 PD PL TL -- ---- ----- ---- ---- ------- ----- ----- ----- ----- ----- ROOF F L 25 16 L 30 floor... 12.0 20.8 9.6 30.4 F 32 16 L 30 floor... 15.4 Y 15 12 h 3D wall.... 5.4 KLF uoif loadinq 0.7 0.3 1.0 wLL wDL wTL ------------------ ------------------ A 30 /\ span = TL= 30.4 k. CONT FTG = 1 . 5 SA FT6 = 3.9 --------- Of AREA = 480 6OZ=LLR DL LLred LOAD SUMMARY - STORY TYPE LIVE psf V b L span reAarks 48.1 7.7 PI PL TL --- ---- ---- ------- ----- ----- ----- ----- =---- FOURTH F L 40 16 L 30 floor... 19.2 69.5 17.3 86.8 F 93 16 L 30 floor... 44.6 Y 15 9 h 30 wall.... 4.1 KLF uoif loadinq 2.3 0.6 2.9 wLL wh wTL ------------------ ------------------ A 30 A span -- TL= 86. 8 k. CONT FTG = 1 . 5 SO FTG = 6.6 ------ ---- ---- ----- ---- ---- ------- ----------------------------- plf AREA = 400 60Z:LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf V i L span renarks 48.1 1.1 PD PL TL ----- ----- ---- ------- ----- ----- ----- ----- ----- } THIRD F L 40 16 L 30 floor... 19.2 118.1 25.0 143.1 F 93 16 L 30 floor... 44.6 Y 15 9 h 30 wall.... 4.1 KLF unif loadinq 9 3.9 0.8 4.8 wLL wDL wTL ------------------ ------------------ i'; 34 A span : TL= 143. 1 k. CONT FTG = 2.4 S8 FTG = 8. 5 plf AREA = 480 60Z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf Y 8 L span reaarks 50.0 1.J PO PL TL =ECOHD F L 40 I6 L 30 floor... 19.2 168.2 32.1 200.9 F 93 16 L 30 floor... 44.6 Y 15 12 h 30 wall.... ..4 KLF unif loadinq 5.6 1.1 6.7 AL wDL wIL ------------------ ------------------ /', 30 A span = TL= 200.8 k. CONT FTG = 3.3 SO FTG = 10.0 ------ ---- ---- ----- ---- ---- ------- ----------------------------- --------------------- P E T E R DATE: 03/25 GINTAUTAS PROD: SPP, OFFICE N A L I S SUBJ: K14 K18 A E C COLUMN & STORY LOADING M:�isc. 2 = ALLOW SOIL PRESSURE psf -------- 1.5 = CONT FTG MIN WIDTH ft ;�-- 1)partition 2 = SQUARE F10 MIA DIM ft. ------------- re-- T)floor ; ------------- X/wall or STORY ; (C>colun V % P or Pu ---------- Of AREA = 200 3x=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE DO W ! L span marks 10.9 4.9 Pb PL TL ---- ------- ----- ----- ----- ----- ----- ROOF L 25 8 L 25 floor... 5.0 10.9 4.9 15.8 32 8 L 25 floor... 6.4 15 12 h 25 wall.... 4.5 KLF unif loading 0.4 0.2 0.6 wLL wOL wTL ------------------ ------------------ 1" 25 A span = TL= 15.9 k. CONT FTG = 1 .5 SO FTG = 2.8 ------ ---- ..--- ----- ---- ---- ------- ----------------------------- O f AREA = 200 20Z=LLR DL LLred LOAD SUMNARY STORY TYPE LIVE Dsf V 1 L span marks 22.0 8.0 PD PL TL - ---- ------- ----- ----- ===-- -==== ----- FOURTH F L 50 8 l 25 floor... 10.0 j2.9 12.9 45.7 F 93 8 L 25 floor... 18.6 W 15 9 h 25 wall.... 3.4 KLF unif loading 1.3 4.5 1.8 AL wDL wTL ------------------ ------------------ A 25 /1 span = TL= 45. 7 k. CONT FTG = 1 . 5 SA FTG = 4.8 --- ------ --------------- plf AREA = 200 362=LLR DL LLred LOAD SUMNARY STORY i`iPE LivE psf V 1 L span renarks 22.0 6.4 PD PL TL - ---- ------ ----- ----- ----- ----- - --- THIRD F L 50 8 L 25 floor... 10.0 5-4.9 ' 4.9 19.3 4.1 F 93 8 L 25 floor... 10.6 W 15 9 h 25 wall.... 3.4 KLF unif loading 2.2 0.0 3.0 wLL wDL vIL ------------------ ------------------ 25 i1 span = TL= 74 . 1 k. CONT FTG 1 . 5 SA FTG = 6. 1 ------ ---- ---- ----- ---- ---- ------- ----------------------------- ,J Of AREA = 200 522=LLR DL LLred LOAD SUMNARY STORY T'IPE LIVE W W & L span renarks 22.0 4.8 PD PL TL ---- ------- ----- ----- - --- -^--- ----- "COND F L 5D 0 L 25 floor... 1 ' 0.0 6.8 N.1 100.9 F 93 0 L 25 floor... 18.6 W 15 9 h 25 wall.... 3.4 KLF unif loadiaq 3.1 1.0 4.0 0LL wDL wTL span = TL= 100 .9 k. CONT FTG = 2.0 SA FTG = 7. 1 ------ ---- ---- ----- ---- ---- ------- ----------------------------- 3 P E T E R DATE: 03/06 GINTAUTAS PROD: SPP, HOTEL N A L I S SUBJ: B1.7 87.3 J1.7 J7.3 A . E C COLUMN & STORY LOADING (N}iisE. 2 = ALLOY SOIL PRESSURE psf -------- 1.5 = CONT F16 HIM NI➢TH ft ((-- (P:-pirtition 2 = SNARE FTG HIM DIN ft. ------------ (F'/floor ------------- ;(-- (N?rill or STORY (C;Eoluno V 1i P or Pu ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = 189 2Z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf V 1 L span marks 9.8 4.6 PD PL TL ---- ----- ----- ----- ROOF F L 25 9 L 21 floor... 4.7 93 4.6 14.4 F 32 9 L 21 floor... 6.0 Y 15 12 b 21 will.... 3.8 KLF unif loading 0.5 0.2 0.7 wLL u9L wTL ------------------ ------------------ 11 21 /1 spin = TL= 14.4 k. CONT FTG = 1 . 5 SA FTG = 2.7 ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = 189 18Z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf V D L spin marks LOA 6.2 PD PL TL ---- ------- ----- - -- --- ----- ----- FOURTH F L 40 9 L 21 floor... 7.6 30.2 10.8 41.0 F 93 9 L 21 floor... 17.6 Y 15 9 b 21 wall.... 1.3 KLF unif loadinu 1.4 0.5 2.0 Al, wDL wTL ------------------ ------------------ 11 21 A span = TL= 41 .0 k. CONT FTG = 1 . 5 SA FTG = 4 . 5 ------ ---- -- - ----- ---- ---- ------ ----------------------------- O f AREA = 570 60Z=LLR DL LLred LOAD SUNHARY STORY TYPE LIVE psf N 6 L span renarks 50.7 12.0 PD PL TL ----- ---- ------- ----- ----- ----- ----- ----- THIRD F L 40 15 L 30 floor... 18.0 81.1 22.8 103.9 F 93 15 L 30 floor... 41.9 Y 15 h will.... 0.0 KLF unif loidia4 F L 100 4 L 30 floor... 12.0 2.7 0.8 3.5 F 75 4 L 30 floor... 9.0 wlL wDL wIL ------------------ ------------------ /1 3D A Spin = TL= 103.9 k. CONT FTG 1 .7 SA FTG = 7.2 ------ --- ---- ------ ---- ---- ------- ----------------------------- O f AREA -- 570 60Z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf N b L span remarks 50.? ILA PD PL TL - --- ---- ---- ------ ----- ----- ----- ----- ----- SECOMD F L 40 15 L 30 floor... 13.0 132.0 34.8 166.8 F 93 15 L 30 floor... U.? Y 15 b wall.... 0.0 KLF unif loading F L 100 4 L 30 floor... 12.0 4.4 1.2 5.6 F 75 4 L 30 floor... ?.0 wlL wDL wTL ------------------ ------------------ A 30 11 Spin = TL= 166.8 k. CONT FTG = 2.8 SO FTG = 9. 1 __� FWIDTH --- ---- ---- P E T E R DATE: 07/22 GINTAUTAS PROJ: SPP-HOTEL N A L I S SUBJ: TYP CONC SHEARWALL-OUTBOARD WALLS A . E . C UNIFORM LOAD ON CONTINUOUS FOOTING --------- ---------------------------------------------------------------- 3.0 = P allow ksf 16 = cont.width min.in. 24 = square width min.in. ------------------------------------------------------------------------------- TYP COI,-IC SHEARWAL-L—OUTBOARD WALLS ------------------------------------------------------------------------------ Length 10.0 <--------------> FT psf WL WD 13.4 klf FLOOR ------ ----------------- - ---- -- -- - +--------+ v ROOF FLOOR: / width / = 20.0 @ LL = 25 psf = 500 ' +--------+ @ DL = 25 psf = 500 ' WALL: height = 8.0 @ DL = 100 psf = 800 +--+ +--+ +--------+ ; cont. 4TH FLOOR: / width / = 20.0 @ LL = 100 psf = 2000 +--------+ +--------+ @ DL = 50 psf = 1000 -> 4.5 <- ft WALL: height 10.0 @ DL = 100 psf = 1000 53 = use width +--------+ 3.00 = p act ksf 3RD FLOOR: / width / = 20.0 @ LL = 60 psf = 1200 53 = width reqd +--------+ @ DL = 50 psf = 1000 16 = width min WALL: height = 10.0 @ DL = 100 psf = 1000 133.7 k +--------+ ; 2ND FLOOR: / width / - 20.0 @ LL = 60 psf = 1200 V +--------+ @ DL = 50 psf = 1000 WALL: height = 12.0 @ DL = 100 psf = 1200 ' +--------+ +--+ ---- MAIN FLOOR: / width / = 2.0 @ LL = 60 psf = 120 ; square +--------+ @ DL = 50 psf = 100 +----- -> 6.7 <- f t WALL: @ DL = 15 psf = 6.7 = use width FOUNDATION = 3.0 @ DL = 100 psf = 300 7 = width reqd FOOTING = 1.5 @ DL = 150 psf = 450 2 = width min ----- ---------------- ----- ----- 800 = AREA LLred 5020 8350 Y = USE LLred? 40% red WL 3012 W = 5020 8350 or 13.4 klf FWIDTH --------- ----------------------------------------------------------------- P E T E R DATE: 07/22 GINTAUTAS PROJ: SPP-HOTEL N A L I S SUBJ: TYP CONC SHEARWALL-INBOARD WALLS A . E . C UNIFORM LOAD ON CONTINUOUS FOOTING 3.0 = P allow ksf 16 = cont.width min.in. 24 = square width min.in. ------------------------------------------------------------------------------- TYP COI-IC SHEARWALL— IHBOARD WALLS ----------------------------------------------------------------------------- Length 10.0 <--------------> FT psf WL WD 8.3 klf FLOOR ----- --------------- ----- ----- ; ----- +--------+ V ROOF FLOOR: / width / = 8.0 @ LL = 25 psf = 200 ; +--------+ @ DL = 25 psf = 200 ' WALL: height = 8.0 @ DL = 100 psf = 800 +--+ +--+ +--------+ ; cont. ' 4TH FLOOR: / width / = 8.0 @ LL = 100 psf = 800 +--------+ +--------+ @ DL = 50 psf = 400 -> 2.8 <- ft WALL: height = 10.0 @ DL = 100 psf = 1000 33 = use width +--------+ 3.00 = p act ksf 3RD FLOOR: / width / = 8.0 @ LL = 60 psf = 480 33 = width reqd +--------+ @ DL = 50 psf = 400 16 = width min WALL: height = 10.0 @ DL = 100 psf = 1000 83.3 k +--------+ ' 2ND FLOOR: / width / = 8.0 @ LL = 60 psf = 480 V +--------+ @ DL = 50 psf = 400 ; WALL: height = 12.0 @ DL = 100 psf = 1200 ; +--------+ +--+ ---- MAIN FLOOR: / width / = 2.0 @ LL = 60 psf = 120 ; square ; +--------+ @ DL = 50 psf = 100 +--------+ -> 5.3 <- f t WALL: @ DL = 15 psf = 5.3 = use width FOUNDATION = 3.0 @ DL = 100 psf = 300 5 = width reqd FOOTING = 1.5 @ DL = 150 psf = 450 2 = width min ----- ---------------- ----- ----- 320 = AREA LLred 2090 6250 Y = USE LLred? 14% red WL 1797 W = 2080 6250 or 8.3 klf HOTEL RESTAURANT OFFICE SMOKEY POINT PROPERTIES HOTEL AND OFFICE COMPLEX -1 WIND ANALYSIS NORTH-SOUTH DIR --------- ------------------------------------------------------------- P E T E R DATE: 28-Nov GINTAUTAS PROJ: SPP, RESTAURANT N A L I S SUBJ:➢IR: NS (EVXNS) A . E . C MIND ANALYSIS UBC vind4 --------- ------------------------------------------------------------- PROVIDE THE FOLLOWING: MACROS ------------------------------------------------------ -- -------------------- C ,--EXPOSURE FACTOR dBDCCXD' 1P TO PRINT 410 7EROS SWEAR STORY HT. 1B8 = BLBG LENGTH ----- ;B) Build. forest ;20ft, over 20% Area h/i isi 6 llllll111111 PARAPETIROOF �C? Flat & Open. over 11211. 33.? 10.5 „ FIRST 1'e flat, near open hater ") 16.5. HEIGHT : "AX BUILDING HEIGHT 30 MPH = DESIGN WIND SPEED 1 0' 1 = OTHER and 1.15 = ESSENTIAL •---- story SUN 6 sid STORY STORY SHEAR : fAR MOMENT ") WIND PRESSURE RNMARY STORY NAME ht x hide ht_. YIPS YIPS SHEAR DIAGRAM X-FT MOMENT DIAGRAM ------ ---- ---- ----- ----- ------ ------------- ------- -------------- Ce x Co x Os x I = PRESSURE PARAPET/ROOF 6 30 l6.5 :HEIGHT .e Cq 9s psf tl ----- ---- x --- 10.5 33.? 33.? ++++++++�+ , ----- ---- --- ---- --- ---- STORY-'FIRST 10.5 188 5.3 33.? 33.? ++++++++++ J56 ++++++f++; 15 1.06 1.: 16.4 1.0 22.6 '= fl ----- ---- x --- 20 1.13 1.3 16.4 1.0 24.1 STORY-? 25 1.1? 1- 16.4 1.0 25.4 fl ----- ---- x --- 30 1.23 1.3 16.4 1.0 26.2 40 !.31 1. 16.4 1.0 2?.9 60 1.43 Lj 16.4 1.0 30.5 BOl -.3 1., l,.41.032.6 !00 1,6! 1.3 l6.4 !,0 4.3 4: T Pa 5.62 ' 06 1.7P 19 1.2,0 40 0.54 3I .62 0 0.9 1a31. 8'J 1.04 1.53 1.3I 100 !.13 !.61 .. .8 PRESSURE COEF=ICIENT Co . heio,H ips. 'han 40ft L.7 `ie.oh: greater ':ha^, 40ft •J WIND PRES URE BASED 0'N MAXIMUM 041D SPEED ------------- 80 16.- �sf „n J 31.0 1,3f 120 36.? psf -., iw 4J.3 osf --------------------------..--� WIND ANALYSIS EAST-WEST DIR --------- ------------------------------------------------------------ P E T E R DATE: 28-Nov GINTAUTAS PRDJ: SPP, RESTAURANT N A L I S SUBJAIR: EN <EW><NSD A . E . C WIND ANALYSIS UHC wind4 ---------- ------------------------------------------------------------- PROVIDE THE FOLLOWING: MACROS ------------------------------------------------------ -- -------------------- C <--EXPOSURE FACTOR iB?:C:<➢:> 1P TO PRINT M MOS SHEAR STORY HT, 120 = BL➢G LENGTH ----- {A; Build. forest }20ft, over 20% Area w!i lmi 6 11 M'1111111 PARAPETMOF 'C? Flat & Open, over 1/2ni. 31.6 10.` " FIRST (D flat, near open water ") 16.5 HEIGHT = MAX BUILDING HEIGHT 90 (,'X MPH = DESIGN WIND SPEED 1 = OTHER and .,.` = ESSENTIAL ----- stork SJM Did STORY STORY +nrY SHEAR SHEAR MOMENT WIND PRESSURE SUMMARY STORY NAME ht z wide fits. RIPS #lPS SHEAR DIAGRAM K-FT MOMENT DIAGRAM ------------------------------ ------------ ---- ---- ----- ----- ------ ------------- ------- -------------- Ce CD z Cs x I = PRESSURE PARAPET/ROOF 6 120 ;6.5 HEIGHT Ca Cp Os I psf fl ----- ---- :-( --- 110.5 31.6 31.3. ++++++++++ ----- ---- --- ---- --- ---- STORY-?FIRST 'M, 120 5.3 31.6 31.6 ++++++++++ 332 ++++++++++ 15 1.06 !.3 16.4 1.0 22.6 '=.= fl ----- ---- - --- 20 1.13 1.3 16.4 1.0 24.1 STORY- 25 1.19 1.3 16.4 1.0 25.4 fl ----- ---- :a --- j 30 !.27 !.3 16A !.0 26.2 40 1,31 ' ' 'S.4 1.0 27.9 16.4 1M 1.:! 1.' '6.4 1.0 34.3 EXPOSURE, 1T. GUST FACTOR Ce HEIGHT ----- e--------------- ft c D 15 C A 2 M 109 20017 ;A3 !.45 25 ^ G.� V.�2 ;.19 MO 30 00 1.2:, L54 40 0.94 1.31 1.62 60 0.95 1.43 1.71 90 1.04 1.53 1.91 !00 1.13 1.61 1.38 PRESSURE COEFFICIENT Cc ------------------------------ heioht '•-ss than 40ft 1 height oreater than 40ft 1.4 WIND F'RESSUPE BASED ON MAXIMUM WTND cPErD - --- illes'Ic - b� sliwlad Dress ----- ------------------------ 70 .c.6 psf 90 16.4 Dsf 9A 21 :1 -. 100 25.6 psf 110 31.. Dsf 120 36.9 nsf 130 43.3 Dsf J SEISNIG ANALYSIS BOTH DIR --------- ------------------------------------------------------- PETER GINTAUTAS PROJ:SPP, RESTAURANT BATE: 28-Nov-46 '> N A L I S SUBJ: DIR: BOTH (EY>(NS)(BOTH) A . E . C SEISMIC ANALYSIS UBC — MIN ACT LEVEL '"PE L W AREA PSF PSF 453 = k. story oeioht TYPE PSF DESCRIPTION ----- ----- ----- ------------------------------ ROGF W i16 110 2260 L6 36.2 = EXT WALL IT (psf) R 20 = ROOF IT (psf) HT= 10 P I16 110 6380 12 76.6 = PART (psf fl area) W 16 = EXT WALL IT (psf) BELOW R 116 110 12760 20 255.2 = ROOF IT (psf) P 12 = PART (psf f] area) W 44 60 1040 16 16.6 = EXT HALL WT (psf) F 64 = FLOOR WT (psf) P 44 '0 1"0 12 15.8 = PART (osf fl area) TR 18 = TILE ROOF (asf) R 44 60 2640 20 52.8 = RGOF IT (psf) CF 16 = GYPCR FLOOR (psf) R 20 CW 100 = 8' CONC WALL (psf) MIN ACT O 80 = OTHER ipsf) LEVEL TYPE L W AREA PSF PSF = k. story weioht _____ ____ ____ _____ ___ ___ _________________________ ----- ------ ------------------------------ W 16 ENTER- -64 BUILDING WIDTH HT= P I2 PELU 60 +----------+ CW 100 ; wt.= 453 ; ROOF F 60 +----------+ b0 60 shear=46.1 k. MIN ACT LE')EL Tv;PE L W AREA PSF PSF = k. story weioht illl,'llllr'ill ----- --- ------------------------- Y 18 HT= P 12 BELOW F 60 CW 100 F 60 F 60 F 60 MIN ACT LEVEL TYPE L W AREA PSF PSF = k, story weioht ----- ----- --- ------------------------- W 16 HT= P 12 BEL F 60 CW 100 R 20 r 64 F 60 7 . ., . =SEit�MIC 20NE . � 0.11 = ? talc r:on-ductile 1 ' 0.0 = Ft used if T Q ----- 6 = other lioht wood fracino ( 6 = tasonry shearwalls % 0.344 = C!Rw talc I.5 (': S3 =SOIL PROFILE 1.5 = Tedium stiff .0.015 = C/Rw yin 1.11 = C talc 0.30 = :one value 2.7` = C lax J 1.00 = i1portance 8.00 = ductility =,103 = i]C= seisiic factor 2.15 = .ail .and flexibility ZIC:Rw = 0 . 10 & Vmax = 46 .7 k kips ft-kios FLOOR ENTER ENTER STORY SEISMIC OBERTURNTNG LEVEL FLOOR STORY SUM OF :SHEAR S1!EAR MOMENT BELOW WEIGHT HEIGHT ;.1ORY HIS w,'Ff D Ai,RAM DIAGRAM ---•- ------- ------- -------- ----- --•---------------------- ------------ ------------------ iMPER 4c;1 L. ----- 3 10 ft. 19 it. 46.7 +++++++++++++++++ 47 +++++++++++++++++ 467 ++++++++++++++++++++++++�+ -------------- -- ---------- - - P E T E R DATE: "b-Mar- GINTAUTAS PROD: SPP RESTAURANT BLDG N A L I SUBJ: SCHEMATIC WALL LAYOUT A . E . C SHEAR DISTRIB WITH FLEXIBLE DIAPHRAGM -------------------------------------- ------------- InA a 4 s-IF 0F<v ------------------------ WS� EW_=_� FK J= SHEAR �/ MGMIC-NIT -�� FI'c °0 r 00 r- i Yi'L ----- ----- U ' 0 �1 h U. �L ` - w 1L i j I I - -I- 4 Y-' --- lit � - - - - -.*„-- - - i ------� - I I I I ' • 1 1 sus f A<)r44VJ y-- - V'J ell Val_ = O, - -__ _ 'i 5 ___-- "`�fi �- ✓ -_w ,�,. Aa --- kkf A-Z - -- ----- - -- - --- -- ----- t � I AN- K-SERIES ECONOMY TABLE Joist 1OK1 121<1 81<1 141<1 16K2• 12K3 141<3 161<3 1'8K3 141<4 20K3 16K4 121<5 181<4 16K5 20K4 Designation Depth (in.) 10 12 8 14 16 12 14 16 18 14 20 16 12 18 16 20 Approx. Wt. 5.0 5.0 5.1 5.2 5.5 5.7 6.0 6.3 6,6 6.7 6.7 7.0 7.1 7.2 7,5 7.6 (Ibs./ft.) Span (ft.) 1 8 550 550 9 550 550 10 550 550 550 480 11 550 532 542 377 12 550 550 444 550 550 455 550 288 550 550 13 479 550 377 550 550 363 510 225 510 510, 14 412 500 324 550 550 550 550 550 249 1 425 179 550 463 5.50 550 4n,3 15 358 434 281 511 543 550 550 550 234 344 14,9 475 428 507 507 •134 16 313 380 246 448 550 476 550 550 550 550 550 550 192 182 11�1 390 550 351 467 55in 4f 7 Fi!it} 396 550 17 277 336 395 512 420 495 550 550 550 550 550 159 2.34 324 11R8 7)1 404 526 443 526 366 526 18 246 299 352 456 374 441 508 550 530 550 1. 307 550 550 134 197 272 1109 2,15 339 156 550 307 490 „317, 550 490 19 221 268 315 408 335 395 455 514 475 547 454 550 550 1 111 167 :'30 .347 ,^07 ;'87 .386 .t)4 336 .152 2(59 5 3 '155 20 199 241 284 368 302 356 410 463 428 517 493 409 550 550 550 97 142 197 297 177 246 33'0 423 287 517 386 230 400 426 550 21 218 257 333 273 322 371 420 388 468 447 370 506 503 550 123 170 255 153 212 285 364 248 453 333 198 120 373 520 22 199 234 303 249 293 337 382 353 426 406 337 460 458 514 1n6 147 "�^ 132 184 247 31r, 215 3F13 289 177 370 323 461 23 181 214 277 227 268 308 349 322 389 371 308 420 418 469 128 194 116 160 P16 276 188 344 252 150 323 282 402 24 166 196 254 208 245 283 320 295 357 340 282 385 384 430 1 1 13 %0 101 14 t 189 2,12_ 165 302 221 132 ^z.1 248 353 25 180 234 226 260 294 272 329 313 ' :::±3 353 396 In On 1`;n 12m 167 21,1 1,15i ^65 n, 219 312 26 166 216 209 240 272 251 304 289 926 366 F18 1, I t0. 148 _. .,.J90 129 236 173 194 277 27 154 200 193 223 252 233 281 268 303 302 339 rl 111) ns3 +32 16S) 115 211 1'1,q 173 247 28 143 186 180 207 234 216 261 249 282 281 315 %n 1 n6 RR �1 1 5,1 103 1.a0 Zg 1 i' 155 221 29 173 193 218 243 232 263 261 293 106 136 110 124 139 139 199 30 1161 I 180 203 227 216 245 244 274 n': �.Z 1`i,3 1 1 , 1,.1 126 179 31 1151 168 190 212 203 229 228 256 1 " 1°•8 101 !3n 114 162 32 I 142 I 158 I 1,78 199 1 190 215 214 240 nl R 103 147 33 168 187 202 226 134 34 158 176 190 212 n I .n" n 122 35 4 149 t66 179 200 I1, 112 36 141 157 I i 169 189 I 1TI 37 148 179 "' 95i 38 141 I 170 F17 39 133 I 161 R1 40 127 153 ,1 75 J 33 K-SERIES ECONOMY TABLE Joist 14K6 18K5 22K4 16K6 20K5 24K4 1BK6 16K7 22K5 20K6 18K7 22K6 20K7 24K5 22K7 24K6 Designation Depth (in.) 1 14 18 22 16 20 24 18 16 22 20 18 22 20 24 22 24 Approx. Wt.(Ibs./ft.) 7.7 7.7 8.0 8.1 8.2 8.4 8.5 8.6 8.8 8.9 9.0 9.2 9.3 9.3 9.7 9.7 Span (ft.) 550 14 550 15 5u7 16 550 550 550 -lu7 b5 550 550 17 .143 626 526 550 550 550 550 550 550 18 4u8 :,W -190 !,uu -190 5 0 19 55 5 550 550 550 550 383 523 455 523 455 523 52 50 550 550 550 550 550 550 550 20 3•i/ 1 42u �):�u 41ti0 420 ;;bU 49U 53U 475 550 548 550 550 550 550 550 550 21 1199 1 -166 405 5_'u =160 406 520 460 5''U 22 432 518 550 498 550 550 550 550 550 550 550 550 550 2! 414 548 361 491 43d 3u5 543 490 438 548 4:J0 548 23 i9 3 51b 455 529 516 507 550 550 550 550 550 550 226 Jut 191 J07 45i 393 339 51d luti 418 518 4Gb 518 362 434 475 418 485 520 473 465 536 528 526 550 550 550 550 550 24 1J9 3i8 431 269 39u 516 346 296 483 4Ju J82 495 44d 544 495 544 384 446 479 435 428 493 486 485 537 541 540 550 550 25 1/b %t n �)d1 "3d J:•u 466 Jug 26;3 427 Jtw 337 4u4 -1)1 611 474 520 308 369 404 355 412 442 402 395 455 449 448 496 500 499 550 543 26 156 ?-19 1 238 211 31u 405 271 233 379 337 299 411 373 453 454 493 285 342 374 329 382 410 372 366 422 416 415 45 463 462 512 503 27 1J9 222 301 186 27 361 241 208 337 301 267 J67 J33 404 406 439 265 318 348 306 355 381 346 340 392 386 385 427 430 429 475 467 28 124 199 270 168 2.16, 323 216 186 302 269 239 328 298 362 364 393 29 29 4 285 330 354 322 317 365 360 359 398 401 400 443 435 1/9 242 151 223 290 194 167 272 242 215 295 268 325 327 354 30 276 302 266 398 331 301 296 341 336 335 371 374 373 413 406 i 1 b 1 21 J 137 20 I 262 1/5 151 245 2114 194 :'GG 114:' 293 295 319 31 258 283 249 289 310 281 277 319 314 313 347 350 349 387 380 146 196 124 18'_' 23/ •- •-168 137- 222 198 175 241 219 266 , 267 289 242 265 233 271 290 264 259 299 295 294 326 328 327 363 357 32 132 I80 112 1G�, 215 1.14 1'24 201 17J 159 219 1JJ 241 242 262 2 8 249 254 273 248 281 277 276 306 309 308 341 335 33 1 I'll 164 150 196 131 183 163 145 199 181 220 221 239 214 235 239 257 233 265 261 262 288 290 290 321 315 34 :l0 1-IJ 13/ 1/9 1)0 16! 1.19 132 182 1u 2u1 202 218 35 202•' 221 226 24.2 220 249 246 245 272 274 273 303 297 ?U1' i7 - 1 '., 164. 110 1"13 13-/ 121 167 151 184 185 200 191 209 213--F 229 208 236 232 232 257 259 258 286 281 36 J2 ,6 11:, 150 I U I I-i l 12, ill 1 b3 139 169 169 183 1 02 216 223 220 243 245 244 271 266 37 1 I t,^ 1 Gi. 1 3d 1:30 1 1!i 14 1 128 155 '156 169 38 ` 187 191 2 55 211 208 230 232 231 256 252 I 107 I I 9d 128 119 1G6 130 118 1-13 144 156 39 I i 181 195 200 198 218 220 219 243 239 178 9b 50 118 110 120 ?09 132 1 133 144 40 I 169 172 185 190 188 207 209 208 231 227 91 8•I 10g 102 91 Ill 101 122 123 133 41 161 176 181 197 198 220 216 u; I 101 I 95 lu'f 114 114 124 -� 42 1 153 168 173 188 189 209 206 79 I 94 88 uG 106 106 115. 146 160 I 165 179 180 200 196 43 IIJN8 83 d') Jd J9 1(1! 139 153 157 171 172 191 187 44 i lid 82 76 83 92 92 100 146 164 179 45 I i 66 93 46 I 139 157 171 i; 133 150 164 47 0; ', 82 48 128 144 157 /U J ' , 34 It-SERIES ECONOMY TABLE JoisDesignation 26K5 16K9 24K7NIK ' 0K9 26K7 22K9 28K6 24K8 18K10 28K7 24K9 26K8 20K10 26K9 eptn (In.) 26 16 2420 26 22 28 24 18 28 24 26 20 26 Npprox. g g 10.0 10.10.8 10.9 11.3 1.1.4 11.5 11.7 11.8 12.0 12.1 12.2 12.2 (Ibs./ft.) Span (t.) 16 550 17 . o 18 JJ DbU bbU 400 550 550 19 U 5J 4.55 523 523 20 JJ 550 55 425 490 550 1:'0 550 21 Ju bbU bbU bbUJ5 406 460 520 460 520 22 J 550 bbU 550 JJU J u 385 4:38 490 548 438 1190 23 JU JJ J bb JJu 5J 363 418 468 518 OU 468 24 U 55 55 550 550 bbU JJ 346 .544 396 4,18 495 544 iP6 c_t4 448 25 JJ JJ .. .. 55 5 U U J 311 520 377 1;r t7,i `170 377 510 d76 26 b42t/4 I bbO b38bbU bbo JJu JJu obu bbU bbub5o 550 535 76 499 354 „I1 405 5d1 154 499 ,61 '199 5,11 1105 541 27 bbU 498 b4i J U 5J J5 JJv J 5 J5 J 477 40 479 315 519 38� r ? 1Z;? 479 347 479 :,^� 3s3h 57.2 28 46b 40852 .508 b I 55U b5O b48 5b0 b46 bbU bbO 550 550 55 477 :'0 436 , 11:31 t 1 5,1: I ::. 50 1 50-1175 15 29 v j /1 J J JJ 1 d,16486 47 59384 19N 392 254 d 317 e 479 30 3 v 2 i 4bU / JU /I b3l J 55 :3,1(3 17R 353 ") 7 '86 11 f,1() n "'7 ^_F;n •IRIr ito 1 1,'r7 336 459 31f1l JIb u bJ n 9/ J J 314 161 320 -07 3.11 259 3i8 . 307 350 113 44n 379 .1 :1 30,1 444 32 b U u JJJ 38f J9b 432 436 41' 439 418 466 / / 4 19 285 1 d 7 ?90 199 ,0° ?35 ?11 3 2A 7 361 319 221 400 1,14 375 276 1 407 33 0 �� ai 3 ddg d d4 88 1 I 3• "r• 3") p t O 1 3(;.1 ,1") �r 1 170 34 J, 3 3 1 d23 422 4i4 459 a37 :42 56 �..5 195 785 39 '100 f)4 19-1 333 7 .31. 729 338 35 ` 2 2 360 3s 3 s98 390 d33 717 �21 ,13 r; ;_ 'n7.7, ^,!^ 1rp. ?n5 1'., n 31U 36 ZBU 115 2(0J 511 040 344 33U 3 b 6 3 3 6 3409 I�1') ;n;3 '�2 (i 164 ^0 01 �.:)2 „1 2Z�p' I I '6 3 193 284 37 J 1' 327 348 1 356 I 356 349 387 183 R7 nq I c; R5 ,),, 5 'S' 1 1 'E3 262 38 � I I 3 2yb 3,u 329 338 337 I 331 367 'i 1 1 ;,1 'n 'n.1 n ,1 n I '37 n,! t r4 "41 392,38 b n 5 1 4 313 320 320 314 348 .' 59 13u, ti? oE3 l i 9t sty nr i 1 223 40 2b314A �, ! „ /51 a Lbb 280 i 297 304 i 304 298 31,10 117 41 2, b 2,6 283 290 289 315 42 'u5 229 53 276 275 300 1?7 ( :0 �.�� 'a ;r I (-1 178 43 1 b I 40 2" 1242 I 257 { 263 263 286 ,., ,� •�, to tG6 44 181 1 I ; 227 2 220 231 1 245 251 1251 273 45 19 I I 2 23, 2 0 1240 261 „, --.., I 145 / b U/ LU 22 23 229 250 46 i I I 3 I 1,5 47 ib4Id 118 [u [ 9 —i7 �.,i .'.'� "�; I ire- 117 127 I 48 1 /, i/, i I I I 1 y I i -, b 21 1 L U I 1 19 1n 49 + i b. 1 I I I 83 I 7,7 J 1. 1/t I 202 I 220 112 50 14.4I 5 5 -10 I 1 y 21 1 I n'1 •n t n5 51 I 5 I bb IbJ 1 2 1 186 203 no 52 b 62, I i 1 i I , b 179 I I 195 1 3 I 93 53 l II II I II I I 68 54 I !! I I I I I1 II I �1 b 55 1 I 140 56 I I ( I I I I I ,r 35 K-SERIES ECONOMY TABLE Desqoist gnalion 130K7 122K10 128K8 28K9 24K10 30K8 30K9 122K11 26K10 2BK10 30K10 24K12 30K11 26K12 28K12 30K12 Ueplh (in.) 1 30 22 1 28 28 1 24 30 30 22 26 28 1 30 24 30 26 28 30 Approx Obs./ft.) t• 12.3 12.6 12.7 13.0 13.1 13.2 13.4 13.8 13.8 14.3 15.0 16.0 16.4 16.6 17.1 17.6 (Ibs./ pan (ft.) 22 550 550 23 5 5 3 25 ( b 50 bU noubbU 26 5 " bbu bbU bbO I 5 y Ji4 1 5d 1 27 4 i 4" �'.,� 0� q rill-) 28 bO 5 15 5 U J 5 5 dla di 1`)li 41.3 ',01 r.l?, 111 ; 1h1 543 29 'bu JJU JJ I 5U 5 55U 5 5 -17'1 30 15 bbU 55 55 I 5 5 5 55 15 55 i d1'1 all '`_ d3 1:3 Ni'1 i00 -13 500 1;4.'1 31 5 JJI 55U 55 5 5 5 U 55 5bU Ofl ?Fi6 4HO Ir'0 d10 `,?0 1-70 :iiiq -1-1-4 4t30 "1 410 :)O 4.1-1 48n 5?0 32 J y 5 y J y 5 5 5 549 549 -Iril ::11' ?N -it"! 'i(Yi I -100 "10(1 {� -I'll -Ii"-i i4`1 1.00 -I'31 1 461 7)nn 33 52 b2U DJ2 5 32 b32 532 b:32 532 532 5 k,H i0.1 436 'Wil 34 J 4b8 4b6b 502 4UO 516 516 5 J b 516 516b 5 I %1(1 ilil ti :i?7 =I-ln -141 14 ?7+1, I tin 1-It Lla 141 Mi 41n •141 35416 b J 5U 1 5 5 5 501 ° S•-,; { -ir,1 ",'• ,1, ?r,(, : J,-I '.I, 36 a I J b a:)3 af)ti !:1? �'ti:3 .;�.1 .iF1:3 :',��1 :S"�-I anb .11? -dIt. 'i`-,J Till 3(i(i 'it 1•> 37 J I1, J 1 ('1l °17 ��i n•i oCII ''��i {��? 037 1)8 ?44 i7-I `4U 371 `111) 341 374 38 5 3 I u a l o b W.I. %100 0) 1 "11'i 9A ts"S? Alt 7 y 1 '39 1N'S 1( i �i,:1 ' 1 3(1R i.'i'i 40 G J I J5 J 3 J J .) Il '1' 11 1 99n 1- :-I li'1 -I1 011 1 �,I1 �7(3 )_, '-I ' •3.1 fi (��1 'Jt '31-, 41 J J J J o I 5 4' 'li 111') ;'(Li �''-1 141 ':fd '")fi lh1 ''')`i :)1,:; `Stj '!(A) "t1 777 'i(I(1 42 J J J "I' ;.! �Ofl 77 •�01 qfl 1Gti v,fl �, ��i �_I i t Y�1.1 964 ')R4 43 ° I J J J J 4 Dirt '!i '1 14�1 lfi!1 ,Uli ,, I' ''l'S "Y! ''1iti ,I :fl ',"!'' •)',�� ?70 44 L J G 1 J ! tl .i 1, I 1:'d 1iil 15d 199 :)oil � Idui ? :�I;� :�-I'� 1`,4 �t1 940 9VA l y J 5 J J 759— J 45 LI 1')13 �`�'� 41i 46 G ° I G 1 47 i LJ L3,1 t7 b 55 Z L J ' 1,? 171 '•1.1 17d 1,O f;1 "3 ,(i 14') ?10 :)N; 48 21 2211 . 247 2bO 244 266 L 1 325 b 353 65 ' 1 N ;s 111 11,:i ( Ui; Pli 1,1. 001 ?1(i 49 G1 J e 7 I I t I ,, ' ''39 I'll ')1 I i 7 ',10 11;) 193 ?07 50 Z G CL J J 5 I t �i i(1 i I I 1.11 1 fl tfi5 10O a Jzu 313 j3d J43 b U J 52 I I"1) 165 1N4 Zbb 53 a 54 14 r a LiSS y v l0a 1I 1'4 ill i 5 202 55 1 I� 11N 1(IG 111!, � )" I� 13r1 Inl 56 °G I lb 1 0 J r77 ; l UU i 1J� I:'� L• a n b G90 57 iiii d 58 5 110 U I 59 e 5 r"+ f)1i 1.1n 60 1, ° IOU 2U1, GJ 1 td2 36 T STANDARD LOAD TABLE/LONGSPAN STEEL JOISTS, LH-SERIES Based on a Maximum Allowable Tensile Stress of 30 ksi Joist '%pprox.Wt. Depth SAFE LOAD* Designation in Lbs,per in in lbs. CLEAR SPAN IN FEET Linear Ft. in Between 28-32 33 34 1 35 1 36 37 1 38 1 39 40 1 41 1 42 43 11 45 1 46 1. 47 1 48 24LHO3 11 24 11500 342 339 336 323 307 293 279 267 255 244 234 224 215 207 199 191 235 2.26 218 204 188 115 162 1b2 141 132 124 116 109 102 96 90 24LHO4 12 24 14100 419 398 379 360 343 327 312 298 285 273 262 251 241 231 222 214 288 265 246 227 210 195 182 169 158 148 138 130 122 114 107 101 24LHO5 13 24 15100 449 446 440 419 399 380 363 347 331 317 304 '291 280 269 258 248 308 297 285 264 244 226 210 196 182 171 160 150 141 132 124 117 24LH06 18 24 20300 604 579 555 530 504 480 457 437 417 399 381 364 348 334 320 307 411 382 356 331 306 284 263 245 228 211 197 184 172 161 152 142 24LHO7 17 24 22300 665 638 613 588 565 541 516 491 468 446 426 407 389 373 357 343 452 421 393 367 343 320 297 276 257 239 223 208 195 182 171 161 24LHOB 1 18 24 23800 707 677 649 622 597 572 545 520 497 475 455 435 417 400 384 369 480 447 416 388 362 338 314 292 272 254 238 222 208 196 184 173 24LHO9 1 21 24 28000 832 808 785 764 731 696 663 632 602 574 548 524 501 480 460 "1 562 530 501 460 424 393 363 337 313 292 272 254 238 223 209 196 24LH10 23 24 ,. 29600 882 856 832 809 788 768 737 702 668 637 608 582 556 533 511 490 596 559 1 528 500 474 439 406 378 351 326 304 285 266 249 234 220 24LH11 25 24 31200 7 900 875 851 829 807 787 768 734 701 671 642 616 590 567 544 92 588 555 1 q251 4981 472 449 1418 1 388 1361 1 337 1 315 1 294 1 2.76 259 243 33-40 lr4jof 42 1 43 1 44 1 45 1 46 1 47 1 48 1 49 1 50 1 51 1 52 1 53 1 54 55 56 28LHO5 13 28 14000 337 323 310 297 286 275 265 255 245 237 228 220 213 206 199 193 219 205 192 180 169 159 150 142 133 1.26 119 113 107 102 97 .92 28LHO6 16 28 19600 448 429 412 395 379 364 350 337 324 313 k1 291 281 271 262 253 98.9 270 253 238 223 209 197 186 175 166 156 148 140 133 126 120 28LHO7 17 28 21000 505 484 464 445 427 410 394 379 365 352 339 327 316 305 295' 285 mf 305 285 267 251 236 222 209 197 T86 176 1,66 158 150 142 ,135 28LHOB 18 28 22500 540 517 496 475 456 438 420 403 387 371 357 ,tW 331 319 308 297 348 325 305 285 268 252 236 222 209 196 185 175 165 156 148 .140 28LH09 21 28 27700 667 639 612 586 563 540 519 499 481 463 446 430 415 401 387 374 428 400 375 351 329 309 291 274 258 243 228 216 204 193 183 173 2OLH10 23 28 30300 729 704 679 651 625 600 576 554 533 513 495 477 460 444 429 415 466 439 414 388 364 342 322 303 285 269 255 241 228 215 204 193 28LH11 25 28 32500 780 762 736 711 682 655 629 605 582 561 540 521 502 485 468 453 i 498 475 448 423 397 373 351 331 312 294 27P 263 249 236 223 212 28LH12 27 28 35700 857 837 818 800 782 766 737 709 682 656 632 609 587 566 546 527 545 520 496 476 454 435 408 383 361 340 321 303 285 270 256 243 28LH13 30 28 37200 895 874 854 835 816 799 782 766 751 722 694 668 643 620 598 577 569 543 518 495 472 452 433 415 396 373 352 332 1 314 297 281 1 266 4748 49 50 51 1 52 53 1 54 55 1 56 i 57 1 58 59 60 1 61 1 62 63 32LHO6 14 32 16700 16700 338 326 315 304 294 284 275 266 257 249 242 234 227 220 214 208 211 19!! 189 119 169 161 153 145 138 131 125 119 114 108 104 99 32LHO7 16 32 18800 18800 379 366 353 341 329 318 308 298 288 279 271 262 254 247 240 233 23b 223 211 200 189 179 170 162 1b4 146 140 133 127 121 116 111 32LHOS 17 32 20400 20400 411 397 383 369 357 345 333 322 312 302 293 284 275 267 259 252 255 242 229 216 205 194 184 175 167 159 151 144 137 131 125 120 32LHO9 21 32 25600 25600 516 498 480 463 447 432 418 404 391 379 367 356 345 335 325 315 319 302 285 270 256 243 230 219 208 198 189 180 172 164 157 149 32LH10 21 32 111300 211300 571 550 531 512 495 478 462 445 430 416 402 389 376 364 353 342 352 332 315 297 282 267 254 240 228 217 206 196 186 178 169 162 32LH11 24 32 31000 31000 625 602 580 560 541 522 505 488 473 458 443 429 416 403 390 378 385 363 343 325 308 292 277 263 251 239 227 216 206 196 187 179 32LH12 27 32 36400 36400 734 712 688 664 641 619 598 578 559 541 524 508 492 477 463 449 450 428 406 384 364 345 327 311 295 281 267 255 243 232 221 211 32LH13 30 32 W600 40600 817 801 785 771 742 715 690 666 643 621 600 581 562 544 527 511 500 4110 411 444 4211 397 376 354 336 319 304 288 275 262 249 238 32LH14 33 32 118W 41800 843 826 810 795 780 766 738 713 688 665 643 622 602 583 564 547 515 495 476 458 440 417 395 374 355 337 321 304 290 276 264 251 32LH15 35 32 13200 43200 870 853 837 821 805 791 776 763 750 725 701 678 656 635 616 597 532 511 492 473 454 438 422 407 1393 1374 355 1 338 322 306 292 1 279 46 1 47-56 57 1 58 59 60 61 I 62 1 63 64 1 65 66 1 67 68 1 69 I 70 71 72 36LHO7 16 36 �6800 168M 292 283 274 266 258 251 244 237 230 224 218 212 207 201 196 191 177 168 160 153 146 140 134 128 122 117 112 107 103 99 95 91 36LHO8 18 36 8500 18500 321 311 302 293 284 276 268 260 253 246 239 233 227 221 215 209 194 185 176 168 160 153 146 140 134 128 123 118 113 109 104 100 36LHO9 21 36 P3700 23700 411 398 386 374 363 352 342 333 323 314 '106 297 289 282 275 267 247 235 224 214 204 195 186 179 171 163 157 150 144 138 133 127 36LH10 21 36 26100 26100 454 440 426 ..413 401 ..389 37.8 367 357 347 338 328 320 311 303 295 273 260 248 236 225 215 206 197 188 180 173 165 159 152 146 140 36LH11 23 36 285M 28500 495 480 465 451 438 425 412 401 389 378 368 358 348 339 330 322 297 283 269 257 246 234 224 214 205 196 188 180 173 166 159 153 36LH12 25 36 -14100 34100 593 575 557 540 523 508 493 478 464 450 437 424 412 400 389 378 354 338 322 307 292 279 267 255 243 232 222 2.13 204 195 187 179 36LH13 30 36 40100 40100 697 675 654 634 615 596 579 562 546 531 516 502 488 475 463 451 415 395 376 359 342 327 312 298 285 273 262 251 240 231 222 213 36LH14 36 36 44200I 44200 7681 755 729 706 683 661 641 621 602 584 567 551 535 520 505 492 456 434 412 392 373 356 339 323 309 295 283 270 259 247 237 228 36LH15 36 36 6600 46600 809 795 781 769 i 744 1 721 1 698 677 1 656 637 1 618 600 583 567 551 536 I 480 464 448 1 434 413 394 375 358 342 327 312 299 286 274 263 252 55 ion- INN PRO w U I P (S� cANr, -- - - - - I ► r -- , - luv-i sx 01 Nt, i RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: SPP-REST-ROOF-RIDGE Steel Code: AISC 9th Ed. 10.5 SPAN INFORMATION: LINE , M-J-I Beam Size (Optimum) = W18X40 Fy = 36.0 ksi Total Beam Length (ft) = 37.00 Cantilever on left (ft) = 8.00 Top Flange Braced By Decking LOADS: Self Weight = 0.040 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 0.00 5.40 0.00 3. 20 Yes Yes Line Loads (k/ft) : Distl Dist2 DU DL2 Pre DU Pre DL2 LL1 LL2 0.00 8.00 0.630 0. 630 0.000 0.000 0.380 0.380 8.00 37.00 0.630 0 . 630 0.000 0.000 0.380 0.380 SHEAR: Max V (kips) = 18. 76 fv (ksi ) = 3. 33 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Left Max - -102.4 8.0 8.0 1 .00 17.97 21 .60 17.97 21 .60 Center Max + 80. 4 24. 6 0.0 1 .00 14. 11 24.00 14. 11 24.00 Max - -102 .4 8.0 10. 5 1 .75 17.96 21 .60 17.96 21.60 Controlling -102.4 8.0 10. 5 1 .75 17.97 21 .60 --- --- REACTIONS (kips) : Left Right DL reaction 22. 71 7.49 Max + LL reaction 13.05 5.51 Max - LL reaction 0.00 -1 .30 Max + total reaction 35.76 13.00 DEFLECTIONS: Left cantilever: Dead load ( in) _ -0.079 L/D = 2417 Pos Live load ( in) _ -0. 356 L/D = 539 Neg Live load ( in) = 0 .301 L/D = 638 Pos Total load ( in) _ -0.436 L/D = 441 Neg Total load ( in) = 0.221 L/D = 867 Center span: Dead load ( in) at 23. 51 ft = -0.276 L/D = 1262 Live load ( in) at 23. 51 ft = -0. 339 L/D = 1027 Total load (in) at 23 . 51 ft = -0.615 L/D = 566 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: REST-ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: LINE-10. 5 @ ENTRY RIDGE Beam Size (Optimum) = W27X94 Fy = 36.0 ksi Total Beam Length (ft) = 56.00 Top Flange Braced By Decking LOADS: Self Weight = 0.094 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 56.00 0.630 0. 630 0.000 0.000 0.380 0.380 SHEAR: Max V (kips) = 30.92 fv (ksi ) = 2.34 Fv = 14. 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp FlangE kip-ft ft ft fb Fb fb Fb Center Max + 432 .9 28.0 0.0 1 .00 21 .38 24.00 21 .38 24.0( Controlling 432.9 28.0 0.0 1 .00 21.38 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 20.28 20.28 Max + LL reaction 10. 64 10. 64 Max + total reaction 30.92 30.92 DEFLECTIONS: (Camber = 1-1/2) OW Dead load ( in) at 28.00 ft = -1 . 690 L/D = 398 Live load (in) at 28.00 ft = -0.887 L/D = 758 Total load (in) at 28. 00 ft = -2 .577 L/D = 261 RAMSBEAM V2 .0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: EXT BM N OF LOBBY Beam Size (Optimum) = W24X68 Fy = 36.0 ksi Total Beam Length (ft) = 34. 00 Top Flange Braced By Decking LOADS: Self Weight = 0. 068 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 34.00 0. 750 0. 750 0.000 0.000 1 .050 1.050 SHEAR: Max V (kips) = 31 . 76 fv (ksi ) = 3.23 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp F1angE kip-ft ft ft fb Fb fb Fb Center Max + 270.0 17. 0 0.0 1 .00 21 .04 24 .00 21.04 24.0( Controlling 270. 0 17.0 0.0 1 .00 21 .04 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 13.91 13.91 Max + LL reaction 17. 85 17.85 Max + total reaction 31 . 76 31 . 76 DEFLECTIONS: Dead load ( in) at 17. 00 ft = -0 .464 L/D = 880 Live load (in) at 17.00 ft = -0. 595 L/D = 686 Total load (in) at 17. 00 ft = -1 .059 L/D = 385 wy (14 NF M - to X a ' 5 ANAL f ,COF w Lb 15 INI�1e RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: SPP-REST-ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: LINE M, btwn 10 & 11 Beam Size (Optimum) = W24X76 Fy = 36.0 ksi Total Beam Length (ft) = 30.00 Top Flange Braced By Decking LOADS: Self Weight = 0.076 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 15.00 22.70 0.00 13.00 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DU Pre DL2 LL1 LL2 0.00 30.00 0.290 0.290 0.000 0.000 0. 100 0. 100 SHEAR: Max V (kips) = 24.84 fv (ksi ) = 2.36 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 320.2 15.0 0.0 1 .00 21 .83 24.00 21 .83 24.00 Controlling 320.2 15.0 0.0 1 .00 21 .83 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 16.84 16.84 Max + LL reaction 8.00 8.00 Max + total reaction 24.84 24.84 DEFLECTIONS: Dead load ( in) at 15.00 ft = -0.472 L/D = 763 Live load (in) at 15.00 ft = -0.237 L/D = 1516 Total load (in) at 15.00 ft = -0.709 L/D = 508 lb- RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: SPP-REST-ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: LINE J, btwn 10 & 11 Beam Size (Optimum) = W21X44 Fy = 36.0 ksi Total Beam Length (ft) = 30.00 Top Flange Braced By Decking LOADS: Self Weight = 0.044 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 15.00 7.50 0.00 5.50 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DU Pre DL2 LL1 LL2 0.00 30.00 0.290 0.290 0.000 0.000 0. 100 0. 100 SHEAR: Max V (kips) = 13.01 fv (ksi ) = 1 .80 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 146.4 15.0 0.0 1.00 21 . 52 24.00 21.52 24.00 Controlling 146.4 15.0 0.0 1 .00 21 . 52 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 8. 76 8.76 Max + LL reaction 4.25 4.25 Max + total reaction 13.01 13.01 DEFLECTIONS: (Camber = 1/2) Dead load (in) at 15.00 ft = -0.547 L/D = 658 Live load (in) at 15.00 ft = -0.293 L/D = 1228 Total load (in) at 15.00 ft = -0.841 L/D = 428 is- RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: SPP-REST-ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: ROOF-TYP RAFTERS Beam Size (User Selected) = W12X14 Fy = 36.0 ksi Total Beam Length (ft) = 15.00 Top Flange Braced By Decking LOADS: Self Weight = 0.014 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 15.00 0. 340 0. 340 0.000 0.000 0. 180 0. 180 SHEAR: Max V (kips) = 4.01 fv (ksi ) = 1 .68 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 15.0 7.5 0.0 1.00 12. 10 24.00 12.10 24.00 Controlling 15.0 7. 5 0.0 1.00 12. 10 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 2. 66 2.66 Max + LL reaction 1.35 1.35 Max + total reaction 4.01 4.01 DEFLECTIONS: Dead load ( in) at 7.50 ft = -0. 157 L/D = 1146 Live load (in) at 7. 50 ft = -0.080 L/D = 2256 Total load (in) at 7.50 ft = -0.237 L/D = 760 �.i -ram_ -,-- ��F ^' �� -:mot_ � •,�' w� ___.:�� - i UJ (y o5 � # ! I ; 50, I t �'i_.Q. t_ - to RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: INT BM N OF LOBBY Beam Size (Optimum) = W24X62 Fy = 36.0 ksi Total Beam Length (ft) = 29 .00 Top Flange Braced By Decking LOADS: Self Weight = 0.062 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 14. 50 5.70 0.00 3.40 Yes Yes Line Loads (k/ft) : Distl Dist2 DU DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 29.00 0. 750 0.750 0.000 0.000 1 .050 1.050 SHEAR: Max V (kips) = 31 . 55 fv (ksi ) = 3.09 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flang( kip-ft ft ft fb Fb fb Fb Center Max + 261 . 7 14 . 5 0.0 1 .00 23.97 24.00 23.97 24.0( Controlling 261 .7 14. 5 0.0 1 .00 23.97 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 14.62 14.62 Max + LL reaction 16. 92 16.92 Max + total reaction 31. 55 31 .55 DEFLECTIONS: Dead load (in) at 14.50 ft = -0. 399 L/D = 873 Live load (in) at 14. 50 ft = -0.438 L/D = 794 Total load (in) at 14. 50 ft = -0.837 L/D = 416 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: BM EAST OF LOUNGE Beam Size (Optimum) = W21X44 Fy = 36.0 ksi Total Beam Length (ft) = 41 .00 Top Flange Braced By Decking LOADS: Self Weight = 0.044 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 41 .00 0. 300 0.300 0.000 0.000 0.250 0.250 SHEAR: Max V (kips) = 12 . 18 fv (ksi ) = 1 . 68 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp F1angc kip-ft ft ft fb Fb fb Fb Center Max + 124.9 20. 5 0.0 1 .00 18.36 24.00 18. 36 24.0( Controlling 124.9 20. 5 0.0 1 .00 18.36 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 7. 06 7.06 Max + LL reaction 5. 12 5. 12 Max + total reaction 12. 18 12. 18 DEFLECTIONS: (Camber = 3/4) Dead load (in) at 20. 50 ft = -0.895 L/D = 550 Live load (in) at 20.50 ft = -0.650 L/D = 757 Total load (in) at 20. 50 ft = -1 . 545 L/D = 318 k4 T N-- o I - ' � ► ! i I ! i ► I I 1 1 1 l I I 'W1;7x� I I I I I ► ! I i i ! ! I ' � I i I I � I � ► II ; I ►'art, I_ F --' WRr Cvrn-S (S 1- Tt� t- LANE - I IN 17 I 1 Tu, I II ! i11 I ? III RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: EXT LONG SPAN @ KIT Beam Size (Optimum) = W27X84 Fy = 36. 0 ksi Total Beam Length (ft) = 34.00 Top Flange Braced By Decking LOADS: Self Weight = 0. 084 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 34.00 1.000 1 .000 0.000 0.000 1. 500 1.500 SHEAR: Max V (kips) = 43.93 fv (ksi ) = 3 .58 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 373.4 17.0 0.0 1 .00 21 .04 24 .00 21 .04 24.00 Controlling 373.4 17.0 0.0 1 .00 21 .04 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 18.43 18.43 Max + LL reaction 25. 50 25.50 Max + total reaction 43. 93 43.93 DEFLECTIONS: Dead load (in) at 17. 00 ft = -0.394 L/D = 1034 Live load (in) at 17.00 ft = -0. 546 L/D = 748 Total load ( in) at 17. 00 ft = -0.940 L/D = 434 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: EXT SHORT SPAN @ KIT Beam Size (Optimum) = W24X68 Fy = 36. 0 ksi Total Beam Length (ft 0 Top Flange Braced By Decking LOADS: Self Weight = 0. 068 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 29.00 1.000 1 .000 0.000 0. 000 1 .500 1 .500 SHEAR: Max V (kips) = 37.24 fv (ksi ) = 3 . 78 Fv = 14. 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft ✓ fb Fb fb Fb Center Max + 270.0 14 . 5 0.0 1 .00 21 .04 24 . 00 21 .04 24.00 Controlling 270.0 14. 5 0.0 1 .00 21 .04 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 15.49 15.49 Max + LL reaction 21 . 75 21 . 75 Max + total reaction 37.24 37.24 DEFLECTIONS: Dead load ( in) at 14. 50 ft = -0 . 320 L/D = 1086 Live load (in) at 14. 50 ft = -0.450 L/D = 774 Total load (in) at 14. 50 ft = -0. 770 L/D = 452 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: REST-ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: LINE-D Beam Size (User Selected) = W24X84 Fy = 36.0 ksi Total Beam Length (ft) = 34.UU Top Flange Braced By Decking LOADS: Self Weight = 0.084 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 34.00 1.000 1 .000 0.000 0.000 1. 500 1.500 SHEAR: Max V (kips) = 43.93 fv (ksi ) = 3.88 r Fv = 14.40 MOMENTS: 1/ Span Cond Moment @ Lb Cb Tension Flange Comp Flangc kip-ft ft ft ✓ fb Fb fb Fb Center Max + 373.4 17.0 0.0 1 .00 22.86 24.00 22.86 24.0( Controlling 373.4 17.0 0.0 1 .00 22.86 24.00 --- REACTIONS (kips) : Left Right DL reaction 18.43 18.43 Max + LL reaction 25. 50 25. 50 Max + total reaction 43.93 43.93 DEFLECTIONS: Dead load ( in) at 17. 00 ft = -0.474 L/D = 860 Live load ( in) at 17.00 ft = -0. 656 L/D = 622 Total load (in) at 17.00 ft = -1 . 130 L/D = 361 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: LONG WEST BMS Beam Size (Optimum) = W16X26 Fy = 36.0 ksi Total Beam Length (ft) = 41 .00 Top Flange Braced By Decking LOADS: Self Weight = 0. 026 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre D11 Pre DL2 LL1 LL2 0.00 41 .00 0. 120 0. 120 0.000 0.000 0. 100 0. 100 SHEAR: Max V (kips) = 5 .05 fv (ksi ) = 1 .29 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp F1angE kip-ft ft ft fb Fb fb Fb Center Max + 51 . 7 20. 5 0.0 1 .00 16. 16 24. 00 16. 16 24 .0( Controlling 51 . 7 20. 5 0.0 1 .00 16. 16 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 3. 00 3.00 Max + LL reaction 2.05 2.05 Max + total reaction 5.05 5.05 DEFLECTIONS: (Camber = 1 ) Dead load (in) at 20. 50 ft = -1 .064 L/D = 462 Live load (in) at 20. 50 ft = -0. 728 L/D = 675 Total load (in) at 20. 50 ft = -1 .793 L/D = 274 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: SHORT WEST BMS Beam Size (Optimum) = W12X14 Fy = 36. 0 ksi Total Beam Length (ft) = 25.00 Top Flange Braced By Decking LOADS: Self Weight = 0. 014 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 25.00 0. 120 0. 120 0.000 0.000 0. 100 0. 100 SHEAR: Max V (kips) = 2 .93 fv (ksi ) = 1 . 23 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 18. 3 12 . 5 0 .0 1 .00 14. 73 24.00 14. 73 24 .00 Controlling 18 .3 12 . 5 0.0 1 .00 14.73 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 1. 68 1 . 68 Max + LL reaction 1 .25 1 .25 Max + total reaction 2.93 2 .93 DEFLECTIONS: Dead load ( in) at 12. 50 ft = -0.459 L/D = 654 Live load ( in) at 12 .50 ft = -0. 342 L/D = 877 Total load ( in) at 12. 50 ft = -0 .801 L/D = 375 P_. ',._i2eo!F BM A&oVF- h969 VP-- rEs rc ---- E - I loo of PaoV- Vq j - I i j I 7 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: BM @ REGISTR DESK Beam Size (Optimum) = W21X50 Fy = 36.0 ksi Total Beam Length (ft) = 31.00 Top Flange Braced By Decking LOADS: Self Weight = 0. 050 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 20.00 3.00 0.00 2 . 50 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 31.00 0.510 0.510 0.000 0.000 0.430 0.430 0.00 20.00 0. 120 0 . 120 0.000 0.000 0. 100 0. 100 SHEAR: Max V (kips) = 20. 31 fv (ksi ) = 2.57 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flang( kip-ft ft ft fb Fb fb Fb Center Max + 169.9 16.8 0.0 1 .00 21 . 58 24.00 21 .58 24.0( Controlling 169.9 16.8 0.0 1 .00 21 .58 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 11 . 37 11 .39 Max + LL reaction 8. 91 8. 92 Max + total reaction 20.28 20.31 DEFLECTIONS: (Camber = 1/2) Dead load (in) at 15. 66 ft = -0. 571 L/D = 652 Live load (in) at 15. 66 ft = -0.449 L/D = 828 Total load (in) at 15. 66 ft = -1 .020 L/D = 365 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: BM NORTH OF POOL Beam Size (Optimum) = W18X40 Fy = 36.0 ksi Total Beam Length (ft) = 28.00 Top Flange Braced By Decking LOADS: Self Weight = 0.040 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 28.00 0. 630 0.630 0.000 0.000 0.530 0.530 SHEAR: Max V (kips) = 16.80 fv (ksi ) = 2 .98 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flang kip-ft ft ft fb Fb fb Fb Center Max + 117.6 14.0 0.0 1 .00 20. 63 24.00 20.63 24.0 Controlling 117. 6 14.0 0.0 1 .00 20.63 24.00 --- -- REACTIONS (kips) : Left Right DL reaction 9. 38 9. 38 Max + LL reaction 7.42 7.42 Max + total reaction 16.80 16.80 DEFLECTIONS: (Camber = 1/2) Dead load ( in) at 14.00 ft = -0.522 L/D = 643 Live load (in) at 14.00 ft = -0.413 L/D = 814 Total load ( in) at 14.00 ft = -0.935 L/D = 359 17 0 el-6- 1 j i _ I . I i i I RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: BM ADJ TO POOL SKYLIGHT Beam Size (Optimum) = W18X35 Fy = 36.0 ksi Total Beam Length (ft) = 37.00 Top Flange Braced By Decking LOADS: Self Weight = 0.035 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 37.00 0.320 0. 320 0.000 0.000 0.280 0.280 SHEAR: Max V (kips) = 11 . 75 fv (ksi ) = 2 .21 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp F1ang( kip-ft ft ft fb Fb fb Fb Center Max + 108. 7 18 . 5 0 .0 1 .00 22 . 64 24 .00 22.64 24.0( Controlling 108. 7 18. 5 0.0 1 .00 22.64 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 6. 57 6.57 Max + LL reaction 5. 18 5. 18 Max + total reaction 11 . 75 11 . 75 DEFLECTIONS: (Camber = 1 ) Dead load ( in) at 18. 50 ft = -1 .012 L/D = 439 Live load (in) at 18.50 ft = -0.798 L/D = 556 Total load ( in) at 18. 50 ft = -1 .811 L/D = 245 RAMSBEAM V2 .0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: BM @ SIDE POOL SKYLIGHT Beam Size (Optimum) = W16X26 Fy = 36.0 ksi Total Beam Length (ft) = 23.00 Top Flange Braced By Decking LOADS: Self Weight = 0. 026 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 5.00 6. 30 0.00 5 .20 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0. 00 23.00 0.210 0.210 0. 000 0.000 0. 180 0. 180 SHEAR: Max V (kips) = 13. 79 fv (ksi ) = 3 . 51 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 63. 8 5 . 5 0.0 1 . 00 19. 93 24.00 19 .93 24.00 Controlling 63 .8 5. 5 0.0 1 .00 19.93 24. 00 --- --- REACTIONS (kips) : Left Right DL reaction 7. 65 4.09 Max + LL reaction 6. 14 3.20 Max + total reaction 13. 79 7.29 DEFLECTIONS: Dead load (in) at 10. 69 ft = -0.365 L/D = 755 -At S _. 4 I S 1�LI(,X i � I i - ---.Cox►.� _��#�_s�l�__ "' � 2 15 Lj RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: BM @ SIDES OF FOYER Beam Size (Optimum) = W21X50 Fy = 36 . 0 ksi Total Beam Length (ft) = 41 .00 Cantilever on left (ft) = 12 .00 Top Flange Braced By Decking LOADS: Self Weight = 0 . 050 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 0.00 0.91 0. 00 1 . 51 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 12.00 0.210 0.210 0.000 0.000 0. 180 0. 180 12.00 41 .00 0.210 0.210 0.000 0.000 0. 180 0. 180 0.00 12. 00 0.240 0.240 0.000 0.000 0.400 0.400 12.00 41 . 00 0.820 0 . 820 0.000 0. 000 0. 600 0.600 SHEAR: Max V (kips) = 30.65 fv (ksi ) = 3.87 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp FlangE kip-ft ft ft fb Fb fb Fb Left Max - -106. 8 12.0 12 .0 1 .00 13. 56 21 . 60 13. 56 17. 1E Center Max + 172.8 27.4 0.0 1 .00 21 .94 24.00 21 .94 24.00 Max - -106 .8 12 .0 6.8 1 . 75 13 . 56 24.00 13. 56 24.00 Controlling 172 . 8 27.4 0.0 1 .00 21 .94 24.00 --- REACTIONS (kips) : Left Right DL reaction 24. 19 14.04 Max + LL reaction 21 . 84 11 . 31 Max - LL reaction 0.00 -2 .06 Max + total reaction 46.03 25.35 DEFLECTIONS: Left cantilever: Dead load (in) = 0. 358 L/D = 805 Pos Live load (in) _ -0.564 L/D = 510 Neg Live load (in) = 0. 576 L/D = 500 Pos Total load (in) _ -0.207 L/D = 1394 Neg Total load (in) - 0.934 L/D = 308 Center span: Dead load (in) at 26. 79 ft = -0.454 L/D = 767 Live load (in) at 26. 79 ft = -0.435 L/D = 800 Total load ( in) at 26. 79 ft = -0.888 L/D = 392 RAMSBEAM V2 .0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: BM ABOVE MAIN ENTRY Beam Size (Optimum) = W21X44 Fy = 36 .0 ksi Total Beam Length (ft) = 29.00 Top Flange Braced By Decking LOADS: Self Weight = 0. 044 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 14 . 50 9 . 50 0.00 7.50 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 29.00 0. 150 0. 150 0.000 0.000 0.000 0.000 SHEAR: Max V (kips) = 11 . 32 fv (ksi ) = 1 .56 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 143. 7 14 .5 0.0 1 .00 21 . 13 24 .00 21 . 13 24.00 Controlling 143. 7 14. 5 0.0 1 .00 21 . 13 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 7.57 7.57 Max + LL reaction 3. 75 3.75 Max + total reaction 11 . 32 11 .32 DEFLECTIONS: Dead load ( in) at 14. 50 ft = -0.468 L/D = 744 Live load (in) at 14. 50 ft = -0.269 L/D = 1292 Total load (in) at 14. 50 ft = -0.737 L/D = 472 _�'�rr�. . - -----_. Tom_.,_�-- - - --• ---- +L»_. -r.-------- -- 20 ' i � I I 1 I I RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: REST-ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: LINE-13 @ NORTH Beam Size (Optimum) = W21X44 Fy = 36.0 ksi Total Beam Length (ft) = 48.00 Top Flange Braced By Decking LOADS: Self Weight = 0.044 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DU Pre DL2 LL1 LL2 0.00 48.00 0.200 0.200 0.000 0.000 0.240 0.240 SHEAR: Max V (kips) = 11 . 62 fv (ksi ) = 1 . 61 Fv = 14. 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp F1angc kip-ft ft ft fb Fb fb Fb Center Max + 139. 5 24. 0 0.0 1 .00 20. 51 24.00 20. 51 24.00 Controlling 139.5 24.0 0.0 1 .00 20.51 24.00 --- REACTIONS (kips) : Left Right DL reaction 5.86 5.86 Max + LL reaction 5. 76 5. 76 Max + total reaction 11 . 62 11 .62 DEFLECTIONS: (Camber = 1) Dead load (in) at 24.00 ft = -1 . 193 L/D = 483 Live load (in) at 24.00 ft = -1. 173 L/D = 491 Total load ( in) at 24. 00 ft = -2.366 L/D = 243 RAMSBEAM V2 .0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: EAST LINTEL HMS, MED Beam Size (User Selected) = W14X22 Fy = 36. 0 ksi Total Beam Length (ft) = 25.00 Top Flange Braced By Decking LOADS: Self Weight = 0. 022 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 25.00 0.240 0.240 0.000 0.000 0.200 0.200 SHEAR: Max V (kips) = 5. 78 fv (ksi ) = 1 .83 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 36. 1 12 . 5 0.0 1 .00 14. 94 24 .00 14.94 24.00 Controlling 36. 1 12 . 5 0.0 1 .00 14.94 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 3.28 3.28 Max + LL reaction 2. 50 2 . 50 Max + total reaction 5. 78 5. 78 DEFLECTIONS: Dead load ( in) at 12 . 50 ft = -0. 399 L/D = 752 Live load (in) at 12.50 ft = -0. 305 L/D = 985 Total load (in) at 12 . 50 ft = -0 .704 L/D = 426 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: EAST LINTEL BMS, SHORT Beam Size '(User Selected) = W12X14 Fy = 36. 0 ksi Total Beam Length (ft) = 16 . 00 Top Flange Braced By Decking 051;- W tKIA, F&A- 60NftNUrrY LOADS: Self Weight = 0. 014 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 16.00 0.240 0.240 0. 000 0.000 0.200 0.200 SHEAR: Max V (kips) = 3 .63 fv (ksi ) = 1 . 53 Fv = 14. 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 14 . 5 8.0 0 . 0 1 . 00 11 . 70 24. 00 11 . 70 24.00 Controlling 14. 5 8.0 0.0 1 .00 11 . 70 24. 00 --- --- REACTIONS (kips) : Left Right DL reaction 2. 03 2 .03 Max + LL reaction 1 . 60 1 . 60 Max + total reaction 3. 63 3. 63 DEFLECTIONS: Dead load ( in) at 8.00 ft = -0. 146 L/D = 1316 Live load (in) at 8. 00 ft = -0. 115 L/D = 1673 Total load (in) at 8.00 ft = -0.261 L/D = 737 I i I I dl 31 I LloIC �__ talc U�1 ' KvF , , • I I _ I I RAMSBEAM V2 .0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: NORTH SPANDREL Beam Size (Optimum) = W18X35 Fy = 36.0 ksi Total Beam Length (ft) = 34.00 Top Flange Braced By Decking LOADS: Self Weight = 0. 035 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 34. 00 0. 390 0. 390 0.000 0.000 0.330 0.330 SHEAR: Max V (kips) = 12 .84 fv (ksi ) = 2 .42 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flangc kip-ft ft ft fb Fb fb Fb Center Max + 109 . 1 17.0 0.0 1 .00 22 . 73 24. 00 22 . 73 24.0( Controlling 109. 1 17.0 0.0 1 .00 22. 73 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 7.23 7.23 Max + LL reaction 5. 61 5.61 Max + total reaction 12 .84 12.84 DEFLECTIONS: (Camber = 3/4) Dead load ( in) at 17. 00 ft = -0.864 L/D = 472 Live load (in) at 17. 00 ft = -0.671 L/D = 608 Total load (in) at 17.00 ft = -1 . 535 L/D = 266 RAMSBEAM V2 .0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: NORTH SPANDREL Beam Size (Optimum) = W16X31 Fy = 36 . 0 ksi Total Beam Length (ft) = 29 .00 Top Flange Braced By Decking LOADS: Self Weight = 0. 031 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DLl Pre DL2 LL1 LL2 0. 00 29 .00 0. 390 0. 390 0.000 0.000 0. 330 0. 330 SHEAR: Max V (kips) = 10 .89 fv (ksi ) = 2 . 49 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 79 . 0 14 . 5 0. 0 1 .00 20.07 24.00 20. 07 24.00 Controlling 79 . 0 14. 5 0.0 1 .00 20.07 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 6. 10 6. 10 Max + LL reaction 4. 78 4. 78 Max + total reaction 10. 89 10.89 DEFLECTIONS: (Camber = 1/2) Dead load ( in) at 14. 50 ft = -0. 616 L/D = 565 Live load (in) at 14. 50 ft = -0.483 L/D = 721 Total load ( in) at 14. 50 ft = -1 . 099 L/D = 317 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: REST-ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: LINE-J @ WEST NEAR HOTEL Beam Size (User Selected) = W16X26 Fy = 36 .0 ksi Total Beam Length (ft) = 28.00 Top Flange Braced By Decking LOADS: Self Weight = 0.026 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 28.00 0.300 0. 300 0.000 0.000 0.250 0.250 SHEAR: Max V (kips) = 8.07 fv (ksi ) = 2 .06 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp F1angE kip-ft ft ft fb Fb fb Fb Center Max + 56. 5 14 .0 0.0 1 .00 17.64 24.00 17.64 24.0( Controlling 56.5 14.0 0.0 1 .00 17.64 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 4. 57 4.57 Max + LL reaction 3. 50 3 . 50 Max + total reaction 8.07 8. 07 DEFLECTIONS: (Camber = 1/2) Dead load ( in) at 14.00 ft = -0.517 L/D = 650 Live load (in) at 14.00 ft = -0. 396 L/D = 848 Total load ( in) at 14.00 ft = -0.913 L/D = 368 . 1 �.=__ �� ,QED � •?2 _� -- —�'---� f2ct)F eftT- FOR-f�- , t3M.S e-pV — UJ i RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: EAST CORR BMS @ SOUTH Beam Size (Optimum) = W24X68 Fy = 36.0 ksi Total Beam Length (ft) = 34.00 Top Flange Braced By Decking LOADS: Self Weight = 0. 068 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 34. 00 0. 390 0. 390 0.000 0.000 0.330 0.330 0 .00 15.00 0. 360 0. 360 0. 000 0.000 0. 300 0.300 15.00 34.00 0.720 0.720 0.000 0.000 0. 600 0.600 SHEAR: Max V (kips) = 33. 66 fv (ksi ) = 3.42 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 268. 7 18.0 0.0 1 .00 20.94 24. 00 20.94 24.00 Controlling 268.7 18.0 0.0 1 .00 20.94 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 15.82 18.84 Max + LL reaction 12. 30 14.82 Max + total reaction 28. 13 33. 66 DEFLECTIONS: (Camber = 1/2) Dead load (in) at 17. 17 ft = -0. 585 L/D = 698 Live load (in) at 17. 17 ft = -0.458 L/D = 891 Total load ( in) at 17. 17 ft = -1 .043 L/D = 391 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: EAST CORR BMS @ SOUTH Beam Size (Optimum) = W16X26 Fy = 36 .0 ksi Total Beam Length (ft) = 20.00 Top Flange Braced By Decking LOADS: Self Weight = 0.026 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 20.00 0.720 0. 720 0.000 0.000 0.600 0.600 SHEAR: Max V (kips) = 13. 46 fv (ksi ) = 3. 43 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp F1angE kip-ft ft ft fb Fb fb Fb Center Max + 67. 3 10 . 0 0.0 1 .00 21 .03 24.00 21 .03 24.0( Controlling 67. 3 10.0 0.0 1 .00 21 .03 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 7.46 7.46 Max + LL reaction 6. 00 6 .00 Max + total reaction 13. 46 13.46 DEFLECTIONS: Dead load ( in) at 10.00 ft = -0.308 L/D = 780 Live load (in) at 10.00 ft = -0.247 L/D = 970 Total load (in) at 10.00 ft = -0.555 L/D = 432 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: RESTAURANT ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: EAST CORR BMS @ NORTH Beam Size (User Selected) = W16X26 Fy = 36.0 ksi Total Beam Length (ft) = 25. 00 Top Flange Braced By Decking LOADS: Self Weight = 0.026 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 16.00 0.300 0. 300 0.000 0.000 0.250 0.250 16.00 25. 00 0. 120 0. 120 0.000 0.000 0. 100 0. 100 SHEAR: Max V (kips) = 6.67 fv (ksi ) = 1.70 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 38.6 11 . 6 0.0 1 .00 12.05 24.00 12.05 24.00 Controlling 38. 6 11 . 6 0.0 1 .00 12.05 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 3.79 2 . 75 Max + LL reaction 2.88 2 .02 Max + total reaction 6. 67 4. 77 DEFLECTIONS: Dead load ( in) at 12. 25 ft = -0.277 L/D = 1083 Live load (in) at 12.25 ft = -0.209 L/D = 1436 Total load ( in) at 12 .25 ft = -0.486 L/D = 617 LD , XOD ? lox , 11m `l E T E R DATE: 03/25 GINTAUTAS PROD: SPP—RESTAURANT A A L I S SUBA 11D, 101), 1OI, A! ►; . E . C COLUMN & STORY LOADING dA - (M?nisi. 2 _ UUN NIL PRESSURE as, --- - . 1.z. _ CONT FTG ",Ii1 WIDTH fl - fP partition . - 'N ORE FTG MIN DIM it. ------------- „-- ;Fflaor N:rall or r•- oluafi • 1 II r r f r 11D , 101),�u101 , 11I O f AREA' =1215 40 zl.Lr, �L LLrEd GOAD SUMMARY .TGRY iifi Lief psf N g L span 72aarks i).d I3.2 3 ?L TTL uJi ! r 25 Ji L JJ floor... 1'1.Y •11J.Y 18.♦ 2.1, L J3 10 4 hl L"o tall.... 1.'.I RLF unif luedinq i0 ks i.5 WLL vDL wIL ------------------ ------------------ `.� span = 38 TL= 58. 7 k. CONT FTG = 1 . 5 SO FTG = 5.4 1 O A 1 1 A _... ----- -- -------------- ------------------------------------------- f. T E R DATE: 03/Z5 WINTAUTAS PROD: SPP—RESTAURAN1- A oa L I SUBJ: 10A, 11A A . E . L. COLUMN & STORY LOADING .....r i.J = :6:11 Fib Itlh AiJin ii - ;r part it!on ARE iil ai;1 DIM f 1. ------------- JAloor 11.%Maii of co'don - of ill 1 l)IY 1 1 A pit t AAA = 416 14:LL'n oiJ A,'Ahk l .10 "A AvE n; a s L span 121"Is A" ., it a 1 Jl -J ♦ iaUUi... .J. iti' 9 I JL wail.... ..J nL! un21 ivaal6q .J �LL5 .JL tll 1L - 23 .3 k. CONT rT i — i . . Sli i7s 3 . 1 .� - --- ---- ----- --.. ...... -- - ---- ----.... 9 A -------- ------------------------------------------------ — ------ P E T E R DATE: O3/25 GINTAUTAS PROJ: SPP—RESTAURANT 14 A L I S SUDJ: 9A H i C COLUMN & STORY LOADING (M)ust. 4 : ALLOY SOIL PRESSURE psi ------t 1.5 = CONT FTG MIN YIDTN ft ((-- (P)partition 2 = SQUARE FTG MIN DIM ft. - ------------- ((-- (F)floor 1)rall or STORY (E)tolurn U -t P tr Pu 9A plf AREA = '52 6<:LLR DL LLred LOAD SUMMARY �T08Y ,'iPE LIVE psi J & L spao marks ".1 J.? fD PL it ----- -- "OF - �j 14 L 13 flDGf... a.. ?.i - 5.9 -15.0 l " JL 114 L is iloor... 3.1 JN 10 a h 26 call.... 1.0 KLF unif loidinq 0.5 0.3 0.8 vLL rDL OL ------------------ ------------------ span - I8 TL= 15.0 k. CONT FTG = 1 . 5 SA FTG = 2.7 ------ ---- ---- ----- ---- - ------ ----------------------------- L X ------------------------------_—--._—.---.-----_—_---__.-_-.------ P E T E R DATE: 03/25 1 GINTAUTAS PROD: SPP—RESTAURANT N A L I S SUBS: 12I A E C COLUMN & STORY LOADING 2 = ALLOW SOIL PRESSURE psf -------T 1.5 = CONT FIG MIN WIDTH ft SQUARE FTG MIN DIM It. ^ ------------• .,-- J"flour ------------- - (W;rall or IORY ,C;toluin P or Pu 7 121 Of AREA = 858 IOZ=LLR -L LLred LOAD SUMMARY STORY ;YPE LB E psf W & L spai reiarks "' .5 4i. P6 PL IL •-- - - -L iluGr... 12.9 4D.JAGOF 5 5 : J2 iJ L Iloor... L,.J H wall.... kLF uoif loading 0.8 uA 1.2 eLL wDL rTL ------------------ ------------------ span = D3 TL= 40.3 k. CONT FTG 1 . 5 S9 FTG = 4. 5 ------ ---- ---- ----- ---- ---- ------- ----------------------------- ---------------------------------------------------- ' E T i R DATE: 03/A5 G114TAUTAS PROD: SPP—RESTAURANT �,id L i 3 SUBS: 1 2N :+ C COLUMN & STORY LOADI14G d'o - Cliiiist. = ',LLGW '"'OIL PRESSURE psi I. =ONT FTG 114 WIDTH fI -- •:P partition l JQUARE FTG MIN DIM ft. J . ............ - .. -F;fiuur -- ------- „- A-14ail or STGEf � ;i�Culdiri 1L14 J --- 'Mir n EA = :58 :.=LLfi �:.a� LUMP:!" "UMMAF,Y---- JIGRi PE LisE Pit L �;au 2idte; .. .J D FL TL uJF L -_J hour... LL lJ L 16 -0o ... J • i'1 i n Jd1i.... aLi 4,,1i .ua31DQ .1 J.5 earl = lu L= 1;. L r.. CDh1T i T G = 1 . 5 SQ FTG — J 7 - 4,-F P E T E R DATE: 03/25 GINTAUTAS PROD: SPP—RESTAURANT N A L I S SUBJ: 7.4J A . E . C COLUMN & STORY LOADING A# -- ;M)�ist. 2 = ALLOW SOIL PRESSURE psf -------* 1,5 = CONT FTG MIN WIDTH ft -- ,P>pirtition 2 = SDUARE FTG MIN DIM ft. ------------- -- (F)6fI cc. r ; ------------- Y>rall cr STGRY tC,coluAn or Pu -� 7 . 4J --------- Of AREA = 230 8t=LLR DL LLred LOAD SUMMARY CTORY TYPE LIVE psf W & L span resarks 7.0 6.5 PD PL Tl ---- ------- ---- ----- ----- ----- ----- ;GGF F L 15 it L 2'3 floor... 1.0 ?.0 6.5 15.4 F J4 10 L 28 floor... 0.0 W h mall.... KLF unif loading 4.7 0.2 0.6 ml1 rDl mTL ------------------ ------------------ span = 28 TL= 15.4 k. CONT FTG = 1 . 5 SA FTG 7 t-J P E T E R DATE: 03/A5 GINTAUTAS PROD: SPP—RESTAURANT N A L I S SUBJ.- 7N ., . E . C COLUMN & STORY LOADING ;2 „ - Xi'sC. ^ = ALLOW SOIL PRESSURE psf -- --* 1.5 = CONT FTG MIN WIDTH ft P`partition 2 = SQUARE FTG MIN DIM ft. J ------------- „ - ;F>flour ------------- „-- :W)tali or STGRY :C;colu�n V �-Y ' ? ur f•u 7N plf AREA 4 1 . LLR - DL LLred LEAD SUMMARY _-- JlN i iYPE LIVE Nst Y & L b-an ,aias i�.? ?.9 rD iL IL -.o lour...----- -L ✓4. it L i" iilirlr... 11.0 7 y h tail.... i.'d KLF aii loadiop 0.5 ).7 0.8 ru tDL mTL ipan = '16 TL= �0. � r�. CO FTG _ 1 . 5 SA FTG = .;.2 10LT 11�T ..-------- -__---------•------------_---------------------------------•- P E T E R DATE: 03/25 GINTAUTAS PROD: SPP—RESTAURANT N A L I S SUBJ: 10J. 11J A E C COLUMN & STORY LOADING y1 - M>�isc. ^ = ALLOW SOIL PRESSURE psf *------* 1.5 = CONT FTG MIN WIDTH ft -- <::^)partition 2 = SQUARE FTG MIN DIM ft. ------------- ;F>floor :N)rail or srosr ; ; !C>colm *-1 P or Pu 10J, 111 ------ ---- --- ----- ---- ---- ------- ----------------------------- Of AREA = 224 4'=LLR DL LLred LOAD SUMMARY "DAY TYPE LIVE psi N & L span reaarks 12.2 JA F-D PL TL ---- - - ----- ----- ----- ----- ROOF F L 25 6 L N floor... i.6 12.Z 5.4 17.5 i j2 o L 24 floor... 4.6 1 14 10 h 50 rall.... 5.0 OF unif ioadiaq r 25 6 L 10 iloor... 0 v.1 J.r 0.7 '02 3 L 10 floor... 2.6 .LL wK rTL ------------------ i span = 24 TL= 17. 5 k. CONT FTG = 1 . 5 SO FTG = 3.0 9 L P E T E R DATE: 03/25 GINTAUTAS PROD: SPP—RESTAURANT N A L I S SUBJ-. 9L A E C COLUMN & STORY LOADING ;M a st. = nLL3N SOIL PRESSURE psi 1.5 = CANT rio MIN NI➢TH ft ;P>partition 2 = SQUARE FTG MIN DIM ft. -------------., ..-- ;F)floor J ------------- ' - "Evali or J I J� colou 1 T 1 !1 �-} P or Flu 9L plf AREA = 772 =LLR vL LLreo LOAD SUMMARY J STURY .','PE LIVE psf N & L span reaarks a:.2 PD PL TL ROOF F 25 24 L---- floor... ir.3 '%Z 12.2 aJ.S -2 A L h -all.... ALF unif hadinq 9.2 L 4 1.1 rLL OL rTL span = 4� TL= 37. 5 k. CONT FTG = 1 . 5 SA FTG = 4 . 3 6 L P E T E R DATE: 03/25 GINTAUTAS PROD: SPP—RESTAURANT N A L I S SUBJ: bL A E C COLUMN & STORY LOADING (Mimic[. 2 = ALLOY SOIL PRESSURE psf ---•-* 1.5 = NNT FTG MIN WIDTH ft (P)partition ? = SAUARE FTG MIN DIM ft. ------------- ,-- CT f1Dor ------------- ' <:Y:-wall or ST0R7 ; :Ciolumn -� 5 L plf AREA = ',14 iiti=LLR 'L Llred LOAD SUMMARY SIDRY TAPE LIME psf Y 6 L -,Pip remarks 12.2 LI PD PL TL --•• ------ -- ----- ----- ----- uDF 5 17 L 22 floor... 4.4 12.8 8.1 20.4 �2 13 L 22 floor... 12.0 1 1, I h 22 wall.... 'J.4 ELF unif loadimq 0.6 0.4 1.0 wll wDL vIL ------------------ ------------------ span = 22 TL= 20. 9 k. CONT FTG = 1 . 5 SO FTG = 3.2 I .�K F' Lc-' T E R DATE:---- ----03/25 --- — —_ _ _ _ _ _ -- GINTAUTAS PROD: SPP—RESTAURANT N A L I -a SUBJ: 13K A E C COLUMN & STORY LOADING misc. 2 = ALLOY HU PRESSURE psf 1. CONT FTG MIN WIDTH ft „ - ,P:partition 2 = SNU'RE FTG MIN DIM ft. --- ------ - F;i1Gur ------------- ; ;Ccolamn , 1 J 1i ------ .--- ---- ----- ---- ---- ------- ----------------------------- Of MREA = 208 Sy=LLR DL LLred LOAD SUMMARY S+DRY YPE IL vsf 8 1 L span remarks ;.; 'A rD PL I ;•JOF _ o :o f ... - - - --L luor ..0 12. L :6 floor... o.i 11 20 wall.... ..v OF unif loadanq .I wLL dial ril span = 2u +L= 1;` . 7 k. CONT FTG = 1 . 5 SO FTG = 2. 5 1 011 , 1 1 in ------------------------ P E T E R DATE: 03/25 GINTAUTAS PROD: SPP—RESTAURANT "1 N A L I S SUBJ: ion, 11M A . E . C COLUMN & STORY LOADING --------- -------------------------------------------------------- 11 Cc-- tM�:isc. YF" I �jR$ E ff sf RE� T�IMIN� � f . " - - -- t<-- T>floor ST�RY I I ",�/COlr�n +4' rfP -rPu 10M, 11P� ------ ---- ---- ----- ---- ---- ------- ----------------------------- O f AREA = 704 JJw=LLR DL Llred LOAD SUMMARY -� STORY TYPE LIVE psf V & L span renarks 22,2 10.3 PD PL TL - ---- ------- ----- ----- ----- ----- ----- ROOF F L 25 15 L 32 floor... 12.0 22.2 10.3 32.5 F 32 15 L 32 floor... 15.4 Y 19 4 A 32 rill.... 1.3 KlF unif loading F 25 14 L 16 floor... 5.6 9.1 0.3 1.0 F L 15 14 L 16 floor... JA rLL rDL rTL ------------------ ------------------ � i`,i11'tillfilVlf111 span = 32 TL= 32. 5 k. CONT FTG = 1 . 5 SA FTG = 4,0 7 — 4L ————— ————— ——--—- ———————--------------------- P E T E R DATE: 03/25 GINTAUTAS PROJ: SPP—RESTAURANT N A L I S SUBJ: 7.4L A . E . C COLUMN & STORY LOADING 11 -- (M)a sc. 2 = ALLOY SOIL PRESSURE psf �------+ 1.5 = CONT FTG MIN VIDTH ft :C-- 'T>partition 2 = SQUARE FTG MIN DIM ft. J -- - <-- {F'floor :- <;Yra11 or STORY ,C;coluu P or Pu 7 . 4L ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = 616 23:=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf V & L ;pan reiarks 19.1 11.1 PD PL TL --- - -- ----- ----- ---- ----- ----- ,OOF i5 L 23 Iloor... i5.4 19.1 11.1 J0.8 L i3 tlUor... 17.. CLF unif loading 0.7 0.4 1.1 rLL dL rTL ------------------ ------------------ 1',i'.f 11'.lil'�l�1�f1 span = iD TL= 30.8 k. CONT FTG = 1 . 5 SO FTG = 3.9 Sr D 9 I ----------------------------------- — — - -- - -- P E T E R DATE: 03/25 GINTAUTAS PROD: SPP—RESTAURANT N A L I S SUBJ: 9D. 9I A . E . C COLUMN & STORY LOADING --------- --------------------•----------------------------------- 11 2 = ALLOW SOIL PRESSURE psf +------+ 1.5 = CONT FIG MIN WIDTH it CC-- Uipartition 2 = SQUARE FIG MIN DIM it. r ^ ------------- {{-- {f}floor - ------------- {{-- {Y}wall or STORY ; CC}colwee r rr V +-+ 1/ P or Po 9D, 9I Of AREA = 722 34Z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf Y & L spin marks 24.6 It.? PD PL TL ---- ------ - --- ----- ----= ----= ----- ROOF F L 25 19 L 38 floor... 18.1 24.6 11.9 36.5 F 32 19 L 3B floor... 23.1 Y 10 4 h 38 wall.... 1.5 KLF eeif loading 0.6 0.3 1.0 wLL wDL wTL ------------------ ------------------ J1l1/1/1/\/1/1!1/1 span = 38 TL= 36. 5 k. CONT FTG = 1 . 5 SA FTG = 4.3 ------ ---- ---- ----- ---- ---- ------- ----------------------------- JL 1 31{ --------- --------------------------------------------------------- P E T E R DATE: 03/25 GINTAUTAS PROJ: SPP—RESTAURANT N A L I S SUBJ: 13H, 13K A . E . C COLUMN & STORY LOADING ------------------------------------ — — — — --- 0 {M}eisc. 2 = ALLOY SOIL PRESSURE psf +------+ 1.5 = CORI FTG MIN YIDTM it {{-- CP}partition 2 = SQUARE FTG MIN DIM ft. ---r r r r ' --------- {{-- {F}flaor ------------- :{-- {Y}wall or STORY tX,coluen u n a -+ r or 'ru 13H, 13K Of AREA = 722 34Z=LLR �-L LLred LOAD SUMMARY STORY TYPE LIVE psf Y & L span marks 24.6 11.7 PD PL IL ROOF F L 25 19 L :3 floor... 18.1 24.6 11.9 36.5 F 32 1? L A floor... 2LI Y 10 4 h wall.... 1.5 KLF unif loading 0.6 0.3 1.0 wll wDL wTL ------------------ ------------------ spin = 3B TL= 36. 5 k. CONT FTG = 1 . 5 SA FTG = 4. 3 HOTEL RESTAURANT OFFICE SMOKEY POINT PROPERTIES HOTEL AND OFFICE COMPLEX BIND ANALYSIS NORTH-SOUTH DIR --------- ------------------------------------------------------------- P E T E R DATE: 28-Nov GINTAUTAS PROJ: SPP, OFFICE N A L I S SUBJ:DIR: NS <EW><NS> A . E . C MIND ANALYSIS UBC wiod4 --------- ------------------------------------------------------------- PRO+TIDE THE FOLLOWING: MACROS ------------------------------------------------------ -- -------------------- C (--EXPOSURE FACTOR <C><D> 1P TO PRINT W/0 ZEROS SHEAR STORY HT. 121 = BLDG LENGTH ----- a> Build, forest >20ft, over 20Z Area w/i Ili 2 1 ,1\ PARAPETtROOF <C> Flat & Open, over 1/21i. 28.2 10.5 "",.::':;, THIRD <D> flat, near open water 65.° 10.5 :':':::::::' SECOND 100." 10.5 FIRST 45.5 HEIGHT = MAX BUIL➢ING HEIGHT 134.: 12 80 <<< MPH = DESIGN WIND SPEED 1 <el' 1 = OTHER and 1.15 = ESSENTIAL ----- store SUM & lid STORY STORY siory S'dEAk SHEAR MOMENT WIND PRESSURE SUMMARY STORY NAME ht x wide ht= KIPS RIPS SHEAR DIAGRAM K-FT MOMENT DIAGRAM ------------------------------ ------------ ---- ---- ----- ----- ------ ------------- ------- -------------- Ce x Ce x Os x I = PRESSURE PARAPET ROOF 2 121 41.5 HEI"saT �e Cq is i osf fl ----- ---- x --- a3.`: 28.2 2?.2 ++ ----- ---- --- ---- --- ---- STORY->THIRD 10.5 1'21 33.3 23.2 28.2 ++ 296 . 15 1.06 1.4 16.4 1.0 N.'' .3 fl ----- ---- x --- 33.3 37.7 65.9 ++++ + 20 1.13 1.4 16.4 1.0 25.9 <= STORY->SECOND10.5 121 27.P 31.1 65.9 ++++ 909 ++ 25 1.19 1.4 16.4 1.0 27.3 <= fl ----- ---- x --- 22.5 34A 100.5 +++++++ ++++ 30 1.23 1.4 16.4 1.0 28.2 t= STORY-)FIRST 10.5 121 17.3 34.6 100.5 +++++++ 2044 +++++ 40 1.31 1.4 16.4 !A 30A <= fl ----- ---- I --- 12.0 33.6 134.1 ++++++++++ +++++++ 60 1.43 1.4 16.4 1.0 32.0 STORY->• 12 121 6.0 33.6 134.1 ++++++++++ 3652 ++++++++++ 30 1.53 1.4 16.4 1.0 3%l fl ----- ---- x --- 100 1.61 1.4 16.4 !.0 37.0 STORY-> fl ----- ---- x --- EXPOSURE. HT. GUST FACTOR Ce ------------------------------ HEIGHT Ce Ce Ce ft 8 _ n ----- ---- ---- ---- 15 20 0.67 1.13 1.45 25 0.12 I. 1.50 30 0.76 1.23 1.54 40 0.84 1.31 1.62 60 0.95 :.43 1.13 80 1.04 1.57 :.81 !04 1.13 !.61 1.80 PRESSURE COEFFICIENT Co ------------------------------ heioht less than 40ft 1.3 heieht oreater than 40ft 1.4 WIND PRESSUH BASED ON MAXIMUM WIND SPEED ------------------------------ wiies/Os = has-IC wind press ----- ------------------------ '0 12.6 psf 80 16.4 asf 90 2➢.3 p5i 110 31.0 Dsf 120 'E.9 osf 13C 43.3 psf ------------------------------ MIND ANALYSIS EAST-WEST DIR --------- ------------------------------------------------------------- P E T E R DATE: 28-Nov GINTAUTAS PROD: SPP, OFFICE N A L i S SUNAIR: EN (EW>(NS) A . E . C WIND ANALYSIS UBC viod4 --------- ------------------------------------------------------------- PROVIDE THE FOLLOWING: MACROS ------------------------------------------------------ -- -------------------- C <--EXPOSURE FACTOR 4B>(D 1\ 1P TO PRINT W/O ZEROS SHEAR STORY HT. 101 = BLDG LENGTH ----- (B) Build. forest >24ft. over 20% Area r.+i !11 2 ll/111111111 PARAPETiROOF <C;. Flat & Open, over 112ti. 23.d 10.5 "'"" THIRD fD> flat, near open rater 55.0 10.5 """" SECOND 83.9 10.5 ""';';.... FIRST 45.5 HEIGHT = MAX BUILDING HEIGHT 114.1 12 00 <;C MPH = DESIGN WIND SPEED 1 (<.0 1 = OTHER and 1.15 = ESSENTIAL ---- story SUM & #id STORY STORY story SHEAR SHEAR MOMENT WIND PRESSURE SUMMARY STORY NAME ht x ride hts KIPS KIPS SHEAR. DIAGRAM K-FT MOMENT DIAGRAM ------------------------------ ------------ ---- ---- ----- ----- ------ ------------- ------- -------------- Ce x Co x 8s x I = PRESSURE PARAPETIROOF 2 101 45.5 HEIGHT Ce Co Os I psi fl ----- ---- x --- 43.5 23.6 23.6 ++ ----- ---- --- ---- --- ---- S10RY-,THIRD 10.5 101 38.3 23.6 23.6 ++ 247 . 15 1.06 1.4 16.4 1.0 24.3 C= fl ----- ---- x --- 33.0 31.5 55.0 ++++ + 20 1.13 1.4 16.4 1.0 25.9 (= STORY->SECOND10.5 101 27.8 31.5 55.0 ++++ 825 ++ 25 1.19 1.4 16.4 1.0 27.3 C= fl ----- ---- x --- 22.5 28.8 83.9 +++++++ ++++ 30 1.23 1.4 16.4 1.0 28.2 (= STORY->FIRST 10.5 101 17.3 29.8 83.9 +++++++ 1706 +++++ 40 1.31 1.4 16.4 1.0 30.1 '= fl ----- ---- x --- 12.0 30.2 114.1 ++++++++++ ++++.++ 60 1.43 1.4 16.4 1.0 32.8 STORY-) 12 '16 6.0 30.2 114.1 ++++++++++ 3075 ++++++++++ 80 1.53 1.4 16.4 1.0 35.1 fl ----- ---- x --- 100 1.61 1.4 16.4 1.0 37.0 STORY-) fl ----- ---- x --- EXPOSURE, HT, GUST FACTOR Ce ------------------------------ HEIGHT Ce Ce Ce ft B C D ----- ---- ---- ---- 15 0.62 1.06 1.39 20 0.61 1.13 1,45 215 0.7^ 'J ' 50 '0 0.16 ' ^' 1.54 40 0.31 1.'sl 1.62 60 0.95 1.43 1.73 80 i.04 !.53 !.81 100 1.13 1.61 _88 PRESSURE COEFFICIENT Co ------------------------------ heioht less than 40ft 1.3 heioht oreater than 40ft 1.4 WIND PRESSURE BASED ON MAXIMUM WIND SPEED ------------------------------ eiles/As = basic rind press ----- ------------------------ NA osf 3D 1d.4 ;5f 90 20.9 psi 100 25.ii 110 31.0 osf 12"v 36.9 psi IN 43.3 p5f ------------------------------ SEISMIC ANALYSIS BOTH DIR --------- ------------------------------------------------------- PETER GINTAUTAS PROD:SPP, OFFICE DATE: 18-Nov-96 N A L I S SUBJ: DIR: BOTH 1VXWSXBOTH► A . E . C SEISMIC ANALYSIS UBC --------- ------------------------------------------------------- MIN ACT LEVEL TYPE L W AREA PSF PSF' 474 = k, story weight TYPE PSF DESCRIPTION ----- ----- ---- ---- ----- =-= --- ------------------------- --- -- ROOF W 102 120 2220 16 35.5 = EXT WALL IT fpsf) R 20 = ROOF IT (psf) HT= 10 P 102 120 6120 12 73.4 = PART (psf fl area) W 16 = EXT WALL IT (p5f) BELOW R 102 120 12240 20 244.8 = ROOF IT (psf) P 12 = PART (psf fl area) CW 120 10 1200 100 120.0 = 2' CONC WALL 'psf) F 60 = FLOOR IT (psf) R 20 TR 18 = TILE ROOF (psf) R 20 CF 16 = GYPCR FLOOR (psf) R 20 CV 100 = 8' CONC WALL (psf) MIN ACT 0 80 = OTHER (psf) LEVEL TYPE L W AREA PSF PSF 1072 = k. Story weaoht ----- ----- --- --- ------------------------- 4-TH W 102 120 4440 16 71.0 = EXT WALL IT 45f) ENTER--` 64 = BUILDING WIDTH HT= 10 P 102 120 12240 12 146.9 = PART (psf fl areal BELOW F 102 120 12240 60 734.4 = FLOOR IT (psf) +----------+ CW 120 10 1200 100 120.0 = 8' CONC WALL (psf) ; wt.= 474 ; ROOF F 60 +----------+ r 60 ; F 60 shear=84.2 k. MIN ACT LEVEL TYPE L W AREA PSF PSF 1072 = k. story weight +----------+ _____ ____ ____ _____ ___ ___ I i wt.=1012 4-TH 3-RD W 102 120 4440 16 71.0 = EXT WALL IT (psf) +----------+ HT= 10 P 102 120 12240 12 146.9 = PART (psf fl area) BELOW F 102 120 12240 60 7N A = FLOOR IT fpsf) shear=229. k. CW 120 10 1200 100 120.0 = 8' CONC WALL (psf) F 60 +----------+ F 60 ; wt.=1072 ; 3-R➢ F 60 +----------+ MIN ACT " LE'VIL TYPE L W AREA PSF PSF 1131 = k. story weight shear=329. k. ----- ----- ---- ---- ----- === --- ------------------------_ 2-ND W 102 120 5328 16 85.2 = EXT WALL IT (psf) +--- -----+ HT= 12 P 102 120 12240 12 146.9 = PART fpsf fl area) ' wt.=1131 ; 2-ND BELOW F 102 110 12240 60 734.4 = FLOOR IT (psf) +----------+ CW 120 10 1200 100 120.0 = 9' CONC WALL (psf) R 124 18 2232 20 44.6 = ROOF IT (psf) shear=386. k. F 60 ; F 60 lllllfillilll 3 (,.. 7 =SEISMIC "ONE <1?C2r(3?(4.:(seattle=3• _% 0.33 = T talc non-ductile 1 <1 I =IMPORTANCE <;1;(1.15)(1.5> B.9 = Ft talc ----- 96.7 = Ft sax 8 (e Rw =DUCTILITY, B = ply hox lees than 3-siorie5 _% 0.0 = Ft used if T (.7 ----- 6 = other light wood framing 7 6 = masonry shearwalls 0.344 = CfRw :al_ 1.5 (( S3 =SOIL PROFILE ( 1.5 = tedium stiff )0.075 = ClRw tin .94 = C talc 0.30 = zone value 2.75 = C sax 1.00 = isportance 9.00 = ductility =4.103 = 2IC= seismic factor 2.75 = sail and flexibility ZIC/RW = 0 . 10 & Vmax = 386. 7 k kips ft-kios FLOOR _LATER ENTER STORY SEISMIC OVERTURNING LEVEL FLOOR STORY SUM OF SHEAR SHEAR MOMENT BELOW WEIGHT 4EIGHT STORY HIS w/Ft DIAGRAM DIAGRAM UPPER 473.7 k ---- ----- ----- a 10 ft. 42 ft. 84.2 +++ 4-TH 1072. % 84 +++ 942 + ----- ----- 2 10 ft. 32 ft. 145.2 ++++++++++ ++++ 3-RD 1072. k 229 ++++++++++ 3136 +++++++ ----- ----- ? 10 f1. N ft. 99.8 ++++++++++++++ +++++f+++++ 2-ND 101. k 329 ++++++++++++++ 6429 +++++++++++++++ ----- ----- ? 12 ft. 12 ft. 57.4 +++++++++++++++++ ++++++++++++++++++++ 307 +++++++++++++++++ 11068 ++++++++++++++++++++++++++ 1-7,57 35 n ' 4-1 I i . I I I - i - � jws -- mr-F� NO - 4 , 090 - Owfa wV&x14 4d WV = gC�i � 05, 04-0 o S' $ ' << <s RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: OFFICE TYP HMS Steel Code: AISC 9th Ed. SPAN INFORMATION: 4-LINTEL BM Depth Limitation specified ( in) = 36 .00 Beam Size (User Selected) = W16X26 Fy = 36.0 ksi Total Beam Length (ft) = 30.00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness ( in) 5.00 5.00 Unit weight concrete (pcf) 110.00 110.00 V c (ksi ) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VERCO W3 Formlok VERCO W3 Formlok Distance to Adjacent (ft) Beam: 8.00 Edge: 1.00 beff (in) = 57. 00 Y bar(in) = 17.55 Seff (in**3) = 60.35 Str (in**3) = 78.84 Ieff ( in**4) = 864. 18 Itr (in**4) = 1338.58 Stud length (in) = 4.50 Stud diameter (in) = 0.75 Stud Capacity (kips) q = 8. 1 # of studs: Full = 40 Partial = 10 Actual = 10 Number of Stud Rows = 1, Percent of Full Composite Action = 29.46 LOADS: Self Weight = 0. 026 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 30.00 0. 510 0. 510 0.250 0.250 0.200 0.200 SHEAR: Max V (kips) = 11 .04 fv (ksi ) = 2 .82 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Pre DL 31 . 1 15.0 --- 9. 71 24.00 9.71 24.00 Max + 82.8 15.0 --- --- Mmax/Seff 16.47 , 24.00 --- --- Mprecmp/Sx+Mpost/Seff 20.00 32.40 --- Controlling 82.8 15.0 --- --- 16.47 24.00 --- --- fc (ksi ) = 0.24 Fc = 1 . 35 REACTIONS (kips) : Left Right Initial reaction 4. 14 4. 14 DL reaction 8.04 8.04 Max + LL reaction 3.00 3.00 Max + total reaction 11 .04 11 .04 DEFLECTIONS: (Camber = 1/2) Initial load ( in) at 15.00 ft = -0.577 L/D = 624 Live load (in) at 15.00 ft = -0. 145 L/D = 2475 Post Comp load (in) at 15.00 ft = -0.335 L/D = 1076 Total load (in) at 15.00 ft = -0.911 L/D = 395 RAMSBEAM V2 .0 - Gravity Beam Design Licensed to: NALYS=AEC Job: OFFICE TYP BMS Steel Code: AISC 9th Ed. SPAN INFORMATION: 4-INTERIOR BM Depth Limitation specified (in) = 36.00 Beam Size (Optimum) = W16X26 Fy = 36.0 ksi Total Beam Length (ft) = 30.00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness (in) 5 .00 5.00 Unit weight concrete (pcf) 110.00 110.00 V c (ksi ) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VERCO W3 Formlok VERCO W3 Formlok Distance to Adjacent (ft) Beam: 8.00 Beam: 8.00 beff (in) = 90.00 Y bar(in) = 18.63 Seff (in**3) = 65.26 Str (in**3) = 81.80 Ieff (in**4) = 1026. 80 Itr (in**4) = 1473.78 Stud length (in) = 4.50 Stud diameter (in) = 0.75 Stud Capacity (kips) q = 8. 1 # of studs: Full = 40 Partial = 13 Actual = 13 Number of Stud Rows = 1, Percent of Full Composite Action = 38.30 LOADS: Self Weight = 0.026 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 30.00 0.720 0. 720 0.400 0.400 0.400 0.400 SHEAR: Max V (kips) = 17. 19 fv (ksi ) = 4.38 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flangc kip-ft ft ft fb Fb fb Fb Center Pre DL 47.9 15.0 --- --- 14.98 24.00 14.98 24.0( Max + 128.9 15.0 --- --- Mmax/Seff 23.71 , 24.00 --- -- Mprecmp/Sx+Mpost/Seff 29 .88 32.40 --- Controlling 128.9 15.0 --- --- 23. 71 24.00 --- - fc (ksi ) = 0.29 Fc = 1 . 35 REACTIONS (kips) : Left Right Initial reaction 6. 39 6.39 DL reaction 11 . 19 11 . 19 Max + LL reaction 6.00 6.00 Max + total reaction 17. 19 17. 19 DEFLECTIONS: (Camber = 3/4) Initial load (in) at 15.00 ft = -0.890 L/D = 405 Live load (in) at 15.00 ft = -0.245 L/D = 1470 Post Comp load (in) at 15.00 ft = -0.441 L/D = 817 Total load (in) at 15.00 ft = -1 . 330 L/D = 271 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: OFFICE TYP BMS Steel Code: AISC 9th Ed. SPAN INFORMATION: 4-INTERIOR SHORT BM Depth Limitation specified ( in) = 36 .00 Beam Size (User Selected) = W14X22 Fy = 36.0 ksi Total Beam Length (ft) = 21 .00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness (in) 5.00 5.00 Unit weight concrete (pcf) 110.00 110.00 f 'c (ksi ) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VERCO W3 Formlok VERCO W3 Formlok Distance to Adjacent (ft) Beam: 8.00 Beam: 8.00 beff (in) = 63. 00 Y bar(in) = 16.49 Seff (in**3) = 47.49 Str (in**3) = 64.00 Ieff (in**4) = 631 . 58 Itr (in**4) = 1018.09 Stud length (in) = 4.50 Stud diameter (in) = 0.75 Stud Capacity (kips) q = 8. 1 # of studs: Max = 21 Partial = 8 Actual = 8 Number of Stud Rows = 1, Percent of Full Composite Action = 27.89 LOADS: Self Weight = 0. 022 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 21 .00 0. 720 0. 720 0.400 0.400 0.400 0.400 SHEAR: Max V (kips) = 11 .99 fv (ksi ) = 3 . 79 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flang kip-ft ft ft fb Fb fb Fb Center Pre DL 23.3 10. 5 --- --- 9.63 24.00 9.63 24.0 Max + 63.0 10. 5 --- --- Mmax/Seff 15.91 , 24.00 --- -- Mprecmp/Sx+Mpost/Seff 19.66 32.40 --- Controlling 63. 0 10. 5 --- --- 15.91 24.00 --- -- fc (ksi ) = 0.21 Fc = 1 . 35 REACTIONS (kips) : Left Right Initial reaction 4.43 4.43 DL reaction 7. 79 7.79 Max + LL reaction 4.20 4.20 Max + total reaction 11 . 99 11 .99 DEFLECTIONS: Initial load ( in) at 10. 50 ft = -0. 320 L/D = 787 Live load ( in) at 10. 50 ft = -0. 096 L/D = 2637 Post Comp load (in) at 10. 50 ft = -0. 172 L/D = 1465 Total load (in) at 10. 50 ft = -0.492 L/D = 512 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: OFFICE TYP BMS Steel Code: AISC 9th Ed. SPAN INFORMATION: 4-INTERIOR SHORT BM Depth Limitation specified (in) = 36 . 00 Beam Size (User Selected) = W12X14 Fy = 36.0 ksi Total Beam Length (ft) = 15.00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness (in) 5.00 5.00 Unit weight concrete (pcf) 110.00 110.00 f 'c (ksi ) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VERCO W3 Formlok VERCO W3 Formlok Distance to Adjacent (ft) Beam: 8.00 Beam: 8.00 beff (in) = 45. 00 Y bar( in) = 15.07 Seff (in**3) = 27.21 Str (in**3) = 38.50 Ieff ( in**4) = 332. 62 Itr (in**4) = 556.52 Stud length (in) = 4.50 Stud diameter (in) = 0.75 Stud Capacity (kips) q = 8. 1 # of studs: Max = 15 Partial = 5 Actual = 5 Number of Stud Rows = 1, Percent of Full Composite Action = 27.20 LOADS: Self Weight = 0.014 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 15.00 0. 720 0. 720 0.400 0.400 0.400 0.400 SHEAR: Max V (kips) = 8. 51 fv (ksi ) = 3. 57 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Pre DL 11 . 6 7.5 --- --- 9. 38 24.00 9.38 24.00 Max + 31 .9 7. 5 --- --- Mmax/Seff 14.07 , 24.00 --- --- Mprecmp/Sx+Mpost/Seff 18. 31 32.40 --- --- Controlling 31 .9 7. 5 --- --- 14.07 24. 00 --- --- fc (ksi ) = 0. 18 Fc = 1 .35 REACTIONS (kips) : Left Right Initial reaction 3. 11 3. 11 DL reaction 5. 51 5. 51 Max + LL reaction 3.00 3.00 Max + total reaction 8. 51 8. 51 DEFLECTIONS: Initial load (in) at 7. 50 ft = -0. 184 L/D = 980 Live load (in) at 7. 50 ft = -0.047 L/D = 3811 Post Comp load (in) at 7. 50 ft = -0.085 L/D = 2117 Total load ( in) at 7. 50 ft = -0.269 L/D = 670 ` AlTri _ w V'j _ ,-osa = ,moo w� t&x !�l FysFlo Ix (a 010 51-7 oso I Tr f � w � = 3 � ` oso e� _ WV -- - V-f ,��, 4 <2, ,oqo =_ a, Pp o 51 2� Pip tie, i f RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: OFFICE TYP GIRDERS Steel Code: AISC 9th Ed. SPAN INFORMATION: 4-- Depth Limitation specified (in) = 36 .00 Beam Size (Optimum) = W16X31 Fy = 50.0 ksi Total Beam Length (ft) = 23.00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness (in) 5.00 5.00 Unit weight concrete (pcf) 110.00 110.00 V c (ksi ) 3.00 3.00 Decking Orientation parallel parallel Decking type VERCO W3 Formlok VERCO W3 Formlok Distance to Adjacent (ft) Beam: 30.00 Beam: 30.00 beff (in) = 69.00 Y bar(in) = 17. 72 Seff (in**3) = 92.69 Str (in**3) = 96.85 Ieff (in**4) = 1526.27 Itr (in**4) = 1631 .65 Stud length (in) = 4.50 Stud diameter (in) = 0.75 Stud Capacity (kips) q = 9.6 # of studs per stud segment: Full = 24, 3,23 Partial = 19, 3, 18 Actual = 19, 3, 18 Number of Stud Rows = 1, Percent of Full Composite Action = 81 .47 LOADS: Self Weight = 0.031 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 7.50 18.70 10.40 10.40 Yes Yes 16.00 18.70 10.40 10.40 Yes Yes Line Loads (k/ft) : bistl Dist2 DLl DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 23.00 0. 360 0.360 0.200 0.200 0.200 0.200 SHEAR: Max V (kips) = 36. 53 fv (ksi ) = 8.86 Fv = 19. 69 MOMENTS: k Span Cond Moment @ Lb Cb Tension Flange Comp F1angc kip-ft ft ft fb Fb fb Fb Center Pre DL 90.8 10. 5 --- --- 23.08 33.00 23.08 33.00 Max + 250. 4 10.4 --- --- Mmax/Seff 32 . 42 33.00 --- --- Mprecmp/Sx+Mpost/Seff 43. 75 45.00 --- Controlling 250.4 10.4 --- --- 32 .42 33.00 --- --- fc (ksi ) = 0. 62 Fc = 1 . 35 REACTIONS (kips) : Left Right Initial reaction 12. 83 13.28 DL reaction 22 . 79 23.60 Max + LL reaction 12. 47 12.93 Max + total reaction 35. 26 36. 53 DEFLECTIONS: (Camber = 3/4) Initial load (in) at 11 . 50 ft = -0.821 L/D = 336 Live load (in) at 11 .50 ft = -0. 197 L/D 1399 Post Comp load (in) at 11 . 50 ft = -0. 355 L/D = 778 Total load (in) at 11 .50 ft = -1 . 175 L/D = 235 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: OFFICE TYP GIRDERS Steel Code: AISC 9th Ed. SPAN INFORMATION: 4-SPANDREL Depth Limitation specified ( in) = 36 .00 Beam Size (Optimum) = W16X26 Fy = 36.0 ksi Total Beam Length (ft) = 23 .00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness (in) 5.00 5.00 Unit weight concrete (pcf) 110.00 110.00 V c (ksi ) 3.00 3.00 Decking Orientation parallel parallel Decking type VERCO W3 Formlok VERCO W3 Formlok Distance to Adjacent (ft) Beam: 30.00 Edge: 1 .00 beff (in) = 46. 50 Y bar(in) = 17.04 Seff (in**3) = 73. 63 Str (in**3) = 78.41 Ieff (in**4) = 1157. 26 Itr (in**4) = 1273.47 Stud length (in) = 4.50 Stud diameter (in) = 0.75 Stud Capacity (kips) q = 9 .6 # of studs per stud segment: Full = 14, 3, 13 Partial = 11, 2, 10 Actual = 11,2, 10 Number of Stud Rows = 1, Percent of Full Composite Action = 77. 18 LOADS: Self Weight = 0.026 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 7.50 9.40 5.20 5.20 Yes Yes 16.00 9.40 5.20 5.20 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 23.00 0.420 0.420 0. 150 0. 150 0. 150 0. 150 SHEAR: Max V (kips) = 21 . 77 fv (ksi ) = 5. 55 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp F1angE kip-ft ft ft fb Fb fb Fb Center Pre DL 49.4 10.9 --- --- 15.43 24.00 15.43 24.0( Max + 145.4 11 .0 --- --- Mmax/Seff 23. 69 24.00 --- --- Mprecmp/Sx+Mpost/Seff 31 .07 32.40 --- Controlling 145.4 11 .0 --- --- 23. 69 24.00 --- --- fc (ksi ) = 0. 51 Fc = 1 . 35 REACTIONS (kips) : Left Right Initial reaction 7. 11 7. 34 DL reaction 14. 33 14. 73 Max + LL reaction 6. 81 7.04 Max + total reaction 21. 14 21 . 77 DEFLECTIONS: (Camber = 1/2) Initial load (in) at 11 . 50 ft = -0. 555 L/D = 497 Live load (in) at 11 . 50 ft = -0. 139 L/D = 1979 Post Comp load (in) at 11 . 50 ft = -0.280 L/D = 986 Total load (in) at 11 . 50 ft = -0.835 L/D = 331 1 I � I ' I I I Aso % FT 1 _ ___ _ -__ _ _ _ � � ►fig �► f i I _ _ ! • IIIlI � II liil � c � � � i + II 1 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: SPP-OFFICE-SECOND ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: 2nd ROOF-LINE N Beam Size (Optimum) = W18X40 Fy = 36.0 ksi Total Beam Length (ft) = 29.00 Top Flange Braced By Decking LOADS: Self Weight = 0.040 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 29.00 0.840 0.840 0.000 0.000 0.280 0.280 SHEAR: Max V (kips) = 16.82 fv (ksi) = 2.98 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 122.0 14.5 0.0 1 .00 21 .40 24.00 21 .40 24.00 Controlling 122.0 14. 5 0.0 1.00 21 .40 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 12. 76 12.76 Max + LL reaction 4.06 4.06 Max + total reaction 16.82 16.82 DEFLECTIONS: (Camber = 3/4) Dead load (in) at 14.50 ft = -0.789 L/D = 441 Live load (in) at 14. 50 ft = -0.251 L/D = 1386 Total load (in) at 14.50 ft = -1.040 L/D = 335 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: SPP-OFFICE-SECOND ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: 2nd ROOF-LINE M Beam Size (Optimum) = W18X40 Fy = 36.0 ksi Total Beam Length (ft) = 29.00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness (in) 2. 00 2.00 Unit weight concrete (pcf) 110.00 110.00 V c (ksi) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VERCO W3 Formlok VERCO W3 Formlok Distance to Adjacent (ft) Edge: 1 .00 Beam: 8.00 beff ( in) = 55. 50 Y bar(in) = 14. 18 Seff ( in**3) = 98.87 Str (in**3) = 104.32 Ieff (in**4) = 1291 .51 Itr (in**4) = 1413. 11 Stud length (in) = 4.50 Stud diameter (in) = 0.75 Stud Capacity (kips) q = 8. 1 # of studs: Full = 43 Partial = 25 Actual = 25 Number of Stud Rows = 1, Percent of Full Composite Action = 71.94 LOADS: Self Weight = 0.040 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 29.00 1 .350 1 . 350 0.450 0.450 0.480 0.480 SHEAR: Max V (kips) = 27. 12 fv (ksi) = 4.81 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Pre DL 51 .5 14.5 --- --- 9.04 24.00 9.04 24.00 Max + 196. 6 14 .5 --- --- Mmax/Seff 23.86 24.00 --- --- Mprecmp/Sx+Mpost/Seff 26. 65 , 32.40 --- Controlling 196. 6 14.5 --- --- 23.86 24.00 --- --- fc (ksi ) = 0.87 Fc = 1 . 35 REACTIONS (kips) : Left Right Initial reaction 7. 11 7. 11 DL reaction 20. 16 20. 16 Max + LL reaction 6. 96 6.96 Max + total reaction 27. 12 27. 12 DEFLECTIONS: Initial load (in) at 14. 50 ft = -0.439 L/D = 792 Live load (in) at 14. 50 ft = -0. 204 L/D = 1706 Post Comp load (in) at 14. 50 ft = -0. 586 L/D = 593 Total load (in) at 14. 50 ft = -1 .026 L/D = 339 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: SPP-OFFICE-SECOND ROOF Steel Code: AISC 9th Ed. SPAN INFORMATION: 2nd ROOF-LINE 15. 3 Beam Size (User Selected) = W16X26 Fy = 36.0 ksi Total Beam Length (ft) = 25.00 Cantilever on left (ft) = 4.00 Top Flange Braced By Decking LOADS: Self Weight = 0.026 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 0.00 7.20 0.00 0.00 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 4.00 0.930 0.930 0.000 0.000 0.390 0.390 4.00 25.00 0.930 0.930 0.000 0.000 0.390 0.390 SHEAR: Max V (kips) = 16.02 fv (ksi) = 4.08 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Left Max - -39 . 6 4.0 4.0 1 .00 12.37 24.00 12.37 24.00 Center Max + 57. 1 15.8 0.0 1 .00 17.84 24.00 17.84 24.00 Max - -39 . 6 4.0 3.9 1 .75 12.36 24.00 12.36 24.00 Controlling 57. 1 15.8 0.0 1 .00 17.84 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 22.80 8.30 Max + LL reaction 5.80 4.09 Max - LL reaction 0.00 -0. 15 Max + total reaction 28. 60 12.40 DEFLECTIONS: Left cantilever: Dead load ( in) = 0.054 L/D = 1789 Pos Live load (in) _ -0.020 L/D = 4857 Neg Live load ( in) = 0. 119 L/D = 806 Neg Total load ( in) = 0. 173 L/D = 556 Center span: Dead load ( in) at 15.55 ft = -0.283 L/D = 890 Live load (in) at 15.02 ft = -0. 195 L/D = 1293 Total load (in) at 15.02 ft = -0.478 L/D = 528 PLO JeQ -t ; - 2 t �T tigo 70 t ( � � ! I ! � � I F •� � I I i -1- RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: , SECOND d?=Fdt:,e Steel Code: AISC 9th Ed. SPAN INFORMATION: TYP BANQUET BM Beam Size (Optimum) = W40X324 Fy = 36.0 ksi Total Beam Length (ft) = 40.00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness (in) 5.00 5.00 Unit weight concrete (pcf) 110. 00 110.00 V c (ksi ) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VERCO W2 Formlok VERCO W2 Formlok Distance to Adjacent (ft) Beam: 30. 00 Beam: 30.00 beff (in) = 120.00 Y bar(in) = 27.74 Seff (in**3) = 1461 . 66 Str (in**3) = 1634. 19 Ieff (in**4) = 34849.25 Itr (in**4) = 43633. 11 Stud length ( in) = 4. 50 Stud diameter (in) = 0.75 Stud Capacity (kips) q[l] = 9.6 q[2] = 9 .6 # of studs per stud segment: Max = 16, 16, 16, 16, 14 Partial = 7, 7, 7, 11, 10 Actual = 7,7, 7, 11, 10 Number of Stud Rows = 2, Percent of Full Composite Action = 26.31 LOADS: Self Weight = 0. 324 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 8. 50 20. 10 12.00 10.80 Yes Yes 16. 50 20. 10 12 .00 10.80 Yes Yes 25.00 20. 10 12 .00 10.80 Yes Yes 33.00 20. 10 12.00 10.80 Yes Ye$ 25.00 162 . 10 0.00 48.80 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 40.00 0. 370 0. 370 0.000 0.000 0.200 0.200 SHEAR: Max V (kips) = 213. 82 fv (ksi ) = 5. 32 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Pre DL 348. 1 17. 2 --- --- 3.26 24.00 3.26 24.00 Max + 2859.4 25.0 --- --- Mmax/Seff 23.48 24.00 --- --- Mprecmp/Sx+Mpost/Seff 23.88 32 .40 --- --- Controlling 2859. 4 25.0 --- --- 23.48 24.00 --- --- fc (ksi ) = 1 . 14 Fc = 1 . 35 REACTIONS (kips) : Left Right Initial reaction 29. 59 31 . 39 DL reaction 113. 37 156.91 Max + LL reaction 43.09 56.91 Max + total reaction 156. 46 213 .82 DEFLECTIONS: Initial load ( in) at 20. 80 ft = -0 . 136 L/D = 3538 Live load (in) at 20.80 ft = -0. 187 L/D = 2571 Post Comp load (in) at 20. 80 ft = -0.602 L/D = 797 Total load (in) at 20.80 ft = -0. 738 L/D = 651 RAMSBEAM V2. 0 - Gravity Beam Design Licensed to: NALIS=AEC Job: , SECOND 4PMjC15E� Steel Code: AISC 9th Ed. SPAN INFORMATION: TYP BANQUET BM INTofw-4(7(, Depth Limitation specified (in) = 36.00 Beam Size (Optimum) = W33X221 Fy = 50.0 ksi Total Beam Length (ft) = 40.00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness ( in) 5 .00 5.00 Unit weight concrete (pcf) 110.00 110.00 f 'c (ksi ) 3 .00 3.00 Decking Orientation parallel parallel Decking type VERCO W3 Formlok VERCO W3 Formlok Distance to Adjacent (ft) Beam: 30.00 Beam: 30.00 beff ( in) = 120.00 Y bar(in) = 26.96 Seff ( in**3) = 967.09 Str (in**3) = 1038.02 Ieff ( in**4 ) = 23452. 10 Itr (in**4) = 27048 .42 Stud length ( in) = 4.50 Stud diameter (in) = 0.75 Stud Capacity (kips) q = 9 . 6 # of studs per stud segment: Full = 36, 34, 36, 56, 49 Partial = 20, 19, 20, 31, 27 Actual = 20, 19, 20, 31, 27 Number of Stud Rows = 2, Percent of Full Composite Action = 55.89 LOADS: Self Weight = 0.221 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 8. 50 20. 10 12 .00 10.80 Yes Yes 16. 50 20. 10 12 .00 10. 80 Yes Yes 25.00 20 . 10 12 .00 10.80 Yes Yes 33.00 20. 10 12 . 00 10.80 Yes Yes 25 .00 142 . 50 0.00 48. 80 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 40.00 0. 370 0. 370 0.000 0. 000 , 0.200 0.200 SHEAR: Max V (kips) = 199 . 50 fv (ksi ) = 7. 59 Fv = 20.00 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp F1angE kip-ft ft ft fb Fb fb Fb Center Pre DL 328. 0 16. 5 --- --- 5.20 33. 00 5.20 33.0( Max + 2656. 3 25. 0 --- --- Mmax/Seff 32 .96 33 . 00 --- --- Mprecmp/Sx+Mpost/Seff 34 .09 45 .00 --- Controlling 2656. 3 25 . 0 --- --- 32 .96 33 .00 --- --- fc (ksi ) = 1 .28 Fc = 1 . 35 REACTIONS (kips) : Left Right Initial reaction 27. 52 29. 32 DL reaction 103. 95 142. 59 Max + LL reaction 43.09 56.91 Max + total reaction 147. 04 199 . 50 DEFLECTIONS: Initial load ( in) at 20. 80 ft = -0 .255 L/D = 1880 Live load ( in) at 20.80 ft = -0.277 L/D = 1730 Post Comp load (in) at 20.80 ft = -0 .834 L/D = 576 Total load (in) at 20.80 ft = -1 .089 L/D = 441 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: NALIS=AEC Job: , SECOND [. Steel Code: AISC 9th Ed. SPAN INFORMATION: TYP BANQUET BM EXTERIOR Depth Limitation specified ( in) = 36.00 Beam Size (Optimum) = W33X118 Fy = 50.0 ksi Total Beam Length (ft) = 40.00 COMPOSITE PROPERTIES (Not Shored) : Left Right Concrete thickness ( in) 5. 00 5.00 Unit weight concrete (pcf) 110.00 110.00 V c (ksi ) 3. 00 3.00 Decking Orientation parallel parallel Decking type VERCO W3 Formlok VERCO W3 Formlok Distance to Adjacent (ft) Beam: 1 .00 Beam: 30.00 beff ( in) = 66. 00 Y bar( in) = 26. 33 Seff (in**3) = 514. 14 Str (in**3) = 523. 12 Ieff ( in**4) = 12855.23 Itr (in**4) = 13257. 89 Stud length ( in) = 4.50 Stud diameter (in) = 0. 75 Stud Capacity (kips) q = 9 .6 # of studs per stud segment: Full = 20, 19,20, 31, 27 Partial = 18, 17, 18,27, 24 Actual = 18, 17, 18, 27, 24 Number of Stud Rows = 2, Percent of Full Composite Action = 89. 35 LOADS: Self Weight = 0. 118 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 8. 50 10.00 6.00 5.40 Yes Yes 25.00 78.00 0.00 26.60 Yes Yes 16 .50 10.00 6.00 5.40 Yes Yes 25.00 10.00 6.00 5. 40 Yes Yes 33.00 10.00 6.00 5.40 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 40.00 0. 180 0. 180 0.000 0.000 0. 100 0. 100 SHEAR: Max V (kips) = 105 .29 fv (ksi ) = 6. 10 Fv = 18.83 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Pre DL 165. 5 16. 5 --- --- 5.53 33.00 5. 53 33.O0 Max + 1411 .4 25.0 --- --- Mmax/Seff 32 .94 33.00 --- --- Mprecmp/Sx+Mpost/Seff 34.61 45 .00 --- --- Controlling 1411 .4 25. 0 --- --- 32 .94 33 .00 --- --- fc (ksi ) = 1 . 35 Fc = 1 .35 REACTIONS (kips) : Left Right Initial reaction 13. 91 14.81 DL reaction 54.46 75.46 Max + LL reaction 22. 37 29.83 Max + total reaction 76. 83 105.29 DEFLECTIONS: Initial load ( in) at 20. 80 ft = -0 .279 L/D = 1717 Live load (in) at 20.80 ft = -0.266 L/D = 1808 Post Comp load (in) at 20.80 ft = -0.810 L/D = 593 Total load (in) at 20.80 ft = -1 . 089 L/D = 441 _.._T_(.�-+-ram..•-c--��--i� J^ 1 1 �-• • \ram-- - Y � -- - -__. -. �--__. - - ----------r--------, ---ry---- I - i i � a � - � -I-----•------ I, i 1-------- =-------_--- I I i it I I I i f I I I I I i II , PROj: JPP HOTEL BLDG Date: 26-Mar ------ --_ ---_------._._ -_ COLUMN Concrete Pier (0yes,0-no) : 1 Note: By indicatinq the column condition, the program will branch ':.o appropriate design. Base Plate design With Concrete Pier ------------------------------------ v Enter Column Design Load : 150 kips Steel Fy _ 36 ksi Concrete f 'c 3 ksi Select Column Section Wax K d = 3.75 in. bf = 8.22 in. tw = 0.51 in. tf = 0.81 in. Eater Pier Dimensions 48 in. x 48 in. width 1 If thickness only is required. Enter" Plate dimensions: Read. base plate depth -- 12 in. x 12 in. width OF SUPPORT COVERED BY BASE PLATE = 6% USE Fp - 1.13 ksi - 2 Al - 71. in"2 Delta - 5[( .;'5xD --.8xBf)]-_ 0.37 in. N = 01)".5 + Delta = 12 in. B = Al/W =' 12 in. Al ' = 144 in."2 fp = P/(Bxm) - 1.04 ksi Concrete OK m = [N-( .95xD)]/ - 1.34 in. n [B-( .30xBf)]/2 2.71 in. n ' = (RISC 3-99) _ 3.14 tp _ 1.0; in. BASE PLATE SIZE-" 12 in. Deep x 12 in. Wide `) 150 kips = t. Plane Thick. = +--------------- 12 J - Widths ---++---+ 12 Lenq th; i W8x53 ; J +--------+ 150 1-.1ps — P J I'f::l.K SPP HC11EL :BLDU Date: 20-filar. COLUMN: Concrete Pier ( 1=yes,0=noj : i Note: By indicating the column condition, the program will branLh to appropriate design. Base PlateDesignWith C:c,r_ r Concrete- - - Enter Column Design Load : 201 kips Steel Fy 36 ksi Concrete f 'c 3 ksi Select Column Section W8x58 d -• 8.75 in. bf _ 8.22 in. •tw = 0.511 in. tf = 0.81 in. 7 :> Enter Pier Dimensions 48 in. x 48 in. width If thickness only is required. enter Plate Dimensions; Regd. base plate depth = 14 in. x 14 in. width OF SUPPORT COVERED DY BASE PLATE 9% USE Fp = 1.1z ksi Al - 96 in"2 7 Delta - 5[( .95xD -.8xBf)]- 0.87 in. N = QW.5 + Delta 14 in. h - AYN - 14 in. A 1 ' 196 i.n. fp = P/(BxN) - 1.03 ksi <::-•- Concrete OK m a EN-( .95xD):J/2 - 2.84 in. n - ED-( .80MR/2 _ 3.71 in. r� (A:CSC 3-99) 3.14 tp - 1.25 in. SASE PLATE SIZE .14 in. Deep x 14 in. Wide 201 kips = P Plate Thick - -� F--_-at--+ 1.25 in +------------- 14 ;_ Width +-•-------•-•------- ;....-_._._.-.._---+ 14 T Lenqth; Wsx 5G ; +.._..-- 201 i-i ps = P '1 PF;OK SPP HOTEL BLDG Date: 6-Mar ------------•----------- ------------------- ------- COL.UMN: Concrete Pier (1=yes,0=no) : 1 Note: By indicating the column condition, the program will branch to appropriate design. Rase Plate Design With Concrete Pier l ---------------------------------------- Enter Column Design Load : 218 kips ` Steel Fy . 36 ksi Concrete f'c 3 ksi :> Select Column Section : W8x53 d = 8.75 in. bf = 8.22 in. tw = 0.51 in. tf = 0.81 in. Enter Pier Dimensions 48 in. x 48 in. width If thickness only is required, Enter Plate Dimensions: Reqd. base plate depth = 14 in. x 14 in. width OF SUPPORT COVERED BY BASE PLATE _ 9% USE Fp = 1.13 ksi A2 - 2 304 in" Al -- 104 in".2' Delta =.5[( .95xD -.8xBf)]- 0.87 in. N (AW.5 + Delta = 14 in. P Al/N 14 in. AL, = 196 in. fp = P./(BxN) = 1.11 ksi - Concrete OK m - [N-( .95xD)]/2 _ 2.84 in. n = [B-( .84xBf)]/2 = 3.71 in. n ' = (RISC 3-99) _ 3.14 tp = 1.30 in. RASE PLATE SINE 14 in. Deep x 14 in. Wide 18 kips = P 1 1 J 1 1 . 1 1 1 1 11 Plate Thick 1.30 in 1 1 , 1 i'r'l ii i.; i.i%i•i.'f%; :ii i i/%,i/i//i/'/i'i. i i' 14 = Width J +-•_--•_--------- -+ i --------+ 1 .{._-.._.._.� 14 = Length; 0808 ; 1 +---.L+---+ ; lr........_....-__.—+ 1 2 IL E3 Ici ps = R J 1 PROJ: SFP OFFICE DLDG Date: 26-Mar- "1 ----------------____ _ _ _---...--- -- __--- ---------- ----------------- COL_UMN: Concrete Fier (1=yes,0=no) : 1 Note: By indicatinq the column condition, the program '1 will branch to appropriate design. Erase Plate Desiqn With Concrete Fier ------------------------------------ Enter Column Design load ; 346 kips Steel Fy 36 ksi Concrete f'c 3 ksi Select Column Section W10x60 1 d = 10.22 in. bf = 10.06 in. tw 0 0.42 in. tf = 0.68 in. 1 Enter Fier Dimensions 48 in. x 48 in. width If thickness only is required, Enter Plate Dimensions: Regd. base plate depth = 18 in. x 18 in. width OF SUPPORT COVERED BY :SASE PLATE 14 USE Fp = 1.13 ksi A2 - 2304 in-2 Al = 165 in-2 Delta =.5[( .95xD -.BxBf) ]= 0.82 in. N == (AW0.5 + Delta - 18 in. B = Al/N = 18 in. Al ' - 324 in.-2 Q _ F/(BxN) - 1.07 ksi .-- OK Concrete not over_.tresse m = CN--( .`5xD)]/? _ 4.15 in. n = LB-( .80xBf)1/2 = 4.77 in. v = (Ala. 1-9 ) J.`2 tp = 1.71 in. BASE PLATE SIZE : 13 in. Deep x 18 in. Wide 346 kips = F Plate Thick. = 1.71 in i--------------+ 18 = Width F----•-•-----•----+ 18 = Lenq L hj i i i ;WIOX60 ; �.--_--_--+ 3445 Ic1 D3 = P J J '1 PROH SPP OFFICE Date: 26-Mar '1 -------- ---•----------------------------------- ---------•--------- ---- - COLUMN: D Concrete Fier (1=yes,0=no) : 1 Note: By indicatinq the column condition, the program 1 will branch to appropriates design. Base Plate Desiqn With Concrete Fier ---Enter Column Design Load = 253 kips Steel Fy 36 ksi Concrete f' c: 3 ksi Select Column Section a WSx52 l d = 8.75 in. bf = 8.22 in. tw = 0.51 in. t.f = 0.81 in. Enter Fier Dimensions : 48 in. x 48 in. width If thickness only is required, Enter Plate Dimensions: Regd. base plate depth _ 15 in. x 15 in. width OF SUPPORT COVERED BY BASE PLATE = 10% USE Fp = 1.1j ksi N t. =2 2304 in"2 Al = 120 in^2 Delta - 5[( .95xD -.BxBf) ]= 0.87 in. N _ 010.5 + Delta = 15 in. B == Al/N - 15 in. Al ' - 225 in."2 fp = P/(Bxm) - 1.12 ksi ,-- OK Concrete not overstresse m = EN-( .95xD)1/2 - 3.34 .in. n = ED-( .8OxBf)1/2 = 4.21 in. n ' _ (AISC 3--99) - 5.14 tp = 1 .4? in. SASE PLATE SIZE : 15 in. Deep x 15 in. Wide 53 - P kips Plate Thick _ + -++-- ---�•a ---•H 1.49 in +--_....---.._.-._..-..--•--+ 15 = Width T.______---____.--+ i-------- 1f, = Lenq th; 0058 +---++---+ ; +--------+ -.-_ - ------- •-•--+ F'KUJ: ,Wfl UfhILL Late: 1z)-Pear -------------------------------------------- --------------------------- COLUMN: > Concrete Pier ( 1=yes,0=no) : 1 Note: By indicating the column condition, the program will branch to appropriate design. Base Plate Design With Concrete Pier - ------------------------------ > Enter Column Design Load 185 kips > Steel Fy 36 ksi > Concrete f 'c 3 ksi > Select Column Section W8x31 d = 8 in. bf = 7.995 in. tw = 0.285 in. tf = 0.435 in. > Enter Pier Dimensions 48 in. x 48 in. > If thickness only is required, Enter Plate Dimensions: Depth: 12 in. x Width: 12 in. A2 = 2304 in^2 Al = 88 in^2 Delta -.5[( .95xD -.BxBf) ]= 0.60 in. N = (A1)^.5 + Delta = 12 in. B = Al/N = 12 in. Al = 144 in.^2 fp = P/(BxN) = 1.28 ksi m = [N-( .95xD)]/2 - 2.20 in. n = [B-( .8OxBf)]/2 = 2.80 in. n ' = (AISC 3-99) = 3.14 tp = 1.187 in. DESIGN SUMMARY BASE PLATE SIZE : 12 in. Deep x 12 in. Wide THICKNESS : 1.19 in. Thick 185 = P kips \/ Plate Thick = +--++----++--+ 1.2 in +------------+ 12 = Width -------------- ---------- 12 = Length; :WBx31 ; +---++---+ +--------+ ; +------------+ PROJ: SPP OFFICE Date: 25-Mar ------------------------ --------- --- --------------------------- COLUMN: > Concrete Pier (1=yes,0=no) : 1 Note: By indicating the column condition, the program will branch to appropriate design. Base Plate Design With Concrete Pier ------------------------------------ > Enter Column Design Load 165 kips > Steel Fy 36 ksi > Concrete f'c 3 ksi > Select Column Section W8x58 d = 8.75 in. bf = 8.22 in. tw = 0.51 in. tf = 0.81 in. > Enter Pier Dimensions 48 in. x 48 in. > If thickness only is required, Enter Plate Dimensions: Depth: 10 in. x Width: 10 in. A2 = 2304 in^2 Al = 79 in^2 Delta =.5[( .95xD -.BxBf)]= 0.87 in. N = (A1 )^.5 + Delta = 10 in. B = Al/N = 10 in. AV = 100 in.^2 fp = P/(BxN) = 1.65 ksi m = [N-( .95xD)]/2 = 0.84 in. n = [B-( .80xBf)]/2 = 1.71 in. n " ; (AISC 3-99) = 3.14 tp = 1.345 in. DESIGN SUMMARY BASE PLATE SIZE : 10 in. Deep x 10 in. Wide THICKNESS : 1.35 in. Thick 165 = P kips Plate Thick = +--++----++--+ 1.3 in +------------+ 10 = Width +------------+ 10 = Length; ;W8x58 +---------+ , +------------+ PROJ: SPP OFFICE Date: 25-Mar C - ---- - -COLUMN: > Concrete Pier ( 1=yes,0=no): 1 Note: By indicating the column condition, the program will branch to appropriate design. Base Plate Design With Concrete Pier > Enter Column Design Load 101 kips > Steel Fy 36 ksi > Concrete f 'c 3 ksi > Select Column Section W8x24 d = 7.93 in. bf = 6.495 in. tw = 0.245 in. tf = 0.4 in. > Enter Pier Dimensions 48 in. x 48 in. > If thickness only is required, Enter Plate Dimensions: Depth: 10 in. x Width: 10 in. A2 = 2304 in^2 Al = 48 in^2 Delta =.5[( .95xD -.BxBf)]= 1.17 in. N = (A1)^.5 + Delta = 10 in. B = Al/N = 10 in. Al ' = 100 in.^2 fp = P/(BxN) = 1.01 ksi m = [N-( .95xD)]/2 = 1.23 in. n = [B-( .80xBf)]/2 = 2.40 in. n ' = (AISC 3-99) = 2.77 tp = 0.929 in. DESIGN SUMMARY --------------- --------------- BASE PLATE SIZE : 10 in. Deep x 10 in. Wide THICKNESS : 0.93 in. Thick 101 = P kips V Plate Thick = +--++----++--+ 0.9 in +------------+ 10 = Width -------------- ---------- ---------- 10 = Length; ;W8x24 +---++---+ , +--------+ ' +------------+ I - ��- 1 ° - Ems- - -----F- -� —� -g2sU s� Z,tti i I N — 4 - - I nt- pal-S + 35) _ I I � III P E T E R DATE:_T--_O3/2O_—_— GINTAUTAS FROJ: SPP, OFFICE N A L I S SUBJ: M15 M16 M17 A E C COLUMN & STORY LOADING -------------------------------------- �1 V. - ;Clist. ;;- CPipartition i ...-------•-- :;-- CF>floor ' ------------- ; ; ; Ct-- ;tliwall or STORY CCicoiumo P or Pu plf AREA = 330 11G=LtR STORY TYPE LIVE psi V & L span remarks ROOF 1 25 30 L 11 floor... F 32 30 L 11 floor... tl 15 12 h 30 :all.... TL= 23.3 k. CONT FTG = 1 . 5 SO FTG = 3.4 ----- ---- - ---- ------- - plf AREA = 330 41&=LLR STORY TYPE LIVE psi I & L span remarks FOURTH F L 50 '0 L 11 floor... F ?J 30 L 11 floor... 4 15 7 h 30 wall.... TL= 67 .E3 k. CONT FTG -- 3. 1 SO FTG 5.8 pif AREA = 330 60`41.R ;igRt TYPE LIVE psi tl & L span remarks ---- ---- ---- ----- ----- ---- ------- NIR0 r L 50 30 L 11 floor... F 43 3i L 11 floor... Y 15 ; h 30 wall.... TL= 109 .2 k. CONT FTG 5. 0 SO FTG = 7.4 ------ ---- ---- ----- ---- ---- ------- plf AREA = 5;0 o0:=L�R aTiTRi 7FE LAVE psi i & L span iFmeric auHD F--- . -- - 50 0 L- � --11 rioor... t ;j JO L 11 floor... J A 15 I fi ,0 will.... L0 L i i 32 3J L R ioor... TL= 161 . 9 k. CONT FTG = 7.4 SO FTG = 9. 0 --------------- --- --- ------ P E T E R DATE: 03/20 GINTAUTAS PROJ: SPP, OFFICE N A L I S SUBJ: K17 A . E . C COLUMN & STORY LOADING 2 ------------- ------------- ((-- (Xvill or Sin ; ; (C)colu/m V 'dPorPu ------ ---- ---- ----- ---- ---- ------- plf AREA = 400 15t=LLR S1ORY TYPE LIVE psf Y 6 L spas remarks ROOF F L 25 16 L- 25 floor... F 32 16 L L. floor... Y 15 h Nall.... TL= 21 .3 k. CONT FTG = 1 . 5 SO FTG = 3.3 plf AREA = 404 52Z=Llk STORY TYPE LIVE psf Y 4 L span remarks FOURTH F L 50 16 L 25 floor... F 93 16 L 25 floor... Y 15 4 Nall.... TL= 68. 1 k. CONT FTG = 1 . 5 SQ FTG = 5.8 plf AREA = 400 o0•y.=LLR STORY TYPE LIVE psf Y b L span remarks - --- --- - - ',H1RD F L 50 16 L 25 fluor... F 93 16 L 25 floor... Y 15 h Nall.... TL= 113.3 k. CONT FTG 2. 3 SO FTG - 7. 5 plf UREA = 400 oOZ=LLR 3-OR1 I-'Pe LIVE Nsf Y 3 L span eE/arks 3ECOHD i L '0 16 L i5 floor... 93 16 L :5 floor... Y 15 h fill.... TL= 158.6 k. CONT FTG = 3. 2 SO FTG 8.9 P E T E R DATE: 03/06 GINTALlTAS PROD: SPP, OFFICE N A L I S SUBJ: K16 A . E . C COLUMN & STORY LOADING (-- 1>parfifion " ------------- X-- 0floor ------------- i;-- {Yirall or STORY SCicoluen d --- dF' orPu --- Of AREA = 650 30Z=LLR STORY TYPE LIVE psi Y & L span reearks ROOF F L 25 26 L 25 floor... F 32 <6 L 25 floor... Y 15 0 h 0 rill.... 0 0 04 0 0 t 0 t 0 t 0 t 0 TL= 32.2 k. CONT FTG = 1 . 5 SO FTG = 4.0 ------ ---- ---- ----- ---- ---- ------- Of AREA : '50 iOZ:LLR STORY TYPE LIVE psi Y & l span reearks FDURTH F L 50 26 L 25 floor... F 93 :a L 25 floor... Y 15 h 0 wall.... 1 0 # 0 t 0 1 0 t 0 TL= 105. 7 k. CONT FTG - A2. 1 SA FTG - 7.:; plf AREA = 650 60Z:LLk STORY TYPE LIVE psf Y & L span reearks THIRD F L 50 26 L 25 floor... F 93 26 L 25 floor... Y 15 0 D 0 rill.... t 0 0i 0 i 0 i 0 t 0 TL= 179. 1 k. CONT FTG - 3.6 SA FTG = 9. 5 ------ ---- ---- ----- ---- ---- ------- plf AREA = 650 oOZ=LLR STORY TYPE LIVE psi Y & L span te4arks SECOND F L 50 26 L 25 floor... F 93 26 L 25 floor... W 15 0 h 0 wall.... # 0 # 0 # # 0 t 0 TL= 252.6 k. CONT FTG — 5. 1 SO FTG = 11 .2 J --------- ------------------------------------- P E T E R DATE: 03/06 GINTAUTAS PROD: SPP, OFFICE N A L I S SUBJ.- M14 M18 A E C COLUMN & STORY LOADING ---------------------------- -------- 1.5 C(-- (P)partition 2 -- -- ((-- (F:floor ' ------------- 4(-- LY:rall or STORY (C),colutn V 11' P or Pa ------ ---- ---- ----- ---- ---- ------- Of AREA = 195 3Y=LLR STORY TYPE LIVE psf Y & L span reearks GOOF F L 25 15 L 13 floor... 32 15 L IJ floor... Y 15 12 h 29 wall.... 0 0 01 0 0 t 0 t 0 t 0 t 0 TL= 16.2 k. CONT FTG = 1 . 5 SA FTG = 2.8 ------ ---- --- - ---- ---- ------- plf AREA = 195 192=LLR STORY iYPE LIVE psf Y & L span reearks -JORTR F L 50 15 L 13 floor... 93 15 L 13 floor... Y 15 9 h 29 wall.... t 0 t 0 t 0 2 0 t 0 TL= 46. 1 k. CONT FTG = 1 .3 39 FTG 4.8 Of AREA = 195 e`.,4:LLR STORY TYPE LIVE psf Y & L span raarks THIP,D- f--• 1 -- 50 15 L 13 floor... F 93 15 L 13 floor... Y 15 9 h 29 wall.... t 0 4t 4 t 0 t 0 J t 4 TL= 74. 5 k. CONT FTG = 2.9 S8 FTG = 6. 1 ------ ---- ---- ----- ---- ---- ------- pif 4REA = 195 50 :LLR TJRY i'RE LIVE Nsf Y & l span renarks ;LLUIJO F L 0 15 L 1J floor... 9J 15 L 1J floor... J Y 15 12 it 29 wall.... i 0 1 0 1 0 1 0 t TL= 102.7 k. CONT FTG = 4 . 0 SO FTG = 7.2 J --------- ------------------------------------------------------ P E T E R DATE: 03/25 GINTAUTAS PROS: SPP, OFFICE N A L I S SUBJ: H14 A . E . C COLUMN & STORY LOADING If CC-- CM>eisc. 2 = ALLOY SOIL PRESSURE psi ------- 1.5 = CONT FT6 MIN VIDTM ft CC-- CP>parlition 2 = SQUARE FT6 MIN DIM ft. " ------------- CF'floor ' ------------- CC-- CY>wall or STORY CC>coluan V 11PorPu O f AREA = 175 14x=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psi V A L span reearks 16.J 8.1 PD Pl. IL - ---- ------- ----- ----- ----- ----- ----- ROOF F L 25 15 L 25 floor... 7.4 16.5 8.1 24.6 F 32 15 L 25 floor... 12.0 Y 15 12 k 25 wall.... 4.5 ILF unif loadiae 0.7 0.3 1.0 #LL wDL vIL ------------------ ------------------ /1 25 /1 spin = TL= 24.6 k. CONT FTG - 1 . 5 SA FTG = 3. 5 ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = 375 482=LLR DL Bred LOAD SUMMARY STORY TYPE LIVE psi V i L spa resarks 38.3 ?.8 PD PL TL ---- -- -- ---- ----- ----- ----- FOURTH F L 50 15 L 25 floor... 18.8 54.8 17.9 72.6 F 93 15 L 25 floor... AJ Y 15 9 A 25 wall.... 3.4 [LF unif loadino 2.2 0.7 2.7 wLL wDL v1L ------------------ ------------------ r'. 25 fl span = TL= 72.6 k. CONT FTG = 1 . 5 SO FTG = 6.0 --•-- ---- --- -----•- ----------------------------- Of AREA = 375 602=LLR DL LLred LOAD SUMMARY STORY TYPE LICE psi Y i L spae marks :8.3 7.5 P➢ PL IL ---- ------- ---- ----m ----- -•--- ----- THIRD i L 50 15 L 25 floor... 18.8 93.0 25.4 118.4 F 93 15 L 25 floor... A J Y 15 ? b 25 wall.... JA LLF unit loading 3.7 1.0 4.7 AL wDL 61, ------------------ ------------------ rt span = TL= 118.4 k. CONT FTG = 2.4 SA FTG = 7.7 ------ ---- ---- ----- ---- ---- ------- ------------ ---------------- Of AREA = 495 60 =LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psi V 6 L span remaru 52.0 ?.9 PD PL IL SECOND F L JO 15 L JJ floor... 243 145.0 J5.3 180.2 F 93 15 L 3J floor... 46.0 Y 15 12 6 33 wall.... J.? LLF unif loadin4 4.4 1.1 5.5 rlL wDL #TL ------------------ ------------------ "� spin = TL= 180.2 k. CONT FTG = 2.7 S8 FTG - 9. 5 --------- ------------------------------------------------------- P E T E R DATE: 03/25 GINTAUTAS PROD: SPP, OFFICE N A L I S SUBJ: H15 H16 H17 A . E . C COLUMN & STORY LOADING --------- ------------------------------------------------------- tD 4(-- (M>misc. 2 = ALLOY SOIL PRESSURE psf -------- 1.5 = COW FT6 MIN VIDTH ft X-- (P>pirtition 2 = SQUARE FTG MIN DIM fI. " --- - -- (C-- (F)floor ------------- ((-- (Y)wall or STORY (C>columm V - 1/ PorPu ------ ---- ---- ----- ---- ---- ------- ----------------------------- plf AREA = 750 36Z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf Y i L spin remarks 24.0 12.0 PD PL TL •---- ---- ---- ------- ----- ----- --- --n-- ----- ROOF F L 25 N L 25 floor... 18.8 24.0 12.0 36.0 F 32 30 L 25 floor... 24.0 d 15 h wall.... 0.0 KLF unif loadinq 1.0 0.5 1.4 wLL wDL wTL ------------------ ------------------ ;% 25 A span = TL= 36.0 k. CONT FTG = 1 . 5 SO FTG = 4.2 ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = 750 60Z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf Y i L span remarks 69.8 15.0 PD PL TL ------ ---- ---- ----- ---- ==== ------- ----- --- ===== ===== ----- FOURTH F L 50 30 L 25 floor... 37.5 93.8 27.0 120.8 F 93 30 L 25 floor... 69.8 Y 15 h will.... 0.0 KLF amif loading 3.8 1.1 4.8 wLL wDL wTL ------------------ ------------------ A 25 A spin = TL= 120.8 k. CONT FTG = .^_.4 SO FTG = 7.8 ------ ---- ---- ----- ---- ---- ------- ----------------------------- plf AREA = 750 IOZ=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf V I L span Marks 69.8 15.0 PD PL TL THIRD F L 50 30 L 25 floor... 37.5 163.5 42.0 205.5 F 93 30 L 25 floor... 693 Y 15 h wall.... 0.0 KLF umif loadinq 6.5 1.7 8.2 AL wDL wiL ------------------ ------------------ I`, 25 A span = TL= 205. 5 k. CONT FTG = 4. 1 SO FTG = 10. 1 ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = 990 60Z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf V 6 L span remarks 92.1 17.8 PD PL TL ---- ----- ----- ----- SECOND F L 50 3O L 33 floor... 49.5 255.E 61.8 317.4 F 93 30 L 33 floor... 72.1 9 15 h wall.... 0.0 KLF unif loadino 7.7 1.9 9.6 wLL wDL wTL ------------------ ------------------ A 33 A span = TL= 317.4 k. CONT FTG = 4 .8 SA FTG = 12.6 1 4 P E T E R DATE: 03/26 GINTAUTAS PROD: SPP OFFICE BLDG N A L I S SUBJ: H14 A E . C COLUMN & STORY LOADING ------------------------------------------------------------------ It 'K>Aisc. 2 = ALLOY SOIL PRESSURE psf *------+ 1.5 = CONT FTG MIN VIDTH It -- "P)partition 2 = SQUARE FTG MIN DIN It. " ------------- -- 'F3floor ' ------------- <:-- (Y?rill or STORY CC.colUa V +-+ „ P or Pu H14 ------ ---- ---- ----- ---- ---- ------- ----------------------------- plf AREA = 375 14Z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf V 6 L span reAarks 16.5 8.1 PD PL TL ---- ----- ----- ----- ROOF N L 25 l5 L 25 Aisc.... 9.4 16.5 8.1 24.6 H 32 15 L 25 oisc.... 12.0 F 15 12 L 25 floor... 4.5 KLF unit loading 0J 0.3 1.0 wLL wDL wTL ------------------ ------------------ span = 25 TL= 24.6 k. CONT FTG = 1 . 5 SA FTG = 3. 5 ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = 315 48Z=LLR DL LLred LOAD SUNNARY 1 STORY TYPE LIVE psf V 6 L span rewarks 38.3 ?.8 PD PL TL ---- ----- ----- ----- FOURTH F L 50 15 L 25 floor... 18.8 54.8 17.9 72.6 F ?3 15 L 25 floor... 34.9 Y 15 9 h 25 rill.... 3.4 KLF unit loadinq 2.2 0.1 2.9 wlL wDL VIL ------------------ ------------------ span = 25 TL= 72.6 k. CONT FTG = 1 . 5 SO FTG = 6.0 ----------------- Of AREA = 375 60Z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf Y 6 L span reAarks 38.3 7.5 PD PL TL THIRD F L 50 15 L 25 floor... 18.3 73.0 25.4 118.4 F 93 15 L 25 floor... '1.9 Y 15 ? l 25 oall.... 3.4 KLF unit loadinq J. 1.0 4./ wLL wDL wTL ------------------ ------------------ liil 1/N span = 25 TL= 118.4 k. CONT FTG = 2.4 SO FTG = 7.7 ------ ---- ---- ----- ---- ---- -- --- ----------------------------- pif AREA - 375 60Z-LLR DL LLred LOAD SUMMARY STORY TYPE LIVE pst Y i L span reAarks 65.5 10.5 PD PL TL SECOND F L 50 15 L 25 floor... 3.8 155.5 35.? 194.4 F '?j 15 L 25 floor... 'I.? Y 15 12 25 wall.... 4.5 KLF unit loadloq M L 25400 Li L 1 Aisc.... 7.6 6.3 1.4 .8 N 87200 0.3 L 1 sisc.... 26.2 rlL rDL wTL ------------------ -----/------------- /'Vij1/`' `li'1!'1!'i span = 25 TL= 194 .4 k. CONT FTG = 3.9 S8 FTG = 9.9 ------ ---- ---- ----- ---- ---- ------- ----------------------------- "1 5 , "16 " H17 P E T E R DATE: 03l26 GINTAUTAS PROJ: SPP OFFICE DLDG N A L I S SUBJ: H15,H16,H17 A . E . C COLUMN & STORY LOADING I1 :;-- A'Aisc. 2 = ALLOY SOIL PRESSURE psf +-----+ 1.5 = CONT F16 MIN YIDTH ft (C-- iP)partition 2 = SYUARE FTG MIN DIM ft. - ------------- =t-- CF)floor ------------- 'Y)wall or STORY CCicolun r r r r r I +-+ 111' P or Pu H15 ,H16,H17 ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = 750 362=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf V d L spaa marks 24.0 12.2 PD PL TL ---- ---- ------- ----- ----- ----- ----- ----- ROOF M L 25 30 L 25 risc.... 13.8 24.0 12.2 36.2 M 32 A L 25 Aisc.... 24.0 F L 15 L 25 floor... 0.4 KLF unif IoadiAQ 1.0 0.5 1.4 wll wDL wTL ------------------ ------------------ 1111/111/111111111 span = 25 TL= 36.2 k. CONT FTG = 1 . 5 SA FTG = 4.3 ------ ---- ---- ----- ---- ---- ------- ----------------------------- plf AREA = 750 602=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf V & L span rerarks 70.1 15.0 PD PL TL •- ---- ---- ------- ----- ----- ===== ===== ===== FOURTH F L 50 34 L 25 floor... 37.5 74.1 27.2 1111.4 F 93 30 L 25 floor... 69.8 Y 15 h 25 call.... 0.4 KLF unif loading 3.8 1.1 4.9 wLL sh wTL ------------------ ------------------ l1/`,l\l1/1I1i1i1/1 span = 25 TL= 121 .4 k. CONT FTG = 2.4 SA FTG = 7.8 ----- ---- ---- ----- ---- ---- ------- ----------------------------- O f AREA = 750 602=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf Y 1 L span rerarks 70.1 15.0 PD PL TL THIRD F L 50 30 L 25 floor... 31.5 164.3 42.2 206.5 F 93 30 L 25 floor... 69.3 Y 15 h 25 wall.... 0.4 KLF unif loadio4 6.6 1.7 8.3 wlL wDL wTL ------------------ -----------------t- I''11%'1i`tf 111/1/1/1 span = 25 TL= 206. 5 k. CONT FTG = 4. 1 SO FTG = 10 .2 ------ ---- ---- ----- ---- ---- ------- ----------------------------- O f AREA = 750 602=LLR DL LLred LOAD SUMMARY STORY TYPE LB E psf Y & L span remarks 119.0 20.0 PD PL TL "ECOND F l 50 A L 25 floor... 37.5 233.2 62.3 345.`., F 93 N L 25 floor... 69.8 Y 15 wall.... 0.0 KLF unif loading M L 42000 0.; l i c1sc.... 12.5 11.3 2.5 13.8 M 164000 0.3 L I alsE.... 49.2 wLL wDL wTL ------------------ ------------------ span = 25 TL= 345. 5 k. CONT FTG = 6.9 SO FTG = 13. 1 ------ ---- ---- ----- ---- ---- ------- ----------------------------- -- --------------------------------- P E T E R DATE: 03/25 GINTAUTAS PROD: SPP, OFFICE N A L I S SUBJ: H18 A . E . C COLUMN & STORY LOADING --------- ---------------------------------------------------------- 11 {{-- {M)aisc. 2 = ALLOY SOIL PRESSURE psf -------- 1.5 = CONT FT6 MIN YIDTH ft C{-- T>partition 2 = SDUARE FT6 MIN DIM ft. - ------------ WWI or STORY {C)CaluaR V - 11PorPu ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = 375 142=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf Y A L spin reiarks 16.5 8.1 PD PL TL ---- ------- ----- ---- ----- ----- ----- ROOF F L 25 15 L 25 floor... 7.4 16.5 8.1 24.6 F 32 15 L 25 floor... 12.0 Y 15 12 h 25 wall.... 4.5 KLF unif loading 0.7 0.3 1.0 wLL wDL wTL ------------------ ------------------ !1 25 /\ spin = TL= 24.6 k. CONT FTG = 1 . 5 SA FTG = 3. 5 ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = 375 48Y=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf V 1c L span reeirks 38.3 9.8 PD PL TL ---- ------- ----- ----- ----- ----- ----- FOURTH F l 50 15 L 25 floor... 18.8 54.8 17.9 72.6 F 93 15 L 25 floor... 34.9 Y 15 9 h 25 wall.... 3.4 KLF unif loadiap 2.2 0.7 2.9 wLL wDL wTL ------------------ ------------------ !1 25 /\ spin = TL= 72.6 k. CONT FTG = 1 . 5 SA FTG = 6.0 Of AREA = 375 60%=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf Y 8 L spin reaarks 38.3 7.5 PD PL TL THIRD F L 50 15 L 25 floor... 18.8 93.0 25.4 118.4 F 93 15 L 25 floor... 34.9 Y 15 9 h 25 wall.... 3.4 KLF unif loading 3.7 1.0 4.7 wll wDL wTL ------------------ !'s 25 span = TL= 118.4 k. CONT FTG = 2.4 S8 FTG 7.7 ------ ---- ---- ----- ---- ---- ------- ----------------------------- plf AREA = 375 60Z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf V & L span resarks 39.4 1.5 PD PL TL ----- ----- =---- SECOND F L 50 15 L 25 floor... 18.3 132.4 32.9 145.2 F 93 15 L 25 floor... 34.9 Y 15 12 h 25 wall.... 4.5 KLF unif loading 5.3 1.3 6.6 wLL wDL wTL ------------------ ------------------ ;'. spin = TL= 165.2 k. CONT FTG = 3.3 SO FTG = 9. 1 C 1 4 --------- --------------------------------------------------------- P E T E R DATE: 03/26 GINTAUTAS PROD: SPP OFFICE BLDG N A L I S SUBJ.- C14 A E C COLUMN & STORY LOADING -------------- 2 = ALLOM SOIL PRESSURE psf �------+ 1.5 = CONT FIG MIN VIDTN ft {{-- {P?partition 2 = SQUARE FIG MIN DIM ft. ^ ------------- {{-- {F>floor ' ------------- ;{-- I'wall or STORY ; ; {C>culwen V + + 1/ PorPu C14 ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = 451 18%=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf V ri L span reiarks 98.2 30.9 PI PL IL SECOND M L 25400 0.6 L 1 aisc.... 15.2 98.2 30.9 129.2 M 81200 0.6 L 1 aisc.... 52.3 F L 50 15 L 30 floor... 22.5 XLF unif loading F 93 15 L 30 floor... 41.9 98.2 30.9 129.2 Y 15 9 h 30 wall.... 4.1 wLL vIL wTL ------------------ ------------------ 11l\l\l1/\l1111\!\ span = 30 TL= 129.2 k. CONT FT6 = 64.5 SO FTG = 8.0 C15 016 , C17 ---------- -------------------------------------------------------- P E T E R DATE: 03/26 GINTAUTAS PROD: SPP OFFICE BLDG N A L I S SUBJ: C15,C16,C17 A . E . C COLUMN & STORY LOADING --------- -------------------------------------------------------- dD {-- {HAisc. 2 = ALLOY SOIL PRESSURE psf +------+ 1.5 = CONT FIG MIN MIDTN ft {{-- {P>partition 2 = SQUARE FIG MIN DIM ft. " ------------- {{-- {F'floor ' ------------- i I'wall or STORY {C>colu4n V +-+ P or Pu C1 `,C16,C17 ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = 751 36Z=LLR DL LLred LOAD SUMMARY STORY I'iPE LIVE psf U D L span reiarks 168.2 10.1 P➢ PL TL -- = ----- ----- ----- SECOND M L 42000 0.6 L 1 aisc.... 25.2 168.2 40.1 208.3 A 164000 0.6 L i &isc.... P8.4 F 50 25 L 30 floor... 17.5 XlF unif loading F 93 25 L 30 floor... 69.8 168.2 40.1 208.3 Y h wall.... wLL wDL wTL ------------------ ------------------ /11\I\/111111\lilt span = 30 TL= 208.3 k. CONT FT6 == 104 . SO FT6 = 10.2 --------------------------------------- P E T E R DATE: 03/25 GINTAUTAS PROD: SPP, OFFICE N A L I S SUBJ: B15 B16 B17 A . E . C COLUMN & STORY LOADING 11 tt-- tM>sisc. 2 = ALLOY SOIL PRESSURE psf -------- 1.5 = CONT FTG MIN YIDTM ft tt-- tP}partition 2 = SQUARE FTG MIN DIN ft. " ............. tt-- (F)floor - ------------- tt-- Xwall or STDRY 0colm V 1/ P or Pu ------ ---- ---- ----- ---- ---- ------- ----------------------------- olf AREA = 360 13i=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf V 6 L spaa reaarks 16.9 7.9 PD PL TL ---- ----- ----- ----- ROOF F 25 11 L 30 floor... ?.0 16.4 7.9 14.8 F 32 IL L 30 floor... 11.5 Y 15 12 h 30 wall.... 5.4 KLF unit loading 0.6 0.3 0.8 wLL wDL NIL ------------------ ------------------ JN 30 !1 span = TL= 24.8 k. CONT FTG = 1 . 5 SA FTG = 3. 5 ------ ---- ---- ----- ---- ---- ------- ----------------------------- plf AREA = 360 462=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf Y i L spac retarks 31.5 9.8 PD PL TL FOURTH F L 50 11 L 30 floor... 18.0 54.4 17.7 12.1 F 93 12 L 30 floor... 33.5 Y 15 ? h 30 wall.... 4.1 KLF unit loadinq LB 0.6 1.4 wlL wDL NIL ------------------ ------------------ IN 30 i span = TL= 72. 1 k. CONT FTG = 1 . 5 SA FTG - 6.0 ------ ---- ---- ----- ---- ---- ------- ----------------------------- plf AREA = 360 bO:=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf Y 1 L soap reAarks 31.5 /.2 PD PL TL ---- ----- ----- ----- 50 12 L 30 floor... 18.D 91.0 14.4 116.8 NIRD F L F 43 12 L 30 floor... 33.5 Y 15 9 h 30 wall.... 4.1 KLF unit loading 3.1 0.8 3.9 wLL wDL NIL ------------------ ------------------ ;1 30 A span = TL= 116.8 k. CONT FTG - 1 .9 SA FTG = 7.6 ---- pit AREA = 360 bO:=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf Y I L Spdp re�arks 33.9 7.1 PD PL TL ECOND F L 50 112 L 30 floor... 18.0 130.4 :2.1 162.7 F ?3 12 L 30 floor... '3.5 Y 15 11 h 30 wall.... 5.4 KLF unif loading 4.4 1.1 `A wLL wit. wTL ------------------ ------------------ i1 30 !\ soap = TL= 162.9 k. CONT FTG = 2.7 S9 FTG = 9.0 "l P E T E R DATE: 03/25 GINTAUTAS PROD: SPP. OFFICE N A L I S SUBJ: E14 A . E C COLUMN & STORY LOADING :M)eisc. 2 = ALLOY SOIL PRESSURE psf -------- 1.5 = CONT FIG MIN VIDTH ft -- <P)partition 2 = SDUARE FT6 MIN DIM ft. ----------- F)floor - ------------- <<;-- Xwall or STORY :C)colwro V WPorPu ------ ---- ---- ----- ---- ---- ------- ----------------------------- Of AREA = 375 142=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psi Y i L span reoarks 14.2 3.1 PD Pl TL ---- ------- ----- ----- ----- ----- =---- ROOF F L 25 25 L 15 floor... 9.4 14.2 0.1 22.3 F 32 25 L 15 floor... 12.0 Y 15 12 h 12 wall.... 2.2 KLF unif loading 0.9 0.5 1.5 wLL dL wTL ------------------ ------------------ '', 15 /1 soil = TL= 22.3 k. CONT FTG = 1 . 5 SO FTG 3.3 ------ ---- ---- ----- ---- ---- ------- ----------------------------- olf AREA = 375 48z=LLR DL llred LOAD SUMMARY STORY TYPE LIVE psi Y A L span resarks 36.5 ?.0 PD PL Tl ---- - -- ----- ----- ----- FOURTH F L 50 25 L 15 floor... 18.8 50.7 17.9 68.5 F ?3 25 L IS floor... 34.? Y 15 ? h 12 wall.... 1.6 ILF unif loadiaq 3.4 1.1 4.6 wLL wDL wIL ------------------ ------------------ � span = TL= 68. 5 k. CONT FTG = 2.3 S8 FTG = 5.9 plf AREA = 175 60i=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf Y E L span reaarks 36.5 7.5 PD Pl. TL ---- --- - - ----- ----- ----- THIRD F L 50 25 L 15 floor... 18.8 37.2 25.4 112.5 F 73 25 L 15 floor... 34.? Y 15 ? h 12 wall.... 11.6 KLF unif loadinq 5.0 1.7 7.5 AL dt. vIL ------------------ ------------------ ', 15 li span = J - TL= 112 . 5 k. CONT FTG 3.8 ---SO FTG = 7. 5 J ---------------------- P E T E R DATE: 03/25 GINTAUTAS PROD: SPP, OFFICE N A L I S SUBJ.- E15 E16 E17 A . E . C COLUMN & STORY LOADING lA ,e-- CM>jisc. 2 = ALLOY SOIL PRESSURE psf -------- 1.5 = CONT F16 MIH VIDTH ft fC-- 2>0artition 2 = SQUARE FTG MIH DIM ft. " ------------- C<-- (F'/floor ' ------------- ' (;-- (Y WI or STORY (C>colu,o V -- \1 P or Pu Of AREA = 750 36Z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf V 8 L span reeirks 24.0 12.0 PD PL TL ---- ------- ----- ----- ----- ----- ----- ROOF F L 25 25 L 30 floor... 18.9 24.0 12.0 36.0 F 32 25 L 30 floor... 24.0 Y 15 h wall.... 0.0 KLF uoif loading 0.8 0.4 1.2 AL wit wTL ------------------ ------------------ 1\ 30 I\ span = TL= 36.0 k. CONT FTG = 1 . 5 SO FTG = 4.2 ------ ---- --- ----- ---- ---- ------- ----------------------------- Of AREA = 750 60z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf V 8 L span reaarks 69.8 15.0 PD PL IL ----- ---- ---- ------- ----- - -- ----- ===== ----- FOURTH F L 50 25 L 30 floor... 3r.5 93.3 1,.0 120.8 F 93 25 L 30 floor... 69.0 Y 15 h wall.... 0.0 KLF unif loadins 3.1 0.9 4.0 AL wDL wTL ------------------ ------------------ A 30 A span = TL= 120.8 k. CONT FTG = 2.0 SO FTG = 7.8 ------ ---- ---- -- -- --- ------ --------------- -------- Of AREA = 750 60Z=LLR DL LLred LOAD SUMMARY STORY TYPE LIVE psf Y 1 L span reaarks 69.8 15.0 PD PL IL ----- ----- ---- ------- ----- ----- ----- ----- ----- THIRD F 50 25 L 30 floor... 31.5 163.5 42.0 205.5 F 93 25 L 30 floor... 69.8 Y 15 h wall.... 0.0 KLF unif loading 5.5 1.4 6.7 AL wDL wTL ------------------ ------------------ '\ 30 ;\ span = TL= 205. 5 k. CONT FTG = 3.4 SO FTG = 10 . 1 --------- ----------------------------------------- -------- P E T E R DATE: 03/25 GINTAUTAS PROD: SPP. OFFICE N A L I S SUBJ: E18 A . E C COLUMN & STORY LOADING {Mi�i5[. 2 = ALLOY SOIL -------- 1.5 = CONT FIG A ((-- {Pipartition 2 = SQUARE FTG " ------------- {<-- (F3floor - ------------- {{-- {Mirall or STORY ; ; 0coluen V 1! P or Pu ------ ---- ---- ----- ---- ---- ------- ------------ Of AREA = 750 367=LLR DL LLred STORY TYPE LIVE psf 1 & L spar resarks 28.5 12.0 ------ ---- ---- ----- ---- _=_ ------- ----- ------ ROOF F L 25 25 L 30 floor... 18.3 F 32 25 L 30 floor... 24.0 1 15 12 h 25 wall.... 4.5 TL= 40. 5 k. CONT FTG = 1 . 5 SA FTG = 4 . 5 ------ ---- ---- ----- ---- ---- ------- ------------ Of AREA = 750 602=LLR ➢l LLred STORY TYPE LIVE psf 1 & L span reAarks 73.1 15.0 FOURTH F L 50 25 L 30 floor... 37.5 F 93 25 L 30 floor... 69.8 Y 15 9 h 25 wall.... 3.4 TL= 128.6 k. CONT FTG = 2. 1 SO FTG = 8.0 ------ ---- ---- ----- ---- ---- ------- ------------ plf AREA = 750 60%=LLR DL LLred STORY TYPE LIVE psf V & L span resarks 73.1 15.0 --- ---- ---- ----- ----- ---- ----- ---- -- -- THIRD F L 50 25 L 30 floor... 37.5 F 93 25 L 30 flour... 69.3 Y 15 9 h 25 wall.... 3.4 TL= 216.8 k. CONT FTG = 3.6 S8 FTG = 10.4 ---- ---- ---- ----- ---- ---- ------- ------------ Of AREA = 360 60:=LLR DL LLred STORY TYPE LIVE psf 1 & L sm reearks 38.0 7.2 •ECDO F L 50 12 L A floor... 18.0 F 93 12 L 30 floor... 33.5 Y 15 12 h M5 wail.... 4.5 TL= 261 .9 k. CONT FTG = 4.4 SO FTG = 11 .4 ------ ---- ---- ----- ---- ---- ------- ------------ 'l 1'115 � 1�11b � M17 --------- ----------- ---------------------------------------------- P E T E R DATE: 03/26 GINTAUTAS PROD: SPP OFFICE BLDG N A L I S SUBJ: M15,M16,M17 A E C COLUMN & STORY LOADING ------------------------------------------------------- �a ((-- (MiAisc. 2 = ALLOY SOIL PRESSURE psf ------ 1.5 = CONT FT6 MIN YIDTH ft ((-- (P)partition 2 = SQUARE FT6 MIN DIM ft. " ------------- ri-- (F)floor -----'------- or STORY (C)coluAn y P or Pu M15,M16,M17 - --- ---- ----- ---- ---- ------- ----------------------------- plf AREA = 240 SZ=LLR DL llred LOAD SUMMARY STORY TYPE LIVE psf V 1c l span reearks 10.4 5.7 PD PL Tl ----- ---- ---= ------- ----- ----- ----- - ROOF F L 25 8 L 30 floor... 6.0 i0.4 5.7 16.1 F 32 8 L 30 floor... 7,.1 Y 15 6 d 30 wall.... 2.7 KLF unif loadiwq 0.3 4.2 0.5 AL rDl rTL ------------------ ------------------ ;I;IhJ111I1/1/1/1 spas = 30 TL= 16. 1 k. CONT FTG = 1 . 5 S® FTG = 2.8 ------ ---- ---- ----- ---- ---- ------- ----------------------------- FWIDTH ---------------------------------- ----. --------- ----- P E T E R DATE: 07/22 GINTAUTAS PROD: SPP-OFFICE N A L I S SUEJ: TYP CONC SHEARWALL-INTERIOR A . E . C UNIFORM LOAD ON CONTINUOUS FOOTING --------- ---------------------------------------------------------------- 3.0 = P allow ksf 16 = cont.width min.in. 24 = square width min-in. ------------------------------------------------------------------------------ TYP COI-IC SHEARWALL — II-ITERIOR ------------------------------------------------------------------------------ Length 10.0 <--------------> FT psf WL WD 11.7 klf FLOOR ----- ---------------- ----- ----- ; --- +--------+ V ROOF FLOOR: / width / = 16.0 @ LL = 25 psf = 400 +--------+ @ DL = 25 psf = 400 WALL: height = 8.0 @ DL = 100 psf = 800 +--+ +--+ +--------+ ; cont. ; 4TH FLOOR: / width / = 16.0 @ LL = 100 psf = 1600 +--------+ +--------+ @ DL = 50 psf = 800 -> 3.9 <- fit WALL: height = 10.0 @ DL = 100 psf = 1000 47 = use width +--------+ 3.00 = p act ksf 3RD FLOOR: / width / = 16.0 @ LL = 60 psf = 960 47 = width reqd +--------+ @ DL = 50 psf = 800 16 = width min WALL: height = 10.0 @ DL = 100 psf = 1000 116.9 k +--------+ ' 21dD FLOOR: / width / = 16.0 @ LL = 60 psf = 960 V +--------+ @ DL = 50 psf = 800 ' WALL: height ; = 12.0 @ DL = 100 psf = 1200 +--------+ +--+ ---- MAIN FLOOR: / width / = 2.0 @ LL = 60 psf = 120 ; square ; +--------+ @ DL = 50 psf = 100 +--------+ -> 6.2 <- f t WALL: @ DL = 15 psf = 6.2 = use width FOUNDATION = 3.0 @ DL = 100 psf = 300 6 — width reqd FOOTING = 1.5 @ DL = 150 psf = 450 2 = width min ----- ---------------- ----- ----- 640 = AREA LLred 4040 7650 Y = USE LLred? 39% red WL 2456 W = 4040 7650 or 11.7 klf FWIDTH --------- ---------------------------------------------------------------- P E T E R DATE: 07/22 GINTAUTAS PROJ: SPP-OFFICE N A L I S SUBJ: TYP CONC SHEARWALL-EXTERIOR 1 A . E . C UNIFORM LOAD ON CONTINUOUS FOOTING --------- ---------------------------------------------------------------- 3.0 = P allow ksf 16 = cont.width min.in. 24 = square width min.in. ------------------------------------------------------------------------------ TYR COI-IC SHEARWALL—EXTERIOR ------------------------------------------------------------------------------ Length 10.0 <--------------> FT psf WL WD 10.0 klf FLOOR ----- ---------------- ----- ----- ; ----- +--------+ V ROOF FLOOR: / width / = 12.0 @ LL = 25 psf = 300 ; +--------+ @ DL = 25 psf = 300 ; WALL: height = 8.0 @ DL = 100 psf = 800 +--+ +--+ +--------+ cont. ; 4TH FLOOR: / width / = 12.0 @ LL = 100 psf = 1200 +--------+ +--------+ @ DL = 50 psf = 600 -> 3.3 <- ft WALL: height = 10.0 @ DL = 100 psf = 1000 40 = use width +--------+ 3.00 = p act ksf 3RD FLOOR: / width / = 12.0 @ LL = 60 psf = 720 40 = width reqd +--------+ @ DL = 50 psf = 600 16 = width min WALL: height = 10.0 @ DL = 100 psf = 1000 100.1 k +--------+ , 2ND FLOOR: / width / = 12.0 @ LL = 60 psf = 720 V +--------+ @ DL = 50 psf = 600 ' WALL: height = 12.0 @ DL = 100 psf = 1200 +--------+ +--+ ---- MAIN FLOOR: / width / = 2.0 @ LL = 60 psf = 120 ; square ; +--------+ @ DL = 50 psf = 100 +------ -> 5.8 <- f t WALL: @ DL = 15 psf = 5.8 = use width FOUNDATION 3.0 @ DL = 100 psf = 300 6 = width reqd FOOTING = 1.5 @ DL = 150 psf = 450 2 = width min ----- ---------------- ----- ----- 480 = AREA LLred 3060 6950 Y = USE LLred? 26% red WL 2252 W = 3060 6950 or 10.0 klf FWIDTH ---------- ---------------------------------------------------------------- P E T E R DATE: 07/22 GINTAUTAS PROJ: SPP-OFFICE N A L I S SUBJ: TYP CONC SHEARWALL-WEST INTERIOR A . E . C UNIFORM LOAD ON CONTINUOUS FOOTING --------- ---------------------------------------------------------------- 3.0 = P allow ksf 16 = cont.width min.in. 24 = square width min.in. --- ---------------------------- TYR COLIC SHEARWALL—WEST II,ITERIOR ------------------------------------------------------------------------------- Length 10.0 <--------------> FT psf WL WD 8.7 klf FLOOR ----- ---------------- --- ----- ; ----- +---------+ V ROOF FLOOR: / width / = 10.0 @ LL = 25 psf = 250 ; +--------+ @ DL = 25 psf = 250 ' WALL: height = 8.0 @ DL = 100 psf = 800 +--+ +--+ +--------+ ; cont. ; 4TH FLOOR: / width / = 10.0 @ LL = 100 psf = 1000 +--------+ +--------+ @ DL = 50 psf = 500 -> 2.9 <- ft WALL: height ; = 10.0 @ DL = 100 psf = 1000 35 = use width +--------+ 3.00 = p act ksf 3RD FLOOR: / width / = 8.0 @ LL = 60 psf = 480 35 = width reqd +--------+ @ DL = 50 psf = 400 16 = width min WALL: height = 10.0 @ DL = 100 psf = 1000 87.3 k +--------+ ; 2ND FLOOR: / width / = 8.0 @ LL = 60 psf = 480 V +--------+ @ DL = 50 psf = 400 ; WALL: height = 12.0 @ DL = 100 psf = 1200 +--------+ +--+ ---- MAIN FLOOR: / width / = 2.0 @ LL = 60 psf = 120 square ; +--------+ @ DL = 50 psf = 100 4.5+----- -> <- f t WALL: @ DL = 15 psf = 5.4 = use width FOUNDATION = 3.0 @ DL = 100 psf = 300 5 = width reqd FOOTING = 1.5 @ DL = 150 psf = 450 2 = width min ----- ---------------- ----- ----- 360 = AREA LLred 2330 6400 Y = USE LLred? 17% red WL 1939 W = 2330 6400 or 8.7 klf FWIDTH --------- --------------------------------------------------------------- P E T E R DATE: 07/22 GINTAUTAS PROD: SPP-OFFICE N A L I S SUBJ: TYP CONC SHEARWALL-EXTERIOR A . E . C UNIFORM LOAD ON CONTINUOUS FOOTING 3.0 = P allow ksf 16 = cont.width min.in. 24 = square width min.in. ----------------------------------------------------------------------------- T'YP CONC SHEARWALL-EXTERIOR 4v- SLP&, fW4M&TAR, ----------------------------------------------------------------------------- Length 10.0 <--------------> FT psf WL WD 2.8 klf _-- FLOOR ----- ---------------- ----- ----- +--------+ ROOF FLOOR: / width / = 2.0 @ LL = 25.0 psf = 50 ' +- -----+ @ DL = 25.0 psf = 50 WALL: height = 8.0 @ DL = 25.0 psf = 200 +--------+ ; cont. UPPER FLOOR: / width / = 2.0 @ LL =100.0 psf = 200 +--------+ +--------+ @ DL = 50.0 psf = 100 -> 1.3 <- ft WALL: height = 10.0 @ DL = 25.0 psf = 250 16 = use width +--------+ 2.11 = p act ksf LOWER FLOOR: / width / = 2.0 @ LL = 60.0 psf = 120 11 = width reqd +--------+ @ DL = 50.0 psf = 100 16 = width min WALL: height = 10.0 @ DL = 25.0 psf = 250 28.1 k FLOOR: / width / = 2.0 @ LL = 60.0 psf = 120 � +- ------+ @ DL = 50.0 psf = 100 WALL: height = 12.0 @ DL = 25.0 psf = 300 FLOOR: / width / = 2.0 @ LL = 60.0 psf = 120 square +--------+ @ DL = 50.0 psf = 100 -------3.1+<_ ft WALL: @ DL = 15.0 psf = 3.1 - use width FOUNDATION = 3.0 @ DL =100.0 psf = 300 3 = width reqd FOOTING = 1.5 @ DL =150.0 psf = 450 2 = width min ----- ---------------- ----- ----- 80 = AREA LLred 610 2200 Y = USE LLred? red WL 610 W = -610 2200 or 2.8 klf 0 COMMERCIAL MATERIALS RELEASE FORM COMMERCIAL FILE NUMBER: 97 109763 CP PROPERTY OWNER SMOKEY POINT PROPERTIES PERSON CONTACTED: ROSS JAMESON PHONE NUMBER: (425) 252-2153 DATE: NOVEMBER 19, 1997 MARKED UP DRAWINGS AND/OR MATERIALS FOR THE ABOVE REFERENCED PROJECT WERE RELEASED TO: DATE: (Signature) I 11fd f`-r '_� �r v� (Print Name) PRELIMINARY REVIEW_ TECHNICAL REVIEW __FINAL REVIEW_ MATERIALS RELEASED: Attached: Letter from Roxanne J. Justice Job Copy of PDS Site/Civil/Landscape Plans (must be returned at resubmittal) Job Copy of DPW Site/Civil/Landscape Plans (must be returned at resubmittal) Letter from Tim Nordtvedt HPA Form b 0 COMMERCIAL MATERIALS RELEASE FORM COMMERCIAL FILE NUMBER: 97 109763 CP PROPERTY OWNER SMOKEY POINT PROPERTIES PERSON CONTACTED: ROSS JAMESON PHONE NUMBER: (206) 252-2153 DATE: SEPTEMBER 10, 1997 MARKED UP DRAWINGS AND/OR MATERIALS FOR THE ABOVE REFERENCED PROJECT WERE RELEASED TO: � DATE: (3 atnre) (Print Name) PRELIMINARY REVIEW TECHNICAL REVIEW FINAL REVIEW MATERIALS RELEASED: Attached: Letter from Roxanne J.justice job Copy of Site/Landscape/Civil Plans (must be returned at resubmittal) Job Copy of Structural Plans (must be returned at resubmittal) Letter from Tim Nordtvedt Letter from Pam Miller Construction Plan Checklist Sample Drainage Maintenance Covenant Right of Way Use Permit Requirements Sheet Right of Way Use Permit Application Form Instructions for Submitting Insurance HPA Form COMMERCIAL MATERIALS RELEASE FORM COMMERCIAL FILE NUMBER: 96 109763 PROPERTY OWNER Smokey Point Properties PERSON CONTACTED: Ross Jameson PHONE NUMBER: (206) 252-2153 DATE: January 8, 1996 MARKED UP DRAWINGS AND/OR MATERIALS FOR THE ABOVE REFERENCED PROJECT WERE RELEASED TO: DATE: / �G (Signature) (Print Name) PRELIMINARY REVIEW !.-� TECHNICAL REVIEW FINAL REVIEW MATERIALS RELEASED: Attached: Site, Landscape &Civil Plans (Must be returned at resubmittal) Letter from Erik Olson Memo from Jim Alderman Memo from Bill Briles Letter from Snohomish County Health District HPA Notice 3000 Rockefeller Ave.,MS 604 Snohomish County Planning and Development Services Everett,WA 082,01 I-PO(425)388-3 11 Structure Permit-Commercial (425)388-3311 Asser,sor Property Tax #:_ 293105-1-017-0004 Permit # 96109763 CP Site Address: 16710 Smokey Point Blvd Arlington 98223 Expires: September 22, 2000 Smokey Point Properties Issued: September 23, 1998 By: scddjg Type: Other Work Proposed: New Permit Description: Hotel Complex/Conference Center Applicant: Smokey Point Properties 16404 Smokey point Blvd Si 301 Arlingaton WA 98223 (360) 653-4555 Work (425) Home Owner: Smokey Point Properties 16404 Smokey Point Blvd Suite 301 Arlington WA U.S.A 982 (360) 653-4555 xo Contractor: Ramo Construction Inc (RAMOC**034LK) 16404 Smokey Point Blvd Suite 301 Arlington WA U.S.A 982 (360) 653-4555 Work (360) 659-8551 Work Front Setback:As Per Approved Site Plan Side Setback: As Per Approved Site Plan Rear Setback: As Per Approved Site Plan T Sec Twn Rng: 29-31-05 16th:8 Lot:2 Subdiv.:SP213-75 Zoning:GC Ref File # 96109763 Valuation 6,000,000.00 LDC mlo Crit Areas Ord Non-Exempt-Urban Main Floor SF 41,285 Mezzanine SF 26,135 fourth floor Second Floor SF 26,135 Third Floor SF 26,135 Total Building Sq. 119,600 Heat Source Natural Gas Special Conditions: PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING ALL PROPERTY LINE LOCATIONS AND RELATED EASEMENTS. I certify that I am exempt from the requirements of state contractors registration under Sec.3,Chap. 126, Laws of 1967. I certify that t ormation furnished by me is true and the best of my knowledge and all work will conform to applicable Snohomish County Code. , Signature Q Date i File COMMERCIAL PERMIT CONDITION PAGE COMMERCIAL PERMIT#: 96-109763-000-00-CP ASSESSOR PROPERTY TAX #: 293105-1-017-0004 PROPERTY OWNER: Smokey Point Properties APPLICANT: Ross Jameson Gary Parkinson,Architects SITE ADDRESS: 16710 Smokey Point Blvd Arlington, WA 98223 TRAFFIC 1. Applicant shall obtain a Type B5 Right-of-Way Use permit for lane closure from the Department of Public Works prior to construction within the County right-of-way. Application shall be made at least 15 days prior to proposed construction date. 2. Sight distance at intersection of private road and Smokey Point Boulevard shall have been provided and verify by DPW before occupancy. 3. Private road shall have been constructed according to approved plans prior to occupancy. 4. Provide evidence that $86,699.12 has been paid to WSDOT before any Certificate of Occupancy. 5. Prior to Certificate of Occupancy record a common access agreement with adjacent property, "EAGLE". QUESTIONS -CALL BILL BRILES AT (425) 388-3488. DRAINAGE 1. Prior to building occupancy final drainage inspection approval will be required. Section 24.12.160 SCC QUESTIONS -CALL JIM ALDERMAN AT (425) 388-3311, EXTENSION 2163. SITE 1. Site improvements shall conform to approved site and landscape plans. 2. All parking and landscape areas shall be installed, inspected and approved per approved plans prior to occupancy. 3. A Landscape maintenance bond for 20% of verified installation costs shall be accepted by Snohomish County prior to occupancy. 4. Signage shall be reviewed and approved under separate permit. QUESTIONS -CALL MONICA MCLAUGHLIN AT (425) 388-3311, EXTENSION 2144. Subject to issuance and expiration date on Permit# s:\formbank\1000\1095.doc 3000'RockefellerAve.,MS 604 Snohomish County Planning and Development Services Everett,WA 98201 IKI (425) 58-3 3 L Grading Permit - Commercial 44 (425)388-33�� Assessor Property Tax #: 293105-1-017-0004 Permit # 96109763 CG Site Address: 16710 Smokey Point Blvd Arlington 98223 Expires: September 22, 2000 Issued: September 23, 1998 By: scddjg Type: Work Proposed: Permit Description: Fees paid under 96-109763CP Owner: Smokey Point Properties 16404 Smokey Point Blvd Suite 301 Arlington WA U.S.A 98 (360) 653-4555 xo W Sec Twn Rng: 29-31-05 16th:8 Lot:2 Subdiv.:SP213-75 Zoning:GC Ref File # 96109763 Exc. Cu Yds 6800 Fill Cu Yds 11,700 Related Permits 96-109763CP T All site work must comply with Chapter 33 of the Uniform Building Code, Title 17 and Title 24 SCC. The permittee must notify the Snohomish County grading inspector twenty-four(24) hours prior to the beginning of the above described work. Should building be contemplated, all requirements of the Uniform Building Code (as adopted and amended by Snohomish County) shall apply. The permittee, or his agent, shall notify the grading inspector when the grading operation is ready for final inspection. Final approval shall not be given until all work, including installation of all drainage facilities and their protective devices and all erosion control measures, has been completed in accordance with the final approved grading plans, specifications, attachments and conditions. Copies of the approved plans, specifications, attachments and conditions shall be available on site at all times during construction. The permittee, successors or assigns, agree to protect Shohomish County and save it harmless from all claims, actions or damages of every kind and description which may occur or be suffered by any person or persons, corporation or property, by reason of the construction, installation, maintenance and use of said earth fill or excavation. ISSUANCE OF THIS GRADING PERMIT DOES NOT IMPLY APPROVAL OF PERMANENT DRAINAGE DESIGN NOR AUTHORIZE CONSTRUCTION OF WORK WITHIN THE PUBLIC RIGHT-OF-WAY. The permit shall be posted in an easily visible location on-site at all times during construction. CALL 388-3385 FOR INSPECTION --24 HOUR ADVANCE NOTIFICATION REQUIRED. BY: _a, - Date Ap} rica t or Ap licant's Representative File Copy CT� . Io'�--�6---s 0�7 , iSH COUNTY COMMUNITY DEVELOPMENT r'10, 5TH FLOOR, ADMINISTRATION BUILDING PERMIT NUMBER:_ 4o—�^�—^.—' �ERETT, WA 98201 GRADING PERMIT APPLICATION NO GRADING WORK OR ACTIVITY MAY BE STARTED UNTIL A GRADING PERMIT HAS BEEN GRANTED BY SNOHOMISH COUNTY. _ Property Tax Account Number: 293105-1-017-0004 Site Location: Smokey Point Boulevard N 0 V 0 5 1996 Section: 29 Township: 31 N Range: 5E, W.M. APPLICANT: Smokev Point Properties Address: 17215 Smokev Point Drive City/Zip: Arlington, Washington 98332 Phone: 206-653-4555 Contact Person/Architect/Engineer: Ostergaard-Robinson & Associates Inc Mailing Address: 3630 Colby Avenue Everett Washington 98201 License Number Phone: 206-259-6445 Description of Use: Hotel complex z ZA File #:_ Commercial File #: Has a Single Family Residential Permit been applied for? N/A R #: E #: Is the slope of the fill site in excess of 25% (4:1 or 140)? No Plat Name: Lot #(s): Short Plat or LTS #(s): Zoning: Comp. Plan and Designation: City of Marysville/Commercial Total Cubic Yardage anticipated to be moved: Excavation: 6,800 Fill: 11,700 GRADING PERMIT FEES BASE FEE $ 200.00 SITE REVIEW FEE $ 100.00 YARDAGE FEE: $0.33 per Cubic Yard $_ 3,861.00 ENVIRONMENTAL CHECKLIST FEE (over 500 c.y. and/or environmentally sensitive areas $550.00) $ SPECIAL INVESTIGATION FEE(if site is tagged, add calculated yardage fee + $200.00) $ RENEWAL FEE (1/2 of base fee and yardage fee) $ Bond Type and Amount: TOTAL PAID $ 4,161.00 Check #: Receipt #: Date: _ SIGNATURE 6( �APICANT AGENT DATE PLEASE CALL 388-3677 FOR APPOINTMENT TO SUBMIT APPLICATION VOLUNTARY SETTLEMENT AGREEMENT TO MITIGATE IMPACTS TO STATE FACILITIES PARTIES Developer, Smokey Point Properties (hereinafter referred to as "Developer"); State of Washington Department of Transportation(hereinafter referred to as "the State") SUBJECT DEVELOPMENT . {t r // ewWola / 5 Inn At Seven Lakes Plaza, County File No. 98109763 94_ tD 9 i,�3 d e «17P/Adw f r S-7 V WHEREAS, the Developer proposed the construction of the above- e�ed "Subject Development"; and, WHEREAS, certain reports and other documents have been prepared by or on behalf of the Developer identifying certain impacts to the highway facilities of the State if the Subject Development were to be constructed; and, WHEREAS, Developer and the State agree that identified traffic impacts arising from the construction of the Subject Development will have significant adverse environmental impacts on State highway facilities if these impacts are left unmitigated; and, WHEREAS, the Developer and the State recognize the State's authority under RCW 43.21 C.075 (State Environmental Policy Act) to appeal or otherwise challenge the determinations of the local government pertaining to the non-significance of developments which in fact have unmitigated impacts upon the state highway facilities; and, WHEREAS, the State and Developer recognize and agree that the State has the right to condition the issuance of access permits upon the mitigation of conditions or potential conditions effecting the safety and efficiency of its highways pursuant to RCW 47.50; and, 1 UC 35 01 0 WHEREAS, the Developer and the State desire to mitigate impacts to the State highway facilities identified in various reports concerning the Subject Development by the Developer contributing the sum of money indicated below; which the Developer and the State agree is the Developer's prorata share of contribution to state highway improvement projects which would mitigate impacts to the State highway facilities caused by the Subject Development, and the cumulative effect of the Subject Development with other developments. NOW, THEREFORE, the Developer and the State hereby agree to do the following: DEVELOPER'S RESPONSIBILITIES 1. The Developer has elected to pay a traffic impact fee of $86,699.12 to mitigate this development's traffic impacts to two state highway projects within the county's TSA for this area. The Developer agrees to pay the $86,699.12 as mitigation for his development's traffic impacts to state highways. 2. The Developer Agrees to pay directly to the State the above mitigation fee of$86,699.12 by delivering a bank check payable to the "Washington State Department of Transportation", to Donald Hurter, supervisor of the Developer Services Section at the time the occupancy permit is issued for this development. The Developer agrees that this sum represents the Developer's prorata share of traffic impact mitigation costs for the above mentioned reason. STATE'S RESPONSIBILITIES 1. Upon receipt of the S86,699.12 payment, the State Agrees that the traffic impacts to state highways by the Developer's proposed Subject Development are deemed mitigated, and the State hereby waives any right to appeal the approval of this project as provided by RCW 43.21C.075 (State Environmental Policy Act). Therefore, IT IS AGREED and understood that this agreement shall be a binding and continuing obligation upon the Developer and all successors in Title to the property which is the subject of this agreement. BY THEIR SIGNATURE BELOW, the Developer and the State certify that they have read each and every provision of this Agreement, including the amount of payment, were negotiated, and that this Agreement was entered into voluntarily by the parties. 2 DEVELOPER STATE OF WASHINGTON DEPARTMENT OF TRAANSPORTATION o g n s.Ke PC 7 Tile: Title: Date: r'J f�i �� (_ Date: ACKNOWLEDGMENTS CORPORATE FORM STATE OF WASHINGTON ) )ss. County of ) r� On this day of 5e`o /�.�_ 19 q4q, before me personally appeared Ppfle X Al,s•�%y , to me known to be the d LxIiVe,e— of the ceeµrafeyr�rthat executed the foregoing instrument, and acknowledged said instrument.to be the ree aril volintary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that P is/are authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. GIVEN under my hand and official seal of the day and year last above written. G A L AG' y e�`•�� pyt cL q�G�7,�1/ rint N Not e) '•� Public ina and for the State of •�:'c'� �pIARy Notary —.— = Washington. My commission PUBIS" expires: S��%e�„�`�.� 17 Z 61o1 i P O,.•oZ, 17 OFrWAB�` 3 P8%27/1998 15:11 4257428130 GARY PARKINSON ARCHI PAGE 07 02/10/1938 13:48 12062583517 cr--Q.1 PAGE 05 �f i i The WSDOT mitigation requirements for the proposed Inn tit Seven Lakes Pla should be as follows: I I. S111531 8c 67th Avenue NE Signalization Fee S 19,12/AUT I Impact = 115 ADT Mitigation 115 ADT X $19.12/ADT $2,1, 8.80 I 2, SR531 Corridor between 43rd Avenue N-9 & 671h Avenue NE Fee — S54.40/ADT Impact = 216 ADT LI Mitigation 216 ADT x S54,40/ADT $11.�50.40 i 3. 172nd Street NI~ (SRS31) Interchange Modlfleallotts ' i Fee $85.79/ADT Irnpact — 848 ADT Mitigation a 848 ADT x S85.79/ADT ■- S744t 9,92 Total WSDOT Mitigation = $86,69.12 i . t All or a portion of the above Wed impact mitigation fees may be requir d by the developer to offset traffic. immicts rosoelated with the Inn at Seven Lakes PI for state impacted intersections, I i If you have any questions, please fccl free to call Sincerely, OSTERGAARD-ROBINSON do ASSOCIATES, INC. i Terr ter and i nt/94 43.EG i I I SNOHOMISH Environmental Health Division HEALTH 3020 Rucker Avenue, Suite 104 DISTRICT Everett, WA 98201-3900 (425) 339-5250 (425) 339-5270 M. Ward Hinds, M.D., M.P.H. Fax: (425) 339-5254 TDD: (425) 339-5252 Health Officer March 3, 1998 Snohomish County Planning and Development Services Subject: Proposed, Hotel/Conference Center/Restaurant, 16710 Smokey Point Blvd., Arlington Project#96-109763-CP The Snohomish Health District Food and Living Environment section has received information from Gary Parkinson Architects indicating that currently no tenant has been chosen for the restaurant portion of this project. As a result only a building "shell" for the restaurant will be constructed at this time. Because of this, the Food and Living Environment section has no objection to this project provided that prior to occupany of or tenant improvements to a food service for this project the Snohomish Health District food establishment plan review process be completed. If you have any questions, please contact me at 425-339-5250. Sing'ere , r; y .._ _ t /Environmental Robert A. Hoppa, R.S Health Specialist tip RH:ek Pl. -�.idT 0 IV c: Owner, Smokey Point Properties Architect, Gary Parkinson Architects • Healthy Lifestyles, Healthy Communities • ENVIRONMENTAL CHECKLIST JURISDICTION: Snohomish County DATE SUBMITTED: July 1995 1. Name of proposed project, if applicable: Hotel/Office Complex 2 . Name of Applicant: Smokey Point Properties/Ralph Monty 3 . Address and phone number of applicant and contact person: APPLICANT: CONTACT PERSON: Smokey Point Properties Contact: Ralph Monty Gary Parkinson, Architects 17215 Smokey Point Drive 2812 Colby Avenue Arlington, WA 98223 Everett, WA 98201 (360) 693-4555 (206)252-2153 4. Date checklist prepared: July 27, 1995 5. Agency Requesting Checklist: Snohomish County Community Development 6. Proposed timing or schedule (including phasing, if applicable) : Construction March 1996 to September 1996 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. No Page - 1 9 . Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal: If yes, explain. No 10. List any government approvals or permits that will be needed for your proposal, if known. Building Permit; Grading Permit; R.O.W. Use Permit; Hydraulic Project Approval 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description. ) Project consists of a 4-story, 99 room hotel of approximately 56, 700 sq. ft., a 4-story office building of approximately 51,000 sq. ft., and a one-story connecting wing between the two of approximately 13,200 sq. ft. There will be a restaurant, coffee shop, swimming pool, and retail spaces. Site contains approximately 225,000 sq. ft. 12 . Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s) . Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. Approximately 112 mile south of Smokey Point and 1-5 interchange on the east side of 1-5 between 1-5 and Smokey Point Boulevard. Site access from Smokey Point. TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (underline one) : flat, rolling, hilly, steep slopes, mountainous, other b. What is the steepest slope on the site (approximate percent slope) ? 1� Page - 2 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY C. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck) ? If you know the classification of agricultural soil, specify them and note any prime farmland. Custer fine sandy loam d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No unstable soils are known in the immediate vicinity. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Approximate grading quantities to achieve design grades. Cut 6,800 cu. yds; Fill 11, 700 cu. yds. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. No, not with erosion control & sediment plan g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings) ? Approximately 75% of the site will be covered by impervious surfaces. h. Proposed measures to reduce or control erosion or other impacts to the earth, if any. Construct approved temporary erosion/ sedimentation facilities, such as sediment trap, detention basin and straw bale check OAMS, permanent landscaping such as turf, beauty bark, and hydroseed. Page - 3 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 2 . AIR a. What types or emissions to the air would result from the proposal (i.e. , dust, automobile, odors, industrial wood smoke) during construction and when the project is completed: If any, generally describe and give approximate quantities, if known. Normal construction equipment exhaust. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. No C. Proposed measures to reduce or control emissions or other impacts to air, if any: None 3 . WATER a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands) ? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. No 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None Page - 4 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. No 5) Does the proposal lie within a 100- year floodplain? If so, note location on the site plan. No 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No b. Ground: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities, if known. Storm drainage will be collected, treated per county requirements and discharged to infiltration basin on site. No increase in discharge will occur over existing conditions. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals: agricultural, etc. ) . Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable) , or the number of animals or humans the system(s) is(are) expected to serve. None, sanitary waste to be discharged to sewer system. Page - 5 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY C. Water Runoff (including storm water) : 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known) . Where will this water flow? Will this water flow into other waters? If so, describe. Stormwater runoff will be collected in a storm drainage system utilizing catch basins. Oil water separators will treat runoff prior to the infiltration system. The infiltration system is sized for the 100 yr. storm event. An emergency overflow system will direct overflow to the existing drainage system to the North. Approximately 9, 769 cu. ft. of storm water stroage has been provided for the infiltration system. 2) Could waste materials enter ground or surface waters? If so, generally describe. No, not if properly maintained. d. Proposed measures to reduce or control surface, ground and runoff water impacts, if any: Oil water separators have been provided to treat storm runoff prior to infiltration. No runoff water impacts are anticipated with the development of this site. 4. PLANTS a. Check or underline types of vegetation found on the site: X deciduous tree: alder, maple, aspen, other X evergreen tree: fir, cedar, pine, other X shrubs X grass pasture crop or grain wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other: water plants: water lily, eelgrass, milfoil, other other types of vegetation Page - 6 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY b. What kind and amount of vegetation will be removed or altered? Miscellaneous scrub maples and alders, shrubbery and native grasses. C. List threatened or endangered species known to be on or near the site. None d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any. Appropriate landscaping will be planted in accordance with all applicable codes and ordinances. Based on impervious site coverage, there will be 24,223 s.f. of landscaping provided plus applicable landscape buffers. 5. ANIMALS a. Underline any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songbirds, other: mammals: deer, bear, elk, beaver, other: fish: bass, salmon, trout, herring, shellfish, other: b. List any threatened or endangered species known to be on or near the site. None C. Is the site part of a migration route? If so, explain. No d. Proposed measures to preserve or enhance wildlife, if any: None Page - 7 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Natural gas for heating and laundry facilities; electric for lights. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No C. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Designed in accordance with the Washington Energy Code and Uniform Building Code. 7. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. No 1) Describe special emergency services that might be required. None 2) Proposed measures to reduce or control environmental health hazards, if any: None Page - 8 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, aircraft, other) ? Traffic 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (i.e. : traffic, construction, operation, other) . Indicate what hour noise would come from the site. Short term - About 90 dBa maximum during normal construction period. Long term - About 30 dBa from occasional automobile traffic. 3) Proposed measures to reduce or control noise impacts, if any: None 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? Commercial b. Has the site been used for agriculture? If so, describe. No C. Describe any structures on the site. Temporary sales models of log cabin structures. d. Will any structures be demolished? If so, what? No, log cabin models will be disassembled and moved. e. What is the current zoning classification of the site? GC Page - 9 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY f. What is the current comprehensive plan designation of the site? 0,1404/7 *nc1alt 1d /)Pu/i - «rid.P/art g. If applicable, what is the current shoreline master program designation of the site? Not applicable h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No i. Approximately how many people would reside or work in the completed project? Approximately 200 maximum. j . Approximately how many people would the completed project displace? None k. Proposed measures to avoid or reduce displacement impacts, if any: Not Applicable 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Building Permit; existing landscape ordinances. 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low income housing. None Page - 10 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low income housing. None C. Proposed measure to reduce or control housing impacts, if any: None 10. AESTHETICS a. What is the tallest height of any proposed structure(s) , not including antennas; what is the principal exterior building material(s) proposed? 45'-011; brick, dryvit, and glass. b. What views in the immediate vicinity would be altered or obstructed? None C. Proposed measures to reduce or control aesthetic impacts, if any: Project will be designed to be a first-class hotel and Class-A office space. 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Exterior lighting consistent with surrounding uses and local codes. b. Could light or glare from the finished project be a safety hazard or interfere with views? No C. What existing off-site sources or light or glare may affect your proposal? None Page - 11 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY d. Proposed measures to reduce or control light and glare impacts, if any? None 12 . RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? Twin Lakes, Arlington airport b. Would the proposed project displace any existing recreational uses? If so, describe. No C. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: None 13 . HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. No b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None C. Proposed measures to reduce or control impacts, if any: None Page - 12 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 14 . TRANSPORTATION a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. I-5, Smokey Point Boulevard b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Yes (Bus #210) C. How many parking spaces would the completed project have? How many would the project eliminate? 341 parking spaces - 0 eliminated. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private) . No e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. Per trip generation manual: Hotel - 8 . 7 per occ. room x 99 = 861 Restaurant & Hotel Services 96.51 x 7.1 = 685 Office Bldg. 16.58 x 52 .3 = 867 g. Proposed measures to reduce or control transportation impacts, if any: Traffic impacts from this development are being met by our R.I.D. assessment previously paid per Snohomish County code. Page - 13 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other) ? If so, generally describe. obviously the fire and police departments would have to be aware of this project, however there would be no need to increase their respective manpower requirements. b. Proposed measures to reduce or control direct impacts on public services, if any: None 16. UTILITIES a. Underline utilities currently available at the site: electricity; natural _ ads; water; refuse service; telephone; sanitary sewer; septic system; other: private well b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Power: Snohomish County P.U.D. Water/Sewer: City of Marysville Natural Gas: Washington Natural Gas Telephone: GTE of the Northwest C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: Date Submitted: Page - 14 FROM RAMO REALTY TEL: 206 653 5332 JUL.24. 1997 11:31 AM P 2 JUL-24-1997 10t16 FROM 425 259 4060 TO 6535332 P.02 OUR". M!fFR '�2 4 1 October 20, r996 997 DEVELOPMENTsmokey Point Proper+rtiS. USE DIV. c/o Ramo, 'zna. 16404 Amo)csiy Point Blvd Arlington WA 98aaa RE: Supplemental Utility Coxuitment Letter To Whom It May concorrii 11iis letter is intanded to olariry and supplameuit the October 17 1990 letter trom Yen Winck.ler wherein the City provi.dad you,with' a commitment to werve your property with water tAnd rorwor utility, service. Snohomish County may rely on this latter in pro6Qq'1zAV- your building permit appltaation(e) . A9 you are aware, the annexation covenant requiramtant of MMC 14.32.040(2) boo boon filiminutod for your property. The City will not require you to annex to Mmryovillo or reign a oovonant,to A-WIAX as oondition of rooeiving utility earviao. The only condition that will apply its that you will be required tp' moet' Marysvil1e'A nermal and customary utility code requiremnntts,'. soh as paYMAn•t of vonnection tuna and charges and aomplianev With, the ordinary code r'equiremantsf that: appay tp al). auatomary whethar� within or outside the pity. Now tbat the conflict you axeated by signing a petition. by wm4kv to ano'thor oi.ty has been removed, the o pity of Marymvi l-le has: bdidp ready, willing and abla to survte your property with watsr'.aT►d sawiW si.no& October 24, 1996--the effective date Of Ordizihnva No. 209li. sincerely 91 DAVE ZA8 City Administrator p6/nd ec:t Ken Winkler., Public works Piroctor bannis Jordan, (via tax, (206) 258-4060, and mail) TOTPL 13.02 Snohomish CoU January 8, 1997 Planning and Development Servi Robert J.Dr county Exec 3000 Rockefelle A/ve Mr. Ross Jameson Everetf•wo 98201-4 Gary Parkinson Architects (206)388-3. 2812 Colby Avenue FAX(206)388.3, Everett, Washington 98201 RE: COMMERCIAL BUILDI N C PERMIT APPLICATION COMPLETENESS and PRELo/ti11NARYR Tax Account Number: Z 93 1 05-1-017 O004w COMMENTS File Number: 96 10976 3 CP Property Owner: Smokey point Properties Dear Mr.Jameson: The above referenced building permit application has been received Development Services. Please use the abov by Planning and e file number when contacting us. NOTE: YOUR BUILDING PERMIT APPLICATION EXPIRES TW IT WAS SUBMITTED. EXTENSIONS ARE GRANTED O YEARS FROM THE DATE APPROVAL FROM THE COUNTY BU1LDINOFHI�ONLY WITH SPECIAL SURE TO RESUBMIT REVISEID &IATERIALS IN A TIMELY-MANNER, IS IN MIND, gE A site visit was conducted and plans were reviewed for requirements Code. Comments on your proposal are provided to apprise under Snohomish County p completeness status and of our requirements for pr�se you of the projects regulatory review of your project. additional information necessary to continue Please note that county and state statutes (SCC 32.50 and Chap ter buiding perm° 1 This r period begins when we notify you that Your application is complete and when ��, require a information to continue processing your a p This 120 day pplication, e have sufficient The comments in this letter are provided in four sections: Section I "Completeness" comments pertain to whether information required by SCC 32.50.050 and id Your application meets the submittal entifi approved Minimum Submittal Requirements ed in the Planning and Develo Checklist for Commercial building Permm�nt Services 8:96109763 Smokey Point Properties Preliminary Review Letter Page 1 Section II "Information Required" identifies additional information required by us to complete the review of your project for a SEPA threshold determination and outlines additional technical needs for further review. Section III "Other" comments apprise you of other agencies that may participate in the review of your proposal. This section lists preliminary concerns of those agencies that could affect the project's approval. Section IV "Resubmittal" comments/contact person for scheduling further review. SECTION I —COMPLETENESS The decision of whether your application is complete is based upon: 1. Information provided in an environmental checklist and any other supporting environmental information submitted with your application; 2. Materials and information submitted with your application pursuant to the minimum submittal requirements of the Commercial Permit Process, 3. Responses from other County departments that have reviewed your application and environmental information; and 4. Project site inspection conducted by at least one staff person. Your application submitted on November 5, 1996 has been determined to be COMPLETE, but needing more information, pursuant to SCC 32.50.050. SECTION II - INFORMATION REQUIRED Building Review Submit two sets of complete architectural and structural plans and calculations. Project Reviewer: Tim Nordtvedt(206) 388-3311, extension 2191. Fire Review Revise your site plan to show a minimum 20 foot wide driving surface along the entrance panhandle. Project Reviewer: Stan Smith (206) 388-3311, extension 2182 Drainage Review Please see the attached memo from Jim Alderman. Project Reviewer: Jim Alderman (206) 388-3311, extension 2163. 6:96109763 Smokey Point Properties Preliminary Review Letter Page 2 Zoning Review Submit two copies of reviseded Site Plan addressing all comments on the enclosed "Markup" sheet. Original "Markups" must be returned with resubmittal. Per SCC 18.45.090 please identify four 10' x 25' loading space(s). (Note: The loading space(s) must not interfere with aisle widths or designated parking stalls.) Locate any biofiltration measures and detention/retention facility pursuant to drainage review requirements on Site and Landscape Plans. Prior to scheduling the Technical Review submittal meeting, verify that site, landscape, and civil drawings match in terms of form and required changes. Provide evidence of water and sewer availablity. Provide a typical cross section for a 6" high landscape protection barrier per SCC 18.43.060 (9). NOTE: All site and landscaping characteristics on your Approved Site and Landscaping Plan(s) shall be installed prior to a Certificate of Occupancy. Any modifications to the Approved Plans must have prior approval. In order to accomplish Public Works requirements it will be necessary to enter into access agreements with adjoining property owners. Provide copies of these draft agreements for us to review. Zoning Reviewer: Monica McLaughlin (206) 388-3311, extension 2144. Traffic Review Please see the attached memo from Bill Briles. Project Reviewer: Bill Briles (206) 388-6440. ` Health Department h attached letter from Robert A. Ho a at the Snohomish Health District. Please see the a Hopp a, Project Reviewer: Robert Hoppa (206) 339-5250 Section III - OTHER Your project may be subject to Washington State Hydraulic Project Approval (HPA) and state storm drainage design requirements associated with same. The enclosed HPA form must be completed by that agency and returned to our office with your resubmittal package. SECTION IV— RESUBMITTAL B:96109763 Smokey Point Properties Preliminary Review Letter Page 3 NOTE: IF REVISED PLANS ARE REQUIRED SUBMIT 2 SETS, UNLESS OTHERWISE INDICATED. PLEASE BE SURE THAT YOUR PLANS ARE GROUPED TOGETHER AND PLACED IN ORDER AS FOLLOWS: 1. SITE, LANDSCAPE AND CIVIL DRAWINGS 2. TRAFFIC CONTROL PLANS 3. ARCHITECTURAL AND STRUCTURAL DRAWINGS It is the applicants responsibility to insure that all site, landscape, and civil drawings conform regarding development characteristics. When you have addressed all the review comments a resubmittal appointment with me is REQUIRED. This appointment is not optional and must be made prior to resubmitting revised plans Do not submit review materials directly to the technical staff listed above. I will review your revised plans and resubmittal materials at the meeting and assure all comments have been addressed. If any comments have not been addressed the plans will not be accepted. All information requested must be submitted at the same time. Once the information has been accepted, your project will be scheduled for the next review. When you are ready to set up the resubmittal appointment, please call (206) 388-3311, extension 2570, and the secretary, will set you up with the next available time. Sincerely Erik Olson Commercial Land Development Coordinator EO/rr cc: file Enclosures: Site, Landscape, Civil Mark-Ups (must be returned at resubmittal) Memo from Jim Alderman Memo from Bill Briles Letter from Snohomish Health District HPA Notice 6:96109763 Smokey Point Properties Preliminary Review Letter Page 4 Snohomish County PLANNING & DEVELOPMENT SERVICES M/S#604 MEMORANDUM TO: Monica McLaughlin, Site Plans Examiner Building Division FROM: Jim Alderman, Senior Drainage Plans E mine Engineering Division DATE: December 3, 1996 SUBJECT: 96 109763 Preliminary Drainage Review for Smokey Point Properties This department has received a site plan dated November 5, 1996 with Planning and Development Services' date stamp. This site plan was used for the preliminary drainage review under the guidelines of Titles 17 & 24 SCC and Chapter 33 UBC. Preliminary drainage review determined that: A detailed drainage plan, a drainage plan check fee, a drainage inspection fee, and a grading fee have been received by this department. • Before drainage plan review a set of drainage calculations will be required. • As part of the drainage review, a down stream analysis report which identifies existing downstream drainage systems and conditions is to be provided. This analysis is to cover a minimum distance of 400 yards from the discharge points of the development. The downstram analysis should have clear photos, basin map and analysis of impacts caused by the development. Applicant is to contact Department of fish and Wildlife for a preliminary HPA review and determination. Water quality measures shall be incorporated into the drainage discharge facilities. 1:S:\ENGDIV\WPUIM\96109763.DOC Snohomish County PLANNING & DEVELOPMENT SERVICES M/S#604 MEMORANDUM TO: Monica McLaughlin, Site Plans Examiner g � Building Division FROM: Jim Alderman, Senior Drainage Plans Examine Engineering Division DATE: December 3, 19 6 SUBJECT: 96 109763 Prel' igary Drainage Review for Smokey Point Properties i i This department has received a site plan ted Nove ber 5, 1996 with Planning and Development Services' date stamp. This s p an was sed for the preliminary drainage review under the guidelines of Titles 17 & 24 SC and Chapter 33 UBC. Preliminary drainage review determined that: • A detailed drainage plan is required before a building permi an be is ed. Such a plan is needed to meet the mandatory drai age re uireme of the drainage ordinance. Applicant is to submit 2 comple vil drawings. • The detailed drainage plan must be prepared by a professional civil engineer licensed in the State of Washington and so stamped. • A drainage plan check fee, a drainage inspection fee, and a grading fee have been received by this department. 1:S:\E N G D I V\W PU I M\96109763.DOC As part of the drainage review, a down stream analysis report which identifies existing downstream drainage systems and conditions is to be provided. This analysis is to cover a minimum distance of 400 yards from the discharge points of the development. The downstram analysis should have clear photos, basin map and analysis of impacts caused by the development. Applicant is to contact Department of fish and Wildlife for a preliminary HPA review and determination. Water quality measures shall be incorporated into the drainage discharge facilities. 2:S:\E N G D N\W P U I M\96109763.D O C MEMORANDUM CEV�?';+ � Erg!) December 18, 1996 DEC 23 10195 TO: Monica McLaughlin, Commercial Project Coordinator PLANNING & DEVELOFsAENT Building Review Group (710) SERVICES • LAND USE DIV. Department of Planning and Development Services FROM: Bill Briles, Land Development Analyst ,VV SUBJECT: CP 96 109763 (Smokey Point Properties) This project is being reviewed under the guidelines of 26B SCC and Title 13 SCC [the Engineering Design and Development Standards,. EDDS] The Department finds it cannot recommend approval at this time. The following additional information is needed and\or the plan needs to be revised. Facts and conclusions Traffic impacts This project is within the boundaries of the Smokey Point RID #24. Under, that program, county road impacts of development's traffic is mitigated by participation in the RID. No capacity payment is required, and the proposal will be concurrent. Review fee The Department has determined that this project will need to pay the maximum review fee of$5000.00. This is the same amount that has been.accessed against other developments located in the Smokey RID # l 24. The applicant has paid $200 dollars, therefore an additional $4800 must be paid before the Department will complete its review of the project. ?' 26B 55.060 Right-of-way requirements: \ • (1)Developers shall be required to dedicate right-of-way to the county for road purposes as a Ql condition of approval of a development, when to do so is found to be reasonably necessary by the director or a county hearing body, to mitigate an impact which is a direct result of a proposed development, for the improvement, use or maintenance of the road system serving the development. l The project has no'frontage on an opened and maintained county road. Therefore this section of code is not applicable. Frontage Improvement Requirements 26B.55.050 SCC Snohomish County Public Works,Operations and Systems Management (M/S 607) Printed on Recycled and Recyclable Paper Monic McLaughlin 96 109763 page 2 of 7 All developments will be required to make frontage improvements on the parcel's frontage along any opened, constructed, maintained public road. The improvement standard will be established by the director as outlined in the department's policy and procedure on frontage improvements. The project has no frontage on an opened and maintained county road. Therefore this section of code is not applicable. 26B.55.130 Transportation Demand Management (TDM). This proposal will have peak hour traffic therefore the code section of TDM is applicable. (1) Transportation demand management (TDM) is a strategy for reducing vehicular travel demand, especially by single occupant vehicles during commuter peak hours. TDM offers a means of increasing the ability of transportation facilities and services to accommodate greater travel demand without making expensive capital improvements. This is a particularly important strategy in cases where road facilities have already reached the practical limit for physical expansion, congestion is severe, and projections for future traffic indicate continued growth. (2) TDM employs a wide range of measures to increase the use of ridesharing, carpools, vanpools, transit, and non-motorized transportation such as bicycling and walking. Transportation coordinators, ridematch assistance, preferential parking, flextime, transit subsidies, increased parking fees, reduced parking supply, and provision of shuttle services in areas lacking transit service are examples of TDM measures. TDM measures can be characterized as site-design features facilitating TDM compatibility which consist of fixed physical features in site design or capital facilities, and programmatic measures specific to users of the sites (e.g. employers, customers, clients). (3) Trip reduction credits procedures. Developers are encouraged to provide TDM measures to mitigate their traffic impacts and may be eligible for trip reduction credits. (a) Developers will be informed of TDM options at the presubmittal conference. (b) The department will help developers apply the on-site design principles of Sno-Trans' "A Guide to Land Use and Public Transportation" (document available for reference at the department)to facilitate compatibility with TDM. (c) TDM measures eligible for trip reduction credits may include construction of on-site design features for TDM compatibility and/or implementation of voluntary trip reduction programs. Additional TDM measures with an area-wide impact may be eligible for trip reduction credits on a case-by-case basis. (d) Developers wishing to receive credits.by providing TDM measures must provide TDM plans with their initial development application. Such TDM plans will describe the TDM measures proposed for the development. (e) The department will determine if a development application's TDM plan meets the requirements for on-site TDM compatibility and/or voluntary trip reduction programs and/or measures with an area-wide impact and will determine the amount of trip reduction credits allowed. (f) A development proposing TDM measures shall include the TDM plan as part of a mitigation proposal under SCC 26B.55.010. Monic McLaughlin 96 109763 page 3 of 7 (g) The written submittal of voluntary trip reduction programs shall be provided in the TDM plan in a form acceptable to the department. When a traffic study is required the submittal will be part of that study. (h) On-site features accepted for TDM compatibility in a mitigation proposal and/or measures with area-wide impacts allowed credits under this section must be constructed before any certificate of occupancy or final inspection will be issued. (i) Special access easements accepted for TDM compatibility in a mitigation proposal must be recorded as restrictive covenants on the appropriate property title(s)before any certificate of occupancy or final inspection will be issued. 0) Voluntary trip reduction programs accepted for TDM compatibility in a mitigation proposal must be recorded as restrictive covenants on the appropriate property title(s)before any certificate of occupancy or final inspection will be issued. Such restriction shall state that the owner agrees to the implementation and ongoing operation of a voluntary trip reduction program as per Title 32 SCC by the proposed occupant(s) of the site and by all subsequent occupants as a condition of use for that property. (i) The department will release the owner from title restrictions after a six-year time period during which the owner the development demonstrates satisfactory fulfillment of the terms of the voluntary trip reduction program as agreed upon in the TDM plan. (ii) The department will determine fulfillment of the terms of the voluntary trip reduction program through the development's annual report and through verification by the department's monitoring program under SCC 26B.55.130(9)(d). (iii) If the department determines that the terms of the voluntary trip reduction program are not being fulfilled the department will notify the developer or owner in writing. (iv) After the determination of program fulfillment has been made for the sixth year of the voluntary trip reduction program, the department shall, within ninety days provide appropriate documentation enabling the owner to remove the voluntary trip reduction program title encumbrance. (k) Voluntary trip reduction programs accepted for any development occupied by an affected, major employer subject to the provisions of the commute trip reduction ordinance, SCC 32.40, shall, in any cases of conflicting requirements, meet the requirements of SCC 32.40. (4) Application of trip reduction credits. Trip reduction credits allowed to developers will be used in determining the development's traffic impacts subject to mitigation. (a) Approved trip reduction credits will be applied against a development's calculated vehicle trip generation including P.M. peak hour trips and ADT. The adjusted vehicle trip generation number reflecting approved trip reduction credits may be used in one or more of the following ways: (i) In determining any proportionate share mitigating payment imposed under this title to mitigate the development's impact on the future capacity of county roads-and/ (ii) In determining impacts for concurrency determinations as per SCC 26B.55.030; and/or (iii) In determining peak-hour trips impacting inadequate road conditions as per SCC 26B.55.040(1); and/or (iv) To determine a development's impacts on other jurisdictions'transportation facilities. Monic McLaughlin 96 109763 page 4 of 7 (b) Developers required to provide TDM in accordance with this title may use trip reduction credits approved under this section to partially or completely satisfy those requirements as follows: (i) Developers may use trip reduction credits approved under this section, equal to or greater than the minimum required trip reduction percentage completely satisfy a requirement to provide TDM. (ii) Developers may use trip reduction credits approved under this section, less than the minimum required trip reduction percentage to partially satisfy a requirement to provide TDM In this case, the amount of the developer's TDM obligation tinder SCC 26B.55.140(3) shall be reduced by a factor equal to the development's approved percent trip reduction credits divided by the minimum required trip reduction percentage. (c) The department will encourage other jurisdictions to allow trip reduction credits granted to a development to apply against its calculated trip generation including p.M. peak hour trips and ADT for use in determining impacts on state facilities as per SCC 26B.55.070 or other jurisdiction's facilities as per SCC 26B.55.080. (5) Modification of TDM plans. After occupancy or upon resale, a development and/or owner which decides to not implement or discontinue a trip reduction program contrary to the title covenant or to remove or cease maintaining site-design features contrary to the developer's TDM plan may do so by making a payment to the department equal to the amount of the discount(s) resulting from the initial credit to any proportionate share mitigating payment imposed under this title to mitigate the development's impact on the future capacity of county roads, mitigation requirement and/or any TDM payment under SCC 26B.55.140(1)with adjustments for inflation. (a) The county shall, upon receipt of such payment release the developer and/or owner from any further trip reduction program obligation and allow the developer and/or owner to remove the restrictive covenant and/or release the developer and/or owner from obligations of the TDM plan. Upon failure by a developer and/or owner to make such payment in full to the department, the director, after notice to the developer and/or owner, may place a lien upon the property for an amount equal to the required payment and/or withhold further certificates of occupancy or occupancy approval. (b) Upon failure by a developer and/or owner to maintain on-site features approved as part of a TDM plan or to continue an approved trip reduction program contrary to a restrictive covenant, the director, after notice to the developer and/or owner, may place alien upon the property for an amount equal to the discount(s) resulting from the initial credit to any proportionate share mitigating payment imposed under this title to mitigate the development's impact on the future capacity of county roads, mitigation requirement and/or any TDM payment under SCC 26B.55.140(1)with adjustments for inflation. (6) Trip reduction credits for TDM compatible on-site design features for commercial developments. The department will allow a five percent trip reduction credit to any commercial development including multi- family residential deemed "TDM compatible" by incorporating all of the following on-site design features to the satisfaction of the department: (a) A design for a basic circulation system that provides continuity of pedestrian systems related to the primary road network; and Monic McLaughlin 96 109763 page 5 of 7 (b) A safe, convenient pedestrian facility that meets the department's Engineering Design and Development Standards (EDDS)that joins the front building entrance(s) directly with frontage improvements; and (c) A safe, convenient pedestrian facility that meets EDDS that joins the front building entrance(s) with all other on-site front building(s) entrances; and (d) A safe, convenient pedestrian facility that meets EDDS that joins building entrance(s)with any bus stop or pedestrian facility (e.g. commuter trail) located adjacent to the development; and (e) Where practicable and desirable for pedestrian access, provision of special easements to facilitate pedestrian circulation between the site and adjacent neighborhoods, schools, shopping areas, transit facilities, or other activity centers; and (f) Where practicable and desirable the use of minimum setbacks to reduce walking distances; and (g) Where practicable and desirable the placement of vehicle parking to the sides and the rear of the buildings; and (h) Where practicable and desirable lighting and weather protection for pedestrian facilities; and (i) For non-residential developments, secure bicycle parking (preferably covered) spaces located near the front entrance(s) that number at least two percent of the development's calculated P.M. peak hour trips; and 0) For employment sites, signed preferential parking spaces for carpools or vanpools that number at least six percent of any employee parking spaces. (7) Additional trip reduction credits for TDM compatible on-site design features for commercial developments. The department will allow additional trip reduction credits as indicated below to any commercial development including multi-family residential agreeing to implement a voluntary trip reduction program under this section and deemed "TDM compatible" for on-site design under this section which constructs or incorporates certain additional on-site features to the satisfaction of the department. (a) For employment sites an additional one percent trip reduction credit for on-site bicycle facilities including bicycle parking lockers or secure/covered racks and bicyclist/pedestrian shower and locker facilities sufficient to meet the needs of one percent of the development's peak hour commuters; and/or (b) An additional one percent trip reduction credit for a reduction of required parking spaces under SCC 18.45.055 resulting in provision of parking spaces less than the amounts specified as minimum requirements under SCC 18.45.040, The applicant needs to provide a plan showing how the TDM criteria will be met by this development. The TDM plan shall also include pedestrian facilities to the adjacent properties to the east and north. 26B.55.070 State Highways: • (1). Mitigation requirements for impacts on state highways and at intersections of county roads with state highways, will be established by the Washington State Department of Transportation (WSDOT) Monic McLaughlin 96 109763 page 6 of 7 rather than the provisions of Chapter 26B.52 SCC and 26B.55.010 SCC through 26B.55.060 SCC. WSDOT currently uses a threshold of 10 pht to determine if mitigation is warranted for the development's impact on their road system. Since this development will be generating more than 10 pht., they will have to determine if there will be impacts on their road system. A traffic study may be required by WSDOT for their review and approval of this development traffic. The Department will not be able to approve the project until final written comments have been received by them. 25B.55.080 Other Streets and Roads: Such city,town or other county may determine the threshold at which a developer must mitigate direct traffic impact and what mitigation measures are needed on such streets or roads and assign all or part of such mitigation to the developer. This proposal could have impact on the street system of Arlington and Marysville located in TSA"A". It will be up to them to determine if mitigation is warranted for any impacts.. GMA Policies Transportation Section 4.D.5 Joint driveway access and internal site circulation shall be achieved whenever practical as a condition of new development for adjacent properties that have compatible land uses. 3.B.1 Adequate pedestrian access to and circulation within all developments has be maintained. The site plan will need to be revised to provide for vehicular and pedestrian access to the properties to the north. An access easement shall be executed with the property to the north for joint circulation. Pedestrian access shall be provided for the property to the east. Road Design All road whether public or private shall be designed per the EDDS criteria based.on average daily trips expected to use that road. The private road serving this parcel is based on that ADT potential would be classified as a collector. The private road will need to be designed to meet that criteria. The sidewalk width for commercial development is 7 feet and not the 5 feet shown on the plan. A cul-de-sac is needed at the end of the private road. This cul-de sac shall be designed to meet the criteria of EDDS plate 6-010. Monic McLaughlin 96 109763 page 7 of 7 The private road serves other parcels the easement width needs to be shown on the site plan. The easement width shall be sufficient to fit a collector road section. Driveways to the private road need to be designed to meet the criteria of EDDS based on the frontage length along the private road. The number of driveways shown on the plan do not meet this criteria. Sight distance The private road access currently does not have intersection sight distance when one looks to the north. This is due to landscaping located on the line of sight when a vehicle is stopped 15 back from the curb line. The applicant will have to remedy that situation by obtaining permission from the current owner to remove the landscaping and agreeing to a covenant to limit landscaping over 18 inches in height or obtain the area in the line of sight as right-of-way. Once the applicant has addressed all of the issues to the satisfaction of the Department, comments have been received from WSDOT, the Cities in the TSA, and the applicant has paid the further review fee of $4800.00, the Department will be able to complete its review and establish conditions for approval of the application. . cc: file 969763pc/cbp-1/bbw SNOHOMISH Environmental Health Division HEALTH 3020 Rucker Avenue, Suite 102 DISTRICT Everett; WA 98201-3971 M.Ward Hinds, M.D., M.P.H (206) 339-5250 (206) 339-5270 Health Officer Fax: (206) 339-5254 TDD: (206) 339-5252 December 4, 1996 Smokey Point Properties Ramo Construction,Inc. 16404 Smokey Point Blvd., #301 Arlington, WA 98223 Subject: Proposed, Restaurant, 16710 Smokey Point Blvd., Arlington Dear Sir/Madam: The Snohomish Health District has received notification from the Snohomish County Planning and Development Services of your proposed hotel, conference center and restaurant at 16710 Smokey Point Boulevard in Arlington. Prior to commencement of construction of the restaurant plans and specifications, along with a plan review application and plan review fee, must be submitted to the Health District. A plan review guideline, plan review application and current fee schedule are enclosed to help expedite the process. If you have any questions,please contact me at (206) 339-5250. Sinc 7 1 ert A. Hoppa, S. Environmental He th S cialist RH/ek cc: Gary Parkinson, Architect Snohomish County Planning and Development Services Enclosures • Healthy Lifestyles, Healthy Communities Snohomish County Planning and Development Services Robert J.Drewel County Executive M/S#604 HYDRAULIC PROJECT APPROVAL NOTICE 3000 Rockefeller Avenue Everett,Wo 98201-4046 (206)388-3311 FAX(206)388-3872 DATE: PROJECT: FILE NUMBER: Project Applicant: The above referenced project may be subject to State of Washington Department of Fisheries review and Hydraulic Project Approval (HPA) determination. Should the State require HPA approval for development permits there may be design standards and criteria that differ from standard county requirements. State standards should be incorporated into project plans and/or documents for ultimate construction purposes. Please contact the Department of Fisheries at (206) 339-1718 for a preliminary HPA review and determination of whether specific measures must be taken for further state review. The review form must be completed by the State and resubmitted with your County Technical Review submittal package. YOU, THE APPLICANT, ARE RESPONSIBLE FOR ASSURING THAT ANY STATE DESIGN STANDARDS ARE REVIEWED AND APPROVED FOR CONSTRUCTION PURPOSES. HPA- NOT REQUIRED HPA- REQUIRED State of Washington Department of Fisheries reviewer: Date of Review: Signature rec;cred cape, t°i /1�11998 13:48 12062583517 OSRO PAGE 03 OSTE,RGAARD ROBINSON E� ASSOC, INC. CONSULTING ENGINEERS 36COLFY AV?Nli :VLRET1,WA 98A1( (206)259-6445 BELLEVUR(206)827-5854 July 8, 1997 " Ed Giraud av 4 4r/Y ° y J l WSDOT District 1 15700 Dayton Avenue North Seattle, Washington 98 133-9710 Re: Inn at Seven Lakes Plaza Traffic Analysis Dear Ed: PLANNIh'a r ;.?EVE This supplemental traffic analysis is being completed ti�c� �ia"te',Iheitr�N FikTated rAL with the proposed Inn at Seven Lakes Plaza oil state controlled arterials and internee ions. The developer is proposing to develop the 5+ acre site into a hotel and officel complex. The hotel will be a 99 room hotel with retail, restaurant and banquet facilities. The general office building space proposed is 44,990 square feet. An estimated buildout year Ibf 1998 is anticipated. The site. will have one access point from Smokey Point Boulevard on the southern most point of the site. A site plan for the project can be found on Figure 2. j The site is in the. NEI/4, Section 29, Township 31N, Range 5E, W.M. of unincorporated Snohomish County. The project is located on the west side of Smokey Point Boulevard approximately 1/ mile south of the intersection of Smokey Point Boulevard & 172nd!Street NE (SR 531), A vicinity map illustrating the project's location can be found on Figure 1. The trip generation for the proposed Inn at Seven Lakes Plaza was obtained from the "ITE: Trip Generation Manual, Fifth Edition". Specific references are made to band Use Code 310: Hotel and Land Use Code 710: General Office Building. This data provides thiI estimated amount of average daily trips (ADT) and peak hour trips (PHT) generated by a project. The estimated trip generation for the proposed Inn at Seven Lakes Plaza can be found oil Table 1. i i 62''/10/1998 13:48 12062583517 OSRO PAGE 04 . 1 , TABLE I TRIP GENERKFION Tnblo I-A i Land Use Code 310: Hotel "Per (kcupled Room" Rooms(X) = 99 i PM PIIT T — 1(1.237/ X) + 0.000711-t T = [(1.237199) + 0.000711-t i T = 76 ADT ' T — 8.802( X) - 59.208 T = 8.802(99) - 59.208 T 812 Table I-B J . . . 1A-ml Use Code 710: General Office Rulldirig t Per 1000 Square feet Grbss Floor Area; Aren(]O — 44,990 S.F: PM PUT 1-n(T) = 0.737 Ln(X) + 1.831 Ln(T) — 0.737 Ln(44.99) + 1.831 T = 103 ADT Ln(T) = 0.756 Ln(X) + 3.765 Ln(T) = 0.756 Ln(44,99) + 3.765 T = 767 -- Tiltiie 1-C Trip Generation Summary i Time Hotel Office Gross Capture Capture Net Volume Rate"' Volume Volun'e PM PHT 76 103 179 (45%) (81) 98 ' ADT 912 767 1,.579 (9%) (142) 1,43i t'iPer rrT' Trip[irneration, 5lh Edilinn,Chapter Vnl: Multi-Ilse Developments/Quantifying Capture Rates, Pages ITT through 1-52. The trip distribution of vehicles utilizing the surrounding arterial system was determined from field observations, P.M. peak hour counts, analyzation of the local arterial system, and previous studies conducted by this consultant in the vicinity of the site. Figure 3 illustrates the estimated trip distribution generated for the proposed inn at Seven Lakes Plaza. t I i I „ A62J10/1998 13:48 12AG2583517 OSRO PAGE 05 i The WSDOT mitigation requirements for the proposed Inn at Seven Lakes PIL should be as follows: 1. SR531 & 67th Avenue NE Signalization Fee — $19.12/ADT Impact = 115 ADT Mitigation 115 ADT X $19.12/ADT = $2,198.80 i I 2. SR531 Corridor between 43rd Avenue NE & 67th Avenue NE Fee — $54.40/ADT � . Impact = 216 ADT � Mitigation = 216 ADT x $54.40/ADT = $11,?150.40 3. 172nd Street NE (SR531) Interchange Modifications i Fee — $85.79/ADT Impact. = 848 ADT Mitigation = 848 ADT x $85.79/ADT Total WSDOT Mitigation = $8O'69.12 i 11 All or a portion of the above noted impact mitigation fees may be requir�d by the developer to offset traffic impacts associated with the Inn at Seven Lakes Plaza for state impacted intersections. i If you have any questions, please feel free to call. Sincerely, OSTERGAARD-ROBINSON & ASSOCIATES, INC. i Terr h3.EG er and nt/94 ne,/I0/1998 13: 4R 121t62583517 nSRn PAGE 06 �r EI R � R r7 \ _ f _ 7t - { N ' ;ter s o •s r VICINIT'Y MAP z 2000' Q a �/ i ' io a. r. W y 1 z�r�►w 1 � dvj... Oer..r J �7 r.�••iI-� AL//�!r WI.r Ft M w�/�rw W/+� `— � v MOMF �rr•� 178IJ+lmf!,=,1Km 7-2 ` ILL gorm@ +AA7 7RIOQf+Or1. A/1Olr 0. O � OLL..T AtfMr+ �7� 11o+l1b-77)) 1 own �.a.r. or A•eoa+.eml VmL— eoorr7 �.-�•: ��wr �77 w AMrA7lu cxwrAcn $41 M,1my A 1 T►1W I � 0t u Domwm m— .0,2Y 12/1990 00:a1 1206259, 3517 OSRO PAGE 03 NOW,THEREFORE, IT IS UNDERSTOOD AND AGREED AS FOLLOWS: 1. The Develop qr appoints the County of Snohomish as true and lawful attorney for it and as an irrevocable proxy,as petition and/or cast a vote for approval of any Road Improvement District fortned as provided in Ch.36.88 R.W. as now enacted or later amended,to petition for and/or to cast a vote of approval For any local improvement district,which is to be established for accomplishing ultimate. road anti rehred improvements to the following roads and/or intersections identified as necessary in the future in connection with this development approval: SR531 from 43`d Avenue NE to 67`t' Avenue NE in the following manner: Widen SR531 from 43`d Avenue NE to 67"' Avenue NE to five lanes. This power of attorney shall be a conveyance of an irrevocable interest in the real property involved in this proposal and the Developer does, by this agreement, convey to the County such lin,itcd interest in the following described land: N3/8 OF I'DT: N V2 SC1/4 SE1/4 NEI/4 LY ELY OF ST HWY LESS FDT ALL TH M'N NEI/4 SE1/4 NEI/4 DAF COM NE COR SD SUB TH S84"90 08W ALO N LN SD SUB 30.02 Fl-TO W LN CO RD &TPB TH SLY ALG W LN SD CO RD 212.75 FT TH W PLL TO N LN OF NEI/4 SEl/4 NEl/4 SD SEC 204.75 177 TI I N PLL TO W LN SD CO RD 212.75 Fr TO INT WITH N LN SD NEI/4 SE1/4 NE IM TH F A LG SD N LN 204.75 IT TO TPB &LESS RDS This power elf attorney shall be a covenant to run with the fee title to the above-described real property perpetually; PROVIDED: the County shall deliver a signedrelease of this power of attorney after installation of the ultimate improvetn0ots has been completed. ,2, IV 199.3 08:41 12062583517 OSRO PAGE 04 2. The county agret>s that the consideration for this agreement is the approval of,or perrhitting of, the development applic:d.pfor; and in the event the County does not approve the development application related to rl-iis agreement,'this agreement and power of attorney shall be void and of no effect. 3. "Ilhe Developer agrees not to protest formation of such a road improvement district or local improvement distrir..r and acknowledges that Developer has read the four pages of this agreement and certifies that Developer has the capacity to sign this document in the capacity indicated. NOTE: SiCNA'IURES.MUST BE NQIARiZED. � LCJ IN WITNESS WHEREOF, the Developer has signed this agreement this NOTE: REAL?histructinns on Signing Non-Protest Agreement Prior to Signing. Sign only ONE of the Following Options. DEVELOPER - Option 1 (single person only) a single person DEVELOPER - (�)tion 2 (husband d wife only) r � ,✓� a married person a married person and their inkital coinniunity. `7 •3- 1 .FROM : RAMO REALTY TEL: 206 653 5332 FEB. 13. 1998 11:32 AM P 5 02/12/1998 08:41 120L250'bl7 OSRO PAGE ,06 Dl?VELOPER.Opoon 1 (business entity) N-21Cc See conditions for county acceptanee of signature on behalf of a business, A copy of a rorporate or partnership tesolut.ion showing your authority to sign on ixhalfof the corporation or partnership must Ix, a1mc-herl to thN agreemPnt or it will not hp, ItrrwA-.osnd by or rPmn-led by Staoltiomish Caaunty, ACKNOW[EDOMENT• INFAVIDUAL OR PARTfNNRSHIP S'1'AI OP WASI 11NGTON) 88. COUNTY Or SN(--)I-iOM1SFI) yy/� Ort this day rcrsonally appeared I.xr.ft-pre ill AI(Ak% C rJ rah ...,)- <. C1f)j1�1_t.}0 me known+ 4to 1w the individual(q) dp.wrilw rl and whocxeeuted the fumgoingin'strument, and arkltowledged that ti+ev ItttvF.sunned the same ac their free and voluntary Act and deed;th;st they have the authority tc►sittn rids durutnc+nt of,+ix IIa&,e.q As they have indicated,and for the uses and purposes thet•ein•mentioned. C;1VFN uttcirr my bond and o(Iie ial areal this, �.d,)v of_ _Qn,, (NPTARY PUBLIC:in and fOT the tote of Wtashl gtoos � - Receipt Ackno%iedged SNOHOMISH COUNTY DAtrir •4- ALAA Snohomish County Planning and Development Services Robert J. Drewel September 8, 1997 County Executive M/S#604 3000 Rockefeller Avenue Everett,WA 98201-4046 Mr. Ross Jameson (425) 388-3311 Gary Parkinson, Architects FAX(425)388-3872 2812 Colby Avenue Everett, Washington 98201 RE: COMMERCIAL BUILDING PERMIT APPLICATION TECHNICAL REVIEW COMMENTS Owner: Smokey Point Properties Tax Account Number: 293105-1-017-0004 File Number: 96-109763-000-00-CP Project Name: Smokey Point Properties Dear Mr.Jameson: NOTE: Your building permit application will expire on Thursday, November 5, 1998. extensions are granted only with special approval from the County Building official. Be sure to resubmit revised materials in a timely manner, and allow for review time. Attached are marked up drawings and Technical Review comments for the subject project. The next step in the approval process is to address the items contained in the "package" enclosed and schedule a resubmittal appointment with me. SITE REVIEW COMMENTS Submit 3;copies of a revised Site Plan addressing all comments on the enclosed "Markup'" sheet. Original "Markup" must be returned with resubmittal. The landscape cost estimate on your landscape plan is listed as $4,800, The one on your previous plan was $42,400. Qlease clarify which is correct and revise on plan as J, necessary. �/f/ ldl,) f j 2nd Request: Your project may be subject to Washington State Hydraulic Project I (� Approval (HPA) and state storm drainage design requirements associated with same. The enclosed HPA form must be completed by that agency and returned to our office with your resubmittal package. 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N N O N _ N N O U �p CY7 M J U J N C C Q cn W 3 > `� E m >, `� m L m D U N 7 C Q (u L °) a) O p L (Q Q a s ,q a) a CL;� Oa w p > m a) C V U rn�- V U U N E 'C j O Q. m U x c o 2 m 0 o o O O O N m C v m c- Q •c •t B 3 c a) d � Zv n E Ewa m o c c a) omL� — cn - 5F- Jzcnoal- W -i as oQ a -iU) - 'c o W a) L a) o m N j,o N a ZU Q Ecncn m .,U NU) a: U) Ua oo N in rt m \ � ILL O IIIII II III I III IIIIIIII nr. z I I I I I I I I N CU a «s = m L a) m � ro � ai ami � -, �n�c� o _ Q) N 7 p U 8p c p rn n ° I� > c r o ,� �L � rnm � ncE >_ O N C a _ V1 N c ai c� =p ro ° .� l cn,> a) c o N 7 N td p m E � 5 — C- c m �;o � U) O E c0 3 Oo °' ° � L (n aD m m:E;3 a L N ro �° w 1-. 'n 3 ,n E, 1-, tt O > Z7 E �J rni.vc� _ t si O n a J 3 Cl. Sn)i io.T -O a_ - ICU O n ro , c ca) aM o Um � 00 Du) ; rn �� a) Z p :� (d N c N Cr tn - ' `° 3 Wn u' Urn E O:E o (1) ic - -43 c- a) v m - C) c o c c O LO ro � c' . 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H En ; + +a ' o O 0 a o U Ell ` b oo aas d o rn U CL4 2 ho o o o 1 0 A P-W >, o � �d aS q .� as cYa aNi G ~ chi N api c� F- 5 y ca 7 as va H Ncd b y Q 0 ,V p P-0 . . in aIr. 10 ,X" s, r� q r of o a) al 44 b Y U > r� d CO 0.lWi u 4� E o a F \ V/l Z ': 00 h � +p a ry � � a oo Cl) � � LL- ri `\ o rJ [z. "OR Va. M b. N G W €S x r� i� E � o ON .b c M E ,Q v Q Cy e y. ,f7 D 45 YS � O M a '_' Qi -� 9' �L. - - - - - — -- - C o - co, PO P f v +1 U po 'T �J\ m s� a I N T o d 0n c, rq 4� Q r r g; eel � Q -� _ F z� y ,L � m u cl a. In c,:. rR �'. 2 2 M O E- 0 CN ry C-4 C� IV 41 W, 'n co C-1 Vka �ry C?3 C12 M E P, C) CL A op v1 r. cc Al v q - ' C—PF ps ? pUe � q 7a G � [ pb •o � rs CDCo c� a 3 Cn y U O �J x O U U O o ZOG. V _ � �v ri � a co m Ic J CV 4Z }F- G G L" k� I , a. O V um. s2 c G7 Ci m C N � o a �c vi Q1 eS Q No '� F cr, J x � = I/3 cr c/1 L rJ IJ U u Z 1:.. ..w L �J _ O u c a w ti -C ` > N u O c o U L CL- CL. ' Q- < a_ -- CJ Q O ru � Q LLI oa Q c �- o ti U U LL 0 U O ce i v� b v = C� w S ` W v • ` (IQ o o 0 m �- Q o a O p V Q OL 0 V — dJ a, z z cu L a Z 0 0 z ) v U O uCilCL.. o- m Q IW— U� i a to F� U U Cr cr 0 -a v 0 O SO IN H " o. C p' c y I�lj ° q V3 P61 \\� �; • � �� ^� Y� G, a ca cn r+ _ M oN p V3 Co 4, Ng W U SMOKEY POINT PROPERTIES an OFFICE COMPLEX HYDRAULIC CALCULATIONS 31 •� �VI N 0 V 18 1994 LDf/C0VPITE R Com.miU!'d TY Est;Vf: 0'VENT OSTERGAARD • ROBINSON &ASSOC. INC. CONSULTING ENGINEERS SMOKEY POINT PROPERTIES an OFFICE COMPLEX HYDRAULIC CALCULATIONS SITE DESIGN The proposed drainage facilities for the project will consist of an infiltration system that is designed to handle the proposed developed flows with an emergency outfalling to the pre-developed drainage course. The soils in the area appear to be generally Lynnwood Loamy Sand 0 to 3 percent slopes, which are a Class C soils group. The hydraulic calculations used were the Y & W method to initially design the trench lengths. The Stormwater Management Manual was then used to check the trench design and incorporate the design BMPs into the system. Water quality will be maintained by oil separators in CBs flowing into the trench system, enlarge 12"4 perforated pipes with 0. 5 ' parking lot ponding will provide storage volume. Protective filter cloth layer on the top and sides of the trench with a sand filter will be provided (if required) by the soils engineer pending field conditions. GRADING AND T.E.S .C.P. Approximately earthwork quantities are as follows: •Cut approximately 6, 800 cubic yards •Fill approximately 11, 700 cubic yards Erosion control will be maintained by temporary swales, temporary settling ponds, check dams and silt fencing. A gravel construction entrance will be provided for vehicular traffic leaving the site. Department of Ecology standard B.M.P.s will be followed to negate impact to the surrounding properties. 'l INFILTRATION RATE 1 Given: Perc rate = 5 min./in. I5 min./in. = 0.20 in. /min. 0.20_ in. min._ = 0. 0167 ft . /min. 1 12 in./ft. 0 .0167 ft . /min. = 0.0003 ft./sec. 1 60 sec. /min. Typical Trench Proposed infiltration trench area 900 sq. ft. (Per 160 LF of trench) IQaa(infiltration) = 0.0003 ft ./sec. (900 ft .2) = 0.27 cfs i Determine Storage Volume required (25 year storm) Worst Case JContributing impervious area = 1 . 32 ac. CDEV - 0. 90 QD = 0.27 = 0.2273 cfs/Ac. 1 . 32(0. 90) I Tp = -25 + 2706 '/2 = 84 . 12 min. 0.2273 VS = 4329(84. 12) - 40(0 .2273) (84. 12) = 2572 . 38 cu.ft. 84. 12 + 25 I VT = 2572 . 38(1 . 32) (0.90) = 3055.98 cu. ft. _J _ 1 INFILTRATION SYSTEM DESIGN BASIN LIST Basin Area Trench QRR Qo T, Vs VT Length Cu.ft. I 2 . 0 . 55 Ac 160 ' 0.27 cfs 0. 5455 45. 43 1801 .25 891 . 62 4 . 0 . 39 Ac 160 ' 0. 27 cfs 0 .7692 34 . 31 1448 . 7 508 . 49 5 . 1 . 32 Ac 160 ' 0.27 cfs 0 . 2273 84. 12 2572 . 38 3055 .98 10 . 0 . 93 Ac 160 ' 0. 27 cfs 0 . 3226 66 . 59 2288 .06 1915 . 11 13 . 0 . 71 Ac 160 ' 0.27 cfs 0.4225 55 . 02 2047.02 1308 .05 17 . 0.99 Ac 150 ' 0.27 cfs 0 . 3030 69 . 49 2341 .77 j 2089 . 52 STORHWATER HANAGEHENT HANUAL FOR THE PUGET SOUND BASIN f -.2. 0 lnchoslhour, thus f - O.S .► Z,p �'oU 0.0933 ft/hr 'j O-PS inches/hour , 11 variable - maximum of 2 feet L - aasume3yv feet (cr: A�.- bottom Surface area -3yo• Z e6gosq, ft. .8olving for 0 in Darcy`s equation gives: �i( •, h + L h + 10 w • ri OY, l0 n4_q_f►_4_Voj7"Q gelAjionshi.p The stage-storage relationship would be: S - A, +� h Void Ratio - 660 h 0.4, or S- 2 72 h RQPyi.ILv el_Ct_e1_iminary_Sizing CO. . . - . iThe tabular form of the stage-discharge and stage-discharge relationships would be: h i 0 S (ft) (ft/ft) (cfs) (cu.ft.) 0.0 1 .0 S6.by 0 0.5 1 .44 6-9. y 1 134. 1 .5 1 67,3a 212 2.0 1 .4- 65,/q 8/08 G7. 17 sW Note that for design purposes it may be simpler to set the hydraulic gradjopt, f, equal to 1 thus making the discharge independent of stage. - At this point a level pool routing should be conducted to develop the fipal degIgn dimensions of the AMP, ensuring, however, that the BKP will completely infiltzpte the design atorm(s) within 24 hours. III-3.5 CONSTRUCTION AND MAINTENANCE • III-3.5.1 Over vie The failure of infiltratlon and filtration BHP" to function properly can often be traced beck to construction and maintenance is"ues. By utll.it.inq appropriate construction precticee and conducting Systematic and rigorous maintenanc", infiltration/filtration BHPs should function properly. SMOKEY POINT PROPERTIES an OFFICE COMPLEX HYDRAULIC CALCULATIONS i IC N 0 V 1 8 1994 ITC/C01!14TER OSTERGAARD ROBINSON &ASSOC. INC. 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After digging several backhoe pits it was determined that only a small wetland existed east of the log home construction area. The remainder of the site had hydric soils imported many years ago making it appear to be a wetland . The existing wetland is too small to be of any concern to our department. 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VICINITY MAP � 7 �v ,n p _ ot9y -- �— • SCALE: 1 = 2000' Q ua GE I19.50 ;�E 111.50 C7 w \ EPERA'COR R I SEILRA'r ER I — I V%arl0 -- O,�I r_ '1 H W oP . a o I I z O Fq cvN4° _ IL WA4CR R. �y9� UAk -rw I I ,b 1 C !. O t 1 —r I I -- fr4� W/OI L IWATER SEPARATOR C8*6 - 9br°.II(e.5p W/OIL/WATER 9-?AMTOR W/OIL/WAltK'SEPARA4 To oR Nv "TOP 1l�.0o p I17.5o C P.aJkB - INd• .INV. W/OIL WATER 5CPARAToT, NOIzTN GP 9 CL414 Ce,#Ir7 CPJ41I(e 'lop II'1.50 L.I/OII./WATf.R SEPARn'foR I� "CER (oR \•J SEPARA OIL/WATER aaF.PgRAtoIZ W/OIL/t•,IA-Mg SSFARA-roR IHV. fop11'1.50 -(op 17.40 To,.If'1.30 Ni J INV. INV. / .- 9RA�$_{•I�1$Q¢Wd�•�Nol'E9 _ CGN .. I c.n.eum.n: STRUCTION SCHEDULE: 1. upoeame.m..rtrvmm�r.m.wdT.vnt...pet.u.nev.mmen.e. I. INSTALL CONSTRUCTION) ENTRANCE. 2. if�o�`m',i�el'�eppn,Ae,.•ol:l;:n a�.`„I;n�ava ena•eeaea erv..wun•emtml. 2. INSTALL SILT FENCING, LEGAL DESCRIPTION aro Ietn,+,m,ncb I. r.....tb.q.re.emewae.br•.olaln p•nn..ru,. 3. CONSTRUCT TEMPORARY SILT PONDS. a v..•eI•cane,ena; e rf.ce, reru.Tdng.w.n,l„g end,.pl.nwa..needed;.na.n.vdng 4. DIRECT STORM RUNOFF TO SILT PONDS. eifecu..aran.q.. I ,I' beoeplenuugI.-I..I-...'11 1teeuec=.'p.dty.p"u°n«cv`°'uu 5. CONSTRUCT NEW GRASS LINED DITCHES. DO NOT REDIRECT EX. DITCH �GIIMIN ' F,-OWS UNTIL GRASS LINED SWALES HAVE B ESTABLISHED. WELL E - _ wdneen.ne.: .�.�.. 1. fnrg[pgmedb,m.t•r.plenndmg[eee.,mowregmardu,mg the.umme 6. MONITOR SILT PONDS DURING CONSTRUCTION AND MAINTAIN-UNTIL to Prn:noto 91-th end p=untent pt•I:•.Be ante not to cut bet=w we design EROSION POTENTIAL HAS PASSED. now IfposeIble.ll m-..lunge arompur.and dlewee Inewer ec Wet no OIL/hI/�'F'1= SE?A•IzA'R� powlente b •nnrn=d.wgcanton. 7. CLEAR AND GRADE. e t nspgrt,mow 9pe cut B. INSTALL UTILITIES.ttl.natrpomlw bclpnl nl 11—ne of we ng.ern2, ii chgobu. 1.p[ovtlno of nut,mnt 1,e -.."crmll.11m,em,tmlobh:clivev,Icl lb.Pl.ntnxl.nd elImlAb1 orcc.dlnp ..,—19,,--aepu,by of Lest I—I„thee et u,.one of u,c g—ing �.��I� �, NO-W 12UCINCL CONS'(RUCToN CoN4,Ap<0R ''SHALL eol- 4 I. It-".edlmente 0u-n .ummer moms when Ibey'bogd qp to 6In.—.t L/ •-'✓✓'•^" `�0'q Pt`r(URfJANLE ANo Ce1Nv(RLl(s(loN A'1(I�IfI�S , ny,In.r Intly wunbloflll•[op.r..a,..eof Il—.tent,Iko•Bitch—t .wrr 1,4 (NE A96q oe-(1.1E '�LOFt+SEn 1N W L-fRA,-(ION I.—e In clr.nPlr[—.eednded ovrt.Wtl<hoe o[dngllne..Ine egapment J� leeve5 L.,n.role.,n-neea mem,mmememr• e. In.Fect bl..lt.re pe-d—ly.end eep=I efts[ba..y mnaf(.ne .• , I_dlmente,tertLlxe,.nareeenaeenece ry..ce,N—lolalnt[oa„dnq _y+l Cham,el G,gdeo:: Ieer to__Ing waere.r gmuna weer. -y, SlobillIMS16p, —ding: �•' 6�an.eleem,sole.aer •i)WNER�APPLICANT: V, nef.r to Teel,III-6.1 to select goeeo.If tln elm wlll b•Mrslelen.y wer,cenela.r 15A :5/A/ (•.ena gen•r..uch..T.ene (nitella). lirllgga—Ibueuenee), ena 15mp, UMI6N,bed GUllel LETDOWN CLIRI';• autlw••dl,womb b...ida.velY nigh ume of pollpten!.ptels.011ie[a.Ilend pl—that Mve been obee—d to e.r.•well In bl,lot—u.Wa .le.dv.el,and canter elee.ee l A.L•vnqu.-.1'19 County,Mr.onel commuNce.onl.If d.velapm.nt E,-,ut4fNCY pl wUElllp l,eblt.t 1°en W otI e,—Wd,e n.buet need.In.electing..Bete U.n. I Sv,t-�LI�Y TAMP,Itt-n.l CIIAIIACTEn IRTICS or OMp.Ea gg ITADLE con Lining rUGP.T EOU111 nrolOfl n—ITI.M 1.) Hn --_.— reawtntrorm/ Entlnv cnm„=n nnm. I, bn•orlPtlnn IbI 1. srr 1 CONTACT: nn„oa rrog[e..oe or nm,.,l ib,nrl grnee - common�—mcn I USTERGAARD—ROBINSON h ASSOCIATES, INC. Itnlinn'Yngrnnn onttoi gram• %/1`- COLEY AVENUE NI re Pl Oly on no[n 3.Yn -9A' .one bnc d.^s EVERETT WA 98'LU1 DeCtlsigned ad not n...d w.u. Eontucny b,nngrnee ro[rnnlel/ Common lu'f g,ne.: I GFZASS LINED Bl 259-6445 Drawn- Fod-fo[ming moy regv,n,[rl-. O-FIL.YEIZ 'L`7� MIN. LENe,THQ M1.11 In ell DISP)rRyAL T{ZENeH (F-MERG�NCY SPtLL_I.IAY) ,�q�OGt RSsy�1 C CI ecke��}:L nn.nn. r ray As-built--- I _ N 7.y in„ feecvn rn[enn 1.1/ Common turd'g[nee• / .-i:�. C � n,na,q,nee con be n va elgno; o SNOHOMISH COUNTY T" In I'll 1-Inn. •� •' COMMUNITY DEVELOPMENT DIVISION t,nn o, Irr wnntern wl,.neq[nnn and-f.rml.q s�d ''sTii,A Skeet r. „o APPROVED FOR CONSTRUCTION IoNAL I'll <,1 Q BY I_EXPIRES-El a/s51 for RANDOLPH R. SLEIGHT P.E. P.L.S. R/W Permit NO. Job No. 94- 143 , — I m SMOKEY ' POINT g1 p . t C PIA II cat 12 — - W W/OIL/WATER.SEnlRAtoR W/OIL/WAT(;R SEfARA"-R - Q 'fpP H'i.so '(oP il'I.So f iJV. INV. � ../ m0 i ^ 0 ° S IM�ON'S '0 ' �,: / 7 o -fopINV. �e ., /7. - z c °-5. VICINITY MAPo Dlgy G — SCALE: 1"" 2000' Q ^` 6 I cn 4 1 — F�119.5o GE 119.50 - I 1L Wp•fER 1ER 1� I W z 9EP6zp-(oR I sEf�Rk� I .._ 10 I I Vr !1 1oP I Ib.� — I oP 5 I /WAfee 1 Rq / . a o�-9~ 1 o I 0 o. 4 i I � � v pi Ci S 0 db13 / OIL/WATCK I W EPA.Rq-fOR' I U ° -D. Q IN p N I O Z n FL � � l W/OlL/WAFER SEGARATM C8Afe INV 116.50 W/OIL/WATER SPPARAlbk W/OIL/WATER SEPARATOR `tOP 11'I.oO T�It`I.50 CPJ�B - I INV. W/OIL I.IA-SER SEPARA'roR C��9 CP��F 14 � Cbdk lS CFy9ICa "tov N1.So -:I�IO12T t-I W/OtL/WA-rcR SEPARAf INV. L.I/OIL/WA'(EF.SEPARATOR 0`R W OIL/HAZER SEPARAtofZ W/o)L/I.,J A-1=R 2EPARATDR •fpp IIB.So 'for tf7.90 fop.119.;0 'IN II'f.So INV J INV. INV. INV. G-6-LINED 6NALE NOTES - GeA.t.,ctl.n: - CONSTRUCTION SCHEDULE:.. 1. 1. INSTALL CONSTRUCTION ENTRANCE. —j 2. If df— .111 not F 111.rar.c g..aea,Ad..eaea..,,.wun,.me,m. 2- INSTALL SILT FENCING. •L ,rw,n mAtr,l ate..mr,.Aig mataal t.taau..nlclo. LEGAL DESCRIPTION r .,r.At e....r,..a awal..er aemamg g...�.ecA.•axa cam aAno.we - 3. CONSTRUCT TEMPORARY SILT PONDS. / (e.Nihing. water/ng end mpianen9 as needed;an enaang �--) u .anaga. 4. DIRECT STORM RUNOFF T(T SILT PONDS. - (o'IMUI 4. n 1a Ra.uaA,I.w,ie,aarmg..oA.l=.moA:u W.�wcue..a„r,,uu 5. CONSTRUCT NEW GRASS LINED DITCHES. DO NOT REDIRECT EX. DITCH b PI hung[o restore lost son In111[rallos eapadtY ,: FLOWS UNTIL GRASS LINED SWALES HAVE BEEN WELL ESTABLISHED. _ 1 r g 1—d m,fgte.a F1av10 b, 6. MONITOR SILT PONDS DURING CONSTRUCTION AND MAINTAIN-UNTIL e F m,t.gcowN.AaveuetaxtePt,ue.u,...etwetoext RR, a 90 EROSION POTENTIAL.HAS PASSED. OIL/inl.&TFFFR SEhARATt7 n n goamel,.nemo„cx u u g ur a m I 7. CLEAR AND GRADE. 6. INSTALL UTILITIES 75. — L u a.- - I �` F1'J'(E=:VLIKINCa /=01 5 CONS-rCRLIC�ON CoN-(RAC.'COR SN0.L1� e / Avc,o PI'fU9,MAN1-5 AND CON`,fet L'11ION - r _ - IN THE O'%T-IE FTZOFasEn INWI-1RA'CSON 1 e.,Ag�r rewmma,a.a,,..abaa< - GIPS AREA_A- bar.-apn ,a a.ea m.m 1mm.mat.t /�/ L1..1 4 'pet blontt...M."and spetlal 1 dl nts,rerWlzq,nd.eseed esneassarY odeOl. r,rmlaer[o recNvmg w,t.r.or g.onaa wooer 1 ,,/,� � sabAzed 9ERe 15A :5/ OWNER/APPLICANT: A/ Ref..d table 11161to.electg..s(-Iftb.site - wetland genera such as Tvvna Icattads) eel t 1 LE4DOWN CtJRP7 FR.F.eed4 wnloe Lave relaUv.Jv Nye.aces of V�dsN�bMgalel _'Y lessee to been oba.r�ea w eer.ywe�1 m bi t i dl MIN. n.Le•esTve,glnq count pe.E11.1 -ii11[ae.�r .E.+,:rHCN<Y r wgdllle Labllat 15 ot)rc[ s der Aaeltat nn LF.ntil fi lee n�T R.1tl6rle G RA 6VI tA6LE FOR LiNIRG p g6 - '- CONTACT: OSTERGAARD—RO91NSON h ASSOCIATES, INC. nx xam, L COLBY AVENUE #1 TT, WA 98201 Designed EVERE t 4 259-6445 Checked t -..n. b1RR c s porennlal/ GiZA55 LINED BID-FILYER 25 MIN. LENCxfH O• Usp"4 Drawn�flXNW_N_ .: - a rming of Re rH.� Checked - DISP6RL 7f2ENcN (E MERU�NcY SPu_�wAY) rl- J�R4 s-built tall e.,en- ,lalr cr t A y n,ncigr.,, I ly SNOIJOMISH COUNTY 9' 'd COMMUNITY DEVELOPMENT DIVISION 0 a��c'"' '�t e `� APPROVED FOR COkISTRUCTIOH sneer of f fStr S/ONAL 1� [.EXPIRES i/IV95_I for RANDOLPH R. SLEIGHT P.E. P.L.S. R/W Permit NO. Job No. 94 - 143 Ile I Y at A^1..■ F a. rtln _ a\ 9 I•�: 11' ,.n.. SMOKEY ,..I.,APOINT Y I�. w e g \ °\\ b° C>,*IZ n SI ..... WCA*/W oP DWLI W/O for I1.'a NV.INV, S IMONS ° i o — 1 —6 OSSI ,. C/o1 3 I III e 1 I t O W n W N ( VICINITY MAP 'n I I — OJ9 l (� I I S�.r- • SCALE: 1"' 2000" CW7 —cwF4 d EPEttA-IbR I Sff�RJgC — I �p _� 1oP 114,50 - I o�p f1L!f — w Io H s " I I \ III I INV. I I I �`� z �- I (2) 0 Q I — h° _ b -0.9 I I 1 U o55Ao a PS#13 I W 0 Ov°; IL/WA LJ N C;il./ ER \ ` —/l8� I I EPARq-yRCR 0 — I tiE'F'�5 e I - - O -- v uzSO I I o t n• I I Wt_ I - b I I v. I I I 0 M N •T I I8� 6 \ --- — � 7_�S KE= 171iAN C'3 1 SGAL� - 0-4C — — — — — -- — — - — — — —— -- — W;CIL/WA*K55VAKATM CBS►:* Crslt I 4oP. IAN. W/O,L/WATER 9EPARM & W/OIL/WATER SEPARA10K To ivP I Vl:oo p I I'1.5o C 6#°a - INV... INV. `,�,j�c' x C5ICJ r` N IAL WATER 9EPACA'(r',,. _ .. I Cl/ 14 CFA Si I( .. , •To9 11'I.SO OIZ'{N W/17'1:/WA-ffR SfPARAmR W/CRt-/W4Tf:.2 SlPgRA'foR OIL./4•IASER�EPAR/.tGR W/QIL�'i:.. 4R�..PARA•fDR. 1. INV, 4oP II'1.5o "fop Ila So •(pp 11-7.90 4ov.IL'L'iP I _. INV. INV. (NV. cRAe9-ulM9N94E2r1]TN c.nst[..el n CONSTRUCTION SCHEDULE: 1. it p..elble,alvart r.n.11 ham swdea uptil....Ntl..le aat.bV .d. 1. INSTALL CONSTRUCTION ENTRANCE. t. Itoll°n`anUel,t r J lq rq."md geared and.ard,C emae wnh,pueeb,. - 2. INSTALL SILT FENCING. LEGAL DESCRIPTION r —c.vednq edal Ist'ev,nulch 1. ]. Prasnt bass,.a..m.waeabr,•oldlsg91_1W,roen...Odh.rdiss—th, 3. CONSTRUCT TEMPORARY SILT PONDS. i lew,ta'lWrJn9, watednq ena rtplantin9••.'soar;ena ensudnq I I a', f.cuve dnln.q.. 4. DIRECT STORM RUNOFF TO SILT PONDS. t. A.eld m.Pecuon or awalc.audnq cc,ate.U.n;ti crnpar..n ooro UH 5. CONSTRUCT NEW GRASS LINED DITCHES. DO NOT REDIRECT EX. DITCH �6,"MIN °i1ota rl"suss`°`°"°`°I°•`io°1o`0t°v°n°'0°d`r FLOWS UNTIL GRASS LINED SWALES HAVE BEEN WELL ESTABLISHED. Melntenenw: '— 1. For groomed bloNUu en planl.d In q[asa",M."guledT d.dng tin,..Iuse, ,. � 6, MONITOR SILT PONDS DURING CONSTRUCTION AND MAINTAIN-UNTIL to pronmt,ere:. .nd Peuue.nt upe.l,.,ee sure wt t.cut lWw tN dedgn EROSION POTENTIAL HAS PASSED. now N pm.alb,..Ramava cutting.pm VUy.and dl• 1s•w s.'that n. OIL/IN/-a SE)''�.TCF-'•T�J r.uuennee e.n.rt.r r.r.,.tna~.toes. 7. CLEAR AND GRADE. ]. !t the obbctiv.,e preventlon oI n.trlent trempod,mow mar9.nt.,ati.na errr Plantat.al.w ee Z"N.ana.f ti,egeowlnq.eawn. 8. INSTALL UTILITIES. I'or ulLm;allalnn cnn,ml°hf"tc.,l°t the Item.nten rhod.t help"]aicacdinp III.dcalgn Meter depin t+r at least tow Il 1c ae end of tn.'grow,nq NO'(E: bUKINC. GONvfRUC<toN CoN4_gp(Orf, 9NA1.1_ rtemm.a analmana du'mq summer meows Moan Mar build up to d lndlu ati ✓ A/olq 171"UROANC.6 ANb Ccx4� VeLK%<iION A�WP(I eS V, ]. 0,:y SM:xiean tar,- ,,Namtee ar b•d'hca or d'.,ll.r.uan.Us,Or agmmle t I—.Ditch �„r-/��r„� IN•(NE AR1:•i,OG�(i.FL RLow�,En I N W L'fRA-(iON 9 r recon W.d o.... a It is.a qu"OeM / t71FE ARrA. t.a.aa ea's ...-read'''.1m 11.t.y. /•i✓ e. Inapart binlllten pedoalcWr•ena eape Jelly altar h...y e.noll. dl...is,f..tID•e,andr,seed as necessary.R•ot,ful to dd mlradudnq ,r.— - ,�,/ channelalpde o'.: WWI...c.rem.Jvinq waters or 9tnUnd utter. 1 �✓ SI*Wrnd5lan. ' Sa°dln9: / 6-Glq 18e SC•eed,r ONTER�APPLICANT: ' nf,,toTbt 11161 t.asset 9n .it the site wW!n F.nlalentiy wat,w Wrier 25A :5/N rand 9 h.a Iyyng Icaua9s). gq�pyLlbmrmnaal, and Lnen! UMbRnbed o0el I-E'�DOWN CUKI> td d•w.adl ill I sv.idetivdY Nqh pM/er p°Iweant.peak..other yelland QI twI1N. pl ar tn.t h ice obwrvetl to eerva vtll In blolglan ua Gffgd fade,.,],and -"vhlat de•vee ln.IB'vaque.Ring c°udtr.rerwnat s..d.11"larl.if davdopmant . Of wtitlllfc heLlint It an.b)ec.ve,..alder nebltat neaaa In dalecting vegetation. 5pa•YY T;ro tit-S.l Ur'TITUOTIC3 OF R SSy,3 SVITa.LI:fOR LIIII IIO rUGii S..IIn RCGIOR RIOFITI.eR3 In) 1'mJn I ' �r.v'etenci/ FntT� en Rmm. n re.m oa,eelrtl.n 1m -' '/ � CONTACT: OSTERGAARD-ROSINSON k ASSOCIATES, INC. nni.al tY,g s°—+—Ai+nnnl/n.nelpenes Common neesr ]— r i/l+ iI11 / little.rYn9'nnn cost'.]glean: ��'•"II"••II COLRY AVENUE Yt EVERETT, WA 982UI Checked nat.bllnotn _�•,-- es' Designed earldlr I eel, .m]s but d.c. 259-6445 ..t'.none won. Rtntaeky nlnngene, roe.nRla/ e°mm.n tree,lose: 3 GRASS E LIND Sl0—FIL7•ER 25` Him. LE.Ne4aN - US7 Drawnl�EJ��L- O Soe-rerminq m.r mom'.1[11-. Opf IrAS�� Checked �at,.n In e[r DI5 R PE5L TRE ANCH (EE LL MRUr_t4CY SPIWAY) ' As-built Tau teee.m r°e.nn t.1/ common turf glee.: Mlnehgmat atn ba ne.d alone; SNOIIOMISIi COUNTY to;,`,„ .� ; COMMUNITY DEVELOPMENT DIVISION ghee) of� m,r"I'll 9�- tl.n n try n T 17174 wnate'n wh.nta[n,n ��;°.otTi� Tn,a'ntnm a'nn.,,t ] e,s�rstL t \; APPROVED FOR CONSTRUCTION onAf• By _ [EXPIRES_1%io/s5 for RANDOLPH R. SLEIGHT P.E. P.L.S. R/W Permit NO, Job No. 94- 143 5EC.2'9', <klP 31 N., RANGE SE W.M IDe.Lift- INLET PIPE lease Slea 2saea GENERAL NOTES: - J 25-SA nap:Dent__ w Sa Pm9Tee a°briPweO<up y'p® �swl a OUTLET - ^ G JF1 - _-._.. _- __. -.. --.._ • 1 n°n uez wm oiingTae (2f u-Dk.Hex Daly plae0-. - _ - - - 1. PRIOR TO ANY SITE DISTURBING ACTIVITY INCLUDING CLEARING, 100 Gallon Capacity � ____�_=__a, !_�_ LOGGING OR GRADING,THE SITE CLEARING LIMITS AS SHOWN ON THESE - -! _„._`- - _ _=1, _.-_- - PLANS SHALL BE LOCATED AND FIELD IDENTIFIED BY THE PROJECT j'`;;�;; "'"'`'�;;�:`;`•�'',•, _J. ENGINEER'S NAME SURVEYOROR ENGINEER.THE PROJECT SURVEYOR ORB - N&ASSOCIATES. .................... ..... :' 4' _ Ii AND TELEPHONB NUMBER ARE OSTERGAARD-ROBINSON �� "`�� _ _ .. .4I."... . 11��T((,, _ -(rWS. ::::i:: .:: .: `i`li _ -_-- al. _ _ f 1 _ $1'$i NE 1J2N0 IN Q Y Z INC.,425/_59 , L - -"� _Q P l�P.tTCt SMOKEY 5 e P NSIBLE FOR WATER %';/ r oia. on Relaoar same r oia.Were ENGINEER ARE RHS O _ 2. THE DEVELOPER AND PROJECT ENG �� QUALITY. A MONITORING PROGRAM SHALL BE ESTABLISHED BY THE � Ni� HOW _ Ywv 1 " POINT FD1 ` Fbw DmoSar IUV Ilq-�j PROJECT ENGINEE R THE PROTECT ENGINEER'S NAME AND'PHONE :� NUMBER ARE DAVID O.OSTERGAARD.,P.E.,425f259-fi445. � , 1 m r- D edge r- - A F q 3 ,p -� N 3 T d 'u carvaa:ee D a pm P ate co es sW _1 • 51'f E w z yPa 1_ w/6olt Dwm Loae,g For Daflle ena War Plates - - - ^ o cr ` - VIEW -ri PLAN _ rw�a PLAN VIEW Y UNIF ORM BUILDING - � 4 ' I 3. ALL GRADING SHALL COMPLY 70 CHAPTER 330F THE UN �CODE,TITLE 17,AND TITLE 24 OF THE SNOHOMISH COUNTY CODE. ' coca,Not smm�,see co"er (CURRENT EDITION) r-sW.• s• r-mn 1-z+a• 4 �xlsrlN4 o,PAl,(lq E _ D.C.= DVAL CHAMBER O I L/Vn ATFR SE?ARATOF7, SECTION AA --�- \J a f`N 0 W OKAINACa NORTH 6 SCALE:%"=1'-0" FWUKE ce, rq ILLILIMINAT69,DGUlI5irSV �i87.6o Cop�7Z° f A E55 TOF/lb.50 Y£DErFAL17IC�IJ-MAX<i17 -- rvy1/g.so ' TOP117.21a G73 12• -- -- s - \� NV,//2.50 273 54 PT,MA•X HF-I&HT' !_. \./ G6 I I NV IIgj.2(" TOP 117.50 o N H , � /o/ywArFZ. 45'-O SEPARA7 PE'rzM IT^ Top 117.5o INV 113.85 CtRA�S LINED 7IoPIfER �`A4RATAe\ -' 5Z' FUrdE I LPL GHAr1813( /00'-/Z"PE,PF.p�EE@ 48Z8-000-o/I-Oo9 INV 119.50 D121 Raip,L'(RENGN I^orR Z4 J O.O� " G4g�-""6-OlO-OOCS'� G'^"Z"PEeF PIP�&'IIZ•KFKEN[Y Zpt LLNAY ' ;II ` S ON'S p/: '} TOH:tiSON P+2oPG,e77E5/7✓G. \ I3o'SouD rz(TYP)TOR D.G-- 4 C:6ollr:so h � 6ROSSIN 'S Q� - ko0f y { -_ - - -- ' o/' Z o e=O FIRE- WAKP N51`HALr TO MEET51DEkWAL1= I - @O.So% / sPiLcWAy_ 1 C 1 N 1 T Y1em MAP z 9 N ' TOP/l6.00 =I 'S HYPRL"T I " FIR1:hIYDTZAN"T h-1 `o - /2'TNP.ESFbL_D MAX�J/I:I'L�jLOPE MAX \D. L I NV.!/2.50 T(PIGAL @ GLL HOTEL.+OFPlc��Nn{IE5 I Iq.Sp 4 0 0 /D/L/IVATAZ p AND ALL H.G.FNI K1I CI(5)PLACE". '! _......_ 0 SCALE: 1 = 2000� O W Ot'PA:P47Q(U O.G, D.G. --_._ DG. l�` I I a Lr4. !0 f o°� I w F0.I I I w.5o tc -- - NI I INV 112.05 O _ - Z'?13�10N \,` N 1 N I #5T L .: N 1 u .RA = III350__ I N J I OesER� 41 N m O� \� 1 m L'53105-/-o/5-Or�32 z STD. HfJ✓RY K.STAMPF _I A� I - - w I PLANx45 qd�: `.::.`.;•...:::•.;.'A6:\\w �` qR _�I 0 W I Ip O N� DC. O D \47 P1 Ny, EMEK4ENcY N I - / l 0 'r 6�' _ I W �_O.i0 e n j %R/P AP 2 4k ��/ \�\ /' W ) 7 J q I �2T z I I o. I ca4r4T ° i - a CG O o _ ERVAT - b ,IV.INV 112.50 I a S p KII Ir I / I '(DP I le.10 IN v.la. J W u) O r l Z LL(1yp h PIIT"5�� l rn INV 113.85 - lJ v tl>;"fo�xIST. 5wrc `V p G H RANT =f\ 118- I--_. I D.c. 0 1 cnuR/B cuT couNry STO. I V Q" 0 19415ILL o� C 1.7b%5o 53:•,rtL••sO 5 8- ll`�- CU I 3QD'„5,S7 0,5v'/= - 7 7 l tort f 287+10'DLP. �f(,o% w �7Z'-10°DIP 3fu�-l0 D,. _ I- 20'L`IATE'R _ _ _ __ - .I (p : q " -y g2 1• „5 - RE ovE ANY S°AsIG W/2'P�OW �. EX CE LWE FhMr Q �8 �Oso^i: `/s o AN RLo-W � � 72 • : I op 116.0o ass uNeP `V Fx 12 CS#Co WI o.L. CT *17 G C6#8 MN i4 Jti'D.I T>='K!JNE PER ��o.so�nnlu• I INrA.r€- 70P 117.�j0 INV.10'1.'10 A TAKE TYP, /NrAKE /MrA p lW/OIL/WAfP R,5f-PARA�ofl W/OIL/WA1ER56PARA'TOR W/OIL/WPTE'R NrAKE 11-75cO GI MAR(9VILL� fop I1'I.oO -(pP II`I.5q 1N" rfv+;rt J rNV//4.5 IN`///3.20 ?Rw'DE(3)�jE7ARAIE `��?LIRA-TOTL wv Ir4.9gER 015TRICf W C�#,Ie� %reasNLgex C P>}}•I(o C6# vXIK Nv.113.80 PLUe END Tea[ II4-5 w/rKn" E £SM'?. fYPo A Gf3 9 1�l /u lr4. 5 I•I.>,� MEfERh To HO'(b._ Ks<.r # W OIL/WA-cER S'BARAroTZ W/oIL.y,IA-TER SEPARA'roR W/OIL/WAfeR EFA,CAfO(L INS I Iq.:55 /N y/4,4T WATT L.INI?7 W/Olt./WA'(6R SEPARaYOR GPJ 14- '(OP.De.5o CORc ArJD CI-'FI GE?E2. / so Rxx '(ov II'1.90 - 'fov.11,L 30 INV. Ego He re, PRovim L)NoI5TUR8'ED GFT OF MAK VIUr fioP 11'1.Zo '-I-S4 Y T� FIR:HYDRANT W/5[RIOCL£K- TRM co,aNEcTIO0 INV 113.b5 ToP 11�.90 I INS.114.Ot3 (Nv.I/4.34 INv. _ p•cGFs�j TO Ex15TIIJy ,Ir.lE�y� ST�NDPR95. f'RovlvE PaOrf lNVfcA1ER VAL`/E-ALL FIYIE HYM4KT 11 :; •'-1 TE'(o Ek'.vC. l(o"hl.L. �-- AS RFQU{RED. cONNECTIGJ5 fE2 GIT-(� 4 VIL-e ST9. 8"TAPPING-view NOTE:1'WIr/EI,)'PAUEn PVT -IL-1-(g)TYP INSTALL BLit .STREET REFLECrO1F5 I GATE VA tvE �C TAPPIN( GRAss-LIFER Noyes o `C /ND/GATE HYDRANT�OCATio -" -e- L---. _- PeGT T ESCI"JTIAICa C/CATS H C110N SCHEDU 'TURI8DICTION SNOHOMISH COUNTY ...t m.: CP+KD LE'25HIPP6 293105-/-,01Z-0009 I � X 1. I poaame amen r0"oN tr°m awalee„<m"egetaW°"L+e,+ta�Ilanea. SHot�II� i. INSTALL CONSTRUCTION ITRANCE. 5MOKEY PoINT SAZf3�SLrCV/L.E - Z 21 a mv«aon Is sot poaamle,mvar smaee em ae<ad area,wlm a a++ SGALE 1' -40 2. INSTALL SILT FENCING. PROJECT ADDRE88 SMOKEY POINT BOULEVARD O W <rpal°„�"t.aa pe«<ven"g ter,al tat aw.m,J"el. !Z"EG6oeu - J �- 3. Pmvent easeaveaaln swales ey avpleing geeva.,+a:Is,ane eau)pan,.eav m< DATUM N.CI.V a-Z9 M5L 3. CONSTRUCT TEMPORARYSILT PON05. TAR ACCOUNT NO 293105-1-017-0004 fecuurtng, w replaial++e.+ L,LOAL OLSCRIPTIOx 4. DIRECT STORM RUNOFF A SILT PONDS. 11 7/8 OF FDT: Nl/2 RRI/4 SF,1 4 UE1 4 LY ELY OF ST IIWY LESS FDT ALL Tit PT11 rJ e(fectRe scat"age. aterlag a"a a Oeead;a++� <+.a+,r,"g (o11MIN NRI/4 SEI/4 NEI/4 DAP COM NE/COIL SO SUB T11 S84"69 08W ALO N LN SD SUB 70.D2 FT ". A"ola epmpaemh oe awalea dO. Wnat:„euo":¢epmpo�:,�++.,rcn.a.um LECgEND -5. CONSTRUCT NEW GRASS NED DITCHES. DO NOT REDIRECT EX. DITCH To w Lx co RD Ten TII SLY ALG W LN SD CO RD 212.75FT TII W PLL TON B of C.J eemre planunsmreama 1pae eon l„mnaU°++eapa�tr. FLOWS UNTIL GRASS LIME SWALES HAVE BEEN WELL ESTABLISHED. NEI/4 SF.1/4 NE114 SD SEC 204A5FT TB I1 PLL TO W LN SD CO RD 212.7SrT TO INT �-• Neat......: D-C. DUAL GNAMP]ER OI L/WAT K 5L'PAP�6,ToPi - o.LJ. op,SERdATION WELL 6. MONITOR SILT PONDS DURING CONSTRUCTION AND MAINTAIN-UNTIL _W1Tn N 1.x sD NE1/4 REI/4 NEI/4 rn E nw sD N cx 204.75FT TO TPB L LESS nos 1. or 9v<omea emrutera pla sea la sra:a<+ ,^soli lr a'rmslea.o+ EROSION POTENTIAL HAS PASSED. APPLICANT SMOKEY POINT PROPERTIES m o gOOwtnapaeau «stow D5. t7oWN5Pou'r OIL/UJI�TF.{Z SEPARATb2 2 c"S` 17LIN TON, W POINT DRIVE - p<pta„a<a"eat<,,«a+mg'wa P.oa�^'+I�e e°[e"o •,- C.O'GL'E•£-tJOUT 7. CLEAR AND GRADE. �, �1 z. N u+e pclaou" a Pr<veou""o:p e vanaPprt, " -� ,� - t SETA IL' ARLINGTON, WA 98223 - <<srntw 8. INSTALL UTILITIES. N.Ts. (206)653-4555 O iee'u�siy�mr,amr<er Ire�t'l°.,.t t„wli��sires tai+ s .,,,g / NO'(E: DUPINI(a CONsICRLW(ioN Colv"(TCAc--PoR SNnL.L- ill �ILLh VEKI F`( 1�121 otZ 'Co GoNSTKU G�(ION CONTACT GARY PARKINSON, ARCHITECTS 1L J �' -- A✓pin DIS•CURFPANGE AND CoNv(VZLKLf[C IN A<--(\✓M�S a. �„q"e eOma ea pU,a wlu• oel"< / / IN'(NE AR>:A OG'(I-IE RzoFtziEn IN�I L?RA'(ION EVER CO ^ my"I t /"� - /- -. I EVERETTLBW VENUE y pia e+mea w I l e R p _ t�IPE AREA- A 8201 lea"ea., �r�tl' smaea em unman;...., "�a neeaN<e�� //I� (206)252-2153 ,- 30' ESMT 30'ESMT Q 4. m°nm0•a Peadtwlr am a-1..�, NORTH UTILITY +.mrtale<,sae°eaeeo as o<..,•-.:,�, =a�emu°a"aa mt.o,l„ens ,r-'-' il"'� ena.°a c,aae o2: 508TH ' DISTRICTS C^ recadng wale.,^.O �n l...,1.,. < sl.w as" /2r GIx /Z'CE 77.1kN /Z'LAME - ) ) .- s'cra"elaeRRsmea.:<. L"A a m"sae= - •U•Al _-_- Mom/ OS[AP� 1 POWER: P.U.D. OF SNOHOMISH COUNTY O nere0 et w-r,u°a.•gt'a"(r<ai�eu�i.a� 4ct _en�9r�zne i.+tea LgTDowN Cl1RP7 I E%.FI.vEMEN'( ( 5.0 WATER: CITY OF MARYSVILLE ce�aaxow<ea hewi,l�l, ,.ee,a.;ii:�r lase rates or polwtant"�aN<.ou,<°waled Uoesnnn=de 10 g' I EXIST/Nb 50C eA SEWER: CITY OF MARYSVILLE ,mots mat nave IM<,+ooa«"ea to ear"e wal m momtaa are aa:la<as�l.ena Nil Pee NEGE�S�5`v( I _ C PAvf�ENT oi wer leases IA.Le•:esque,King C°unly,personal rnmmunieatl°,il.l(Jeva°pment -}I- EI-teXGEN[Y - ades eaeuat N a.,Obj,-_ "e,er,oamer namtat neeaa m e<leeuns-..g.�tau°n. , I -5-v„�u.Y - ________ -- DATE OF PREPARATION NOVEMBER 18, 1994 N nnLE 1 I e C r.e 1 e,or ranssss I I _�,_ --- 5 r-A LX•EOGf=-� r roe InR mmrn ms lal --- ASPHALT TYP. CONTACT: RL PIIAN cHAn!'if5 rcSCP. NTTe ! r (nl _./ ,�1,._�j:, , EX.(a1ZOUN0� OSTERGAARD-ROBINSON &ASSOCIATES, INC. _3 ;,;r.- ! 11.� I n G-4FLA:f�LIIJHT7 Z"AG PA✓fMEnJr 3la3000L8Y AVENUE #I Designed SWALE 1 EVERETT, WA 982D1 Checked ItailaR rY-g as east tao __ - lalr �'-'••'•,. i `3/`�r/ 'pgp,F PIPE. %Z'CScTG 259-6445 - aolls°b��fa+nll. _ GRAS`� LINED Bl0-FILTER 2�J MIN. LENc4rN OSy Drawn_�17ELRf��1_ Ka°taeNr el„<graaa re:0„"lav c°..++o++ as a 6"GRAVEL f3A5E �oQ ArtArt.y'' Che ked °a-r°rml"° ^;,�.r"' DISPERSAL. TRENCH (E-ME.RC-4V.P4C SPILL_LJAY) REQD - �� lob As- Din (?gpMANfNt) PEn/O 5Ir- Tau sasses neat! eo °re s ' " - ec;vDinPNS / SNOHOMISH COUNTY e""a„gr as ear ""a";: L EbENl.J UNITY DEVELOPMENT D111S 1INNING&L.COMM ERVICES-I sh or a -PUBIC P-ANsIr SECTION A-A APPROVED FORCONSTRU ngKwrys�51DEWtLKS Nrs oN _ CAPPOOZ `PAIZy_1 STA o+cb 5TA Zo/45 [EXPIR=SS_1%Ica-I for RANDOLPH R. SLEIGHT P.E. P.L.S. $1C`(CLE 9ACr R/w Permit NO. Jon No 96/09763 CD 94- 143 5EC.2q, (t^!P 31N. RANGe 5E W.M GENERAL NOTES: C //�� 5 2 h - ` I PPE ,E.De.un&,. 2J-SA 5`z•h' :'ndi,•lnent wnhsL pmur Cant mrToPmgl�9 u'DbEeaea 2sme° OUTLET PIPE 1. PRIOR TO ANY SITE DISTURBING ACTIVITY INCLUDING CLEARING, - RI ssDm.H.sane Pmma 7 °m"a'°° a wm s•mpl„q tee _ el_ 100 Gallon Capacity LOGGING OR GRADING,THE SITE CLEARING LIMITS AS SHOWN ON THESE ,, PLANS SHALL BE LOCATED AND FIELD IDENTIFIED BY THE PROJECT P%'`::•^•;:5 "+-+�- --q ----•----- J - - _.-,.,,_.---J. SURVEYOR-OR ENGINEER.THE PROJECT SURVEYOR OR ENGINEER'S NAME AND TELEPHONE NUMBER ARE OSTERGAARD-ROBINSON&ASSOCIATES, +++ ++;;;%;';��;r��\� \" \\\ � - •aa b INC.,4251259-6445. ..•• vrL A <! N A A 2. THE DEVELOPER AND PROJECT ENGINEER ARE RESPONSIBLE FOR WATER )e p QUALITY. A MONITORING PROGRAM SHALL BE ESTABLISHED BY THE 1 tp reaeJ ° NRewnxeama _ -ra..t4i IKFIL7P.ATI Ir\- _: SMOKEY PROJECT ENGINEER, THE PROJECT ENGINEER'S NAME AND PHONE ;,r�,r';;; pbw Diff- _ PIPF_ POINT -gyp E NUMB ARE DAVID 0.OSTERGAARD P.E.,425/259-6445. same r-1 :8 INV I12.5 n., 'I Z yyo ER " ---I I °° T- G,iv sl,dga 4.§ - V ,� O F W 3 Y�L OeIv.nY`F zee Dmmana Pmm caye[a sbm ml 3 - - - 3 w/Boa Down Lockm - S q g For Benb _ _ ___ 4L antl Wur Plama Y > J J 3. ALL GRADING SHALL COMPLY TO CHAPTER 330PTHE UNIFORM BUILDING PLAN VIEW rypKrel-' PLAN VIEW I � ° ' -' UJ CODE,TITLE 17, AND TITLE 24 OF THE SNOHOMISH COUNTY CODE. , - _ .°. a • ° a °- "- ITE Cl Cover Not Shaun,See Coror Plan ' � ---i � W 1� (CURRENT EDITION) w •��g� J ww,, 1'b k'_. 1 4' t'.tON' ._. -t 2N'-__ SECTION AA ---\�rar ___ 4L ��nwo /Exysn c, Okq/4kye. D.C.= DUAL CHA M13FA of L/WATER SEPARATOR Or7LH A4,A16 URA/AlAla N0,�7H < # GO lB• 'w/7 I Q�Y/ �GU. I 2--6� SCALE:y"=7' C8 / ILUJMINATED,DCk�BLE 51!>ED TOP u7,6o 7roP a.20 �w ,` FU URE G� \\ FI V ToF///,,gU 2£DG�ALSIEIIJ-MAXSIZ�� /N✓//Z.so /N✓NA50 �A 1 �+ V"/n W I A 55 # 3 \ N..- . NV, 2T3 FT,MAK IQ w/oiL/wnrce. 45=0' SePARAT> PegMIT^ �( p\,�.r,\� `� C i-. C0 I I INV I19.2� TOP 117.50 /1 Uk JV 113.85 4RAAi5LINED g10t'li ae»axArae'. :. _,_ q0 `\()Q I T 1i�.5o /' 52' fU N C D PL GNAMB� /00'-/ 'PEPF.p�p E�0,0•/, 4$2$-009-0//-009 `` ` DI9P1atrRE NCN IDOYR 74 ' IL WATER DiSP�jtSgl rKEA�y ¢$28-000-0/0-006.7 \ 1 OR SoHN�N PROPE2T/ES,ZNG, �G'-f2"PeKf PiPr�nz• G'MER4ENCY CipILLWAY " 30'Sou 4z(TYP D.G. 0 TOHtiSON PR61-1rC77eS, rVC w•, " S' IM ON'S 8�I/a.Ll[ q @0 E / sN tiOSWALE I - Ilo'�12" _ 5 .y. - h �\ N 6"1CL1'A-P+CArA/ �� \\. ------ -- _ "t, --- L (/ I' COS&NC7 0-1 NI /.S a,So HIR' NT NARP ASPHP,I_r TO MEE.TSIpEWALK--- II po.5o /2"THRKFbLD MAX WI/ :IQ.FPrczE MAX , - +/ FIRS NWt(AN'( SP/GGWAY-- h\ oVICINITY MAP ,r @, G 0. TYPICAL Q ALL NOTEL ofP1 c.E ENTRIES �' p /oi1/N Arez 119.50 SEPAkArI i DG. AN9 ALL N.G.?ARKIIJy(5)PLACE6. SCALE": W o ', ppn� E: 1 � ZOOO' O W I I INV I1 5 I _ 4 ..L. \� 4 i)•-___ OIWA'CPJC LN. - W ,., OC >j o Z53/o5-/oi7-000 4 --- - -- -- ---- -- - z W w N N #5T t- _ \ 0 •' CTIo -- .� �I TI\'\ �I n w. _ I Ifr.50 - •1'�F 1 0 5o I I 'r a? f 0 I I'AA I-.) `•"' ®I a- N INV Ilaj.?O N Bx CLEdl4otJT :- .. It/ 3 I G. _® D.G. ..,.•. .b.', 4t '..: . . qAu AV 7:! W._.- --o ---- N tm _� i�4' I /Y\ �3/05-/-O/9-bOSZ APWA STD. .�:'''. .'. � ..,. -__ ---- - --- - --- / � R Hf_NRY R.STAMPF _.I � Q 0 to 0 Q 9 "5PE �'Sbou50% `;Y i' ti a`J- EMEK4ENLY N \ -- - - /,t �• -_ fNN�Q I 1 �1 II•� (r��• I WAY 2 �- - / J t10• :.�.' 6 I W �/Z' S0 Y' I� / �` � z W I2T I D.C. I �o f"/2 �J ��16' 05p¢f. �.. e _._ 4 --._ / o --- I(o. I CYl 4 / - :: \' 9� I _ _-t i IL U p.• ERVAT .W.INV 112.50 I P -- :• -- �p it, z LL CT•(p I Io V 1112.55 �iN - '.. ss r hWKP�I a I-- P I I'1.52_ k 4P;'(of 118.10 INV.104,. j i I I a 50 3o(P O. OR -. - +� -//e, a _ _-N TIE'(o J E.••1 N a p _ o _ I -� U 3 _ Ti-- 0 I �PiEL*� '•xt41FY R:lo� D.L. I I I ;` H ANT .•d FY TO GCJN9-(RIfLSbr_` ltl� {.I ` O I I � I o O FU GO.O, I -- II - RG. VEWgY A'cEwh a• 1 C�.76%5D 53'-•2'FSo s B I(n I- - _ '. -'.; J 287•.l0'D.I P. ��o°E / W �-� ..' +o•DIP_. ...--- �-_ 8a - .r - '.4a; --,�--:• W o Q i 2.d DJAIE'2 _ P.t4 O _ gr'IlyJtx W/2'IP>LOW CE L1NE EfiNTr � .�- 'P 78= D"SP ST. '� � / r, c.^'o p 1 '•s RE .7VE AN .-a... 5 .. o./ AN `o W / \QL� GX/TiNb - ..... � 2. ._ ... �1[ _;r�,r� I N T _ Q Q •Jk * +k lU"D.I. LI.IE P OP 118.D0 G P,55 G/NED .--R-s -„'_ -,1=,��k 2I � _ CBS wlv.c. Cb4l9 G + c6 8 MH '�-�L��,i�rr-¢� p W/OIL.44A'rf.R 5E_ARATOIC W/OIL/WA•fER 9EPARA'COR TOP 11'750 Ir1y, INv. IV,C> rAKE �O.$)%MrAI• /MgKE - W/OIL/WATER GI �F MAR 9VILL� A ;NV,/14,04 TYP, /NrAKE •w.f O4 INP I I'1.o0 •(pP I I'I.pi4 ,/A I f 109.20 t. Y SSfAFiA7oR Nyn+.�9 �^ TRIGy W2ob' f IhPNSE�F T ( CB W112 INV/13.2o INV.I19,B6 PLUG END 'fRoN'DE(,)rjEPARJaTE ER D15 rr Tlv+:.7 /u /14.b / SN RACK W/OIL/WAFER EPAKATop u u4. 1•W •-1 TMfh HOrE T� II L5o "/r�K � - �, ESM'T.TYPo A!- GPS�q � C6#15 ire eRAr� CC+�#I(o '(oP.116.50 Cp2E AtJ'D OFFI CZ.PE2 INV 114:55 INV.f/+47 "AIW-UNZ, W/OIL/Wq•(ER Sf gRA�o0. # W OIL/WATER SEPARAtO1Z W/OII_ %1L.SN R,4'X P GP! 14•' /WATER SEPARA•rok INV 112.5o NOTE: P}ZOvIDE LINDISTURT3 D crTY o>=MA7�Ttiv1l.L� rig-3 HYPRAl4T w/SPRINKLEJC 9'(' r4 conlr.tEGTION 'IN I11+.0 TOP 11-7 9 'foP II'1.90 '(ov..I1'1.6o AGGT? ro EwSTIQIS; NIEC>7j STP NDARDh, rgZ ,TIDE NV 114.08 INV.1/4.34 INV. P�rFINDfOAiERVALVE-ALLPIaiEH•(DRANT rr / 1 •INV 113• 114,84 V) W AS•RT QUIK�A. coNNecfla l5 PEe c1T{of r aa��vlu s v. I T (o IVF. Imo" I.L. I J IDZ17>ILO-(S)TYP INSTALL BLUE'5TREET REfCEC7c,>-_1---- '/ GArre PINIU tee '�'rAPP+N(�GR$tis-LINE2zNCa,SJ_+OTF.S 1-0/ND/CATE F!YDkANT Z.00ATi0U5. CzATE VALVE anat¢a<an: CONSTRUCTION SCHEDULE: 293/05-1-D/z-0009 JURISDICTION I I W +. uppsatnm.al"e[t Fenno o-am awem,nrnn.agetaunn L,pPu,nuanea. i. INSTALL CONSTRUCTION ENTRANCE. SMOKEY Po/NT SAlPS SC,e!//CG - SNOHOMISH COUNTY L X z. if ameca+an la not p 'a ,raver e,•aen.w xeeaee a,eaa wuh a a.,n.•- SCALE III=40' 2. INSTALL SILT FENCING. PROJECT ADDR as SMOKEY POINT BOULEVARD O W eraa+oa cantrm annaa<ovaelnq memrml latr•w.mrdrtn. � lL"EL6oW a. rrevmmuee••maabrewateabyevmmnegc.vtl,rr,ne,enanarJn,n DATUM N.U.V.D.-29 M5L 3. CONSTRUCT TEMPORARY SILT PONDS. I TAX ACCOUNT 1 297105-1-017-0004 II.ear(nce, fe,tlnzln9,wotncing entl r p1er,Nng na necaaJ:nn• •n„ning elraruva aramega. 4. DIRECT S FORM RUNOFF TO SILT PONDS. i LRGAL DeecaleTI011 n 4. Avold mmpacuon or-itt,eu,ing ra -tton;If romrnrtl^n rxrun,till •- if 3/8 OF FDTI NI/2 AM/4 SM/4 IIEl/4 LY ELY OF ST NNY LEBO PDT ALL TN PTN 1L �, nem,e plenm,gm[¢¢tore loae aml muuretlar,r:epernv. LECa£ND 5. CONSTRUCT NEW GRASS LINED DITCHES. DO NOT REDIRECT EX. DITCH I (n11M IN NR1/4 SR1/4 NE1/4 DAe CON NB CON SD BUS Tit SB4e09 oow ALO N LN SD suB 10.02 PT 0 P.C. DUAL GHAMW.OIL/WATER SEpAAA FLOWS UNTIL GRASS LINED SWALES HAVE BEEN WELL ESTABLISHED. --.1_ To N LN CO RD 4 TPB Tit SLY ALG W LN ED CO RD 212.75FT TII W PLL TO N Ltl OF C) ` M<Intenance: TZ'IP, NRl/4 Sr114 NEl/4 ED SEC 204.75FT Tit 11 PLL TO W LN SD CO RD 212.75YT TO INT Y. 1. F'o[8,00maabloN4replaiteaingcaFu'x.arowcrqul„IydncinglNwm^•a our of i�VATION WELL 6. MOHITOR SILT PONDS DURING CONSTRUCTION AND MAINTAIN-UNTIL VITII N LN So li SE1/4 NEl/4 TII E ALG BD N LN 204.75FT TO TPB c LESS RDs /eapramota grgwth Ina p.nwtarm nrtane.oe ear.rwtwrat bmowu.,w:; 125. DOLINSfoDT EROSION POTENTIAL HASPASSED. �•- naw R pa.elble,rsemov«amnga prominlr..nn amrr,ea Ig a war+"••- OIL/I/�ATF-}Z SE�•�'TbR AppLIQ'*r^ SMOKEY POINT PROPERTIES ppnaame ran enmc,e�wmng wam[x G.0 GL-ER•NOUT -' 2. II we g11tt'a 1.poavanemn m nm'lent t[en.wre,maw n� 7. CLEAR AflD GRADE. Z - prnnvgr•nt wauantl tyre rmntn v,alnw b.ullnnwwene ant, 8. INSTALL UTILITIES. DETAIL ARLIN TON, W POINT DRIVE V "`�n� N:I'S. ARLINGTON, WA 98227 O IL uullon rmrt+r,l rq.y,..n:..,I nbn pmntn..n.. •. '. Ino JexiOn water ua•w ny nl I,.,,,I I..Inrban et ,:r•.I�,g �� (206)653-4555 NOTE: buIZINCr CONS'(RUC-(10N CAN-(R,Ac.'(02 SNAI,yam � I�(ELD ✓EKIFY G�IOK '60 GONS•fKU G'(ION / -•� C,./ ID Pt'r,<uRP7ANLE AND CGARY1 Ilamav°eaJlmenla Uutlnq xummar manure wbrn• ,- ip to 61ncbea at l ✓ -- ,/ 4/ OIN�/(21JLN;I l_ fF A(<i N PAS CONTACT 2812 COLBINAVE ARCHITECTS AIIam el»t.n,naa,le[e wub matgrer nra[eur:r, ,.inlp,rre uk<•Olber /� -% IN"(NE SA. OG T.IE f-icoybgEn IN W L-fRq-(ION EVER COLEY AVENUE Wa<Ie,mstrnnmr[erommantlaa aver.w.•t- ..Iln�.'iiwa egnlrm^,t _ RIPE AREA. EVERETT WA 98201 Imven n,r^arnta.[e aces them Immnd,r•-, 4. Inara<t mnrutr•a perloal<mlr,ann a t' aver beavr snarl.nema,e �..� .. 30, E5MT _30'ESMT (206)252-2153 Q wnlmemx,t<ruu:..ana reaeaa ax n,. "arennmavan o-aro-n"""'a r•'-'`� i;^"✓"' cna.nacraae oe: SOUri /Z LANE /2 SCE Rl+PN /Z'GANE NOR7y `•'/'I^rtlllzer[n recNvin9 waterx nr gr.,I-,t^r. /.,/, stanriz¢a sun¢ l UTILITY DISTRICTS 1.1J .seeJlnq: J/' 6'Gravel0¢rm 5nrea.;e, Pet¢[to Table ltl-fi.l Ponelat9ra:aA.uu,e nue wm un p.,,lamnur wet.<aneme, - /O'MAtI____.__ I REMJk/E �VQ 0 5.0' ESCAPE POWER: P.U.D. OF SNOHOMISH COUNTY w.uena genare ear:b ax eyppt^Iraueuol. 5g1IRgs_Ibneaabext, enn Ismm ur<°¢h,bed olalm LETooWN CuoR , FX.PLVEMENT WATER: CITY OF MARYSVILLE O tda<Irweeal.wnmh na+e r Inuvelr tagh raaa nt poumar,t ,tmm.over weu•rre 5 - 4 MIN. Pb N EXIST/Nd 5/D�NN t6A plpnta Ne[hnva bean obaacvetl to xrve well In blor6leu em Ge nx IxeJgeel.,,,a M/ I �E` PY if 9AV& J!A1 4"TN. SEWER: CITY OF MARYSVILLE watelekeasee(A.Izrnague,KlnO C...ly,r•[a011al<ommYl,Ifi Nnnl.1(tlevelopmcnt EMer[/aG-.,y of wnJll(a Imnlla[In a.r pblectiva,tt,nelae[habllet neeJa In sela<Nnn'+^get•nc.n. , SO,u-N.•Y __ - ... . TAn1.F Ill 4 1 CIIAM t6nl tl R OF M^STg _ s 1 anly r 1 t gN - I m[ Inl ! _ - ____-- NOVEMBER 1 , 1994 __--5 f�G�yLX.EOGG`7 - -' O AS Ail TYP. - 4"CSBG RECE VE B . I n".. an Ibl .. /•.. / 'L. nm 2 � Ippp) nEno6i ,Y<gro e_ .__ - -_._ 'a:1-' -r A'1. �9Jl) D CONTACT: R4 vN cygNUeg rescR 17rn na. a «Jon-- tcauan rrnv[n,F ' -.'/.",! r_. •,^ 'GRF'Ffi L1NED ° C PAVEMENTOSTER<ancrm gran, ,> 2 A 3&30CAARD-ROBINSON &ASSOCIATES, INC. PLANNNG&DEVELOPMENT 3G 30 COLEY AVENUE kl rnpl Jtr orr ha,n -"""' i ss' PIPE /%'COTG SERVICES-COMMERCIAL Desi .mla nne nWna a Ere vETq IL EVERETT WA 982U1 9 nnc n n nn. / 259-6445 Checked 2/Z"CSBG /2� Nentncky mnngrnxn rn:nnnlnV tommgr,curt q,nae: r GRAS�� LINED ESIO-PILTER 26l1 MIN. LENC f;,-i 0• D$Y41' Drawn J-902Epgo�_ 6oJ-m[m+ng mgr[a•la l,a Irri- /o"agAVEG BASE � OT BA.Y ��(,� Checked ,oI In n,r _ Hi ^at DISPERSAL TRENCH EMERGI�-NGYY. SPILt_WAY) MAY8f 9`EQ _ ti,�4• !. aa. (�t;t;MANfNT PENP/NCF 5/tE a� �' As-built _ r<u tnxcan r¢renniat/ eommprr cart , nunrngrnxx <en t<uaeI oiorn,�; e0AID/770NS wnabarn wbnacgcnn., S aa�io�mmq munlna rnInc oRl rym n.„<ee m OMISH �d . e OH COUNTY COMMUNTYDEVELOPMENTDIVISION , SECT/0N A �A -PROVED FOR CONSTRUCT ION Sheet off A /� NTS 37oNA1 R� n.0.r, 'I _7 Ir�AJ/!Y BY---- I STA 0447V Tv`PTA &445 I EXPIR=SS- for RANDOLPH R. SLEIGHT P.E. P.L.S. R/W Permit No. Job No - 96a bo 9 7,/1 rP al s - LA ED J QQ ), All wcrk and materials shall ^_, i,n, acocrd ca with Snohomish c County Standards and SveCi cations and amWAehinetrn State - Deva ant of Iran...rtatianri 199t. Stand.rd S.fflo-cati gns for / road.br+eve. and mun-ci_a! _onst ucti vrt- G' S=o' 2 2' oil cwr •withhin the si tsn antl-c my r_Cht-of-way-hall _ subject eye^ n -a of the cvu angr nDer .,his tlesignated z .oz•I I .Ji epr entati ve. n _ _____ _ 3 cri Cr tv any site work pert nc to drainage, the�vn tract- r act er T' OC2 e _ .. .. [FF��LryJj _ / K snall cent act the Chien vnsC ectgr for land tleval comenL di vi si On 1 - ~.: 21 ASPHALTIC 04 CONCRETE F RO PEITT C411 at (206)388-33g5 to schepuls a _ns truarnn cvn4 erence. Due r..,.. PIPE SPLCIPICATIOaS: mad ova Z OR 6'..NCAETE R/w LINE k Gal Van--=ad ....I CMP ah.11 ch. old [nano.. 1, si ohs). _ efrea as-Dail to shall be ITO.cuae AGLITTER SECTION n eagniz nee Of PhAIC 7 required prior to site av_roval.or d•sagna el `-]6, c79e 16 c9DaC 2. Ylpa shall hoe asPtialc w N e cm•nCo1 bae.ae. C- 4 The t.moF...y erosion/sedimentation control facility shall be 2'MIN.5EUACK pELAIL ' nstructed prior to any gr titling or extensive land cc clearing i 0 n_a¢r STEEL e..dance with the ....cued temoorary -erasion/sedt mentati Fn .1a9" 'I NT S. x 2/7 Y l/2 1 C:an control plan. These facilities must be s,tisi act Ori le maintai netl J� PRO ru ga J Y l Ln.earrugatlon z c t 19 ebp• N' 1:1 aY.. F`ERrr OS u•e•r O1aveear of Pip. are PSPa GaSe Eavd of p19e Arnh piDa Until ..net...tic.and landscaping Ls completed and the potential � O ;� L� ? - (l neh•a) (iae h•a) (lash..) (1 n<hea) for on-site erosion has F....d. 04 i �� - 6� l2 - 54 17z17 thru 42z29 16 ter) SA - 120 S. Unless oth...is, noted all storm sewer .ipe shall be co orate PpZi 60 49z7] I4 2a^ 12 - 178 17.7940%31 chru 112z7' CG n 66 - 90 37z38 chru 64:43 12 2a^ 14A - 117:79 chru 177:8; (�1 (CP) non.ei of or old, ASTM C-14 (24" diameter antl larger to be /- 9fi 9l rein-vrcetl, ASTM C-76), or corrugated metal (CMP). CMP to be „-t,lea a'Ym CUT[ galvanizetl steel with treatment I asphalt coating or better, or a I O ) W a. izs 12 -or 1Hs ,hen 42a diaveCer and a9z77 arch cvrrug at.. aluminum Ato.. or RASHTO M2`4-70 aluminized steel. pip. \ S a �_ ..!+n 72z52 chru B7z$6 19 1v A 1 pi es snail nave rubber .skein- w• •'�-� ' _i 1 142z { H.T:.L Band a ' •• FpEFBOMtO 6, W 1 p g L NOTE:CMP NOT 7T BE U5E0 ON 0.509e SLOPE - d ~ Is. All Dip,shall be pi...d F stable earth, or if r the cpiniprt pf r zip EMERGENCY OVERFLOW SPILLWAY e thm County Engineer, the nexisty ng 4eundaii on Pin nsati sf.[tong, aTREET fwYEeE1Y GUrt R Psi` i Baekf 111 a and pipe vaa.¢be co mpa-t•d Co a 0 then it shall he ex Cavatetl below grade andnubaatl ed / N.T.S, tips<Sf led MSfliO T-99 - T d•aaicy of 90:. 0•e T noble terra 1n handbag and erd.son with standard specifications. Never Install Pipe on ea.wl exwa+•ever ,+ Sns eal].a:len_ I.tl, frozen earth or Large b,,Id,r=_ Or neck. c ST-DIRS 8JUTTER ACCOWABLE P/PE TYPE SO-N12 1Ns, /AAZ+2 ACP G1•/P TRFArz)En/T 5/Si'.0 AL 4. 7- ?he back-ill Shall be placed equally on boon .Etlef cf th4 p EDGE OF SIDEWALK I~� C.q.ir. ..c of AASRn pipe and COapling bonds shah meet Cho pipe-arch in layers ui th a Nose ay.rage deFth a4 cmaeemue depth 9", th.,oughly tamping each layer. These comp.tad lave[m NOTES; Sea T•K(8.01..9-06 NAap raqui ravnGs of AAS8T0 M196 and M197 a use extend for an diameter g eaoh sloe of tha Fige pr n the �'� CEbENT CONCRETE OR `� m x_ e n I„ •�6� o 3itle Of the trench. Materials `_o Complete the fill Ovmr pipe L FULL DEPTH EXPANSION JOINT,ell'YIN WIDTH.PREYOLDED JOMT KILLER. ) PHALT CON ALUMINUM W a0'n shall be the same .s ^escribetl. (rsf er to WSDOT sttl. spec- 2-6 01 0 11- t •nor 0,(� pg CRETE ° 11/x L .eerPugacl¢n ] i 1 1 Pugacipa W STREET PAVY __-__ 2 x/7 T-oa.3 O and sod. so,_. --o3. na)c, meenga a e-) -__._._-- -----+ DRIVEWAY - n ° ¢N i RAMP TEXTURING IB TO BE DONE WITH AM EXPANDED METAL ORATE -,T B-6 PS pe err rh Cage Baad Pipe Arab � 'z �a0 B. Al! orates-<inl et '.n_atCM1 .sin) shall. _ tleFresaed- ..1 -met- PLACED AM REMOVED FROM WET CONCRETE TO LEAVE A.AMONG ParTERN. ELEVATION DETAIL nlamacer Plp• (L nthtF) Gag! eevd DSlmataP P--pe (--nChlf) be THE LONG AXIS OF THE DIAMOND PATTERN SMALL BE PERPENDIcMAR TO CURB. 12"77" 17.13 Cp 12.29 16 12" 36^-60^ )••( bolo./P......t I...1. - OROOVEt.HALL BE tit'DEEP AND UA'WIpE ]0"-]6^ 2g220 C¢ 7$214 14 Il^ 'z all catch basins to be tope ! uni ass ptnerwi se ngtad- TYPICAL D Ri�/F_WAY C[JP b GUT 42"-54^ 42:29 eo A9x]3 12- l" 7a^-96" 60,16 C 95z67 F•' 1. yr MAX.UP AT OUTTER LPN:. 60^- 57.38 co 64.43 10 O W F11 9. The contractor shall be responsible for adi,,timg al! manhole, z Zl• 106^-144^ 103z71 eo 112z75 r�W inlet, and catch Call, frames antl grates.just Cridr to pouring Of A. IF LAMpIaO AREA IB LESS THAN A',DECREASE 910E RAW SLOPE TO!. $Pi Pal A10 Z LLU curbs and paving. Conet tact ion and Maintenance Cr Ltecia PS pe '�-. W /0, All catch bas>_ns with a death .... 5.0 .set to the flew line Conaie^ucti cn Timing nco sry ce Dion Car "•1 6-DADA TYPE A CURB RAMP 1E^-A2" 16 12^ f•" shall be a type II CH (manhole). At infiltzat ion t ench shall nOt be c <ed oc placed i til'all of 48"-60^ la 21• a "'� kl ID bn - the c L ibstj,g dial,a,ea hoe been°etabili-and appcpved by Che[eaponBible bfi^-go^ 12 lk• //. All type 11 catch basin man to I,%and all inlet and catch basins MIN. inspector. -o[a e a a +. Z S Mall ha- locking S. 242 $• SS'E Trench Preparati... ace. its_ ,TE All n-par' red _.cal pipe .hall Daa .porn a ga•ka ca the /1 O /2• R11 structural fills shall be compacted to A minimum of 95X Of ,eicavata the t=necn to the deai8^dimension•. t:ca tad m tale.hall De 1.1 be ]ol _ I--) ,l maximum tlenff ty by motlif ietl..Orion to I very from the t nth[lane to ePhance trench wall stability. Case should alsOabAD nq -- v 10 taken to keep this matari.al away from elopes, neighboring property, Bide lk,and ,1 all catch 10 /L5 /t-5` ,�Ra/Nd •street°. It is °c¢mmended chat this mat extol De coo r�d with plastic if it i c ity 4 dolj;& Lne=oby t eilvanit I.rBnpnnll'ala vardr i-v.'the Q, U )3, Stand Id Ladder steps shall be provided in yr,Y/NG PRW W>Y `be left in placettor more than 30 day, (see BHP E1.20°i volume I1). l:y r3 dmS�L-13fad b!'�a fnhltn=:at prvg=Av asralillih by`gym t`f](' basins/manholes ex[seat lading 4 feet in depth. Pyje� 1z1gL•1vC- Me pi'pjac engine..'. :1amv and PIIVDa z' W Fabr it Laydown n{�f=II_"e oYlER(pAL RD "V EaI,JaPN 2S9-offs so Catch basin frame and grates shall be Olympic Fo,nd,y Model 5435, �+ a u o d 5435R, Or 5503A, locking type or equal- MoIF 54ew5A is ref err etl 1 The filter fabric roll w t be c o the proper width prior t in atallat tan. The 'poID to as "through curb inlet" gn the plan. Model 35OSA is t C T cut width must include suf fit ienttmnt�erlal t conform to the trench perimeter r of erretlato as a railed grate inlet" .n the Plan. [.rhea. dORB I.0%MAX. L lt I !tLICIED GU R� -irre9u lar tits°antl for s 12 then m sm top o erlap. I.\ O 0 p1 rY/ O.S%AWN' I P1aca tM fabric roll I,—the tr nth antl nrollta sufficient length to allow (F'.-.I1 Q,n /5� 9ack{ill trench of n utilities shall be compact to 957 ralati ve y. \ N T S placement of ins fabricdoii in co°one trench. s o or ocher anchoring objects p ` Q, N ompaetf an under eaatlways and 90'6- relative ompaeti vn Off Y should be placed on the fabric at the edge of the i=ench to keep the lined[ranch '4� (� 1.D oadways, -a ep ecif ietl _n Section 90 2ralati14)OC antl See'_i vn ti�� open during vvndy periods, When of 2vafelapOveere ea_u=ea between ro 118, the upstream 3oI 1 M',>' 2-03.3 s - roll ehoula o erapa mi i:mvn of 2 feet Over the pownstream zo11 in order to provide --yam // ® M shingled effect, The o--I.p in axes Eabriyy tinuity and allows the fabric to 1" EA 1'IENT ( EASEMEKT /b, igr to sidewalk c nstructicn, nsiruc^_ the lot drainage stub conform to the......tedonuerface during sggragetenp lace...and compaccion- cuts and/err b,M1 nd sidewalk-dr,insea required. Stub cuts shall - �1•N/N CON/.dliCO 0C7R'UdJf b'/J/Nd[7 fAYGfL/f Aggregate Placement and compact von T1Iv- 12'I 12'' I21 be marked with a 2' 4•' and gab el led "STORM". LOCdil nns pf /%[•Al/NCOMMC/70#P!N[,bdAYO JU1f/C/A711A'COURrE _ a. °I th es net al'_atzo s shallybm pl tic=tl rn the as-built constructirn r.,�,-,,..� _+ SfiaaAwlu a99=Nita onwld-0e placed in lifts and compacted u ing'plai/a compact s. p Lans and submitted sn the County. - Z/Z•MIN COAIPOC7D A/i7N Cr L�-�'�F`�'� �'�(�/'� A.a rule of thumb, a V uimum loeae lift tnvcknaae of 13Vincnei i rae®endW.ocShe ompacti11 proca•e e v fobrie tonfo y Ldea,[MXVdy b'O?/I'CC OOJE MGf"A[,fL6r/JM7L JA'PIAG JO/U/NYLJf/GA/A�N ceducrng po[egeaal 8o11 piping, fabric loggit etl-ntip=¢blem° ERPAvEMEFPC IT. Storm water retention/aetentirn f.czliti..must be flush.d and �([T A514EX / EXIhTINEI cleaned prior tg Snohomish County acceptance- Overlappi g andgea 18, Pr ovitle and int sin the tem.vr dry setlimentaEi on toilet tl on TYPICAL PQ VEMMT SECTION FplLowln9 the atone aggregate ptacenient,the filth fabric shall be folded over the _-__ ___ I liti es te^ setli mono laden water dads not:hoer the pg1ZK/NG L0� ma i99=agate to Egrm a 12 inch minimumvlongitsd inalC erlap. Thedea ire.fill _-- - natural dr ai nea ei system. Oil o one aggregate shall be placed o e the lap a su Ef icient is servals to intain°the IRIp during asb,,quent backfill' All disturbed are,, such retention facilities. roadway /"` ' SQL' SE4TI1,p back-slopes, etc.feshall be seed etl with a r not al around c0 Potential Cpninacion L1.-A TORT'�pIGAI- mt,. erosion. areas seeding will,ne dgma ,sl .y.r die :era r qp) 12 1 PAa/iNG MATEKIAL grass to an d by SUOhomi ssi ton she 11 be a "eed to prevent natural or fill soil.frame ihq with the approvetl mHYDROSEEDERsi or as Otherwise apFry ve ncont9amina Ale c amin6tea st ne aggregate shall be r vedmand replaced on with°. tea t.....cngate-o e_pnty- y apt ay_.r.ppW red p RIPRAP lU side Behind Fabric RROL.INP INTAKE 2O, Ali earth work shall be Fer{or mod in ordan19 with c ired G standards. Pre-construction soils i estE gall on m n ♦.id.may be a tea between the fabcic antl etc ..sides and eha11 be avoided. ArJ R eJ 2�D SEeTIO a 1 R-5 c lea from the t nch wall°i o£such Ir v V to a iiiate spies stability- ,P PE 40 ,If cut and fill sl apes exceed a maximum of two+sat horizontal to F.�J:.R g ng, an po sible ace subsidence will be avow y his vsida1°gNot""°oils•nos ld a laced I. these vo itle at the mo IIs. ant Cime _ _ LAN(J]G[�� during construction c re Eabiic conformity t the a s�des.i Soil �I--SFLTIoN A-T" I _ rack concrete retaining :+ail may be +apt vertical, a r piping, Eabri[clog i °Ytl aYrf 'dad b t required. All rock at ni nq calls greater than four (4) feat in roved ial pcocees. ° 1 height are to follow c unty specifications and to be designed and I SCALE HORIZ I°r L7( ertified by a[_oil engi near exper8 shoed in soil-mechentcs- 1 unecanle exgayation sites 22, Stockpile a e to IOcated n s e sas and ad'ec e y protected I eoie Lcally high is walla way be dif Elcs It to mainta Ln In areas where the soil 4D b t ..ding and mu Lching.are.. P Cate 1 I ExISTINkq • ye1 cure ve h9vgh'o she to said o ceta°maintAinle abtlityiat,. These cra�zoidalgratheigns y temporary ref rretl. ec a t require lan in Deck of he a d•e!o tic u an , m...nt ,.,.t.ti.n _ GRCz1N� EX-(QL)(�['� than c a f the[tone rose may=eult. Thee i cegpnasbl e, inn eLznege L 25. Immediately f,..Iding finish grading, per. -- /�G1R8 the shape of he v rvolr needs to be taken into c 'dezation i e (consisting of raoitl, persistent and legume) wil_ be nplietl. calculations, c aecc I AREA (ttinimum 90f per acre.) This is to include the fdltewinq: ---- ---- -- --�-- Traffic cant ro1 20%Annual, perennial or hybritl rye grass 'BLE7Jp TO P_KF7rIN(8 g Oeer Heavy egs tpment aha ccaffic shell be restricted-rpm-selling in the �I' 40%-C1eepi19 red fescue FOR rCITU Z infiltketti--K. co minimit•rpmpactihne a2 the.oil, °The tr.nrh anoa La b. El egged EKTp.D DED aoz whit,el Dyer � Con1NPCT1oAl pr mar m p equipment away�pFam nea. HYDRO-SEED preferred. a',A'A)baervation well F-KSTIN(4 �� An obearvae ion well, As tleecrtbed to the previous section on design c its a and 29. FERTILIZER: Shall be applied at 4O0f per acre for 10-20-20 (10 .- - shown n Figure III-3.26 shall he provided. The depth pf the wall atrthertime of Pounds per 1100 square feet) or .qsi va l ant. SECTIOI�I D-D ins[Allotion will be clearly m.!r on the well cap. .,, eL>=Nv r�s+crrl� 25. PREPARATION OF SURFACE: All r o be seeded shall be Maintenance POK ruTURE cal tivatetl to the satisfaction of theacpunty i .[ter- This may C_O+JL FCno I .be a o,pli,h,d by discing, raking, harrowing or pother ..Ceptable SCALE HoRIZ I°=I01 Inspection Schedule means• `/>=RT I'=S' •The obaervat ion we 11-ld be monttoretl periodically. For the fire[year after ----a 26 CONSTRUCTION ACCEPTANCE: Will be subject to well anpintipn of construction, ins we11 ehoula be monitored.flat every large storm S E C-TION C-G establi sh etl Sreund coo r that fulfills the puirement of the - - (>1 inch in 2A Hour,), and, .unity the period October I through March 31 n ep•ct tone shall t>e c."d...a monthly. Frwn April 1 through September 30, the tl ngnstructi.n@ plans and Title 24,feSnohgmish County facility should be monitored on a qs ierly hoof.. A log book°hall be STA +45 T-5TA 9+20 apvrno' - maknt:L d b the[ ❑le do.i tad b the local Or ainaPe OrCi nano s. YB y a[e°at nhi hereon qne y government lndicagA•ng the r at which the facility dewaters after lacge storms and _ depth of the we 11 for each observation. nco the performance characieriscin of SCALE I-IORIZ I°=10 the structure have been ve rlf led, the won itoz in9 schedule c n be reduces to an cal bails snlese the Pert,rmanF.data indicate that A more frequent schedule La°required. NOTES: LAN-AM Sediment aemoval I. LONGITUDINAL TRENCH-2-ASPHALT CLASS B OVERLAY. sediment buildup in the top foot of eon aggregate of the s¢rfac.yihlec should 1 SEE SEC.10.03.b.1.d. /GuIR9 be mni f..d,on the v e acn•apte ere the observation vel1. A man toting ve tl 1. g the topifoot of a °aggregate shall be yeq.lied when the trench the,a stone TRANSVERSE TRENCH-2-ASPHALT CLASS B OVERLAY WHERE I /•' " wrW ice. se dimentodapostts shall not be allowed t,Is ild up to all,point where I /ELI50 r 6°NATIVE SAGk IL-� it ll red...the r of intiltrat ton into tn.t n- MULTIPLE CROSSINGS BY SAME UTILITY. SEE SEC.10-03.b.2.d. l0"PYG GAS - / •.�°° - /"/� EXISTING PAVEMENT lo'PERF PIPE(y VG� B c a _ 'OvfiERi/ATIC�N f o' - Designed ` /12. 2 B. LONGITUDINAL TRENCH-a'ACP OR 2-ACP•A'ATB SEE SEC.10-03.1B.1.¢. WELL '°t•' ; .1 Checked TRANSVERSE TRENCH-a'ACP OR Y ACP+a'ATB SEE SEC.TO-OB.b.2.¢. - Q• TL? LTEIZ PP.SRIC• - 3 aF I-/2 WP.hHE17 4. NATIVE MATERIAL. BANK RUN GRAVEL,OR CONTROL TDP 4--_1 S G '41N R�'� V Drawn d EK,d r ;b°,..D:..A �oY easy/�,C :; Checked A DENSITY FILL. SEE SEC.10-03 A 10-04. ?ER 5 M P As-built le y S. NEAT LINE CUf.CLEAN,HEAT A TACK EDGES WITHpVr u a PLANNING&DO N ru� _ ERVICES-CO`" SEALER 88-1 a SEAL WITH HOT ASPHALT CEMENT. INV 112..5 by r' SNOHOMISH CO °•/•'PP 17174 6,g`,k COMMUNITY DEVELOPMENT DIVISION Sheet of D D a, TEMPORARY RESTORATION OF TRENCHES FOR OVERNKIHT USE SHALL a•a J E OfST84 SS/D � af�9�o.°. 4 4 90 BE ACCOMPLISHED BY USING COLD MIX,ATB,OR STEEL PLATES. (pI'�N]Q(H'(17RALILIL NAL APPROVED FOR 'CONS�U�`�ON TYPE"5"-20ILJ OSTERG,sr _ 7. PATCH SHALL BE MACHINE ROLLED FLUSH WITH EXISTNG 12° 12° 12° IMPc� b - EXPIRES 1/18�99 _ BY - - PAVEMENT AND SHALL BE PLACED PER SECTION 5.04 OF THE - ' 9�-r' 10f RANDOLPH R. SLEIGHT P.E. P:L.S.a UTILITY TRENCH RESTORATION AND BACKFIL L WSDOT/APWA SPECIFICATIONS. TRENCH ✓lam 1 AIL k R/W Permit N0. Job No. 10-030 a. BEE TEXT SECTION 10.02 FOR DEPTHS OF COVER. (NrS) 96109763 GP q4- 14 3 I a:��j ' 12-PFRF CMP STANDPIPE --A'--� --- 1"-S•CRUSNED ROCK gTCH SLOPE CNE'Dl DAM SPACING 12'MIN rPF.rROARO I- ?•L D.I.MIN. S-IOF --.00 Y� .. I PERM µ>101 D MFtAL F�f.�— dl,lYy. yy KEY ROCK,INTO O°°!°, gr2.o•OG �PI.MTIL S 13 SWAY 0.25(MIN.) SUMP BE111ND ROOK CHECK > Z-MINUS CRUSHED ROCK DAN SHALL BE INSRECTED �n�°n DAILY AND CLEANED'MIEN ZI COLLECTED SEDMENT AND 1+U r MIN. 1�, l� DORIS EXCEEDS n 9j°"eo - _ � -W 11 I � DE", 7 SOW FENLE � ,KEY ROCK,INTO WnLE ols (MnT) ORANCaE - ROCK CHECK DAM DETAILS TEMP. STANDPIPE DETAIL " f3l�RRIER FENCE OCR L/M/T of CLEAR/nl� T2 (7-Yy) -- — 4 Cn 1EJ all TOO QN / TEMP POA/ID Z 9 3 OeE - - = Z WLI h z -- — W w -- GRAVEL - ' 60A)S7. ENT. r H V N CIO C O � C z T�EirM�i�? Stt/A ^I K GNEGK DAMS O M" i �IT>% PLAN \ / LEGEND ITT- \ / F�4ZTFIWORK QUANT111_ IJOf2(11 FILLh=//r7r'JD GtJ.'T'C`.• rX re o C �r.I.GCJ i..PTlcr� Mc7N r_l^' 1� • .a AVEfZ`/1£ ENp AREA 11--tors I (NCT wt2 Got�iTP-cl•-flnrl) VN --------------- ' TEMPORARY EROSION wRF FABRIC ^^' ''`�,./� �•..� WA nrD pRA\TI _ l GENERAL NOTES -FILIER FABRIr, NFWY r:RADED'OR OISRJRPFD-- SIDESLOP, N / ) 1. Temporary siltation control filters shall be,approved filter 6. Limits of clearing for road and utilities to be flagged In the °m.• ,ro10 - --'- --�-t t fabric material 2 fet toll 1 1 ty -URGE ROCK 2're / (Told prior to clearing, GREATER DN Mn, UNDISIUPRCD GPnlllm O JD.� .- N Temporary erosion edimentotlon control facilities shay be 7. Clearing of any lots and/or parcels, except limits of clearing constructed by.placing siltation control filters around E vales shown on pion, will be done during their construction phase. 1 (natural or manmade) and shall be maintained 1n a so`Ufnctory BURY FILTER FABRIC IN A --' �Q'� 'S IQ' YIIrJ �RAvr1:-nLErD TRn,rn _ *Y -rp.It4cNE��-5 .condition until such time that land clearing and/er g. This drawing shall be used for temporary erosion and '- ( RI", rryi0m,t1n of per onenl drainage fnciliti- are rrmpirlyd, sedimentation control plans on For lot construction refer nt. R FAPRII.MATERIAL I J P y P NIPAF IODY n F.OVAL (TY r,Q _ operational and the I returned to original ground conditiois. to construction plans. II `\ IF ? 3 Provide and maintain temporary sedimentation collection g. Areas to be rough graded with finished grading to follow near facilities to insure sediment laden water does not enter the project camplelion are to he seeded with annual, perennial or VN r19 natural drainage system. These facilitler must be in operation -R-zs•uoc hybrid lye gl oss.lhis also includes perimeter dikes and the prior to clearing and building constructs nand satisfactorily sediment basin embankment. Hydro-seed preferred. .\ maintained until construction and lands aping are compL•ted --- --- ' GRAVEL CONSTRUCTION ENTRANCE and potential for on-site erosion has passed. x 10. Immediately following finish grading, permanent vegetation - ' con!-sting of rapid, persistent'and legume) will be applied RMra,AR.^n.WL n,smUc,NN amuxY 4. Perms and swales shall be constructed or necessary to directmink Turn 120 lb/acre). This Is to Include: I___ 1 RISrNMDEN: DE ARu OF Re EN—CE aI—NE-,,ED cr all sediment laden water to pollution con''of facilities. ALL E2rA-1..00PS AT.OrlE9 DB.rtcrlrA,ArKE uAERI,L nIF wxn al,N eE n,aD m nE srmrrtn DIMExnDxs.�Nr Where possible maintain natural vegetatiol for silt control. A. 20%annual, perennial or hybrid rye grass, m.IAtF u�I. NO RED ECTITIT. e P Yb Y ccxsRUcnD AccowMc ro arrarlcA,uvn w me r°i wO01Ii win' 0. 40% creeping red fescue s ARE UED.THEY alaEo BE-1-YD.ccmwlD ro e 9 Me;Iro.rmres srE^fK,MwS. 5. Approval r f this temporary sedimentation , �ntro' plan doss >t C. 40%white clover • '�2'4 11 DA WELOED Rise FABRIC OR E.WAL— > .r•nnA+F ,-ro 'Rva,ED Buusr RocK constitute an approval of design, size nor local In of pipes -STEEL micE POSTS+e"O.c.(TYPICAL) s N—DIM.,,Ro1s: ,NE AccRE.Arz urcA wsr eE Ar uAsr In^ restrictors, channels or retention facilities, but 1 an Hydro-seed preferred. '"'s urtwrtDa nu rcWo E^i+.'�Ax`o^�'^" approval of the temporary erosion sedimentation cont•"ol olon SILT FENCE DETAILS �+ n, x c`x 1 rr" PP P y Designed xn ` �' - only. The siltation control systems depicted on it is drawhg 11. Interior slopes of all temporary retention facilities shall bead. g slneAI cwnnrxs Be THE sre ARE suo,THAT Mmr OF nlc � am such as to meet minimum requirements. As constructio" Checked MUo E xor RnED,m FROM.ENac mEs aY cw*Ac+wTH THE q 3:1. 0$T u,nw n au.¢ub nnAs�v,�srorseE sHm eUDrE w.cus ExnW A 'progresses and expected (seasonal) conditions dictate, more .[�0' Drawn P1509950W 1 OE.I.x"ARDER,SHAG E MFECRD Rn,EDMIFET AREA..I � • BE CAR .�9t u°N DIE EHIMxCF y a} AAf�.�`1 1...J Checked Ao.Au,HO A,¢sr c,AT ouRIHc rRnD�mEO RAIFNL aoE ro�'e,MR_I u ro RENDS Eow r. ell—,MAr AE=D nr siltation control facilities may be required to insure 12. Grading off of proposed public right-of-way shall comply with ` AnomoR a�NE,rN"D 10 nE RErAa Or._A_IT—Tun " '" �- '' - tom lete siltation control on the proposed lat. Therefore; e eou1 ends.nra,Tor—TO P P P P permit requirements of Chapter 70, uniform building code. ti As-built MREUPc THE FHnAxEE auu eC M,INTMRnx cM01110N SaSNOIIOMISI I COUIJTY [all-VICES LANNING&DEVELC. pM"wEns°Ew wruESMixr a e,us awu BE A AFT[aEA s T-11n,DaxD oR rt^w n MUD Ic Mwn- d'-[ring the course of construction it shall be the obligation c' -COMIdE?CII'_ Rr.aoluwr oaoan alms eF Rruowo A+ER uw a_ww.T. M*RE-1 rEemE roe DPEsaxe,IrH E-na COMMUNITY DEVELOPMENT Dll RNr 6I11 REY uUB,BE REMDHD+rlpl TE—Of D—TIOIN OrME A3 E^.ND . 'T.Ax0 ITI,19 NN/OR=ErN u,Y and responsibility of the developer to address any new y - CN[SArRONMAIFIYONE-NAUnIEIFTER RETHF.MRIP. ROJEWSUEDTODMWN—AM. ARFTAua'EIED, •p = APPROVED FOR CONSTRUCTION EDIMw Wrenn newa,c w rue AFTER nrt M.eAEE rc MDEPe....EW m Co I. conditions that may be created by his activities and to I. IS NO L011DFR REOEAeED nl•LL BE 1111 n TO C 11—ro N wN4E9 tlu0 RC,Dw,r CW Ixro a7174Q a nE msRlw DRArr,rnm,Rm ANP wmED � .+-AMr"•.'.M,�n Fr^rMr.n wMml„n.r. provide additional facilities over and above minimum •"!c 6 Sheet of ! !ST>Ef requirements as may be needed to protect adjacent properties. -- !y,/aNAL fez =^/yT PY----- --- --_.-:_.yqR 251996 � 4 y/rs/9`/ for RANDot-II R. SLEIGHT P.E. L.3. EXPIRES 1 18 9 R/W Permit NO TERGA4RD'AOgI,VS, Job No. 96109763 CP f4,4— 14 3 CD p J V'n s 0 �s 0 3Q > Qv W° �v �C 13 r\ �N O N zi W z [�N r w ° o .Z --III I I z 2GAl—� tll=40' l� NORTN .I.Approved permanent traffic control signs and markings within the public — right-of-way shall be installed by county forces. CHANNt�UZAfION + 51CNINC, SCNEbL1l� - 2.Approved traffic control signs and markings on private property shall be PLAN CODE V"fcy CODE •(r' Q'.J fY provided, installed and maintained by the property owner. W20-7a @ Xx;SKsyma L 3.Construction signs and delineators shall be provided and maintained by li W2o-4a ONE LANE ROAD i C the contractor. a kX G'(. I3 W20-I 'LOAp CO N91RJC1�OAI \ 4.A right-of-way use permit is required from the Department of Public Works for any lane/road closure. Contact Public Works at 388-6408 at least 15 I¢ G20-2 END GoNyfRWf1oN 2 days prior to construction activity within the public right- of-way. S All flaggers are to be equipped with orange safety vests and head gear GL�F'GtR 1 O appropriate for flagging traffic within the public right-of-way and shall have valid flagging cards from the Department of Labor and Industries. .O v &.After work within the traveled roadway is completed at the end of each V day the road shall be clear of debris and equipment and completely open to traffic. Any equipment or construction materials left within the pub- - Ip lic right-of-way shall have lighted type II barricades around them. All nQnapplicable signs shall be removed, turned or covered daily when condi- N tion no longer exists. N 7.Snohomish County does not have jurisdiction on State Rout,:. the roads within incorporated cities, private roads or on private property. For any related activity encroaching on such property the applicant should obtain permission from the appropriate authority. osT 8 Access by emergency vehicles shall be maintained at all times. ,��oF Ilesy�h'�y \ r9 Ah�l_ o'A o 1 7174A • 9P'."..' esy.7 NA 8 emu` /o/iG i 7/L'. 2� EXPIRES 1/ esignedhecked rawn necked s-built01,SNOHOMISH COUN CI COMMUNITY DEVELOPMENT DIVISIOtMAR 2 5 19 A Sheet of APPROVED FOR CONSTR QN, I8nN SNO110111SW COUNTY By DEPART14EtIT OF.?UBLIC WORKS ,� • - CNANNF.LIZATIOU AND SIGII-:11G :kPPROVED FOR INST�LLA'1'IOtl for RANDOLPH R. SLEIGHT P.E. P.L.S. by R/W Permit NO. Job No. 96 09763 'GP 10,4445 SECTION 29 TOWNSHIP 31 N RANGE 5 j Lr fIILL H4prvINT CfH) "1 veer. LINe for V� �/ /'y Ljl.Dlt v.�. EA SC NGN'r (•Oft' f JT JA•C EiE1L GIJu Af., LoNED G b UTVAP G�ufC.?IoN, AGrtSG T, NoNTH Pao Ff RTT - iA+' GZ CVM1b A O VhcA rvT LANO --_ - [I�� .. [' ono• w LAN PS cA rC 23G'271 c, huee!- rTi. 4401-o11 - _ sy1_�u D ILLAft SeTbncf< iJILpINCE - �"LT StT®Aa+c { `) C ALL PA6'fC NG PAc TYrt LANPiGAPE P! L TES CNal. 'y 3 IPLLVIL•'fylrl A'(CP Po V6�E t'ftD AM1G bLGhK I'j' p1� bVf ftF• fL•�yF tR _N +FIELE 'TA'LT8 qN. f`AJt �rlrtrL na/t.BSP.tK ✓A NDFa,�rt ri.4.4 4o NC.LANbtICj4 a 14L& Pt-rAI6-�Z) A1.111 oN4 Co 1{ tf E 5 W" Mo.ry vo.n<•clL -� SE6 DeTA1L 2�A{.I aIdFI CH It PISPPM1SAL HAV NT +I-1.t•SEFi M1A1t PEMt1T AI g4-ol�•(6) PAA�fc rwrAIN El lwr. FENCE. ,/ Pt•.0. rtANG ��_ 741.OI'w'Dt EA`t NCNB !oM1 T CNM tM#a�E Nay DOQ�I _--I--„-_ r _ 6 r ALE - n I IL. P,TuM1E A.&P-5 T NOM1fH Paer P. 2� QQQS � E( F•LrL G V _._ :wl aT•«s9 .n 445 � '•r `wv LL D A W�rje''1S11. Tf O i� 1 .. '.a`-,�' __- a• I _ ANDSGLrE A'YYP L� T N {� NAO M d +- 54 t a .. . 'jCif•o ff IO'.O I+v I _ L4,,O pi �c E M. OD { LAN [ h •:GI -$.RL vAN IFSOAI•t, FLAN, I I 1 pTIL4 SLL DFT t-a pS: �LEAL oAJDrvlh�•In"S ADiut i.NtS P STorL4 pBA AIA _ - __. 4PAt 7 iftt: !I!7YSI,ff b1G =10 4 1 [4)oI-I iDiro..� n �' v.. I .Lp• a' S p��'f s ICI-G11 LA TGM ESASINS °�RpAV j W z N% 1pNtS. :v CE N'T fir `h f.ULLD N $ A i.' A!'-- - -. O GIJ iL D S' f �� C.0 x _ f.At T t AIC 'T T I �.G.b.sI.Iq. OPFICF. 14 vu - T d RroD N,F?Y E mm °i°. ? �a - "c - -a+� I _-- N A L �IIfLE - ply I " I^ v .1 ,Ul,p^„ wn(Ir At.F AD•j`Jf- °kT 5 Df t�F ,I TO'N C.1L- ,i I { J �'� SEE LANDg4T V v I C � I � I/A yN[��,}}. D Pl ntc / �5'F•E I'fL PLAIJ LA FOR I bN 1R GC n:ND nL y :..F A.TM1V►EP C•oNC N �' ~ ---57. •. I ^F P w.1 �% `- ."_ - . � -�I cllc ti _ __ i I A-.._ JI _._ ^` I o 01 __ PLANRsrNh'.-T a - •.' -_ ..-y---'"- :,- t.._ �"'__ _. aAs tA�l`Iff,F-Jd -_N -N•�� _ N - - �-ea_y I1��"an^ II-4 jII --_ ;A'p'4_ ._ �_ ,F `!,' S� P1A.•.':f.. • •✓ _ �6 • ta >Yn AAGf Lrr E IPJ Gt4wE�1E'•y CIL1I1 G•wr.nCL PC 1 F SLPEaN V'IWL ATDE«DAg. i/T>'r j- 1�! : .e � ZOJ OD 1; ! r"FL4S IONA I- oriola L.; uj 2`4 �Q --_O&3I .:'l I$"p• n.}-u,-.�- IE��! x.I.<x. =i ��`'rti P, _-_- _-� A Jf'v _C -•_* `c/F ` x 1 e.,i 3 o I"- ffiYi};a• J wJ ; --- P'}{-H �M•lcty POINT L[ y M1• fl •'h, �i r k. + _-. Q. �9�v� I o"D - F I, "1 THRONH PAiIAIN�. � W - ;y ` � -- Etcls(, i� tt�►aIT`f c#wLs �N •. -� c P -� �y wl `• 1 k. A'~ -- -- g .� Ci5M1.N)p Il- ".(.Id' J P _. {R><lij. Ifi WITLfL HAI AI •1)A W w 1 s �+ 9 <: a �, A�� _ M " �*�' o I X lot-od t. N of wn m m g yP.r L _ ,c- p r - a •'tA - - --- e �i ? 7 D!D IG A T l Orl . `AL AN -} �E,- p Y . . _ L A Y '• In! c - BL, - , i_'LJ ^ i v II I Z Nf jl -'SIT .. _ `Itl, `v,l �? S$ct - __- _ ---. �n _ I CIS - .- E',- �, --a I EA ISTIIl 514f <lK :N-Ati rr. b6�P. ® �O ILIR w T__� ,�•��_-s �a� � °.^y � �i► J t t r T_, -;i - 4 c _-- L - 1 ;3" t 'M - - �, -.. _ . i t 1 M 1 t I ! t c�T 8 4•o I obf a s E. ��l17 � _ 1. -- -- - _ S- at ab.pr. 44'-ot I yr.•ol 44'v_ 25'.c 44t • _a -#_ - --- - _. - --- V Cq - - ' 01 cli p, aw., DE SAG - - _ _ -- < ctD � F1.Ea :NONO•-I,KN c.Jw'Ty. CX,Lfyr� s; -r. _s v L' tsAtFNf T N - "S • SI�T Ny N N . M1. T E RIB GF E 7P 6 I'LA'tL b A't MCf q�-6•E yA..<� - r '-P�L�(_ _ 11 �.L .� {� .ft oyv L -- /---- PaovlfPL lOq Yf rt IAATE ' laE Nq Oft>.NTT w// 6/M1ulkL6R" -10 'D,:. wITE D•LINC ?Ge { I Z,w H0,ICN cu V.Ty SIAAJAA,D1y �,. DRvv+hAe{--befE. CaN;f�J<Tt.]V� 1 I. wATEa !tC"G, ':a-I.T=i. 4ySTLr1 AuAl97LaTi-4 �:av:D1L G-IIt0t NAltygvtL.A 4'Tc2 '+ao-o'W. ACOE{G'�L'TI.iTyLAcLHCN'T LAME \ r I 11 cDNc. f•N P5 "r' 0.w ^RR A D-A� C9M1L AHD :', ffn.G H'Iot,ATEr• vArvt - A(,. Dl-,1 9 4-/ 'W-9,+ a140 'ONF FaM1 sAi t.•t rwrcnT7 4 . P ILIYA E D(L)vE Flne n"•!CrAN Ge1+4ecTI.nI S, 7y or�E F'OM1• AnJ y.c4NT - SNO NOIISH A%Y.N%ry cTI NDARPS 54- Gj�oll Th rE .1� LA•4G5e-r.PL. ) ){ NArt•f+tv�r.e T [ ALL wATfh-1NlS, d KiV FPf n• PIa CN4 MOM IC'I Pl.+ UK-7 ON HAlvt tv lLLf �TNOe 'fi RiEh Ko GI VIL D"•e5 4G o w k GGo-c LGuC� 'AiU-o�. r(LtvA1P (LOAD -C1111'-+"w, fcN1'P•C vP.'T GruN =•Tn NOARp '� NOR.T'H t '1 '[."T,L £ASE MLb I'-SfcE Gp,vINI LA NES // 11'�"u.. Ct9d I , IL 'T1 oG„IL" �/cttT. F'LNGE AND nCf41�LY AFa.H4o4.tioIGG -(y1)NATrNEP TvaN ANC Ft SNe,ce: sTnDs TER Tf4.uFEIdT7 �I'JE. - fEfE p!s N Sff clvl� CCA PP P4/nJ «G '� �+ ._ - .. DRlw NyS / / 1 t� ,/� �Pq� o ID Lp M eo ao �`Lrca cl t o, ya :.m c.Nsr 'VATEf•LINE PLVq IfGA+•A, I a�1g'�^' -...1...__�4114 D 6,..Dw Off /� .IFy_ .��/ Imo. _ _ _ ___, -S f C G I v I L t7 w,q S 'N r'",,N '1 _"'�`�T'i'�' v'-�' 2 ese+nr--*-^-'" •16. E x Su G I Z'I 4 A N 17/R•`1 G Lw.#IL ..- M'T Tb E pnovloEGR4"KA•Alx 4Cam) JRL ca'j4D'=� (�M1A rNIG ScALt f 1/T UR£ EXT ENTI„u ei 301-0 RA'I's f! .Io/.. L4 +MDS PIE M1LL fE LX G-i• qM- GIC1Nt - FUTOI 1� bL A:4T•I PLf7ED P T,ML�ef 9N0 u AND Igg4 An-A C-01C - PCn- c.P Ca Ef`R ATE PCM-I I'T- 9ovTN TO , EXrANeIoN• -(7) PRIVf�,ny Locnllo NS �j� a h rLfL1A CIVIL 7 t4 T1r- pY -SIANPA(LO Rrvck $��rwDING Cr1rTTC�j " PAVLr. w� C1IANRE213A r- --- ----- 11._G�R--1 A.,p �I� .. �JtC° .`N R'' �T 1�Nr.• -ST_ SxOxa4Isx COUNTY 16710 SNOREY POINT BOU,,EVARD411: . ARLINGTON, NA 99223 SLT PIPE LATCH IN - ex_eccaalr__Nn 293105-1-017-00n4 cork.APE- AuK, - Ga Nc• r� OC{L,I OI 0 (11 PI BI'dl -.3/P OOFIMT: N11/2 EE1/4 SEl/4 NEl/9 LY ELY OF ST MY LESS FM ALL TH PTN \ / r l 1/4 SEl/4 NE1/4 DAF COW NE COR SO BQg DOW f I I - b Q� VICINITY MAP 'N LN CO AD b TPB TN SLY ALG N LN gp CO R 8212975FT TH NNPLL TO NOLNJOF 2E'T t , ` a 5/4 SE1/4 NE1/0 D SEC 204,75FT Try N PLL TO N LN SD CO RD 212.75FT TO INT �. .. ___ _ - -.__ ._ .,- __. TN N LN SD NEI/4SSE1/4 RE1/4 TH E FI.•YF Y� 1 > RI.G SD N LN 204.75FT TO TIES b LESS ADS X n d;. iS I p E E L E�/A T' 4 _ Flr�isl I�b �°IJc' Q a i s Jr °' it -- cir ApF. - _ TFAI. ZONE 1§94 Dec ZONING z AR GTON PE BUILDING CONSTRUCTION TYPE TY 11 1 HOUR - O CONT.T, Pl.-�"- - -._•..X._ �- %i '�, GEPARATION SPRINxLEA r E„ 1 ✓ I I (1 p'CueAur.Y w F• ✓ a]' _ __ - 1,� - R 1 (HOTEL) ILIJ-i'1 MRE R 1-�� M1127,000ORY '154e000 t I111,111 t III III _F DI 1 B IOFFZCE) II - 1 HR 1p,0.0 36,000 ]2,p00 144,000 A-2.1 )CORE) II•- 1 MR 13,500 - 27,000 al,000 "F[ • - BUILDING FLOOR AREA N -/ I FLQOB xrrEL_ i'oBE DFFTI'F T nNFR /II ��/ GROUND 18,545 S.F. ],325 4,F. 15,415S.F. 411,2RSAS.F. w A N AVw 'S TANPA`P I•M1,Ilk l�� - - l SECOND 14,135 12,000 26,1J$ - O 4AA1II1�� NAM fLIL-i `-I �\ ,a : - txIRD. 14-LU 12,m z6,1Js W 0 6 -It + E■ r t TOTAL 60,9 03.F. 7,325 E.F. '51,4415 S.F. 11 S.F. �C °CONG•SIDEY44LK E N cAti Pp-o N T EL E v p T i o tJ 1€ ) ReIhP.W/lsAfv W1 qA cp�tiT ..�...- ..._-._.__ _ IPPAN.- �� ••' ! SITE AREA. • • •"•s TOTAL SITE AREA 219,995 S.F 15.05 ACRES) GJ14T(gym- -� � �f � MGTAL c�ATL c..rcT•-- 3 _801-LARD BUILDINGS SOREINT 57,653 S.F. A e e nqx,�� T/� 4-ASPRALr '�- . ry Ti/LLIa tL�AT € PARRINGIMPERVIOUS SURFA^.E S].653 S.F. REQUIREMENTS C.J �I (/� TM. HOTEL 1/ROCN a 99 AOGIS 99 W Fif4ANNEL6 e' II/V6 17210 SST NE r, 172110• OFFICE 3/]000 S.F. a 44,990 3.t, 135 --X--` -�) h�G GA i�ETALSSIDINGIRETAIL R Nn Y'f I 1 An t RESTAURANTS/11100SSFF.Ee 65,4590 U v h FLAG NINC9 r \g I • 1 I SMOKEY 1 BANQUET 1/10o s.e. a z,zoo s.F. (LkT++ND Ai,%, E IPT C •NTH ' POINT E( �z E. t T .. c III A I N F.M1A M L ?' ,Arx'R..�.. I TOTAL REQUIRED 341 CON T. 13. >..Q,a' wNITL LETTt(15 IIty1•t1, c" . O ON II 4c,ICf h#INO i N PARKING BIBLE 6 i STa JPARO 6.f++aK GA r we M1D R P �ST/Tt iixA•WP _ -" - A II1 _ 5 ! FAhG•INC PLAN I'J'IA•L41 e11 A•tOp � 0 I COMPACT 23 '�II } V 5'fA NDI ry D SY LO I1.fI. GO Il L.S t I ` I � FULL 9IZE 305 wrAN �M1 41i't L�f'�A,�, MLTAL clLl iJ bol,?1'v I' 15 MIN. LOADING _5 _ r'1 Q V '�/" 'TOTAL 341 (33].9 LOAD ZONES) VII Ib L1A ti E�F Ll+sn•y pier GOLV II ! PN.!! 1 ,LANDSCAPING REWIRED 11.Uf6'r CV VP:IL•E• C ZII� r7Aw• Tc c Jla tl Y a lGRoss PARKING AREA 156,510 E.F. x 1a) t I! 1 5 W PROVIDED 24,12E A,F. STANDAM1P Cow -f-ar►Eb •' i PJ lLIG po'�M1 AC t PON PRRT113I4 gOLD I C L GOJ P4 - I-� 1 a POINT�vI • TN:u�P f A NA 98223 (206)2061 653-653-4555 IQALT GARY PARKINSOH,ARCNITRCTS 2812 CO4G•T� '/III C'>••) - ` - EVERETT,�WA AVENUE 0,4 01 A 206125 21 3 _ q G * P s I lls�el. LEM1-1 Z •/G DOTIrI 1 ,,,DTB TA ` IDL ON III 9 �� - 't7 0'7' I LA. r1A NPIGA I/LO i1'A LI.. lw • P^ R: P.U.D. OF SNOHOMISH COUNTY WATEt t ' y I I--r-•�rr 4 q /I �, I� ON - `f 5E.RR� CITY OF MARYSVILLE , j SENER. CITY OF MAAYSVILLE _ FCFIVED 1 CONC. SIDEWALK 2 _�`RAS ENCLOSURE 4 H.C. SIGN_ ��... .• i I JaN >sse SHEET AI,I SaALE' 3 ';I--o �4 s "D BIANNiNc3 6 DELx'L IPMENT SECTION 29 TOWNSHIP 31 N. RANGE 5E d ` ter ^I .F J qq In ,IALANQ LA IJQ�- --- 4 4 0I p II 'I G G G 21a'. {x- --'------ ----- 6111LD INDI .1 tM1e ttraAc y.' P-tA a s Lr rnaw 1 ROUtIAI /-� TN PE m LA NOfs A FL a ?N r6 i 1M1 f tN°L• r/ BYF'FE¢ yti Lt. M,A4 V4'-o'1A 10 t0 (f•)AJ.1 LOGAYIDdT ��//�� O J �A N9G4.APt P1-AN _•41. ftE D4.1e1. Y/ ------- - ----- /i - -�_ 4 _ ? /V� 00 i B / _ 1 \�� .-- - +' slvi�c "4sitti I�F°t:T K-AT,-N W Z ria. 1 Z1 u;2t14o H!4 u t 1t le 4�Ik Wr 4[9i1,t44 DS A.1, re z x°! ° sa s u.Ai 6A 1 '::h,o-'s':..b`'d.?wjv,.Y'< ..?Y?`z - GI✓IL DM1AW 1Nq b. �t O ` ... U I ` LOLIE ) Low mN6 > Z L dOfGAFL A0.f.•4 D Iq,P a MI?6 6!M�IHC ;" f -1 - { •f r�,n�. I .* 4To D.rl DAA(.nA E AND �. rA iKLNl, TYPEsaRl' �. _ d Y TYI. -D•EFLC.-�A N►414A/i `�v "` ..FN. - 1 .I GAT411 DA41N t5 I1 -1 E� y� '{O cIV1L Pw Q Q G 1 51.011 MN•I. rifq LANOGLAFt UFFE■- 1771 � �"N m B °'' � � '� ;•( 1 o d r, m iF{ LA ND4GA/E Ft.AN ivr 3 Z f- x, _ Od H. &xr4.YofO co Nc ~ ovlib a ASFNANT i � w ° o 3 �y -+�PLAo.Tea EucF iyr. Q EL ONC 01 DE WA L+L _. ►KIRK {', ,R C.AIA•H 6A9:NC w/blI -A• TEIl stt F+oa rclANe Q r� SrrenhT4tir• C&O efvlL P-js O W H /� I A e m 3 Yl / �' \ `� _ '� 'x6 . / rM1tl FEGG!tl NAL /FF!G t�i --'_---� A �� • 9 � T x1 • // .I 7, My �K � eg - • rr � � � � � 'i:�C.� -Y� ■� W 60N41. AND 1i �" 7 N - -LN?RA NO -i}F/4. h J WAFT ACrAwT ?u / ,".l t •1 t. O _ "�- e:+wa e I o f vu.K f�!�i o I i Z b rm H To P—G16 F�A,4C 8 / =q' 1114 LL•/r MAA G}';; t: - D �4 IR 6E(IcT. 6�� SANITA Ry it Wea., �' P �W -s . a mAVI Y(i•H: A A A °I /7 n4A.DUF 41 culi .�I 1 '° - / (dl Y t�l'.o„} 0 C `!61 tl v9+•O' sF.ceS ��. ,,o— ti a ,o.. _ 1: v �• : d' 3:•L1, Ex,4r. G1I^AE a hA'H G Q �n w L.L. 69�0" 61 � Y - I•� 1 LiA /r��IIE(P �� Y�I j ? r+ ® Z ,'i ?�? �t '� 9 1 Sr51G6YJA �. Ile fiol a 7, ,. Ht 11,11p, IAN T 7 7 0 Z :-•E—A 1= I '-A I : J f- `!IT6 _. L�_' 3O IF/7 .DUFRfP• , 1 G I lr - -,�"". I & c ? ' ) �� ` P',AL H DA«j -"' ?? Z +R R '� h1 E14 •1'I aDli E. %V+T51 R.•.µ Za■. U r u /F.M.) Y r W-- e y .1 NEw 1c° w�xrtR r u M Wf cV n - I r c4 — — — — — s =. — — —# - --- s o3"%I. '.' l!/ V N N LOII v ti TYPE AIl BI! 't� 7iFv s v i';t�hele U/K 41mc +r - i qy g L {JFF a r- ---- L---- lSfQQ�F�UdJh// :°p �D 44. Da,•.t.ey (fco -!S -P-f Ff IL, I.,NPoe Aft %�4 IM f Mrksvf N! \�' (AtNovE Ex-1t fLNG,E•B &6VD. - --a— PE7 G.o, co cv,. p Pi . aVol fY& _ 61_e'.,N,Df MIN J.+LU,N,IJA•({0 sU{L{. FLU G!1 \. I .�� I�U� —T— —. — — — — — -- '� t.af•I T• C v�.. Vwl+q-•- h06d � �7I. {'A NOscAr E• ►�F-FF¢- 4.DID /LCE AL 41G IJ �U�( rLa�IN f- � ��(/,�Y rn c4W0.c -?yPt CIN - Tyr MAc 61iE .2'!b IG IFi l�' .✓(`(-•l -- - 'LO TIED Q.G. IIL C� 6114AN17A �l NAK H{ MT • 4b•o' f�p- �V N^ i'(, .1,h�J {' RY SCw/M1 __-�-'�-�A4 TeH D8t LL OIA Ltf-SiIrS. _.- _.--_.-- " L(rlUl � I'SF - 5LE Llv is DwfC r Y' Ur ��C + I6PR (A hINI L'r�I of C. :T/ ICI 1 ' S I T E P L A N 051° 2e ko to PROJECT CRITERIA JURISDICTIOfi SNOHOMISH COUNTY - C F&47_6S'Z.AWRESO 16710 SMOKEY POINT BOULEVARD ` ARLINGTON, NA 98223 _.3 TAi A' yliT._-RO 29 3 10 5-1-017-0 004 ' LEGAL D68CRIPTIOE N 3/8 OF FDT: N112 SE1/4 SE1/4 NE1/4 LY ELY OF ST HWY LESS FDT ALL TH PTN VICINITY M A P NF.1/4 SEI/4 NE1/4 DAF COM HE CDR ED SUB TH S84°09 OBW ALG N LN 8D SUB 30.02FT TO W IN CO RD A TPD TH SLY ALG W LN SD CO RD 212.75FT TH W PLL TO N LN OF — --- ---' ___ NE1/4 SEI/4 NE1/4 SD SEC 204.75FT TH N PLL TO W LN SO CO RD 212.75FT TO INT �13 lf -■" 1 WITH N LN SD NE1/4 SE1/4 NE1/4 TH E ALG SD N LN 204.75FT TO TPB 6, LESS RDS 3 - BUILDINO.S:RI TERIA ARL GTON I w- CODE 1994 UBC z -~� • __ _ __ ZONING GC t � I SEPARATION 'ePRINKLER O - ---__ OCCUPANCY CONST.TYPE DA4Xr ALLOW MULTI STORY (1004INC.) (100%INC.) ' R-1 (HOTEL) II - 1 IIR 13,500 27,000 54,000 108,000 0(OPFICE) II - 1 IIR 16,000 36,000 72,000 144,000 A•1.1 (CORE) II - 1 IIR 13,500 27,000 81,000 i • I - BULDING FLOOR AREA 3 f _ R°�,- -_� •I� FD 18 545S.F. -UME 121m HOTEL OFFICE TONS TOTAL w 7,7 15, S.F. ,ae5 S j1• D 14,135 12,0S 41 F0U 26,135 1 �' -^, _ THIRD 14,135 12,000 26,135 k pFK I • FOURTH 14.105 12.000 26.135 w xk .Y TOTAL 60,950S.F. 7,325 S.F. 51,415 S:F.' 119,960 S.F. SIrE AREA �• l ° TOTAL SITE AREA 219,995 S.F (5.05-ACRES) O _ BUILDING FOOTPRINT 41.279 S.F. U LI N Tb( IMPERVIOUS SURFACE 11E S: 1 • ". 172ND 164,090 S.F. W SMOKEY PFRKING REQUIREMENTS C, HOTEL 1/ROOM @ 99 ROOMS 99 e POINT ED OFFICE 3/100o S.F. @ 44,990 S.F. 135 RETAIL 4.511000 S.F. @ 6,430 29 O ,A, w RESTAURANT 1/100 S.F. @ 5,590 S.F. 56 BANQUET 11100 S.F. @ 2,200 S.F. _2j TOTAL REQUIRED 341 'nna ..,e MR PROVIDED ACCESSIBLE f I•F( ACCESSIBLE 8 f C 1"," COMPACT 23 '7 r F B 15LMIN.ZLOADING 305 / ��X •� uj'/(�J% l TOTAL 343 (341+ 2 LOAD ZONES). p/n��U� M m I LiMDSCAPING REQUIRED -15,681 B.F. z (GROSS PARKING AREA 15fi,810 S.F. K 10%) s PROVIDED 2A,a23 9.F. r r x arrtD:66: SMOKEY POINT PROPERTIES _ n ` ' ° _ /:un• 17215 SMOKEY POINT DRIVE RECEIVED f ARLINGTON, WA 90223 AUG 4 •� (206)65J-1555 1 �997 Q ! i ♦,�• 49111'ICT GARY PARKINSON, ARCHITECTS �„, 2812 COLEY AVENUE LAND USE/(dk(ORDS S IMJDN I s %s EVERETT, WA 982N1 k4"x'" .,n �T „� Iu■ ^�.. )252-2153 (ao6 -..': - , ''( --G D•SS-I�l�.— ' t il-psr,�E UTILITY DISTRICTS - POWER: P.U.D. OF SNOHOMISH COUNTY�a SHEET 4 * n. WATER: CITY OF MARYSVILLE 11 SEWER: CITY OF MARYSVILLE F1_-, ? 1„.:0 G —� Si i 4A2f._9F�REPAAATION 9�—l017to3 0A i 17 C Si NE'"T` 720 Oki U W ON n". SMOKEY = Mm. POINT r i y W -. - M In WnL e: nIx P Y ' nr.n`•'..Ir z e s A con LL, -. UP4I AfER.SEN11U foR l.r/0IL/LJA1tK SE9sRArOR \ 7 n D . foP I I'1.5o tIV INV. w .. S IM ON'S a° 0° ti ° �_ o -�—v- o ',: to —6 OSSIN a ` \ ` \ -_ �• C ► I /OIL f IAA - ar �5/1 �� VICINITY MAP z E~N � D•9� (� — SCALE: 1"' = 2000" O W w u' cpy 4 �E 119.50 fit'119.50 Z D �EPERA4oA I 5EPERAL I I ARLySOR� I I I �\el/,'I Z lip 5 a0 0' Q. 3, I I CJ 5#13 I W I r I I pIL/WA(CR I L is N G'IL/ ER I — -/y®� _ I. I EPARA-rDR C� Q JIGS °R ,`. P 1126t7 I I !lJ 10 �- -.0 I I I I I 1 V. I I I O r�On N A� I c2I'f r FLAN -f1 5GAL c-40'- - - - — - --= — - - - - Wr QI L/WATER SEPARA rm cs#fv — ,. 'foP.llle.50 W/VIIL4F4A,6-&5EPARA-ftr_ W/0 WA•K 4EPARA-coR hV. .fvP 11•l.0o J;�p II'1.50 Cr,*8 I INV INV. .,.. L•Py:,kA:.-. CP414 C1'7•IfI(o�_ �. W/OIL WNER SfPARA'fOR' - NO��LI - W/OIL/WA•t'ER SEPARASOq W D/WATER SEPARA'-R_- W/OIL/Wl ER S'PARA'fDR _. W/Oil./WATER SEPARA1oR fop 118 SO ?(J INV. 4ov II'F.So •fop Ill. 4ov.119 J INV, lus/, (NV. INV. / CRASS-LIN,F�Ra MALE NOTE9 - I C...I...don: CONSTRUCTION SCHEDULE: - 1. n posslete,m,ert rvnmf mom awm gnm vegaaugn In eztabunnea. 1. INSTALL CONSTRUCTION ENTRANCE. Z LEGAL DESCRIPTION -- - g. If dfverslsn Is not Mmlme.cover graded and a«a.d erode with a m,ltame 2. INSTALL SILT FENCING. •' Q' — --- _-. erosion a ntrol elopes covering material Infra.,nnlchl•' - g. rreventmuarea.ba.Nesbr•vominggm.a,r«br ndhamp.nnearu,e 3. CONSTRUCT TEMPORARY SILT PONDS. . ` vri«a.feruuyng.wale,hg and aplenung.e neeeea;.na eneatlng - �u«u„e nr,in.ge. 4. DIRECT STORM RUNOFF To SILT POND5. - 4' e�m of puny ro.esroa i�eo1 9brnle.:eu°no�tr°"unn ra,uu '5. CONSTRUCT NEW GRASS LINED DITCHES. DO NOT REDIRECT EX. DITCH (n itN1 N - FLOWS UNTIL GRASS LINED SWALES HAVE BEEN WELL ESTABLISHED. _ ' Maintenance: ' 1. forgroonxdbloNW,ptantedIngnssm,m re•ulartyduringlka lamer ,. 6. MONITOR SILT PONDS DURING CONSTRUCTION AND MAINTAIN-UNTIL - �-•• b prnmpl•amwtn ena pgmemt upend.ue.ure me eo rut edow um eesivn _ EROSION POTENTIAL HAS PASSED. now u p«elwl.namova rvtunv.prampur.,na a1sPo=e m e.ar.,ena nn O I L.�lA�/&�SEt'A,R/a pgnvbnb r.n enter revel b..weI«s. 7. CLEAR AND GRADE. Z. If the ebt Uv.1.prevention d ngmint er•nspott,.cow peas.m Nt - 8. INSTALL UTILITIES. T. mergent oUand type pM,rto t-1—height nt lhelnd of the gro.Ing reason. . f'pr oil e,..U,nd repnt,ol oblerNven Ilt t he rlmrts stand at M1clllrt e.,rgedlnp : - LM1e tlenlgr,water depth end"..pt least low Inches at ibe end gf Nm growing ✓ Np•(E:bU1ZINy CoNrsCRUC(oN CoN�(Rgcr(oR SI-IALI� d. nerrmve ualmeae agrbv summer mm,wn risen they nala up to d cocoon.t , ✓ A✓os0 PK,-futzvAI� E AND CcN1,,f2UL'f1oN�'�l`vlfl ES r,r epet.or mterreu.Rh Nen I ereratron.use a egId 1 IUrne= _ IN TWE ARP-,A Or'r,.FE VlkOpt, e5- I N W L_-rFA<10W nester bstconglr recommended ever•berdthoe or aragune ume egmpmest Virc AREA. /V/4A W leaves bar o-spots,re-seed tM1em lmmedlateJY / / I - 1. n,sp«t binflltera perloai Y.end_,W Y after h ""if.Remove J 74' aedlments.fe IMo,enareseed ae nettssarY�B ,f ltoavoldlnlradutln9 - a y+r I Chinnll Gr.al O".: IerNllssr ro r«living waters a grwnd water.a .r SIabIAild SlEp! - FnER/APPLICANT- RdIn,to rable m d t bseed«t gvsY,.N Ina.Re wm be re I r e anaa,n, -SA :5/A/ - weuend gvnere.wen on rvgne (.ottaual. !rad.nve leel,nsneal, end e�dri , Und�sMbed 011111 L,�%'(DOWN C.JRrJ (tlurh.eedl..l Ich M1ava relatd ,Idgh rates or pollutant__o.Other rnll..d 4 MIN. plant Net nave teen oe od to—well In blorllters arc Co_-(swig.-1,end wale al—(A.Levesque,King Cw y,MrsonelcemmuNcatlnn).If d,M,pment .EI-IisGENCY of.gtlllle 1-11,t Is an gnl«Ove,wnslaer M1ael[at needs I «Nog vegrGUpn. 1 �=G,u-WA-/ t R.l CIiAM[iEn1FTICg Of CM.f:n - , EUITAU�n FOrt tLtl ntllG rUCF.T gOURO RGGION AI iI.CnS In) 1'ngn mini` s:r - CONTACT: n c I/✓ I Jf - OSTERGAARD-ROBINSON h ASSOCIATES, INC. nn 1 rYlgr arse,gr —,-tl oil hg,a,e C[rot eg,lon ]— -�'4i.� /„�, /, _l - rtaiian nngrns, n g,a.,• COLBY AVENUE 01 EVERETT, WA . 98201 Designed r rid n 259-6445 Checked /y C, UST�C, Drawn Fbotl*pN Kentpcky nl uxgrnss ra mnnlal/ C. t [g sn d C RA-15S LINED SIO-FIL-j•ER n' MIW. LENfafi-I o,WASy G - Checked son-mrming sc ar . DISPSfLyAL_ TRENC E4N LL H (E-MRp, CY SPIWAY) A 1 1 rl `A4' Rio� As-built � Tol. fe,rv. rxrenvlaU t t g + - 1 SNO140MIS11 COUNTY COMMUNITY DEVELOPMENT DIVISION �ctsrcRjrp' APPROVED FOR COIISTRUCTION i Q u t r o R 1717A 4 4 Sheol of we,ce rn wnentgr a,.. r,m(1 Tnt rn d:n d : JS `na m mlvv IONA4 L� BY_ -EXPIRES l/J13/961 for RANDOLPH R. SLEIGHT P.E. P.L.S. R/W Permit N0. Job No. 94- 14 3 r a ' — ►—�— i r i _ 'til. 73N0 `� €• I: 'K SMOKEY D " POINT Z Y W I3. 41 �yl_QCII I" II E � g e'�W �1'PSGt^%o cd-w- vu:c 'ra` c P54 II I7TOIL/WAIER,SEHIFU rbR W/OIL/4JA*K SEFARA<cR ToP 110.ao 'I N,/11'1.5o O I Qv, INV. ION'S S IM p. ° —C OSS:fN6-- — LL '� 7 all 9 :�r>usarmr -.. .. ClJ W C tv Top, 150 � e`s'" / _ VICINITY IM A P 7 z g r/ INV. -la ' '41 �- ,CDs FIrV'Ak.(� DI%f '�/ /.I I. C:.� cTF . SCALE. 1` = 2000' Zj' �"N- n � I eR 1.50� 1l^I` to" S1sd ✓�EU z_° — I dph OPO G tIrVn'S 11A7W50R-- — N i Otbul J ^ ---- _ _t,�7 51_Tr- r2Ll N 1 W 011 LI/WASER;611ARATOR 4bP•1161.50 INV. .fo/�II'1oa� ��PAllhrb R. W nIL EPARAIOR I N,/ Tau II'I.50 C?J*8 INV, I,�/OILTWATER S¢PARAToR G¢y 9 ceS*.14 C6415 — cP,:aI. INV,' fJ012'fN -roTWION/PCS 7 IILI&/SWOATER 7— ARA'P>I I /O lt(cg W/Olt./W4T6R Sf ARR SEPAFWf1R l /WATER SEPAKA-rDR TOP 111.50 'YOP 111.10 'fop.11"30 Nv. IN`.. INv. 48ASSl-I:I ryE1L.AltuR.1l4E7 m BUOeOevopoi CONSTRUCTION SCHEDULE: I. v nm.mm,nl.ace rvnmt egm awmee mm�nrnar.,uor,i;�hmu.IfEa. 1. INSTALL CONSTRUC110N ENTRANCE. 3. It dl vermgn le ng!pgnalula,egvvr 9radnd end needed arvnn wltl,a callable a,a,IanrA,halms;,a.rgv,e,,,gmetar,n,l,,,av mnlchl. 2. :INSTALL SILT FENCING. LEGAL DESCRIPTION g. rrgvenrbn.anraane,nwma.byavmne,gg,,,,al,r gr,dhardnar,nugcw• 3. CONSTRUCT TEMPORARY SILT PONDS. ' Q fel,.0 i.ii walm log and rgnlv,ting n°..:coca:and gnfa[In9 �n`I`u"°n,mnegn. A. DIRECT STORM RUNOFF TO !TILT n, . PONDS. nma mu o � a dningx l bef.ca I �i CONSTRUCT NEW GRASS LINED DITCHES. DO NOT REDIRECT EX. DITCH 'r - �IIM IN FLOWS UNTIL GRASS LINED SWALES HAVE BEEN WELL ESTABLISHED. _ \ ' Ft I t ace• I F r grggmnd blglulen plarnaa h,grasgn ,l v ,,lr a„Inv n,a 6. MONITOR SILT PONDS DURING CONSTRUCTION AND MAINTAIN'UNTIL t rcnmgte arvwm end pmml I,t,ren<a D q,1.cut bmo,. nvmmer it.dell, EROSION POTENTIAL HAS PASSED. fl w It r lwpmbl va..illa pl iy dlpge I a-y w that t -tea OIL/I/,Ih'1'e1Z SEri'A.FJ�:Ib - 7., CLEAR AND GRADE. �� 3 u a, h!o u I p......mn ni n elan!firer.not qw vcv "eco.v�� S. INSTALL UTILITIES. 1 q ! tl d1YP pl nb l.a l-hcl It tll d flhngmvin 1., r,r all rnl n hnl vl,l^mn.c,Ici I r t.t doll all te.ra¢ol,p — lua de.lg, ,ter Jerlll by n[len•t to I t ll era nl ll c prv,.rrp .aaaan. �;� �� NOTE: bURIN(g CONSTRUC"(ON CoNTv.Ar1rOR SI'IALL '-1 ] lama dl I dutlng namma[moult 1 tl-Y Ild,P 1.6 Incl¢e at ,/' .� — 6' A�OI n nl`r(URnAtdC.E ANP CcA41efRL&T`ttON At"vi-o ES �� V J ren e I t I,a Wnh mguuar nry a vavf ng,Ir dnnvv Dim f"r�./i"'' IN THE AREA Or%'fLIE Vkz posEn IN Ili L.T'RA-riON /005 I Tolle I. t qly mm loud nvvr abamrl,M nr aragll,q.if the agalpment laa.e,I r - ,can v,a a b mvnlnlaly. j� -� nl PE AREA. 4. I Ia t b Ilit M Inti1e,11Y,Ma earammly after Ia,vY m nit nnmgve 9 v �—*�` calm L I all ,d reeved na neca.eary.nv cnral,ItoavvlA lr hgdudrq /p Channel Ortde a":iarevrac en clamvmg r,mac.ac er,m,a avatar i ''�� ,✓"r slammed elbna / seal„vr /////J' r� eclaarlsaln,spreaa<r WNER/APPLICANT• T) 14A nefar t Table 111-6.I tg Iwt granw,.if lha nita will ba raral.Lanlly wet,aonalder ld-ld goosed earl,ea TY.0ju IcatlnllelI rr,Iwl_l buhushanl, and IATDJ -5A :5 urJsweedl,wbtch bnvv rmmb'Ny loge .V.'I N wca',uplehe.Other wntlgnd UMI61Nbed OUllel LETDOWN QIRr7 pilots that hove Ircen obwr,eo n•rcrvrt well In blallllery era C4D9s(,edges),end 4 MIN. w,tnr e......1,I.e.e^In•Hln,•f,°unll,rerunnl Co nmuNcall I if devmePmant EM.rrv.FNCY — e'1. +� nd urllJllla I,nb tnL n n uhleetivn,e°.I,cr h 1111 Canoe In vat gn.n. 4 —Il,o Ill 1.1 CnnINf:optics or mming —�'"-- SIIIrnOl.a roll ulnlllo M.r.T 10 10 nCC•IOn 010l IT-9 I,I' I" I Nh G� NOV 1 8 1994 romman Ilnmo n m n,nmrlrk lnn Ill r //. r I •nn�,v"ai�r�arees-.;`o—"n-;iih--�i c�nn--co>—�r zmn 3- T, /'. 1 '"J/, I '7' ,//? >' CONTACT: LDC/C,GUE�NpT�[R pg;� OSTERGAARD-ROBIPISON ,G �IS�'1��IJ2ch:SOJrJ(i-T Itvl lvn cvvgcnnn a trgf vca..+• ;rl�%1/n COLBY AVENUE #1 r es Gebl lnl en __ __— ' ar' EVERETT, WA 9620I Designed caNvly loco ,^, sold we dqa. , nob ,dad•,�u. 759-6445 Checkedr�,.,� I:vnbneky blangrnon ramnnlgl/ Common tq[f 9mee: 3 GRASS LINED BIo--FILTER gr>' Him. Lsmctrfhl U OS)�4 t• Dln Wn llw—o W — figtl-[arml ng mvy[anal,.Ill,-. .p Ot Kes • Checked got „ srr DISp�RyAL 'I"{ZNGH (�MER Up,NCY SPILLWAY) �`�4, !b y; As-built Tnu t�nau, r,re 1nlofy common turd.1-; 4 h1:C5. (ter l ^� O bgncb0 roan can" l as Iona: iio�,iI i�r 'apn COMMUNITY IDEVELOPMENTOMISH YDIVISION 4gntgrn vhnnlgcn,n S�„`rha mi g gr,lnn d,nnnl,t 3 fa��ors�ia%?° APPROVED FOR COLTS FRUC CION (s"'Ill ol4 S/TNAL t't f� BY _ I,F.XPIRES-1]1C�96,.I for RANDOLPH R. SLEIGHT P.E. P.L.S. P/W PermlL N0.— — JOb NO. / q4- 143 PORTION NE 1/4, NE 1/4, SECTION 29, TWP 31N , R 5E, W. M . 2OV2I 28 (JOHNSON TRACTS) SMOKEY b coo POINT ZI C 13 — OIL/WATER SEPARATOR VAULT DETAIL N.r.s. OBSERVATION WELL DETAIL N iz�a sr.N.E. \u SR-531 ~d FINISHED GRADE CB TYPE (TYP.) NS SECTION B—B FLOW '20.0' FINISHED METAL CAP N F Q IN 1 8.0' FLOW GRADE 11�1'I K uj co2 W Y. W 0= } Ifi Z'2 Y 1 m F TOP OF BERM _ T _ - IIII_ SITE _ w¢x U O W O 2 ELEV.- 119.00' II III-. 0 GUN LL U FILTER FABRIC II JI I °°I g _ 8"' PERF, PVC r� °= II_ REFER TO INFILTRATION PIPE, INV.=118.0' - TRENCH DETAIL 100 YR. ,° FINISHED GRADE � �.12" PVC _ - n°I 5 ,� - INV,=118.0' �Y H;. J - `REFER TO INFILTRATION TRENCH DETAIL 8" PERF. PVC PIPE E POND BOT00,� II (A ON °o EMERGENCY OVERFLOW (\ P SPILLWAY ELEV.=118.50 L GRAVEL BORROW6" PERF. PVC PIP 117.00' OExlsrwc cRouND VICINITY MAP AINFILTRATION TRENCH DETAIL w N.T.S. a; N.T.S. 1 METAL FOOT PLATE CLEAN AGGREGATE 1.5"-3" N SECTION A-A ,4cA DEVELOPER INFORMATION 8" PERF. PVC PIPE INV. ELEV.= 118.00' NOTE', AN OBSERVATION WELL SHALL BE INSTALLED FOR FINISHED GRADE EVERY So, OF INFILTRATION TRENCH LENGTH. m I o N AM VFNTURES N TOP OF BERM }+ CA + A N�. ELL WEAVER 0 2' ELEV.=119.00' 0�IS, -Ct]MP DEPTH ASPHALT CORD, CLASS "B" CF C2 C L.NE ® �' 'Z3}_ -COMP DEPTH C.S.T.C. I * XK�;,�J 5 -COMP. DEPTH GRAVEL BORROW(MIN.) V JOULA MT 59803 �� * P-10NL ,406) 728-7210 DO FINISHED GRADE 3 POND BOT. \ 0' -CLEAN AGGREGATE 1.5"-3" , ELEV.=11zoO' \` �-FILTER FABRic PROPERTY INFORMATION w 1� --�--117.0' (TYP) 10' EASEMENT FOR UTILITIES AND SIDEWALK OL v � I' MIN. \ - TAX ACCOUNT#: 1 4828-000-017-0009 TA�ill II I'I II �- N _ 11 EXISTING GROUND / ELEV.=117.00' -- _ -- —+0 A, SMKY. PT. BLVD. @ STA. 274+87,36 = 169TH ST. NE @STA. 0+00.00 `O —J�_ Rk o00 - POWE II I I 4 F } a+oo _$ POI E — 90, LEGEND: k� J�oo 4'09 49'E _ --- �- 8+00 � INFILTRATION TRENCH 1 .. —� _ o UTII E---- � - -_.... '1EXISTING CONTOURS _ 6 loo' oo r-4 I 1,I 1 —�'-- — 26 FINISHED CONTOURS _ ZO CATCH BASIN TYPE 2 .FI POLE I 1 II _.� i _ I — I _ �` 49'E N N SURFACE STORM WATER FLOW 1... 'A- .,r I,.I / T _ _..N$ I� m'. � RETAELEVSPACE 21 80 _ = _n ' I p RETAIL SPACE FF. � �� 8497.00 BF. \ _-. 1 � CATCH BASIN TYPE 1 &OIL/WATER SEPARATOR VAULT I E I v 00- � !zzsD pp Lpp��+ p� yl�pp� - 1 � Ff. ELEV.= N'®F71°!w®tl`pdq TRACT 11 _ _ + I _ UPVESE J'122 50 E'F2�5 I \ (EXEMPT) i�� _ _ I PROPERTY LINE 715275751 X �950 (� ` y �9 _ I I '. , '> �`•• BF.E pgSOC _ ®I "' _ - ® -- 16' - SECTION LINE°• � � I I69CENTER LINEFNISHED FL 0 ELEV.= 122.5 pp ` `125.00' �4-CCT I 238. 0' .. 1 __ j � , 0 _� ,Z. _—I �1/1 --_--�O - 167•_''.. 1 ,L� t,(7y�4 28'O O. AG/�o pv6 0vg, <,,;g/2.o. 7 SECTIO N CORNER MONUMENT "RETAIL SPACE oLOT d 11968.05 SF CF-- INLET/ ELEV.- 122 5 - FINSHED-OCR ^ '. - u m 28 REC1'�2 Jtl- - 0- 9 I F Eo 2 Z 1955 � `� � �I' _ <�� - L � / 121 ✓l- � _ �SFE - _ LOT � � V ( —I C\j COMMUNITY DEVELOPMENT 1 LAND USE p� LL.l 5� ' LOT 3 0 L RETAIL ACCESS POINTS Y tl - 2 5 LOT sPAOR - EX. AG (TYP.) 1 � o J m i _ � I � � INT 1 f 2 1 a FF. 122.50 �I 1 ELEV SHED2FLO R SLOT/ ! 584'09'C v91 �5 5E j9 0 g5�5F / /'1 / / _ s90f J 1 I �� j 66 LL 145.86 I L a p ._O�LEV - - \� I�C 117.00 - � Rath I�IL RT ff?�� LEEWAY _- EMERGENCY OVERFLOW SP % �_ T --- ____._--- POSSIBLE 6 _ —I� / FUTURE ACCESS POINT u TOP OF BERM I 0 GRAPHIC SCALE 1 of 1 ( IN FEET) I inch= 50 it. GENERAL NO IRS: INLET PIPE IE ns a a�zsa - 25-SA e 'h mem _I With Srol TllI IJIS AN Sll I nw]rre.e n OUTLETPIPE - -- - - -_ __ . PRIOR I(7 Y h. P URR ITT ACT lVI"f Y INC LUIrIiJ(: , \GIYI, I21 I 'r U,I II.n,o rl:ro•d nrl a,�, zerrr sae zs - w se,n�n,v^' -- 7 -- Q. J 100 Gallon Capacity - I In(DING IW ORAUINIL"I III tilll'.('LG,1 RING 14 VI PIS AS SUrn'ry np Ilh'I! p ,I _ J I'I\VS cI!;\!I I?I: I.!)!':\Ifil \vrl I"IIIf1 II!I.`:I IIII.!, H1 I!I l�q,tll;('I ,. I' i... --.-_-. -- - --_- _ ___._- - _ _- 11; ' - .. e ..i P. I\I Rf.RI �(IN.FR l'iII.PI!()II(..1.SUR4 PYUI!()R IN(,INr.I.R SN,\t, ^ _ v I' '!IUVi NIIAIRLR ARP,US IFROAAIlU-RORINSON�.ASSOCIATES. ' ,.. o r -_ _ ----_ - - - „ E L LINTtiv I 1 IV III 'I.\1:.!/,I'r.!I:\tell l'Rrll �I C T' °r - ' —T IIIIII - — — 1 T 1]2N0 ... ` It I I,�t'IhIIR\21.2I)..I'I)1\RLI rI IL.JP R}1'11IF l' ]"o!a./ _ z \ A r v 1. a NaNH�)Rm<,IRr(:R,vnI snv Ilr.Lsl - o�I aela::,ere rr� fr ':lk/ti, 4 SMOKEY � I � PO I N� 0 1� ('.I I:':( TII' I Rr)IP.("I FNCINJ I-Ir r;A11E AND PHONE / � I Flr..v om er I lit"IRF;R \12P.I)AVID O.OSI FRGAARU,P L I's': 9-6 145 .u._..�.. � ��' J -__I __ -__ -____- _ ___.____ _ - a5c gl• (� „ J ,. for 0 1._ c.,s __ w,. ,� • - to � F W t 3. ALL GRADING SIIAL-LCOMPi YIOCFIAP"FER 37 OF TOP UNIFORM BUILDING -- -- PLAN VIEW -- " v"" r,,,©;.,rr ^ Irro"s� _ PLAN e ^ ^. 'I. w K 4! VIEW r �r..._ TITLE 17, AND"FPIIE 24 OF TOP SNOHOMISH COUNTY CODE. (CURRENI EDI I ION) y, 1'-5�h B" 110h -,.-- 125 � '-� T27 SECTION AA �exlsn,A oeq/care D.C.= DUAL GF-I MBER OIL�WATERSEPARA�OfR — W� 3f arr<H(wsner)<��',eEcr�/4 '-. - / D,eglrV AC A)O, CF3 Iq - ILI IIM,rI� r 6lem. CAI V117 , - SCALE:1W:_1,.0,: LUcc r�IRLF SIrJEP -!-oP a raP a ZO 9 :{ - �.5:/ IN✓//0,so /Nv113.5o s� 273 54 FT Ax FIc,FIT= # � /r 7Fc 4SI-C7 SEPARA7� PF_R1✓11-1-- _L. ..J Gl3 I I INV 113.2� -row I ry.5an� 70P II'.5o INS 113.85 / re LInIEo Y \\ rlorl lFB. DC IFJV II%1.5o -/—_D"71m 4eI II. i0/- OIL/ %f5n / .7oyAlSo/JPROPE2T/fS,Z/JG, - 482.R rA /Cr_.00CX:,_ 1, .:/D'.../�••�e.C'f.Pl/>e:9n2s �rgE2ENc(OfI L.l.41,4v rrr ' 7,..T1 _ SI rMYOrl'$ ,'v�I _i..PISPfK FRFNGN h05Wn�E �-`---_ � 8910.21� _ q c E��.zo -� d:e� I Z�� CIf�DSING - --- D.S. 4 6"]ecYI�O.!A/N - '. -�Yr _ CFl"#20 � % - •e,so � 1� � k> lz SG / - u� w "�m -" WARP ASPHALT To MEET SIDFW qLK @o. o'e 's/o,i .enr zr r�;r.• , J LL �O. �II-(GRPNT - I1W,THRESFbLD MAX I'v I IZ SLoPF_ MAX FIRS NYORµN f �0 / l � /'� U /.VV/,0 50 c o, �M.l* F- - - ArJD ACL H.G.PPF,K IF"Cg)FLA'Fs. A -J ( _ -_) r' W �c I -bc. I A _]CALF: 1 = 2000 0 µ e APn' r opos6D eR�7a�a� eK/NCa lf�F/f I ) I w� ll -DC 6 3 X. 2o'wgT�KLN I ul „ ? Ii { I n I,I, Iz�e� �o - �— z3/os-/-on nr't '' �Plo - - " / m rlf '°- - - E �' \ - I It/CYCL6 MWN6 -� _ �JE15fRVAtIC �' f eU i. • a Fo.. -.ap117 50I I __ N I !wELc.(TYF� -. I r I p W al t�l I o PLArJ�`4, a A� IfLI 113 C0 f � I � - I__ J),. /O19-bq6'Z � 7 I / T / - _ I -._ _ N !,1>.i: I HENRY IQ,57AMPF 3 2 F-J U tb � t _ _-.--. s fit 7o'�/z„ N 5P,eIE!�-v N - - - �- ��6. r 50 �} sn//lcAv p % / �9� / ,4Y mile o. �I� �o.; ca II. z� s V , TP- n - -- - p Z Top I Ire.50 - .. "- - InIJ 112.5p C_P� 4 7rE_!T `�.__- ------ 8 __- ,«_ �,; - F i :9 - _ _ _. '.GS$13 frPE -PIrL( (INI{f# ,Tor- i) - o --v --Tor117,50 IIB 0 ENV rill, W v) .:..,.�,IN'll�. -- --I�----- --- - -- 50-c�snrm0, 07._ _ - - //�� _ _� I>' �9w'� I ICI. II G S_ _ � INV 113.85 �- _o. I �._.__ • _ _�__ �� I�I,it I r{ � L. _7C, o a 0„ 1� o ✓ rt�� rn 8-- - �� r - N t34 4 OPLENA �P roclN 5TP, -- Srr. 1.71oY ' I .� -'lo'o.LP. c�'Lbo°a w. / - 9- F"�-I�'n5'>% .,.; -T� ---.. L♦< 2o'NnTFQI�OG �FbiG.W/2 P�LOLJ GE ,LIE ESI? , rj - -- - r v'f I �z,s 7 "sYz ut' ,j::, .. EO.So . (011 A w Z - I /� / F/,,. ,, � � ><� _x R-x_ ^"��`_ 2T 9-'4 >•� ��p/°�� ,r.,. J' -�- -e� CY3#7 r _ -- 10 n hJ�YVRJRI� rER � I ,G r. 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F GP 1N\/ IQ-.'�JS -- I�l L-I/OIL/IJ 4'ffR SEPARn1oR l�l G'l l.�l�l EP=::��., n IrJV.112.50 -. ,eArK r�� W/olt/t,lA-(ER '6PAR.AtoR (� w ) a 111.30 w Tln FaYVRANT W/svrclrJKLSR r r 1 �oM�cflorJ rop H�,9 ST n.r)D/�Zra., FR npe.P-�1 VJDIct\TFK VALE NI FIRE H'(FAR4l / Ilh. 8 INV Ihj.85 IN ...1.5 1 ,-.8`I I roNnlP TI 1 >�Q r fT(�MA"P v!�E 5T9. __ 40 r_XtIlf I(n'h_LL INS , )fE O r " P'PIT�I /Tti TF' 9 ,1r.FIT F.CFLfr71',06 �ArE_�A�G�fEE�- IvpFINC., II cnnvar. o _nr.c llprrs �r COPISIPUC iIC fl /I IFLiII FI 293/05 (-&P,,-'X9 JURIBpISTS QJS SNOHOMISH COU14TY rr i_ III¢IAI I 'nll II IICIl01I I IIIRAIJCF. 5MOKEY Po//JT SALES�SEKV/Cf. y - PRUJ (a'-�84DRkQq SMOKF.Y FOINT BOULEVARD rr II_ .L_ SGI✓,.LE I -40 7_ RISI ALI SIY P FENCING ]Z'EGBor21 - W DA.TUM N.U.V.p.-2q MSL 3. r,r,IRUrI TFHroRAR•r 511.r rnMrS. ) TAX..ACCOUNT NO 2 9 7 105-1-017-000 4 IA_ -\ 4. I IFFr I CTnRit pIIFIorF To CII_I rnrlDS. r IIFOAn OGe'giF7I0N \ _-_..._. 2 h,F.1/4 SF;I/A IIFt/I I:Y FI,Y (`F FT til`Y t,Fnn F0T ALL TII PT11 O JeIIM N nFi,l CFI/� trl/A rn[ C'll IIF.r„It .I, rl!n t'll ...I.,I "I,II:^. II LII 00 SOB 30.02FT ,., ..,... IC'JE S. LO WOT RF DIRECT EX. DI iCN 10 v In I.' c TFu , ,1 n. m , LEG-tENp _ 5 1 I IP11SI NFW GRASS LRILI, I` �_-. ._�-.___- _ II IY nl la LYI❑0 CO RD 21 ]5FT TR O PIA,TO II 1,11 OF v l.r ,r,n„•.�,. ..e ,1 FI „C IItI III GRASS LIt IFD Sun,lFS IIAVF F?FFN WELL ESTABII51-IEU. i nrl + 1 et,a sll me z�za,rsF'r Tn a i To rr bu so co nu J12 J6F1"1'O Inr e i GNAMPJE(L OIL/I�IAI�ER yEPAR,p;T�• _..I..li� � . , 1 yilil 1 1'1 •:I,1 r.1/d ".r;t/A IIFl7A 'I'll E ALO So 11 LIl 704.75FT 7'O TPB 6 LF,55 RUS o.W. OP�<iEP.dF'"1'IOhI WELL 5. !rC!HOB c1LT rOrlpS r,UI IU'; OPISTRUC110PI AIID MAIPITAIN I!NTII_ r' m'1 a rI R.S. I7o1-.INSPoIJ Fr'Slntl POIFil IAl_ IIAe PASSED_ r T OIL�InIA SEp� i:�TJIZ_ AV WLIGAN'X, sNOKEY POINT PROPERTIES - Ix !.. c.0,, GLEb:W,1,IT 7- CI FAR ANU 6I.„nF U 215 SFIOKEY POINT DRIVE _\ 2. a �,. r •r , /"- r T�Il- ARLINGTON, WA 9822) J IfISTAl-1- IJIIIIIIE r-l.t:�� IL 9gNTA4T_ GARY PARKINSON, ARCHITECTS Ih flT'I - 0 it X? tn: Eo -Lai �,r - �J)• a� A oD t?Iz - �� OI NI�f t_�(Rq-(IONIC 2812 COLNY AVENUE �\,� ...�. "•.I i^, !lam^,,.I,. ,l i„ �, 7 - t-IIP_IA2E4�UA �d "/ EVERETT, VIA 99201 (y 7 �..0 !\Nb C.OrJ�-+'(2 �-, _ lL _ �r r 157 30' E5Mr 3o'ESMT �y = (zoe z5z-z 'U UTILITY !�..� A728TR I_CTB l2'CANE /L CE k 7tlfN /Z'CANE LavEl �0.5 yI I P 1 lq , - ,.I _ I 50' Ln�yoSr.APf ]A,I IrR, r ^ P SNQHOMIS CU P.U.D O II "UNT'Y (� C _ ' .� hFa..r, 5 L no InJ CtJRPJ EX.PAVEMEN �EX/5'f7AIC7 �5/DfN AY i1 SFW F, jr F E' I R: CIrY OF MARYSVILLE /'AvF�ENT "'Tp••• ll , 9F I�IIPARA7PE93i HOVFMBFR 1 1 e , r.:,r„ r,•l ,"lr �rl I •,;' ' � ° '"' � I � +�.5 __ -_-_�-'- --- SAN/C4f EX.EOGf _ _. -.. _ ('t Of ASPHAILT TYP. \ ATF p 0 004 ,,]7/"+'1s EK.GRo[1NC1 --__ �„ SBC rlrncr JAN20 `a -. .- /It„Lr..u;.0 "�' , I _1ED ENT _- AS OCIA f / r I,i !. ,II I`;r M' 6 0 ;c - �N F C IF . I 4YP1II IF H SERV, G Fh 058G PVT RF I I, WA 99zUi - _r Ir srr UFra]c. / 259-844r U - - r:..,,., " 6RAS, LINED BIO-FILTER 25 MIN. L.S" r�l G z ''k FpcFR.t-N r..r „ �,r DISP6FZyAL T2E.NcN Er-iEtzG�Nc � SPILL-I+IAY) M GRAVEL BASE 1'f `a Y 1/ rI=G�. PF�.ML�nIEN ) MAYBE zE4o � �At ,As L- SITE I � VIII'IIn611 r;1r COUNTY SE CT ON -A Jl I r DF nrO[j r DFJs!ou s• .,., 1 r .,1.,,. "�'/ e _ /'„/47r./'.� n Pf C1V�I�1/�(f CON IILI IC IIl)p.� CI,., of ---- --- NTS CA]F'rli lI �/, fv RY S'�p, O+c�T"O 5T'A 61+45 FBI lfi/94 for RAHOPIPIT R. SLEINJII F.F. P I S. R/W r,,r111It fit) r JIT rJ�� - ll - Ids l E I m ! I•.n Oft. r. let 17IN0 IN ON SMOKEY • POINT e e � ^.N.�.. i z M ° -- -p-- Ln w' c � a a �I,aMITa� x CI Cn4II cPl#12 '— -_ F W/OIL/WATERSEA1t?ATOR W/OIL/WATt;R SEFA710 p '(OP 117.so "(op 117.50 INr! tNV. 0 0 0 _ S IM�ON'S ti 0 M �_ mxwr _E 055FN 4 -? _ a F� C 3 Mill SEPERAtoR 7F 6.50 I IN9A ` A� �.�/„ i I/ V1 I ATY - MAP � z � N p�-te I CIF�44 —� -_ _ FF 119.50 Gv 111.50 I z S-FERA4oR _ I So PERAS !!_pp I ...— I� DE I • .1 .w:tY e /WAfer, 1 - 1 T� 3 Lj D�{1 RG I _ I " 1 \aa tiD 5 D I 0 h / E n CJ N I _. tom. I ( O b �o Lv - - ,— CB#( j riGAl,� III-40L-- - - — --. ._ - - - - -- -- ---- --� _ W/01 I.1WA4EK SEPARATOR '(OPIIfe.50 i/JIB/W A'(ER^atPARqcoR, W/Olt./Wg1ER SEPARATOR luv. 1�F1,-,.op IOPll1.�xp CP�$8 — �y�9 Ce,*14 Cb#IZ CF!,-A J(. J W/OIL II.1ATEft SEPAgA'(OF NO1�-rN W/OIL/WATER SEPAKkr W OIL./WATER SEPARATO -f09 IIT.SO W/OIL/WATER GCpARn10R oK R W/OIL/I„I A-(ER SEPARATOR I Nv, - qov II'i.5o ToP halo -(0v 117.90 4ov.I IT.so / N,/. INV INS INV. / C_RA_55-LINE05_W_A_LE NOTE9 ConetrucNov: CONSTRUCTION SCHEDULE: I. IT Pesal .di ert 1-11 lrom awal-a 11:agaxaaP„mrstamish.a. 1. INSTALL CONSTRUCTION ENTRANCE. z. le alverele„Is e�yraaea,- "aaa ar as w¢n a amxame 2. INSTALL SILT FENCING. LEGAL DESCRIPTION emalon wntrn,a p e 3. CONSTRUCT TEMPORARY SILT PONDS. 3 re h at r ss a�a namna�aearua 1. s aea I .eeeaea;a„a ereP`hg 4. DIRECT STORM RUNOFF TO SILT PONDS. , 1. a DO r P 5. CONSTRUCT NEW GRASS LINED DITCHES. NOT REDIRECT EX. DITCH (oIIMIN�' e `e° at,�9�r..a �mmpamon orcars,Nu - FLOWS UN IR DRASS LINK? SA'ALES HAVE BEEN WELL ESTABLISHED. — G. MONITOR SILT O DLRITJ.. ^ONSTRUCTION AND MAINTAIN UNTIL a Porg an.l re Planoeem gra .la d P.r.. m,r EROSION PO F 'Al_ HAS PASSED. top t g nd poNptant upta -1, niow a am„ga Pr r , -r se,,,a max�e 0 1 I_/VJ,&TfiKSE1�A.2ATt� elwl.,,ter.- °e��a„gwater � 7. CLEAR AND CPu;F. x 11 I'll ,>• l a - r°°° S. INSTALL UTILI IIES. T.S. ll,ea t 1 sat tl a l owing �- / NOTE:I7UKINCr CONS"(RUC�ON CbN�(RA<-'FOR GHALL 3. Rem t n a E at / � i� A�olp nIZCLIRP�AI�ICE Am,CoNvC2ue.-fioN Aa-TAMES - IN rOE Arc>:A OG T.tE Rzou sEn I N rst I_?RA-(ION ,`\ WIPE AREA. U), 9 BePP I dl e [ relui tea a ntrodutln9 f� Y-r Channel Grade O"/. � ( f r I i d-t— /A/$lahlixed$TANG SA5 �'OWNE � PP NT V,R A LICA i f n x 6 9 If dnr - - L i' a UMismmed omiel E•fooWN QJKP7 a r , � a MIN. NOV 18 rti:,11 t� i I I I 1 pment E,.aes�s.l+<Y su p„ on r.0 ,vrT sot r n ,.,nt_r,n n=lal I rmm � it Pme NI-VFF 3l CONTACT: OSTER ROBIN SON h ASSOCIATES, INC. COLBY Itauam nearas _ i/n _ COLEY AVENUE #t Desi ned 3s EVERETT, WA 98201 9 oii:i,eao�eT 259-6445 Checked a not �entn kr h,n,ra, pc ntal/ gra,: CoRA5S LINETJ SIO-FILE E{Z 22' MIN. LEr1caT+i °ot�S yFSG, °iecie N— Sod 4, /1, - D15PERy►aL TRENG E- H � b'VERG�NC\' SPiLLI.JAti') A � cA� As-built Tau xea�ae rmma„lat/ cPm n I a _ SNO'GM I ISII COUNTY _bvnc1j`"" a F COMMUNITY DEVELOPMENT DIVISION a 1 aA A 17174 �� a�° '°` APPROVED FOR CONSTRUCTION sr, /of 0$TL ns[ern .at9,sn Pere[a rmin tolcrn Ir r,,t J v„J.P ��` ' a s / NA6 BY I EXPIRE$ 1/lU/95 ror RANDOLPH R. SLEIGHT P.E. P.L.S. R/W Permit N0. Job No 94— 14 3