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Home My WebLink About18513 59TH AVE NE_920696_2026 C,�,Lsa IV --tom �AP' �yYL w jZ Permit No. City of Ar' gton � NOTICE and Inspection Report Date Called , Address 1 ` " ( ;� til Time Called Contractor/Owner By Requested b� ll-C TYPE OF • ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping ❑ Footing ❑ Framing ❑ Woodstove ❑ Foundation ❑ Drywall Nailing ❑ Final ❑ Concrete Slab ; Rough-In Plumbing ❑ Reinspection ❑ Shear Wall ❑ Furnace ❑ Other APPROVAL ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. >:�Work listed below has been inspected and approved. ❑ CALL 435-0724 FOR REINSPECTION-24 hour notice required. Inspector Date Permit No. City of ArP xgton NOTICE and Inspection Report Date Called Address Time Called /l d Contractor/Owner ,L BY Requested by _ TYPE OF • REOUESTED ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping ❑ Footing ❑ Framing ❑ Woodstove ❑ Foundation ❑ Drywall Nailing Final ❑ Concrete Slab ❑ Rough-In Plumbing ❑ Reinspection ❑ Shear Wall ❑ Furnace ❑ Other ❑ APPROVAL CORRECTION REQUIRED orrections listed below MUST BE MADE before work can be approved. ❑ Work listed below has been inspected and approved. CALL 435-0724 FOR REINSPECTION-24 hour notice required. J U zev Inspector ___ Date Permit No. 0e City of Arb gton µ NOTICE and Inspection Report QQ Date Called �C127 Address /7�'� � /I7�� 47V Time Called Contractor/Owner By Requested by TYPE OF • REQUESTED/ ❑ Setback ❑ Reroof Z r_ Insulation pw ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping ❑ Footing ❑ Framing ❑ Woodstove ❑ Foundation ❑ Drywall Nailing ❑ Final ❑ Concrete Slab ❑ Rough-In Plumbing ❑ Reinspection ❑ Shear Wall ❑ Furnace ❑ Other ,APPROVAL ❑ CORRECTION REQUIRED Corrections listed below MUST BE MADE before work can be approved. 12 Work listed below has been inspected and approved. ❑ CALL 435-0724 FOR REINSPECTION-24 hour notice required. Inspector Date A R C H I T E C T S RQSS& Mc Clure LETTER OF TRANSMITTAL To //t7Y of A-ryuN&Tz>t4 - Ivsrdc r- Date At- 3 .9y Job No. 1703-B 1;32� N. ol�mp(t' Attention Dave, ProJep-,,om wYlfg�k l Wa. IbU-3 Re: Ar mctm Colmwow-b_4 Your pe-hrd We are sending you Attached ( ) Under separate cover via Copies Date Description Sat- 4-I -q ti 5 fru�lu✓2-� C2-(cu 1 a�'io These are transmitted ( ) For Approval / For your use ( )As requested ( ) For review and comment ( ) Resubmit ( )Approved as submitted ( ) Approved as noted ( ) Returned for corrections ( ) Other Remarks: Copies to Signed , - 1223 Commercial Street Bellingham,Washington 98225 (206)676-7733 Fax(206)738-0448 zi , lj - - , T a waJOL9 I I a..t V�- I Lao ME: . le I I M LM Y -M to u -LLI% J&- �nh wo 1 �rrn� 1—m�n�l t -�1- I�� . ` I 1"nrrrrrl� t�IR791* I I l . I 7 H ct, CD. � Q %I 0 M\ � k r ki k \ R0 w 0 � , m � � § z � § 2 § Rk % -n 3 j �% g R £ e 0 - c ƒ �k j o ( § / � � / C--4 2 � » 0 ' o q ƒ V CO Err E w � Q _ - a g § z $ ■ � q / 7 7 m Z0 CD @ ■ _ c o In (� Co9 no F) m , | N r > % § R Q % G) 2 g � m � M Z � § q m rt. CD ® 2 D . | p 2 I / o ■ 0 O 1i z ƒ / 2 ) c | @ Q 2 / \ 7 n mn | ! OL g - 0 0 | � 7 O 0 Cl) 0) ¢ &| D / k � 0) o m |c O CD 2 2 U 0 - ! » / f / p - \ �� ' S 3 m | i 7 B | 2 > E 7 r . d W/ k E E z § a o O O ? \ � CD U M. $ � / Rq CD 0 n \ / 2 > -< — ¥ FA m 22 E :3 0 . | � w � � I J ~' ~^ .... .�, . • ` f �I City of Arlington Build ng Permit File Checklist Company NameA�L J%— �� Pl Owner's Name—C4-1- Jo Address7� N er uir Original Permit Application - Date Received 0 j— Original Construction Permit Copy - Date issued ✓ Legal Description - �_ on file N/A Plans Requirement Checklist - Completed N/A Planning and Zoning Review - _j� Completed N/A Energy Calculations - WSEC bl NWEC N/A On File Field Inspection Record - Job card issued Site Plan - On File V" N/A Copy of Plans - On File �_ Hanging See Locator N/A Destroyed Storage _ Health Department Approval - N/A _-%Z On File W-" S.E.P.A. Checklist - Exempt N/A On File ✓ Utilities Information Questionaire & Application - N/A On File Existing Adequate Fire Department Approval - N/A Comments on File Verbal Approval By Date Time Airport Commission Approval - N/A On File Engineering Approval - N/A Storm Drainage Verbal Approval By Date Time Contractors Registration # Status N/A Expiration Date ✓ Structural Calculations - N/A On File 1 "' Soils Data - Assumed stable soil_ On File N/A Certificate of Occupancy - N/A _ Date Issued e i4 j 9 -� 4� v J �� f �~� 1 `1 of 1 Ci ty of ARLINGTON DEPARTMENT OF PUBLIC WORKS PLANNING AND ZONING REVIEW ALLOWABLE LOT COVERAGE Exempt Checklist E.I.S. Required ALLOWED: (E) Shoreline Management: SHOWN: Permit Required: Yes No /�_ MORE/LESS Date of required Permit APPROVED (3) Subject to Variance: NOT APPROVED Yes No_� (4) Subject to contract Rezone: It Yes No_g�- (5) Subject to Plat or short Plat Conditions: Yes No (6) Location on legally separated lot: Yes No 1 (7) Subject to State or Local Flood Zone Permit: Requirements: Yes No�_ (8) Zoning Compliance: A. Zone Classification_ B. Permitted Use: Yes_L-,"- No ' C. If no, extention of non-conforming use: D. Minimum lot size required: Shown: E. Yard Requirements: Required Shown 1. Front 2 . Side 3 . Rear F. Height limitations, Maximum ,t� G. Screening Requirement: Yes_ No H. Landscaping and Plan required: Yes No I. Parking: 1. Off-street parking Reqm ired: Yes ✓ No 2. Plan provided: Yes ✓ No 3 . Adequate pa ing provided: Yes ✓ No REVIEWED BY: DATE: ;, i i i , .j �t ..� �'11�.'w i .,�� . -•.. -,. ��::'�'; r -� ,, ., ' � .; x �,,, City of Arlington Building Department DETERMINATION OF S E P A CATEGORICAL EXEMPTION ACTION OR APPLICATION TITLE: BRIEF DESCRIPTION OF ACTION: CODE REFERENCE ALLOWING ON: w.a.c. 197 - 11 - goo PERSON K I 4ERMINATION: DATE Ai ENGINEERING & STORM DRAINAGE PERMIT # DATE: NAME: - lima ADDRESS: TYPE OF BUILDING: PLEASE NOTE ALL NECESSARY CORRECTIONS OR REQUIREMENTS ON SITE PLAN IN RED. APPROVED\YES DENIED\NO STORM DRAINAGE DRAWINGS STORM DRAINAGE CALCS ROW REQUIRED AMOUNT REQUIRED: EASEMENT REQUIRED AMOUNT REQUIRED: CURB GUTTER SIDEWALK PAVING TRAFFIC MITIGATION FEES TOTAL ADT x $50: AMOUNT OF MITIGATION FEE: CITY ENGINEER: DATE: r•� t `\ C f} + 1 City of Arlington UTILITIES DEPARTMENT CHECKLIST PERMIT if �q�o DATE _. ACCOUNT # NAME: ADDRESS: 1�5�'3 C�2? _ BUILDING USE: _ j„( # OF BUILDING UNITS• PLEASE NOT$ ALL NECESSARY CORRECTIONS OR REQUIREMENTS ON SITE PLAN IN RED. BLDG WATER WATER METER REQUIRED: yc-5 SIZE DEPT DEPT SEWER REQUIRED: YES - NO HEALTH DEPT APPROVAL: YES NO SIDE SEWER PERMIT REQUIRED: YES NO TOTAL DESIGN UNITS REQUIRED: ,„" GARBAGE CONTAINER PAD: YES NO SPRINKLER SYSTEM: YES ��.C�/, NO HYDRANT REQUIRED: YES ✓ NO LOCATION: iff PE= CURB: YES ✓ NO GUTTER: YES ✓ NO SIDE WALK: YES ✓ NO PAVING: YES ✓ NO STORM DRAINAGE: YES ✓i NO CROSS-CONNECTION CONTROL (DON SMITH) : YES ✓_ NO BACKWATER VALVE (BRUCE SCHLAGEL) : YES _ NO SPECIAL DISCHARGE INTO WWTP (PERMIT REQUIRED) :_ N/A COMMENTS OR SPECIAL PROVISIONS: UTILITIES SUPERVISOR: � DATE 4 Jr. City or Arlington r FIRE DEPARTMENT CHECKLIST v PERMIT 1( DATE N NAME: /A ADDRESS l ZS S/ �'9�Z. Al.if ' BUILDING USE UI� OCCUPANCY CLASSIFICATION TYPE OF CONSTRUCTION I II III IV V F.R. F.R. ONE-HOUR N ONE-HOUR N H.T ONE-HO N PLEASE NOTE ALL NECESSARY CORRECTIONS OR RE II REMENTS ON SITE PLAN IN RED. SITE PLAN: APPROVED_,_ DENIED ACCESS REQUIREMENTS: FIRE LANE REQUIRED: YESes �y, S•T� �i' NO SPRINKLER SYSTEM REQUIRED: YES NO HYDRANT REQUIRED: YES 4—_ ' NO # OF HYDRANT'S REQUIRED 2- LOCATION OF HYDRANTS Teto FIRE FLOW REQUIREMENT• ALARM SYSTEM REQUIRED: YES NO KNOX BOX REQUIRED: YES NO LOCATION• FIRE EXTINGUISHERS REQUIRED: YES_ NO LOCATION• ADDRESS LOCATION ON BUILDING: LETTER SIZE• FIRE CHIER_: (' DATE. rl� T LO r M cn (� I ' z l " I �C u o co ,� 1 N � p21 t�i. Z 1 mw � 1 LO u �J� A"'�' ,� I I 1 Required Fire Flow for V-1 hr. Construction =1400 gpm Required Fire Flow for V-H Construction =2000 gpm Total Required Fire Flow for Bldg. =3400 gpm rJ.. is i6ti OLSw i _m-,, r -u 9 ulo.t 31 — -,a ] 7 4107 VWJ II 4'aA II " 144 U�.+F. l— r a A it el—m.J-rrrr— H 6 1 -TA t I F t 4 WN I OM I U*WX' REQUIRED FIRE FLOW FOR Ai,* ,igton Community Youth Center 1 _PERMIT # 696 A. DETERMINE THE TYPE OF CONSTRUCTION 1. Wood Frame (C=1. 5) 2. Ordinary (C=1. 0) V-1 hr. 3. Noncombustible (C=O. B) 4. Fire Resistive (C=0. 6) B. DETERMINE THE GROUND FLOOR AREA 10,478 C. DETERMINE THE HEIGHT IN STORIES D. DETERMINE REQUIRED FIRE FLOW TO THE NEAREST 250 gpm (USE TABLE) 1,750 GPM E. DETERMINE THE CREDIT OR SURCHARGE, IF ANY, FOR TYPE OF OCCUPANCY. CREDIT (SUBTRACT) 20%= 350 SURCHARGE (ADD) 0 TOTAL 1400 k. DETERMINE CREDIT IF ANY FOR CREDIT (SUBTRACT) 0 AUTOMATIC SPRINKLER PROTECTION. DO NOT ROUND OFF. TOTAL 0 G. DETERMINE THE TOTAL SURCHARGE SURCHARGE (ADD) 0 FOR EXPOSURES. 0 DO NOT ROUND OFF. TOTAL ROUND OFF THE FINAL ANSWER TO THE NEAREST 250 gpm IF LESS Y THAN 2500 gpm AND TO THE NEAREST 500 gpm IF GREATER THAN 2500 gpm. TOTAL 1400 *EXPOSURES 1 ) NORTH ADD 0 X 2) SOUTH 0 X 3) EAST 0 X 4) WEST 0 X TOTAL 0 X COMPLETED , r2 I TLE__Chief DATE 8/6/91 REQUIRED FIRE FLOW FOR iiigton Community Youth Center PERMIT N 696 A. DETERMINE THE TYPE OF CONSTRUCTION 1 1. Wood Frame (C=1 . 5) V_N 2. Ordinary (C=1. 0) 3. Noncombustible (C=0. 8) 4. Fire Resistive (C=0. 6) B. DETERMINE THE GROUND FLOOR AREA 8848 C. DETERMINE THE HEIGHT IN STORIES D. DETERMINE REQUIRED FIRE FLOW TO THE NEAREST 250 gpm (USE TABLE) _2.j{�(� GPM E. DETERMINE THE CREDIT OR SURCHARGE, IF ANY, FOR TYPE OF OCCUPANCY. { CREDIT (SUBTRACT) 20% = 500 SURCHARGE (ADD) 0 TOTAL 2000 �. DETERMINE CREDIT IF ANY FOR CREDIT (SUBTRACT) 0 AUTOMATIC SPRINKLER PROTECTION. DO NOT ROUND OFF. TOTAL 0 G. DETERMINE THE TOTAL SURCHARGE SURCHARGE (ADD) 0 FOR EXPOSURES. DO NOT ROUND OFF. TOTAL 2000 ROUND OFF THE FINAL ANSWER TO THE NEAREST 250 gpm 1F LESS THAN 2500 gpm AND TO THE NEAREST 500 gpm IF GREATER THAN 2500 gpm. TOTAL 2000 *EXPOSURES 1 ) NORTH ADD 0 X 2) SOUTH 0 X 3) EAST 0 X 4) WEST — -- x TOTAL 0 X COMPLETED' � T I TLE_ Chief DATE 8/6/91 i ADDENDUM NO. 1 April 10, 1992 TO: Prospective Bidders FROM: Ross & McClure Architects 1223 Commercial Street Bellingham,WA 98225 RE: Arlington Community Youth Center - Rebid Snohomish County Boys and Girls Club Project No. 9043-B This addendum forms a part of the Contract Documents and modifies the original Bidding Documents dated 4/2/92 as noted below. Acknowledge receipt of this Addendum in the space provided on the Bid Form. Failure to do so may subject•the Bidder to disqualification. CHANGES TO BIDDING REQUIREMENTS 1. Section 00300 Bid Forms. Subcontractors listed on Bid Form are binding, although with written permission and approval by Owner/HUD, the requested Sub may be substituted. CHANGES TO SPECIFICATIONS: 1. Section 01310, Progress Schedules. 1.01(B). Bar graph schedule acceptable. 2. Section 01500, Construction Facilities and Temporary Controls. 1.02 Temporary Utilities. Add number 8 to read: 8. Temporary Electric Service: Provide all meters for electric light and power equipment and wiring that is necessary to perform the work and remove same upon completion of the work. Distribution of power to the job areas for use by all trades is the responsibility of the Contractor. Contractor to pay for all consumption charges during course of this Contract. Page 1 4 l v 3. Section 01500, 1.04. Barriers and Enclosures. Construction Facilities and Temporary Controls. Add "B" to read as follows: B. Provide and maintain temporary 6' high, self supportive chain link fence with appropriate gates as needed. No barbwire permitted. 4. Section 01600, Materials and Equipment 1.02. Product Options and Substitutions. Add C.7 to read: 7. In no instance shall any materials containing asbestos be substituted or used in this project. 5. Section 02200, Earthwork 3.01. Performance. Change "B" to read: the bearing capacity minimum depth of 1'-8" in lieu of 1'-6". 6. Section 02200, Earthwork 3.01. Performance. K. Grading. Change number 1 to read: - 1. "Grade planting and grass areas to 4" below finish grade..." 7. Section 03200 Concrete Reinforcement. Add subsection 1.03 Special Inspection to read: A. Special Inspection: Inspection of CMU placing, grout space, grouting, reinforcing, per UBC 306 a) 7.; make prism tests. Test performed by the testing laboratory of Owner's choice. 8. Section 03300, 3 Cast-in-Place Concrete. .02 (D). Tolerances. Add Gymnasium resilient wood flooring to number 2. 1/8" in 10'. 9. Section 04220, Concrete Unit Masonry 2.01. Materials. Add to subparagraph A.I. Standard Block 8 x 6 x 16 inch nominal size. 10. Section 04220, Concrete Unit Masonry 2.01 (E) 3. Expansion Joints: Add the following: Provide expansion joint material. Dur-O-Wal, Rapid Expansion Joint, size as-required per CMU thickness. At 2 hour wall, expansion joints to receive joint material with approved fire rating per Building Official requirements. 11. Section 04220, Concrete Unit Masonry 3.01. Installation, "C".3. Instead of raking or striking, all joints to be concave. Page 2 V A 1 1 d 12. Section 05210, Steel Joists. 2.02 (D). Ceiling Extensions. Delete in it's entirety. 13. Section 05300, Metal Decking. 1.04 (B). Delete reference that metal decking is welded. Fastening is by screws as noted in Structural Notes, Appendix II. 14. Section 06100, Rough Carpentry. 2.01 (B). Blocking and Bridging to be Douglas Fir #2 and better. 2.01 (A). Sills. Douglas Fir #2 and better acceptable. 15. Section 07600, Flashing and Sheet Metal. 2.01 (H). Attic Vents: Delete specification entirely. Replace with Roof Vents> 3.5 sq. ft. net free area each. Provide 6 with curb. 16. Section 08700, Hardware. 2.01 (A) 6. Exit Devices. Delete "Monarch"; add "Van Duprin". 2.01 (A) 7. Thresholds and Weatherstrip. Add Pemko. 2.02 (B). Lockset and Latchsets. All exterior and gymnasium doors to have Grade D series commercial. All others A series commercial. 2.02 (C). Closers. Add that all closers parallel arm. 17. Section 09200, Lath and Plaster. 2.01 (B). Add number 7. Edge Beads. 18. Section 09250, Gypsum Board. 2.01 (B)2. Type WR at all toilet room walls. Ceilings Type X. 19. Section 09300, Tile. 2.01. Materials. Change items A and B to read: A. Floor Tile: Anti-slip shower floor tile to unglazed porcelain ceramic mosaic tile, 2 inch by 2 inch, with 7-1/2" percent abrasive grain content. American Olean, Olympia,U.S. Ceramic or approved. B. Quarry Tile: Anti-slip floor tile at Handicap Toilet rooms to be unglazed quarry tile, 6 inch by 6 inch. American Olean Textured Quarry Naturals, Metropolitan Ironrock, or approved. Page 3 G A s' 20. Section 09680, Carpet. 2.01 (A). Change pile weight to 26 oz. 21. Section 09900, Painting, 2.03 (B), 3. Provide 2 coats block filler for concrete masonry units. 22. Section 10165, Compartments. 2.01 (A) and 2.02 (A). Plastic Lam. Toilet. Delete reference to shower compartments. 23. Section 10400, Identifying devices. 2.01 (B). Interiors signs. Locations include: Door Room signs; Office,Arts &Crafts, Gymnasium, Girls Locker Rm. & Boys Locker Rm. (both doors each), Games Room, Storage Rms. 'No. 1" thru 'No. 6",Janitor,Women & Men Restrooms with universal barrier-free logo, Storage, Electrical, Kitchen, Community Room. Fire Alarm System signage as required. Door Exit Signage as required. Barrier Free Signage including directional signage and Braille, as required. 24. Section 10520, Fire Protection Specialties. 3.01. Installation. Add "B". Mounting height to cabinet control,40" above finished floor. 25. Section 15400. Plumbing. Add 1.03 Submittals to read: A. Fixture Submittals: Provide 4 sets plumbing fixture submittals noting manufacturer's series number, picture, dimensions, color and any other pertinent information for all plumbing fixtures, faucets, controls and trim. 26. Section 15500, Heating, Ventilation and Air Conditioning. 2.01. Add "C" to read: C. Balancing Dampers. Provide balancing damper at all main trunk branches. APPENDIX I ARCHITECTURAL SCHEDULES & DETAILS 1. Rm. Finish Schedule A1.00 Gymnasium's exposed steel joists and metal decking at roof to be painted. See related Sections 05210 & 09900. 2. Door Schedule A2.02 Doors 4 &5 to be solid core, 90 min. rating, with wire glass vision panel of 7" x 22". Page 4 0 w Door Mark 11 and 14. Door material as specified under Section 08300 in lieu of aluminum noted. 3. Detail A3.02 Delete reference to "plate" glass. 4. Detail A5.02 All sheet metal conductor heads, leaders, gutters and downspouts 24 gauge in lieu of 26 gauge noted. APPENDIX II STRUCTURAL NOTES & DETAILS 1. Structural Notes S.005 Blocking & Bridging, Douglas Fir #2 and better, kiln-dried. 2. Structural Notes S.008 Revise first paragraph to read: "The following inspections will be performed by testing agency. See related sections for further information." 3. Detail S.021 6" compacted drainage fill in lieu of 4". 4. Shear Wall Schedule S.057 Shear wall type 3 to receive 8 total hold- downs. No other type require hold-downs. 5. Ceiling Framing S.060 All ceiling joist DF #1. CHANGES TO DRAWINGS 1. Sheet Al Storm drain shown in lieu of storm sewer. Connect drains to city provided storm drain system at edge of construction limit line. 2. Sheet A4: Wall pads,. add alternate,behind end wall back stops in gymnasium 6 feet high x 10 feet wide. 3. Sheet A4: Provide attic access panel in 1 hour corridor 120. Fire rating as required. 4. Sheet A5: All exhaust fan rooftop caps to be installed with curb. 5. Sheet A5: Provide through roof, as required, flues for gymnasium unit heaters. Flash. 6. Sheet A5: All galvanized leaders and downspouts 24 gauge in lieu of 26 as noted. 5" dia. overflow outlet in lieu of 4". Page 5 u n • � 1 rr 7. Sheet A& Section "A". Slope of roof above Community Room 101 shown incorrectly. Roof slopes per Sheet A5. 8. Sheet A9: Wall Section "B". Set threshold in full bed of sealant. 9. Sheet A9: Wall Section "C". Use pressure treated plywood sheathing for bottom 2'-0" of exterior wall. Typical all around. 10. Sheet A10. Wall Section "F". 8" tightline is not perforated. 11. Sheet All. Exterior soffits between girds 2&3, B & C to be plywood, as specified, (painted) in lieu of cement plaster. 12. Sheet S2. Gymnasium diagrammatic truss slope shown incorrectly in direction. 13. Sheet M1. P-7a plumbing designation for barrier free heads only. 1 in Boys and 1 in Girls. All others P-7. 14. Sheet Ml. 1" cold water stub out for landscape sprinkler system to have shut-off also. 15. Sheet Ml. Mechanical Note #2. Duct type to be metal and flex. See specifications Section 15500. 16. Sheet El. Low voltage stub out for sprinkler system by others. Clarification: Sprinkler system an exterior landscape sprinkler system. APPROVED ALTERNATES We have reviewed the following alternates and take no exceptions to the manufacturers and models listed below. All substitutions must comply to the original specifications. Section 09590 -Resilient Wood Flooring Systems. Action cush 11 Plus (w/o plywood). Section 11490 - Gymnasium Equipment. Basketball Backstops; Cassidy Mfg. Co. SF603 & SF605. Wall Protection Mats; Pace UWPS. Page 6 L .l ATTACHMENTS 1. Pre-Bid Conference Sign-In Sheet 2. Soils Report prepared by Cascade Geotechnical, Inc. 3. Architectural Details - Appendix I A5.00 Main Canopy Sign A5.03 Control Desk Sign A5.05 Construction Sign. Page 7 0 e ARLINGTON COMMUNITY YOUTH CENTER REBID PRE-BID CONFERENCE SIGN-IN SHEET The following companies were represented at the pre-bid conference held at Arlington City Hall on April 9, 1992 at 1:00 PM. Name Company Phone FAX / Nak �1 � �s / ow►- �� sir-�y�o�, 45;?3- 41?4 337- 4Z�o 3 9 Ozzie 882-3 40 8 rj I�Ow %F_QkCAL C),41(y//AM�1,J z /A(i Yt/ �' l _�foc� -1 7.17 yIiN' ��►� Q"cs �ot`� _Ec _.was ASIS-' 4A94- -4ZZ0 co« 2 7-Zt -/- C66, AS.la,e'1 SCo-8 -377 S *4 EVE 7IV60 00 5 G7 S A �itJ�' . y87-6 70 2 yR6 -9099 rm A L T l LE I N C -79=3 6 3 7 — 5'^ e p Syt'je-,uy 148F- y Soc Lt?C- - cis 5 tjerl h IS �VU+�-V& u CA*AV 442 - /3 26 41(0z-,4�6 0 CASCADE GEOTECHNICAL, INC. 12911 N.E. 126TH PLACE (206)821-5080 KIRKLAND,WASHINGTON 98034 FAX:(206)823-2203 April 1, 1991 Job No. 9103-12G City of Arlington 5822 Cemetery Road Arlington, Washington 98223 Attention: Erling Espedal Reference: Arlington Youth Center 59th Avenue N.E. and 188th Street N.E. Arlington, Washington Dear Mr. Espedal: At your request, we have completed our limited subsurface soils study for the above site. The following report summarizes our findings and offers preliminary conclusions and recommendations. SCOPE The purpose of our study was to evaluate the subsurface soil and ground water conditions at the site in order to formulate preliminary conclusions and recommendations for construction. The scope of our work, as defined in our proposal of September 23 , 1991, consisted of the excavation of backhoe test pits, and the preparation of a soils report. This report offers preliminary conclusions and recommendations for site preparation, foundation type, and soil bearing value. We were not engaged to provide recommendations for any other aspect of this project. Some aspects which should be addressed include slab-on-grade, structural fill, possible lateral soil pressures and similar items. PROJECT DESCRIPTION We were provided with Sheets A2 through A10 of the construction plans, prepared by Ross and McClure. Sheet A2 , the site plan, is CASCADE GEOTECHNICAL April 1, 1991 City of Arlington Job No. 9103-12G Page 2 dated March 7 , 1991. Sheets A4 and A5 are dated January 17, 1991; the rest of the plans are undated. A foundation plan, Sheet S1, was also provided to us. This plan was prepared by Geiger Engineers, and is undated. We understand that the proposed project is to consist of a two (2) story community youth center. CMU walls and a slab-on-grade floor are to be used in the 17,723 square foot (footprint) structure. We recommend that our of f ice be engaged to review the f inal grading and construction plans once they become available in order for us to make further recommendations as required. SITE DESCRIPTION The site is located about 1000 feet south of the intersection of k 59th Avenue N.E. and 188th Street N.E, in Arlington, Washington. The topography of the site is flat. At the time of our visit, the site had been cleared of all vegetation. To the north and east of the proposed community center are existing and proposed ball fields. SUBSURFACE CONDITIONS The site subsurface conditions were determined by excavating ten (10) backhoe test pits on March 21, 1991. Test Pits #1 through #6 had already been excavated at the time of our arrival. These test pits were deepened as a part of our study. Test Pits #7 through #10 were selected by an engineering geologist from our office. All test pits were located in the field by pacing relative to identifiable landmarks. CASCADE GEOTECHNICAL April 1, 1991 City of Arlington Job No. 9103-12G Page 3 Depths referred to in this report are relative to the existing ground surface at the time of our study. The surface and subsurface conditions are based on observations made at the site at the time of our visit. Test pit logs and locations are in our files. In general, soil conditions at the site consisted of topsoil overlying recessional sand and gravelly sand. The topsoil on the site averaged six (6) inches in thickness, but varied from two (2) inches to twelve (12) inches in thickness. The topsoil consisted of a dark brown silty sand with some organics and trace gravel, and was moist to wet. Underlying the topsoil was a reddish-brown or gray sand with a trace of gravel and organics, and which was loose to medium dense and damp. The organics consisted of relic tree roots. This unit generally extended down to two (2) to three (3) feet below the surface. Underlying the sand was a gray gravelly sand which was loose to medium dense and damp. This unit extended to the termination depth of all our test pits. No ground water was noticed in any of our test pits. Soils in this area are mapped as belonging to the Marysville Sand Member of the Vashon Recessional Outwash' . The soils we noted in our study are consistent with this classification. 'Minard, J.P. , 1985, Geologic Map of the Arlington West 7 . 5 Minute Quadrangle Snohomish County Washington, USGS Miscellaneous Map MF-1740. i a CASCADE GEOTECHNICAL April 1, 1991 City of Arlington Job No. 9103-12G Page 4 CONCLUSIONS We conclude that the above site is suited for the proposed project if special precautions are taken and our recommendations are carefully followed. RECOMMENDATIONS Site Preparation All topsoil should be removed from the building and paved areas. Topsoil should be exported off the site or stockpiled for later use in landscaped areas. We recommend adjusting site grades to provide proper drainage throughout the site. Spread Footings Conventional spread footings placed on horizontal surfaces of the reddish brown sand located beneath the topsoil are suitable for design loads up to 2000 psf maximum safe bearing value if the soil is firm, undisturbed, free of organic material, and does not become wet prior to concrete placement. The bearing soil subgrade should be proofrolled or mechanically compacted prior to placing the foundation, and any soft or wet areas should be excavated out to firm soil. A one-third (1/3) increase of the bearing value may be used for the calculation of wind and seismic loading. Spread footings should have a minimum width as determined by local building codes. Perimeter footings should be placed at least eighteen (18) inches below the final outside grade for frost protection. v CASCADE GEOTECHNICAL April 1, 1991 City of Arlington Job No. 9103-12G Page 5 All water and loose soils should be removed from the footing trenches down to firm, undisturbed native bearing soil prior to placing concrete. Any soft or yielding areas should be overexcavated down to firm ground. Drainage Footing drains should be placed at the base of all footings and tightlined to the storm sewer system. We recommend using a four (4) inch diameter, rigid, perforated drain pipe bedded in several inches of pea gravel and backfilled with at least twelve (12) inches of pea gravel. Roof drains should be tightlined to the storm sewer system. These drains should be separate from the footing drains. Parking areas should be sloped and curbed so as to direct surface runoff into catch basins which are tightlined to the storm sewer system. These drains should be separate from the footing drains. General This report provides preliminary recommendations based on site conditions at the time of our study and our understanding of the building requirements based on similar types of projects. Additional and specific recommendations will be necessary to address the proposed building design and grading requirements. We recommend that we be engaged to review plans, observe site preparation, observe subgrade conditions, and confirm that bearing soils have been reached. This is a recommendation for engineering review and goes beyond any testing agency involvement which may be required. r` CASCADE GEOTECHNICAL April 1, 1991 City of Arlington Job No. 9103-12G Page 6 We expect the on-site soil conditions to reflect our findings; however, some variations may occur. Should soil conditions be encountered that cause concern and/or are not discussed herein, Cascade Geotechnical should be contacted immediately to determine if additional or alternate recommendations are required. This report has been prepared for the exclusive use of the City of Arlington for specific application to the proposed Arlington Community Youth Center at 59th Avenue N. E. and 188th Street N.E. , in Arlington, Washington, in accordance with generally accepted soils and foundation engineering practices. No other warranty, expressed or implied, is made. Thank you for this opportunity to assist you with this project. Should you have any questions, please feel free to contact us at any time. Sincerely, CASCADE GEOTECHNICAL; rge La President and Princ .Encgneer �•r�i, Ward Beebe Engineering Geologist � n W PLYmLD. ——� a..16+.j �_� Him S LY u D WIPD L4� 1 cc _ - W 0 J Ifff U z two V J Ham- O �- - 0 C r _ekNT WTH,_V CO �T _._ - a --��G�►�L-fit��.- ----- Scale: . M , , If , . Main Canopy Sign M�ure .m0~ �*"+ •'• "" Job Number: 9043 -3 Drawn by: Jk- A5 . 00 Date: SNOM7IT�SA CD`: 'ff1P�6LC TMM, II ii it II kr apaj t Emu M k$, 9W]y:ww&AVOL'O, 47 taw#- - Control Desk Plan- A 11 1 H 1 1 1 . 1 1 Mc Mure Im ceaw"W" 0~ ...IMIA11� In" eye- us Jo. Flu m..r: ;�tl-b A5 . 03 o�s�r is-sy Defy y�7v Y� .. 14 OL � W CU Z G U n Ir C5 Q Cu 6 N � C - CO �.� W -SI Y J co rr�h -SCm10: A AI M 1 1 1 6 16 Construction Sign I�f Mcure •�• �� Job Nume*r: 11041-5 Drawn By: A5 . 05 1 } ADDENDUM NO. 3 April 21, 1992 TO: Prospective Bidders FROM: Ross &McClure Architects 1223 C9mmerci treet Bellingham,WA 98225 RE: Arlington Community Youth Center-Rebid Snohomish County Boys and Girls Club Project No.9043-B This addendum or�part-of-the �rac ocuments and modifies the original Bidding Documents dated 4/2/92 as noted below. Acknowledge receipt of this Addendum in the space provided on the Bid Form. Failure to do so may subject the Bidder to disqualification. CHANGES TO ADDENDA 1. Addendum No. 1: Changes to Specifications: #7. Delete last sentence and add: "This special inspection will be paid for by the Owner. Contractor will arrange for special test with laboratory. 2. Addendum No. 1: Changes to Specifications: #16. "Monarch" acceptable manufacturer for Exit Devices. 3. Addendum No. 1: Appendix.I #2. Vision panel to be 5" x 20". 100 sq. inches maximum allowed per door. 4. Addendum No. 1: Appendix II #2. Delete revision. Original correct as is. Owner will pay laboratory for foundation tests and special masonry inspection. 5. Addendum No. 2: Dated April 14, 1992. Should not have been numbered ADDENDUM No. 1 but rather No. 2. Page 1 r .ow b i A Aw G � .�� u�..,.......�..�.�.�. �... 6 CHANGES TO CONDITIONS OF THE CONTRACT 1. Add the following to Document 00830. Washington State Prevailing Wage Rates,Snohomish County,effective 03-04-92, (Pages 1 through 9). Benefit code key,effective 03-04-92., (Pages 1 through 5). Chapter 49.28 RCW Hours of Labor and WAC 296-127-022 Overtime According To Chapter 49.28 RCW (2 pages). Include in Conditions Of The Contract. The higher accumulative amounts (Base Hourly Wage Rate plus Hourly Fringe Benefits)between the State and Federal Wage scales shall be used to determine classification wage rate. CHANGES TO SPECIFICATIONS 1. Section 01030 Alternates, 1.01 E(1): Clarification: the deletion of acoustic wall panels as specified in Section 09520 are the painted nubby fiberglass wall panels on all four walls of the Gymnasium. These wall panels start at 10'-0" above finish floor and extend up to the underside of the roof decking. 2. Section 01030 Alternates, 1.01 E (2): Add "Delete lighting fixture 'M' as specified in Section 16500." 3. Section 01030 Alternates, 1.01 E (6): Clarification: the wall padding referred to is the 6' high x 10' wide pads behind the end wall back-stops in the Gymnasium, as specified in Section 11490 "wall protection mats." 4. Section 02700 Sewerage&Drainage, 2.01 (B) Storm Drains. Change size from 4" to 8". 5. Section 07200 Insulation,2.01 (A) Thermal Insulation: Change as follows: A. Thermal Insulation: Owens-Corning Fiberglas Corporation,ASTM C665,glass fiber rolls and batts,unfaced with separate 6 mil. vapor barrier or faced with Kraft paper for exterior walls. FRK faced for ceiling/attic application. Unfaced or faced batts for interior wall application. 6. Section 06195 Prefabricated Wood Beams and Joists,2.03(C). Revise to read: Camber at manufacturer's option to be equal to: 1. Dead + 1/2 live load deflection 2. R=200't 50'. Page 2 7. Section 07415 Manufactured Roof Panels,2.02(A) Exterior Roof Panels: Change as follows: A. Exterior Roof Panels: Steel sheet conforming to ASTM A446,Grade A,galvanized in conformance with ASTM A792 AZ55, 26 gauge thickness. Roll formed to manufacturer's standard Mini-V Beam pattern. Continuous lengths. 8. Section 07525 Modified Bituminous Sheet Roofing, 1.06(A)Warranty. Change from 10 years to 12 years. Add "Workmanship" as follows: ...labor and material non-pro-rated,workmanship, and as specified in Section 01700. 9. Section 07525 Modified Bituminous Sheet Roofing, 2.02 Materials. Delete A through G and revise as follows: A. Provide materials per 2.03 Component Systems including all base plys, cap sheets,insulation, coatings,flashing,fasteners and cants as required with system. 10. Section 07525 Modified Bituminous Sheet Roofing,2.03 Components. Change as follows: A. Roof over plywood decking: Firestone/Rhoflex #30-202-34. B. Roof over steel decking: Firestone/Rhoflex#41-102-34 with minimum 1.4 inch Rhoflex Isocyariurate. 11. Section 07600 Flashing and Sheet Metal. 2.02(E). Gutters and Downspouts. Gutters to be shop form in lieu of roll form. See Plate 2, Style F of SMACNA Sheet Metal Manual. 12. Section 07600 Flashing and Sheet Metal. 3.02(G). Delete in its entirety. No attic vents. 13 Section 08210 Wood Doors,2.02 (B). Delete entirely. No wood doors to be Paint Grade. 14. Section 08700 Hardware; 3.02 Hardware Schedule. Delete entirely. Use attached new Hardware Schedule. 15. Section 09300 Tile,2.01(A). Floor Tile,Group 1. 2.01(B). Quarry tile,Quest A53 Skylark. Page 3 16. Section 09300 Tile,2.01 (D) 8 and 9. 8. Mortar: Flextile No. 52. Versatile Floor-Set Mortar per ASTM C627-70 9. Grout: Flextile PM Polymer Modified Sanded Grout. 17. Section 09590 Resilient Wood Flooring Systems,2.02 (A). Delete reference to No. 3 and Better Grade. Bid No.3 Grade. 18. Section 09590 Resilient Wood Flooring Systems,2.02 (H). Delete joint cover under operable partition in its entirety. No partition in Gym. 19. Section 09650 Resilient Flooring. 2.02(A)Resilient Tile VCT#1 -Field Color VCT#2- Deleted VCT#3-Checkerboard pattern VCT#4-Accent pattern (4 tiles in a group =36 tiles total) 20. Section 09650 Resilient Flooring. 2.02(C). Resilient Base. Delete Armstrong as Manufacturer. Change color to Flexco,No. 25,Light Grey. 21. Section 10800 Toilet and Bath Accessories. 3.04 Schedule (A) & (B). Delete Barrier-Free Shower Seats in Boys and Girls Showers. 22. Section 12690 Floor Mats. Add 1.02 Location. A. Entry 100,3' X 6' at doors. B. Entry 119,complete floor (under display case provided by Owner). 23. Section 15400 Plumbing 3.05 Schedule. Replace with revised Schedule attached. 24. Section 15500 Heating,Ventilating and Air Conditioning. Mechanical Contractor to provide Exhaust Fans and Ducting as required per approved Design Bid. 25. Section 16050 Basic Electrical Materials and Methods. 3.01 (F). Change to read: F. Mount all electrical devices and outlets as noted on drawings. Typical centerline mounting height of wall outlets at 14 inches above finish floor. Special equipment and appliance outlet/connection height as recommended by manufacturer. Page 4 � u 26. Section 16500 Lighting,3.02. Add Type N,Metalux #2PGAX/240, 12 cell, Paralux IV,Recessed Air Supply Troffer,G trim, (2) 40 S26H/LCWM/ES2 CHANGES TO APPENDIXES 1. Appendix I, A2.02 Door Schedule. Door mark 11 & 14 hardware group 19. Door mark 35 hardware group change to 20. 2. Appendix II,S074 TJI Bearing on CMU wall. Change 8" CMU to 6". Change 3 x 8 top plate to 3 x 6 or4x6. CHANGES TO DRAWINGS 1. SHT. A3,A4,El.,Electrical transformer may not be required per Design Bid and existing services available. If transformer not required, delete concrete pad. 2. SHT. A2&A3,Site Plans. Extend West `Limit of Construction (line) Per This Contract" to "Property Line". 3. SHT. A4,Floor Plan. Provide tooled control joints at concrete walks in approximately 5-0" square increments. 4. SHT. A5,Roof Plan. Change gymnasium downspout size to 5" x 611 . 5. SHT. A5,Roof Plan. EF-7 rooftop cap above Arts &Crafts room not shown. Install with curb. 6. SHT. A10, Wall Sections. Section D: Change roof ply to 5/8". 7. SHT. All, Alternate Reflected Ceiling Plan. Recessed downlights type "C" fixtures. Recessed 2 x 4 fixtures,type "N" fixtures. 8. SHT. Al2,Interior Elevations. Delete base shown in Janitor 106 and Locker Rms. 112& 113. 9. SHT. Al2, Interior Elevations. Kitchen 1: Shelf to extend whole distance of East wall,as shown on Floor Plan. Shelf depth 16" at rolling counter door,8" abutting wall. Stainless steel full shelf. 3/4" plywood with plastic laminate edge wrap for dividers at approximately 2'-0" o.c. Page 5 1 4 10. SHT. S2,Roof Framing Plan. Note 1,third line. Change S.001 -S.008 in lieu of S.001 - S.009. No S.009. 11. SHT. S2,Roof Framing Plan. Change note for the Metal Deck at Entry to read: 'Metal Deck,26 gauge Mini-V-Beam,Fy=80KSI,ASC Pacific or equal. 12. SHT. M1,Mechanical. Delete reference to P-2a. All sinks in shower Rooms P-2. 13. SHT El, Electrical. Occupant loads for the following areas: Gymnasium A3:450 Occ. load,Community Rm.A3.1: 85 Occ. load,Games Room B2: 161 occupancy load. 14. SHT. El,Electrical. Add emergency light symbol to Electrical Legend. 15. SHT. El,Electrical. Add wire cage around Exit Lights in Gymnasium. APPROVED ALTERNATES We have reviewed the following alternates and take no exceptions to the manufacturers and models listed below. All substitutions must comply to the original specifications. Section 11490-Gymnasium Equipment. Basketball frame ADP #810, Basketball Banks ADP#64-SW and ADP #70,Porter Goal ADP #20 Wall Protection Pads ADP #200. (Architectural Design Products). Section 15400 Plumbing. P-1 &P-3 Push Valves-ZURN Aquaflush. ZURN Fixture Hangers and Water Hammer Arrestors. Page 6 Proj . No. 9043-B Arlington Community Youth Center Rebid Arlington, WA 3 .02 HARDWARE SCHEDULE Group 1 Doors 27 and 38 . See Section 08410 Group 2 Doors 39, and 40 . Manufacturer' s Standard Hardware . Track & magnetic interlocking jamb. Group 3 Door 37 . 1 -1/2 pr . Butts Hager 1279 4-1/2" x 4-1/2" 1 each Lockset Schlage A Series Athens 626,A73PD 1 each Stop Quality Bumper W307 Group 4 Doors 2, 9 and 12 . 1-1/2 pr. Butts Hager BB1279 4-1/2" x 4-1/2" 1 each Exit Device Monarch 19F Series 1 each Closer Norton 7500 BF 1 each Kickplate Monarch 10" x 34" x US26D 1 each Weatherstrip Pemko 332CR 1 each Threshold Pemko 2005AV 1 each Door Bottom Pemko 216AV Group 5 Door 1 3 pair Butts Hager BB1279 4-1/2" x 4-1/2" 2 each Exit Device Monarch 19V Series w/ 2 point latching and P control 2 each Closers Norton 7500 BF-H 2 each Kickplates Monarch 10" x 34" x US26D 1 each Astragal Astragal to comply w/ Exit Device 2 each Weatherstrip Pemko 332 CR 1 each Threshold Pemko 2005 AV Group 6 Doors 19 and 20 . (20 Min. U.L. Label) 1-1/2 pr. Butts Hager BB1279 4-1/2" x 4-1/2" 1 each Lockset Schlage D Series Athens 626, D70PD 1 each Closer LCN 4110 Series w/ delay action 1 each Stop Quality Dome Style 1 each Kickplate 10" x 34" x Plastic 1 each Smoke Gasketing Pemko S88D 08700-4 e t Proj . No. 9043-B Arlington Community Youth Center Rebid Arlington, WA Group 7 Doors 36. 1-1/2 pr. Butts Hager 1279 4-1/2" x 4-1/2" 1 each Lockset Schlage D Series Athens 626, D70PD 1 each Bumper Quality W307 1 each Kickplate 10" x 34" x Plastic Group 8 Door 17 . (20 Min. U.L. Label) 1-1/2 pr. Butts Hager BB1279 4-1/2" x 4-1/2" 1 each Lockset Schlage D Series Plymouth 626, D73PD 1 each Closer LCN 4110 Series 1 each Kickplate 10" x 34" x Plastic 1 each Smoke Gasketing Pemko S88D Group 9 Doors 3 and 10 . 1-1/2 pr. Butts Hager BB1279 4-1/2" x 4-1/2" 1 each Exit Device Monarch F-19-12 Series w/L Control Omni 1 each Closer Norton 7500 BF 1 each Stop As required 1 each Kickplate 10" x 34" x Plastic 1 each Weatherstrip Pemko 332 CR 1 each Threshold Pemko 2005 AV 1 each Door Bottom Pemko 216 AV Group 10 Doors 4 and 5 . (1-1/2 hour U.L. Label) 3 pair Butts Hager BB1279 4-1/2" x 4-1/2" 2 each Exit Device Monarch F-19-12 Series w/L Control Omni 1 each Mullion Quality F-4023 2 each Closers Norton 7500 BF 2 each Stops Quality Dome Type 2 each Kickplates Monarch 10" x 34" x US26D 2 each Smoke Gasketing Pemko S88D Group 11 Door 25 3 pair Butts Hager 1279 4-1/2" x 4-1/2" 1 each Latchset Schlage A Series Plymouth 626, AlOS 1 each Flushbolt Quality 1262 @ inactive leaf 08700-5 i Proj . No. 9043-B Arlington Community Youth Center Rebid Arlington, WA Group 12 Door 22 1-1/2 pr. Butts Hager BB1279 4-1/2" x 4-1/2" 1 each Lockset Schlage A Series, Plymouth 626,A73PD 1 each Closer LCN 4110 Series 1 each Kickplate 10" x 34" x Plastic Group 13 Door 24 1-1/2 pr. Butts Hager BB1279 4-1/2" x 4-1/2" 1 each Latchset Schlage A Series, Plymouth 626, AlOS 1 each Closer LCN 4110 Series 1 each Bumper Quality W307 1 each Kickplate 10" x 34" x Plastic Group 14 Doors 21 and 23 . 1-1/2 pr. Butts Hager BB1279 4-1/2" x 4-1/2" 1 each Closer LCN 4110 Series 1 each Push Quality 56 1 each Pull Quality 161 concealed fastening 1 each Bumper Quality W307 1 each Kickplate 10" x 34" x Plastic Group 15 Doors 13 and 18 . (20 Min. U.L. Label) 1-1/2 pr. Butts Hager BB1279 4-1/2" x 4-1/2" 1 each Lockset Schlage A Series Plymouth 626, A80PD 1 each Closer LCN 4110 Series 1 each Kickplate 10" x 34" x Plastic 1 each Smoke Gasketing Pemko S88D Group 16 Doors 28, 29, 30, 31, 32 and 33 . 1-1/2 pr. Butts Hager 1279 4-1/2" x 4-1/2" 1 each Lockset Schlage A Series Plymouth 626, A80PD 1 each Kickplate 10" x 34" x Plastic Group 17 Door 15 and 16 1-1/2 pr. Butts Hager BB1279 4-1/2" x 4-1/2" 1 each Lockset Schlage A Series Plymouth 626, A73PD 1 each Closer LCN 4110 Series 1 each Kickplate 10" x 34" x Plastic 08700-6 e t Proj . No. 9043-B Arlington Community Youth Center Rebid Arlington, WA Group 18 Doors 6 and 7 . (1-1/2 Hour U.L. Label) 1-1/2 pr. Butts Hager BB1279 4-1/2" x 4-1/2" 1 each Lockset Schlage D Series, Athens 626, D66PD 1 each Closer Norton 7500 BF 1 each Stop Quality Dome Type 1 each Kickplate 10" x 34" x Plastic 1 each Smoke Gasketing Pemko S88D Group 19 Doors 11, 14 and 26. Manufacturer' s Standard Hardware Group 20 Door 34 and 35 (20 Min. U.L. Label) 1-1/2 pr. Butts Hager BB1279 4-1/2" x 4-1/2" 1 each Exit Device Monarch F-19-12 Series w/ L Control Omni 1 each Closer LCN 4110 Series w/ delay action 1 each Stop Quality as required 1 each Kickplate 10" x 34" x Plastic 1 each Smoke Gasketing Pemko S88D Group 21 Door 8 (1-1/2 Hour U.L. Label) 3 pair Butts Hager BB1279 4-1/2" x 4-1/2" 1 each Lockset Schlage D Series, Plymouth 626,D66PD 2 each Closers Norton 7500 BF-H 1 each Flushbolt Quality 1262 for inactive leaf 2 each Kickplates Monarch 10" x 34" x US26D 1 each Smoke Gasketing Pemko S88D NOTE: Provide silencers for all interior doors and ASA strike plates at all lock and latch sets throughout . Plastic kickplates, color to be selected from standard color. 08700-7 4 < Proj . No. 9043-B Arlington Community Youth Center Arlington, WA 3 . 05 SCHEDULE P-1 Toilet : Kohler 4262 ET, white with flush valve: Sloan Valve Co. #110, chrome, white seat : Bemis 1955SSC P-la Handicap Toilet: Kohler: Highcliff water-guard toilet, white K-4268 ET, 18" high bowl with seat: Kohler K-4670 C, white P-2 Wall-mount lavatory: Kohler K2032, white china with basin faucet: Delta 2529 HDF chrome wash P-2a Delete complete. P-2b Lavatory, K02904 Farmington self-rimming, white, 4" centers with K-15592-5 Coralais lavatory faucet . Required 3/8" angle supplies with stops, 1-1/4" cast brass `P' trap. P-3 Urinal: Kohler 4960 T white with flush valve: Sloan Valve Co. No. 186, chrome. P-4 Mop sink: Mustee 64 (24 x 24) , base mount sink with faucet: Kohler 8907 . P-5 Kitchen sink: Elkay SS-8345 14 gauge triple compartment scullery sink supported on (4) LK-251 stainless steel tubular legs. (2) LK-66-C faucets, (3) LK-35 strainer/stopper. Provide continuous waste connections and any other required connections. P-6 Class room sink: Elkay PSLVR-1917 stainless steel, 3 holes on 4" centers with LK-4103 faucet . P-7 Shower valve, Grohe 35.205 pressure balance shower valve, integral stops, temperature limit stop, 28 .452 vandal proof shower head with owner adjustable flow rate. Drain to be FD-1 . P-7a Shower valve and drain as P-7, include barrier free hand shower Grohe 28 . 460 with 28 . 105 59" metal hose, 28 . 820 24" adjustable bar, and vacuum breaker assembly 28 .761 spout with 12 . 086 elbow. 15400 - 3 h �l Proj . No. 9043-B Arlington Community Youth Center Arlington, WA P-8 Cuspidor, Elkay EDFC-211-C semi-recessed, perforated dome strainer, stainless steel. Combination bubbler/cuspidor spreader. P-9 Drinking fountain: Kohler 5264 A white china. WM-1 Washing Machine connection box, Guy Grey or equal model T-200, epoxy enamel finish, hot, cold and standpipe connection WH-1 Water heater, State or equal model SBF75-155NE gas water heater, 75 gallon storage, 155 mbh input, 145 gallons per hour recovery at 100 degree F rise. Porcelanized glasslined tank with magnesium anodes, 4" x 5" inspection port. Flue damper to be furnished by tank manufacturer. - HB-1 Hose bibb, Woodford 65 frostproof with vacuum breaker, loose key operated. WHA Water hammer arresstor, Smith 5030 series, provide at each branch line containing flush valves, solenoid valves, and fast closing valves . 15400 - 4 .. � a 04/14/92 12:06 V4350724 CITY/ARLINGTON F6 002 ESAC DIVISION - TELEPHONE (206) 753-4019 406 LEGION YAy SE, OLTMPIA, WSNINGTON ON04 WASNIN0 STATE POMILIM VALE HATES SIIDMOIiin COUNTY EFPECTt11E 03-04-9Q (SEE BENEFIT COD! KEY) NOIJRLY NOURLY OVER WAGE FRINGE TINE NOLIDAT ROTE sLAS51FICATION KREFtT% M A=ESTOG ABATENREINT, CERTIfI® Certified Asbestos AbsteRKnt Yorker 16.99 3.60 /N 5D �* ROILERINKEJtS ' aoilerewker 21.97 5.91 1R 5M ++ BRICKLAYERS Am 11AANLE MASONS All Classifications 20.72 3.78 13 5A •+ NUILOING SERVICE EMPLOIMS JANITOR 5.63 0.51 1C 5X 00 WAXER 5.73 0.5T 1C Sx 3o WINDOW CLEANER 5.33 0.51 1C 5x aO rr CABINET MAMS Cabinet Maker - in Shop 13.12 0.00 1 ++ CARPENTF]ts Carpenter 19.79 3.75 1n 3D Drywall Applicator 19.79 3.75 1N SD Crewoted Material, 19.39 3.75 1N 5D Fteor Finisher 19.92 3.73 1N 50 Floor Layer 19.92 3.73 1N SD Floor sender 19.92 3.75 1N 501 Swf I ler 19.92 3.75 .1111 5D shin9ler 19.92 3.75 111 50 Accouaticel Worker 19.95 3.73 IN 50 Piledriver 19.79 3.75 1N 50 stationary Woodworking Tools 19.79 3.75 1N 5D Millwright 20.29 3.73 1N SD CFJIEIKT RAMS CEMENT MASON 20.36 4.20 10 5D PATCNiNG AND PAVING 20.36 4.20 10 50 CUR INo 20.36 4.20 10 50 OM AND GUTTER 20.36 4.20 10 5o SIDEWALXS 20.36 4.20 10 .50 3EALING COMN'OUND 20.36 4.20 10 50 UNDERLAYMENT 20.61 4.20 10 5o MASTIC, EPDXY, ►LASTIC 20.61 4.20 10 56 CONCRETE SAW 20.61 4.20 10 50 POKIER TOOLS AND GRiNDERs 200.61 4.20 to 5D SUNOBLASTING 20.61 4.20 10 5D FiNISR COLORED CONCRETE 20.61 4.20 10 50 GUNiTE N022LE PERSON 20.61 4.20 10 5D TIMNEL WORKERS 20.61 4.20 10 50 TAM&L MACHINE ON COLORED 21.86 4.20 10 SD $Lug, 03WMITION OR KALMAN FLums ++ COPMAKICATION TEONNiCIAMS Caiwarieation Technician 12.07 0.00 1 Electronic Technician 12.07 0.00 1 .e, ��e; I I 04/14/92 12:07 V43507�24 C 1 TY/ARL 1 NCTON zoo)3 . WASHINGTON STATE PREVAILING WHIM: RATES - EFFECTIVE 93-04-92 2 UMCR110.1= T7' CME OENEFIT =C ZET) WJRLV ROmy own WALE FAIMCE TINE IMOLIOAT 11M CLAWIFICATIOY WE OWLEM M CCK cm " OIVERs AM TEW"s 1N SD Tenders IN 3.75 1M SO Assistant larders 19.99 3.76 as Divers - O to 50 ft 4al.9R 3.75 1M SD In addition to the hourly war and fringe benefits, the followfM depth premium apply to depths of fifty feet or more Over 50' to 100, - S1.OD per foot for each foot over SO feet over 1001 to 175' . $2.25 per foot for each foot over 100 feet Over 1750 to 2SO' - 05.50 per f66t for each foot over 175 feet over 2S0' - Divers way name their own price, provided it Is no lass then the seat* listed for 2S0 fast ss DREDGE Li0RJ0MS 5D Assistant Engineer 19.21 4.71 50 Assistant wte-Deckhend 111.67 4.71 soatsrn 19.21 4.71 50 SO Engineer Welder 19.26 4.71 Leverwan 19.63 4.71 150 SD Mate 19.21 4.71 1 otter W87 4.71 ; Crane 19.26 4.71 1 9D Maintanonce 1a.77 4.71 " DMAILL FIMI ElS orywsll Taper 20.57 3.01 1 **ELECTRICIANS da*90 LEVEL Z1.00 4.561J 5N CULE SPLICER 23.10 4.62 r"s 8XCTi1CIAM$ MOTOR SHOP PA Craftsperson 13.95 1.42 Jourfwy Lent 13.29 1.40 2A 6C: ew ELECTRICIAIM - FOAM.IIM CORiTAtICT1oti 5.26 4A SA aE Cable Splloer 21.65 4A SA Grvurdson 13.90 3-99 SE Mead Oro rdsan 14.78 4.OZ 4A SA f!E Heavy Line Equip. Man 19.59 5.19 44A 55A Jecxhas�n'�+ 14.75 4.02 5A SE BE ,ivirney�, Linear W.59 5.19 Lira Equipment Man 16.10 4.00 4A SA a Pete !greyer 19,59 5.19 SA 5E pordsrsan 14.78 4.02 4A SA BE - Certfffed 19.59 5.19 4A SA of BXWTM CONSTSLTtn W-00MIC IN CMAGE/UMOER 5 TEARS 24.41 7.57 4A SA MCOiAMiC to CriARGE/OVER S TEARS 24.41 8.06 4A SSA MECMANICAMER 5 TEAR4 21.70 7.41 ME0AMIC/OM6R 5 yaw 21.70 7.05 4A SA COM=TIMOLIUNDER 5 YEARS 15.19 7.02 4A SA CONATMOOR/0'M it 5 YEARS 15.19 7.33 4A 1A r110GATIONART CONSTRUCTOR 10.05 0.00 4A SA FAalICATo PeECAST calawn Psamu:Ti LAWUA (0 TO SOO MONKS) 6.00 2.02 2D 52 ST LASWER (500 TO 600 MWIIS) 7.21 2.02 2D U. IT LANNO (1000 TO 2000 *XMS) 0.29 2.02 20 SE In PRECAST L101M t 10." 2.02 20 SE dT ARCHITECTURAL MIXER 11.55 2.42 a SE ST CARPENTER 11.55 2.02 2D SE ST CfIWp(q 11.55 2.02 20 'SE dT' CURING PEAWN 11.95 2.02 29 5E all eoa DRIVER 11.55 2.02 2D SE IT e 04/14/92 12:07 '$4350724 CITY/ARLINCTON 004 WASHINGTON STATE PREVAILING {MGF RATES - EFFECTIVE INIO#OMMISN 4COIIRIT (ME RE]IEFIT CMI RM NMfty Nifty NOR HARE FRINGE TIME NOUGAT NOTE CLASS I F I CAT I011 _)A._ ExiII>E M Ste€_ M DROTT DRIVIR 11.35 2.02 20 SE NOT FIOERCLASUR 11.55 2.02 2D 5E 8T FORKLIFT D1:IVU (NEAYT) 11.55 2.02 20 SE NOT QMLITY CONTROL 11.55 2.02 20 5E NOT REHAB FA RICATION OPERATOR 11.55 2.02 2D 5E OT REFIM(SNER 11.5E 2.92 2D SE RT SMEAR GENDER OPERATOR 11.55 2.02 20 SE NOT WELDER (CERTIFIED) 11.55 2.02 2D 5E aT LEAD PERSON 12.55 2.02 2D SE NOT MFORSFERSON 13.05 2.02 20 SE NOT ++ FENCE MEECTOft AM FMM LAMOFAXS Fame Erector 13.80 0.00 1 Forw Laborer 11.60 0.00 1 a+ FLACfM FIawr 12.30 3.60 1M 5D ae GLAZIEK dcurrny"n 16.53 0.00 f r. GREEMMWOM EJIECTONS Orewdioute Erector 8.00 0.00 1 M MIAZAMMS MATERIAL DISPOSAL Equipment Operator 11.00 2.75 1 Noteriet Worker 10.10 2.75 1 Truck Driver 11.39 3.11 1 welder Mechanic 10.90 2.75 1 ei NEAT AM FROST INSAAATORS (ASBESTOS NORIMRS) Naoh.nic 22.74 4.09 6A 5C e+ NEATINi EMPMt7IT MECHANICS Jourrry.rn 16.04 2M 1J 5A *� INDUSTRIAL ENGINE MECHANICS Indwtrial Engine Nech. 12.56 2.79 1 .. IMOMOTRIAL VAC" PO" CLEAa" Journvy-ievel 7.90 1.17 1 •+ IY1 AND MAIM Operator 17.S9 2.96 1K 5D Engineer-0eokhend 16.21 2.96 1K 50 backhand 15.19 2.96 19 50 •► INVECTION, CLMAM1IMQ. SEALING OF RnAM AIM WATER ST31 Technician 6.25 0.00 1 [loaner operator, Foawer Operator 8.25 1.4E 1 TV Truck operator 8.75 1.7E 1 Grout Truck Operator 9.50 1." 1 NOW Operator 10.50 2.25 1 INSULATION AMIGTM Journee~ 16.5E 0.00 1 �'+ IROMMORIO� All Claasifieatia a 19.56 6." 19 5A .1 0 04i14i92 12:08 V4350724 CITY/ARLINGTON 'YACNIHCTOR STATE PREVAILIMO VACE RATES - EFFECTIVE 05-04-92 ft101i011I&I OIbIfTT CW EMFIT ®E XET) NMKLT WJRLY OVER MW FRIILOE TIM NQLIDAY ROTE QMIFIQT1 RATE lMUM 2K 1 er WORM Asphalt Raker 17.46 3.60 1N SD Ballast Regwletor Machine 16.90 3.60 1N s0 batch Yaiohaan 12.30 3.60 1N SD Caesfon Yorker 17.62 3.60 1N SP Carpenter Tender 16.90 3.60 1M 50 Gwent amper/Pavina 17.46 3.60 1N 50 Cement Finiaher Tender U." 3.60 1N sD Chi ins Gun 16.96 3,60 1N so Chuck Tor.der 16.10 3.60 1N 50 Clean-up laborer U." 3.6o 1N 5D Concrete Form Stripper 16.9B 3.60 1N So Cenerate law Operator It" 3.60 1N so Crusher Feeder 12.30 3.60 1N so Curing Concrete 16.9E 3.60 1N so Demolition - Wreaking end Moving 16.90 3.60 1N 50 (including charred materials) Diver 17.112 3.60 1M 5D Drill operator (OvOreulic, Diamond, Air Trac) IT." 3.60 1N 50 Epoxy Technician 16.90 3.60 1N 5o Faller/tucker-Chain saw 1T." 3.60 1N 5D Final Detail Ctowt p 0.98 3.60 1N SD Cabfon toaket builder 16.98 3.60 1N 90 Caaral Laborer 16.98 3.60 1N 5o Credo Checker and Transit Men 17.46 3.60 1N 50 Criridere 16.06 3.60 1N so High sealer 17.46 3.60 1N so Rod Carrier/fiortermen IT." 3.60 1N SD Jaakhaereer 17.46 3.60 1N so Miner 17.12 3.60 1N 5D Mos:lemrn - Concrete Puip, Cretin Cutter when 17.46 3.60 1N 5D using high pressure air and water an concrete and rock, sandblast, ouniter lhotarete, Water Blaster Pavement breaker 1T." 3.60 1N so Pilot Car 12.30 3.60 1N SD Pipe AoL iner (rat insert type) 1T." 3.60 1N 5o Pipeleyer and Caulker 1T.46 3.60 1N so Pat TofKUP 16.99 3.60 1N 5D Powierman 17.82 3.60 1N SD Powdernen fielper 16.98 .3.60 1N 50 Railroad tpike Puller (power) 17.46 3.60 1N SO Re-Tiaberann 17.82 3.60 1N 50 Weeder (Concrete) IT." 3.60 1N 5D Weeder - Clary Power or similar Types 17.46 3.60 /N s0 stake Nopw 16 " 3.60 IN SD Tamper (Multiple and Self Propelled) 17.46 3.60 1N so T■nper and Similar Electric, Air and Oss 17." 3.60 1N so Toolroos Man (at Job site) 16.90 3.60 1N so Topton - Tailmen 16.96 3.60 1N 5D Tracklinar (Powr) IT." 3.60 1N 5D Tugger Operator 14.98 3.60 1N so Vibrating screed (air, Gas, or Electric U." 3.60 1N so Vibrator 1T." 3.60 1N SD Wall-Point Parson 17.46 3.60 1N 50 is UNKK - LIFILITIEt CONST1RE11CIN (SM LANOtM$) tie LMOSCJMi CONN'TINUCT1CA Irrigation Equipment Installers 10.62 3.25 1R $A Irrigations Landscape Equipeent Operators 11.30 3.95 iR SA LendecmPin@ or Planting Laborers 7.50 0.00 1 Lawn Winkler Installers 10.62 3.25 1R SA w DRAPE NAINTENAHM Journey LaveL 7.50 0.00 1 r 04/14/92 12:08 $4350724 CITY/ARLINGTON WASHINGTON STATE PREVAILING WAGE RATES - EFFECTIVE 03-06-92 5 �gN �iy cm MEINEFIT MOE WET) NQlLT NOIELT OVER NOW FRINGE TIME NOLMAT NOTE CanazaC1PAT1aN RATE !lOi.Il! 9m Cm an M LATUM J&Arneyeen 19.21 3.75 1.I 5A �+ W NINISTS (NVONOELECTRIC SiTE mac) Nechinist 16.64 0.09 1 +; METAL FAMMATM9 (IN MWV) LAGMER 9.60 2.29 1 5M OF LIGHT TKU DRIVER 11.06 2.29 1 5N 6F TOOL ROOM ATTENDANT MOB 2.29 1 5111 OF NIOiLERMtMM SPECIALIST it.0e 2.29 1 5" OF TRUCK DRIVER (OVER 20,000 LIS) 12.47 2.29 1 514 OF WELDER/NIURM ER 19.47 2.29 1 5M OF ADVANCED BOILERMAKER SPECIALIST 12.47 2.29 1 5111 6F dMMMT LEVEL WELDER 13.85 2.29 1 5N OF JOURNET LEVEL BOILERi4AKER 13.85 2.29 1 SN OF LAYEROUT 14.54 2.29 1 5N Of » MCAn LM sUILDINU Journey Level 9.00 0.09 1 •+ PAINTERS All Classifications 16.54 2.33 1 SA ++ PLASTOMM Journaywan 19.26 5.10 1R SA PLATfJMM AND PAR[ ESIIIPNM INSTALLERS All Classifications 7.50 0.00 1 PLUMBERS NO PIFEFII I All Classifications 18.79 0.06 16 SA PM" MI MENT ObATU RS A-Frmwr Crane over 10 ton 19.45 4.71 1N SD A-Fratm Crane, 10 tans end under 17.35 4.71 1N 50 Assistant Eniirwxera (Oilers) 17.35 4.71 1N 50 6Bckhm 60 NNP i under 19.45 4.71 1N SD Gackhoe 60 NP & our 19.21 AM 1N 50 Backhoe 3 yda L under 19.91 4.71 1N 5D Baakhoes over 3 yards to 6 yards 20.25 4.71 1N SD Ielt Laadars - Elavatinns Type 19.45 4.71 1N SO Bobcat 17.35 4.71 1N SD Iromm 17.35 4.71 IN 5D Bump Cutter 19.01 4.71 iN SO Cableway. 20.25 4.71 1N SD Chipper 19.81 4.71 1N So Compr"aors 17.35 4.71 1N SD Concrete Batch Plant 19.61 4.71 1N SD Concrete ruspx 19.4% 4.71 1N iD Ca►voyers 19.45 4.71 1N SD Crane - 100 Torn and Over or 20.79 4.71 1N SO 200 Ft. Sow including Jib and over Crane - 45 Tana through 99 tans or 20.25 4.71 1N 50 150 Ft. of boom Crane - Overhead, Irides Type (45 - 99 tans) 20.25 4.71 1N SO Crane - Overhead, bridge Type 100 T. and Over 20.75 4.71 1N SO Crane - Overhead, Bridge Type (20 - 44 tare) 19.91 4.71 1N SD Craws - 20 - 44 tolls 19.61 4.71 1N SO Cranes - through 19 tare 19.45 4.71 1N 5D Cnuthers 19.41 4.71 1N 5o curb Extruder 19.01 4.71 1N 9D Derrick, Wilding =0.25 4.71 1N 50 Deters, 0-9 i under 19.45 4.71 1N SO Drilling Machin. 19.61 4.71 1N 5D Equipment Service Engineer (Otter) 19.45 4.71 1N 5D Flnishim Machine 19.61 4.71 1N SO Fork Lifts 19.45 4.71 1N So k r 04✓14i92 12:09 104350724 CITY/ARLINCTON (307 WWASMINOTON STATE PREVAILING WOE RATES - EFFECTIVE U-04-M t • SNOIRiIISIY'c'OIIITT (Sim KKFIT CODE XET) fasLT NOIDLT am Uw FRiN K TIME 11MIDAT IIO?E CLASSIFICATiON I "IT M -CODE- Gradachacker and Stakesnn 17.35 4.71 1N SO Hoists, Air TuWrs, 19.45 AM 1N 5D Hydralifts/boas Trucks 10 tors and under 17.35 4.71 1N SD Hydralffte/ Boor Trucks over 10 cans 19.995 4.71 1M SD Loaders, a yde & over 20.75 4.71 1N SD Loaders, Overhand 6 yards up to & yards 2O.2S 4.71 1N SO Loaders, Overhead under 6 yards 19.21 4.71 IN 5D Lacametives, All 19.81 4.71 1N SD Mechanics, All 00e1dors) 19.81 4.71 1N SD Mixers, Asphalt Plant 19.91 4.71 1N SD Motor Patrol Grader - Non-flnlshinB 19.4% 4.71 1N SD Motor Patrol Grader - Finishing 19.81 4.71 1N 50 Mucking Machine, Note, 20.25 4.71 1N 50 Turmal Drill anrt/ar shield oil Distributors, Blowers, eta. 17.35 4.71 1N ?0 Otter Driver on Truck crane 19.45 4,71 1N SP Pevamsnt gr*sker 17.39 4.71 1N 50 Perarnent Shaft-type Elevator or Nanlfft 17.35 4.71 1N 5D Piledriver 19.81 4.71 1N 5D Plant Loader (Asphalt) 19.81 4.71 1N SO Porthole bisaer, N*ehanical 17.35 4.71 101 5D Power Plant 17.35 4.71 1N 5D Pump Trick Mounted 19.81 4.71 10 5D Concrate Pump with Bom Attachwnt Pups, Water. 17.35 4.71 1N 50 Gu.d 9 and Similar, D-10 and ND-41 20.25 4.71 1N 50 Aawte Control operator 20.25 4.71 1N SD Rott"M 20.25 4.71 1N 5D Roller, Other then Plant Rood Mix 17.35 4.71 1N SD Rollers, rlmntmis or 19.45 4.71 1N SO Nwltilift Materfals - rmWsition Materials Rot*-Mill Pavement 19.21 4.71 1N SO Saw, Cwwrets 19.45 4.71 IN 5D scrapers - Wry All 19045 4.71 1N 5D Scrapers, Concrete 19.45 4.71 1N Sa Scrapers, Self-propatled 43 yards and over 20.25 4.71 1N SD Scrapers, Self-propelled under 45 yards 19.01 4.71 iN 50 Based Men 10.81 4.71 1N 50 shotcrate &unite V.35 4.71 1N 5o Shovels and Attachments. 6 yards & over 20.75 4.71 1N SD Shush 3 ris 4 under 19.21 4.71 10 $D Shovels veer 3 yrrds to 6 yuda 20.25 4.71 1N SO flipforw Pavers 20.25 4.71 1N SD Sprosders, Blow Knox 19.45 4.71 1N 5D sub-grader - Triwaer 19.81 4.71 1N SD Taws Crane 20.75 4.71 iN SD Trectara 60 NP A under 19.45 4.71 1N 50 Tractors over 60 NP 19.51 4.71 10 5D Trenspbrtsrs, All Trask or Truck Type 20.25 4.71 iN SD Trenching Nsohirwo 19.45 4.71 1N 5D lh*ol Tractors, Farsll Type 17.35 4.71 1N 60 Taro Dozer 19.81 4.71 1N 50 POM 1WIFM1 oPERATtIItS - YTIL1TiEN WIISTRWTIGN (SEE FOWER 6l IP06111 OPERATORS) POWER LINE CLEARAMCE TWE TRIMMERS Chipparo.n 12.90 3.50 4A SA Rprsy Mar, 12.90 3.50 4A SA Tres Trimmer 19.12 4.31 4A SA Tres Trimmer Groui*Aw n 11.30 3.45 4A SA Jourrsy-lsvel in Charge 16.67 4.40 4A SA an NEFRIUMATIM AM AIR CONDITIONING fECUNIC All Cleasiflefatiors 18.79 8.06 1D SA a� N 04.i14i92 12:09 V4350724 CITY/ARLINGTON '6 dub WISHINGTON STATE PREVAILING MAN RATES - EFFECTIVE 43-"-U 7 sommum ate STY (SEE NENEFIT WK ICET) NOM Y NOURLY OV13 WAGE FRINGE TIME NOLIOAT NOTE jdMIF1CATI910 ^PAR_ SIAEFIS _CME_ ** NAESIOENTIAL CO ST11=30M Res. Carpenters 11.0s 3.50 1 Res. cam.nication Tech. 12.07 0.00 1 Res. Drywall Tapers 111.95 0.00 1 Res. Electricians 13.25 2.79 1 An. Electranie Tech. 12.07 0.00 1 Res. Glaziers 10.72 0.00 1 Res. Insulation Appl. 11.00 2.96 1 Res. Laborers &.&1 0.38 1 Res. Painters 11.78 0.00 1 Res. PtLa hers 12.21 3.55 1 Res. Wrigerstion Nech. 12.21 3.55 1 Rae. Air conditioning 12.21 3.55 1 An. Shalt Natal Nech. 13.55 2.70 1 RdOFF3f AND W17F1rF1100FERf Journey Lm"I 19.60 3.40 is SA Using Irritable Nateriais 22.60 3.40 1s 5A *+ MEET WTAL NOetEa1C Sheet Matat Mechanic 22.11 5.25 1i ** SUN mumns All Classifieations 14.30 1.73 I •' SIGN MAMAS AM INSTALLERS (ELECTRICAL) Journey Level 14.30 1.73 1 Steak Person 7.17 1.52 1 +" SOFT FLM LAYEM Journawn 17.59 8.04 Is ** SOLAR CMTRC" FOR YIM MS All Classifiostions 5.83 0.51 1C 5x aR *+ SPRI1K78 FITTERS - FIRE PREVENTION Journeymn 23.19 9.83 1s SC +* STAN RIOGIMC rEa MICS Negli-is 10.50 2.73 1 SLAWYMS Chain Person 9.35 0.00 1 Instr-nt Person (junior Engineer) 11.40 0.00 1 Party Chief 13.40 0.00 1 '* Tam"MOM LINE COMrrrw=lm - OUTSIDE Cable Wiser - Telephone Linemen 17.19 2.27 1s 5A Spacial Apparatus Installer I 17.19 Z.27 1s 5A1 Special Apparatus Installer 11 16.79 2.25 1s SA Installer - Repeirw 16.36 2.24 1s 5A 1*1*0" Equipmmnt Operator - Heavy 17.19 2.27 19 SA Telephone Equipment Operator - Light 15.79 2.22 19 SA JourneYmn Telephone Llnesrn 15.79 2.22 1S SA Role 0iamr, Groundmon 8.40 2.00 Is 5A True Trimmer - Telephone Linn 15.79 Z.ZZ 1s SA Pala sprayer 15.79 2.22 1s SA T.V. Systw Technician 14.01 2.17 1s 5A T.Y. Tachniaian 12.32 2.12 1s M T.Y. Urn _ 11.32 2.09 is 9A T.Y. aran4an 7.as 1.99 Is SA ++ TEMAmo W111MRS AM TILE 1ME11 RS All Cleasifioatians 20.35 3.75 Is SA 114/14/�JL lL: l l9 %Xq;iOu I UN WtSHiNGTON STATE PREVAILING W1(E RATES - EFFECTIVE 03-04-92 =mom[! tMLNv CKE K EFIT COO W) ROtl Y 11mmT OWN WSE RINSE TINE WLMAY NOTE MMIFICATT as TILE. mpias AND TERRAZXO FINISHERS Journeyman 16.311 3.711 1s SA ++ MWIC CONTRA. 51211 t Journyvw 111.114 2.47 1t( SA M To= ORIYF=! A-Frans or Mydretift Trucks or Similar 19.31 4.29 1N SD luppymobile and Similar 19.00 4.29 iN 50 Bulk Cement Taritet 19.16 4.29 1N 5o suit Lifts, or similar 19.12 4.29 1N So Equipaent (Not tlarehsusing) 7N Sa Bull Lifts, yr Similar 15.03 4.29 Equipment (tear 6mminc) 1N SD Sus or Emgtay.a Haut 18.83 4.29 Ounpeter 0 - 05 yards 18.73 4.29 1M 5o Oupstor Own 5- 12 yds 18.95 4.29 101 5D Duspeter Over 12 - 16yde 19.36 4.29 1N 5o Dupeter Over 16 - 20yds 19.41 4.20 1N 50 OtaWater Owr 20 - 30yds 19.50 4.29 iN 5o D►mpetsr Over 30 - 40yds 19.74 4.29 iN 50 Dumpater Over 40 - 55yde 19.90 4.29 1N 5o (Fifteen cents (e.15) per hour increase for each 10 Yard increment over 55 Yards.) Escort Driver/Pilot Car 13.67 4.29 1N so Explosive Truck (Field Mix) and Similar 19.05 4.29 1N 3D Flatbed Truck - Dtal Near Axis 18.94 4.29 1N 5D Flatbed Truck - Single Near Axle 16.92 4.29 1N SD Fuse Truck, Area" Truck, Creaser, Battery 12.83 4.29 1N SD and/or Tire lerviee Man Nyotor (Routing bulk Loose Aggregates) 19.00 4.29 1N so Leverman end Loaders at 18.73 4.29 1N so Bunkers rd latch Plants Lobed and Heavy Duty Trailer: Under 50 T 19.05 4.29 1N SD Lobed and Heavy Duty Trailers 50 - 100 T 19.33 4.29 1N 50 LoWnd and Heavy Duty Trailer: Mar 100 T 19.49 4.29 iN 5D Naahwtiia 19.17 4.29 1N 9D mechanic Hatper 18.58 4.29 IN so tN 5o Oil Distributor Driver (Road) 19.16 4.29 Oil/Trwiwo't Tanker 16.54 4.29 1N 5o Pick-up Truck 16.92 4.29 1N 5D Pickup Swspar 16.92 4.29 1N 5o Scissors Truck 11k.S3 4.29 1N 50 Slurry Truck 19.05 4.29 iN 5D ire-go end similar 19.05 4.29 1N 5D Straddle Carrier (Rose, Nyeter, and Si■ilar) 19.w 4.29 1N 5D Swexper 12.73 4.29 1N 5D Trim Driver 18.78 4.29 1N 5o Tractor, Small Nubbar-Tlred 18.113 4.29 1N SD Trwwft-Nix 0 - 4.5 yds 19.04 4.29 1N 301 Trsnsit-Nin over 4.5-bvd 19.21 4.29 1N 5o Transit-Nix Over 6 - " 19.27 4.29 1N 5D Transit-Nix Over 0 -10yd 19.53 4.29 1N 5D Tranit-Nix over 10-124 19.70 4.29 1N So Transit-Nix own 12-16yd 19.16 4.29 1N 50 Trwolt-Nix Over 16-200 20.02 4.29 1N SD Transit Mix Over 20 yds 20.18 4.29 1N 3o Vacuum Truest I&S3 4.29 1N 5D uaralwnwsman A Cbwkers 18.73 4.29 1N 5D Voter moan A Tork Truck. tip to 1600 got 18.83 4.29 1N 90 "tar Waeon A Twtk Truck: 1600 - 3000 set 19.00 4.29 1N 5D Motor woo fin i Twrk Truce Der 3000 Bel 19.16 4.29 1N 5o Winch Trucks Dust Near Axle 19.05 4.29 IN 50 Winch Truck: linsto Ater Axle 18.a3 4.29 1N SD Itrvckw. Tow Truck, end similar 18.83 4.29 1N 50 04/14/92 12:11 04350724 CITY/ARLINCTON Z 010 WASHINGTON STATE PREVAILING WAGE RATES - EFFECTIVE 03-06-M >NbMa117il,COM(T7 (stl REFIT CODE IRA NOIRLT NOI Y WEE mug FRIIICE TIE MMEMT NOTE C ASSIFIghTi RATE DENEfI ++ MML DRILLERS 1rriRRtion Pup lnK*llers 11.60 0.00 1 Oiler 9.4s 0.00 Weil Driller 11.60 0.00 1 a + 04/14/92 12:11 $435 74 CITY/ARLINGTON Kff FiT CODE KEY EFFECTIVE 03-04-92 � MM*M •• R�'RMYM�*f*fNMfttNasKiww�1►�f�M�rwwylw�w�Mf7� OVERTIME CODES 1. ALL HOURS WORKED IN EXCESS OF EIGHT (a) HOURS PER DAY OR FORTY (40) NOW$ PER WEEK SMALL BE PAID AT ONE AND ONEINALF TIMES THE HOURLY RATE OF WAGE. A. ALL HOURS WORKED ON SATURDAYS, StMAYS AND HOLIDAYS SMALL ALSO BE PAID AT ONE AND ONE-HALF TIMES THE NDuRLY RATE OF WAGE. B. ALL HOURS WORKED ON SATURDAYS SMALL BE PAID AT ONE AND OBE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUHDAYS AND HOLIDAYS SMALL BE PAID At DOUBLE THE HOURLY RATE OF WAGE. C. ALL HOURS WORKED ON SUINDAYS SMALL SE PAID AT DOUBLE THE HOURLY RATE OF WAGE. 0. ALL HOURS WOR!<fD ON NDLIDAYS SMALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. It. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS), SLWAYS AM HOLIDAYS SWILL ALSO BE PAID AT ONE AND ONE-RALF TIMES THE HOURLY RATE OF WAGE. F. ALL HOURS WORKED ON SATURDAYS, SUNDAY$ AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. 0. ALL HOURS WORKED ON SATURDAY AND SUNDAY (EXCEPT MAKEUP DAY) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE NOUNLT RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HONLY RATE OF WAGE. N. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AM ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAY$ SMALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL MOM WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE, IN ADDITION TO THE REGULAR HOLIDAY PAY, I. ALL HOURS WORKED ON SATURDAYS AND SUNDAY$ (EXCEPT MAKEUP DAYS DUE TO INCLEMENT WEATHER) SHALL BE PAID AT ONE AND DNE-NALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. J. THE FIRST EIGHT (B) HOURS ON SATURDAY SMALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE Of WARE. ALL HOURS WORKED IN EXCESS OF EIGHT (a) HOURS ON SATURDAY, AND ALL HMS; WORKED ON SUNDAY$ AND HOLIDAYS SMALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. K. ALL MOURS WORKED ON SATURDAYS AND SUNDAY$ SHALL BE PAID AT ONE AID ONE-HALF TIMES THE MO ALY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. L. ALL NO=S WORKED ON SATURDAYS (EXCEPT AS A MAKEUP DAY) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL NOURS WORKED ON HOLIDAYS SMALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE, IN ADDITION TO THE REGULAR HOLIDAY PAY. M. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS If WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS) SMALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SMALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. N. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) SHALL BE PAID AT ONE AND ONE-HALF TINES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. O. ALL HOURS; WORKED ON SATURDAYS (EXCEPT FOR MAKEUP DAYS) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUHDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. P. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS (EXCEPT MAKEUP DAYS) SHALL BE PAID AT ONE AND ONE- HALF TINES THE HOURLY RATE OF MAN. 0. ALL HOURS WORKED ON SATURDAYS (EXCEPT FOR MAKE-UP DAYS DUE TO INCLEMENT WEATHER) AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS, SHALL BE PAID AT ONE AND ONE HALF TIMES THE HOURLY RATE OF WiRGE. 1 04/14/92 12: 12 04350,7224 CITY/ARLINGTON z 012 R. ALL HOURS WORKED ON SUNDAYS AND NOCIDAYS SHHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. S. ALL HOURS WORKED ON SATURDAY$ SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE PLUS HEALTN AND WELFARE AND VACATION, Y. ALL HOURS WORKED ON SATIRRDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES TOE HOURLY RATE OF WAGE. FOR ALL HOURS WORKED IN EXCESS OF EIGHT (B) NOUNS PER DAY OR FORTY (40) HOURS PER WEEK AND FOR ALL HOURS WORKED ON SATURDAYS, SLMHDAYS AND HOLIDAYS, THE HEALTH. WELFARE i DENTAL, AND VACATION BENEFITS SHALL HE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE. PENSION AND TRAINING SHALL BE PAID AT THE REGULAR HOURLY RATE. U. ALL HOURS WORKED ON SATURDAY$ SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT TWO TINES THE NOURLY RATE OF WAGE. ALL HOURS WORKED ON LASOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. V. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT THE PREVAILING HOURLY RATE OF WAGE 11 ADDITION TO THE HOLIDAY PAY. V. ALL HOURS WORKED ON SATURDAY$ AND SUNDAYS SMALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. SATURDAYS AND SUNDAYS MAY BE WORKED AS A MAKE-UP DAY AT THE PREVAILING HOURLY RATE OF WAGE (NO OVERTIME) WHEN WORK IS LOST DUE TO ANY REASON BEYOND THE ENPLOYER'S CONTROL. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. X. ALL WM WORKED ON SATURDAY$ SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE PLUS ONE AND ONE-HALF TIMES THE VACATION, HEALTH, WELFARE AND DENTAL BENEFITS. ALL MRRS WORKED ON SLRNOAYS AND HOLIDAYS SMALL BE PAID AT TWO TIMES THE Na A LY RATE Of WAGE PLUS TWO TIMES THE VACATION, HEALTH, WELFARE AND DENTAL BENEFITS. Y. ALL HOURL WORKED ON SATtNWATS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL NOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE Of WAGE. WHERE CONDITIONS REQUIRE WORK TO BE DONE ON SATURDAY, THE WORK WEEK MAY BE TUESDAY THROUGH SATURDAY. 1 Z. THE FIRST EIONY HOURS ON THE FIRST SHIFT ON SATURDAY$ SHALL BE PAID AT ONE AMP OHE'HALF TIMES THE HOURLY RATE OF WARE, ALL OTHER HOl1RS WORKED ON SATURDAYS AND ALL HOURS WORKED ON SUNDAYS AND NOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. 2. ALL MOORS WORICED IN EXCESS OF EIGHT (B) HOURS PER DAY OR FORTY (AO) HOURS PER WEEK SMALL BE PAID AT ONE AND ONE-RALF TIMES THE HOURLY RATE OF WAGE. A. THE FIRST SIX (6) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL NMI WORKED IN EXCESS OF SIX (6) HOURS ON SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. S. ALL MOORS WORKED ON SATURDAYS (EXCEPT WHEN WORKED AS A MAKE-UP DAY) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE, ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT TWO TINES THE MOURLY RATE OF WAGE. ALL HOURS WORKED 09 HOLIDAYS SHALL BE PAID AT ONE AND CBlE-HALF TIMES THE HOURLY RATE OF WAGE, PLUS HOLIDAY PAY (IF ELIGIBLE). C. THE FIRST TEN HOURS WORKED ON SATURDAY SHALL BE PAID AT ONE AND ONE-NALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF ELEVEN HOURS PER DAY, MOMNAY THROUGH FRIDAY, ALL HOURS WORKED IN EXCESS OF TEN HOURS OR SATURDAY$, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WM, D. ALL HOURS WORKED ON SATURDAY SHALL BE PAID AT ONE AND ONE-NALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDATS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOIMRS WORKED ON HOLIDAYS BULL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE, IN ADDITION TO THE REGULAR STRAIGHT-TINE PAT FOR HOLIDAYS. E. ALL HOURS WORKED ON SATUBDAVS OR HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE-RALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS OR ON LASOR DAY SHALL BE PAID AT 7W TINES THE HOURLY RATE OF WAGE. F. ALL HOURS WORKED IN EXCESS OF FIVE (S) DAYS SHAL ALSO BE PAID AT ONE AND ONE-HALF TINES THE NOURLY RATE OF WAGE. OVERTIME FOR OVER FIVE (S) DAYS MAY BE WORKED A STRAIGHT TIME BY MUTUAL AGREVEN'f IN WRITING. 2 04/14/92 12. 13 $4350 72 4 C 1 TY/ARL I NGTON U 13 4. ALL II"S WORKED IN EKCESS OF EIGHT (S) HOURS PER DAY OR FORTY (40) NDIMRS PER WEEK SMALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE, A. ALL H"t WORKED ON SATURDAYS, SLODAYS AND HOLIDAYS SMALL RE PAID AT DaJVLE THE HOURLY RATE OF WAGE. HOLIDAY CODES 5. A. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE OAT, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AIR) CHRISTMAS OAT (7). S. HOLIDAYS: NEW YEAR'S DAY, H84MIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMLIS DAY (S). C. MOLIDAYB: NEW TEAR'S DAY, WASMINGTON'S BIRTHDAY. MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING OAT, AND CHRISTMAS DAY (9). 0. HOLIDAYS: NEV YEAR'S DAY, MEMORIAL DAY, INDEPOWENC9 DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AM SATURDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). E. NOLIOAYSs NEW YEM'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, AND PRESIDENTIAL ELECTION DAY (5). F. HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR PAT, PRESIDENTIAL ELECTION DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (9). G. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (7). N. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, AND CO UTMAS (6). 1. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (A). J. HOLIDAYS: NEW TEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, DECEMBER N:TN, CHRISTMAS DAY, AND DECEMBER 31ST (9). K. NOLIDAYSI NEW TEAR'S DAY, WASNINGTON'S BIRTHDAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, CHRISTMAS DAY, AND A DAY OF THE EMLOYEE'S CHOICE (7). L. HOLIDAYS: NEW YEARS DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS DAY, AND CHRISTMIAS DAY (9). N. NOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAT AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS DAY, AND CNRISTMAS DAY (a). N. HOLIDAYSi NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVtNG DAY, AND CNRISTMAS DAY (9). O. PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'i BIRTHDAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHNIST04AS DAY (A). P. PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, W-MORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY. AND CHRISTMAS DAY (B). 0. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRIST14AS DAY (6). R. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (7). 3 �. J 04/14/92 12:13 '04350724 CITY/ARLINGTON 014 B. HOLIDAYS, NEW YEAR'S DAY, MEMORIAL DAY,' IMDEPEMDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). HOLIDAYS WORKED ON AN EMPLOYEE'S REGULARLY ESTABLISHED WORKDAYS SMALL BE COMPENSATED AT TMO AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. HOLIDAYS WORKED ON AN EMPLOYEE'S REGULAR DAYS OFF SMALL BE COMPENSATED AT TWO TIMES THE HOURLY RATE OF WAGE. PART-TIME EMPLOYEES WORKING ON HOLIDAYS SMALL BE CCMPENSATED AT ONE AND ONE-MALF TIMES THE HOURLT RATE OF WAGE. T. PAID UOLIDAYSI SEVEN (T) PAID HOLIDAYS. U. PAID, HOLIDAYS: NEW YEAR'S DAY, YASHINGTON'S BIRTHDAY, INDEPENDENCE DAY, LAM M DAY, THANKSGIVING DAY, CHRISTMAS DAY, AMD A DAY OF THE EMPLOYEES CHOICE (7). V. PAID HOLIDAYS: SIX (A) PAID NOLIDAYS. W. PAID HOLIDAYSc NINE (9) PAID HOLIDAYS. X. HOLIDAYS: AFTER 524 HOURS - NEW YEAR'S DAY, THANKSGIVING DAY AND CHRISTMAS DAY. AFTER 20K)O HOURS - NEW YEAR'S OAT, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, CNRISTRAS DAY AND A FLOATING HOLIDAY (8). Y. NOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, 'INDEKI DENCE DAY, LABOR DAY, PRESIDENTIAL ELECTION DAY, THANKSGIVING DAY, THE FRIDAY FOLLOWING TMANKSdviNG DAY, AM CHRISTMAS DAY (8). X. PAID HOLIDAYS: EIGMt (S) PAID HOLIDAYS. 6. A. PAID HOLIDAYSc NEW YEAR'S DAY, THE DAY BEFORE OR THE DAY AFTER NEW YEAR'= DAY, WASHINGTDN'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, AND THE DAY BEFORE OR THE DAY AFTER CHRISTMAS DAY (10). B. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANMIVING DAY, THE DAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS DAY, CHRISTMAS DAY, AND THE DAY BEFORE NEW YEAR'S DAY (9). C. HOLIDAYSc MEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (9). D. NOLIDAYS, NEW YEAR'S DAY AND THE FRIDAY AFTER THANKSGIVING DAY (2). PAID HOLIDAYS, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY AND CHRISTMAS DAY (S). E. HOLIDAYS: NEW YEARS DAY, MEMORIAL DAY, LAST MONDAT IN MAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AND SATURDAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY (9). F. HOLIDAYS: NEW YEARS DAY, WIISHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR PAT, ARMISTICE DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY (9). 0. HOLIDAYS, NEW YEARS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY AND CNRISTMAS DAY. PAID HOLIDAYS: PRESIDENT'S DAY. N. HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR DAY, MEMORIAL DAY, INDEPENDENCE DAY, LARDR DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAT, AND CHRISTMAS DAY (8). NOTE CODES i. A. ALL CLASSIFICATIONS, INCLUDING ALL APPRENTICES, REPORTING TO AN EMPLOYER'S DESIGNATED JOB NEADOUARTERS AND WORKING A MINIMUM OF FOUR (4) NMAS IN ANY ONE Cl) DAY SHALL RECEIVE A PER DIEN ALLOWANCE OF TWENTY-FOUR DOLLARS (f24.00) IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS. B. THE WAGE RATES AND DEPTH PREMIUMS ARE FOR SURFACE SUPPLIED DIVERS AND SCUBA DIVERS. THE STANDBY RATE OF PAY FOR DIVERS SMALL BE ONE-HALF TIMES THE DIVERS RATE OF PAY. C. ONE (1) WEEK VACATION AFTER oK (1) YEAR OF SERVICE. PART TIME EMPLOYEES (WORKING 20 HOms OR LESS PER WEEK) ARE NOT ENTITLED TO RECEIVE ANY FRINGE BENEFITS. 4 1 ' 04i14i92 12: 14 $4350724 CITY/ARLINUTON Z 015 o. E. ALL CLASSIFICATIONS, INCLUDING ALL APPRENTICES, REPORTING TO AN EMPLOYER'S DESIGNATED JOB HEADQUARTERS AND WORKING A MINIMA OF FOUR (4) HOURS IN ANY ONE (1) DAY SHALL RECEIVE A PER DIN ALL&AANCE: OF TWENTY-FOUR DOLLARS ($24.00) IN ADDITION TO THE PREVAILING HOURLY RATE OF WAGE AND FRINGE BENEFITS. F. FIVE (5) DAYS VACATION AFTER DINE YEAR OF SERVICE. TEN (10) DAYS VACATION AFTER THREE YEARS OF SERVICE. G. 5.25 PER A" VACATION AFTER ONE YEAR OF SERVICE. 8.50 PER HOUR VACATION AFTER TWO YEARS OF SERVICE'. N. TWO (2) WEEKS VACATION AFTER ONE (1) YEAR OF SERVICE. PART TIME EMPLOYEES (WRKING 20 HOURS (1R LESS PER WEEK) ARE NOT ENTITLED TO RECEIVE ANY FRINGE BENEFITS. 1. A►PROITICE$ BELOW WX RECEIVE A PENSION CONTRIBUTION IN THE AMIDUNT OF S.75. APPRENTICES SOX AND ABOVE RECEIVE A PENSION CONTRIBUTION IN THE AMOUMT OF S1.55. J. NO WORK $HALL W PERFORMED ON LABOR DAY OR CHRISTMAS DAY EXCEPT WHEN LIFE OR PROPERTY 1S IN IMMINENT DANGER. SMUULD ANY OF THESE HOLIDAYS FALL ON SUNRAY, THE FOLLOWING WMAY SHALL BE CONSIDERED A LEGAL HOLIDAY. X. VETERANS DAY AND THE FRIDAY AFTER THANKSGIVING ARE OPTIONAL HOLIDAYS AND ARE PAID AT ONE AND- ONE-HALF TINES THE REGULAR RAT6 OF PAY ONLY WHEN WORKED. L. FIVE (5) DAYS VACATION PER TEAR. NOTE: PART TIME EMPLOYEER (WORKING 20 HOURS OR LESS PER WEEK) ARE NOT ENTITLED TO RECEIVE ANY FRINGE BENEFITS. M. FIVE (5) DAYS VACATION AFTER ONE YEAR OF SERVICE, TEN (10) DAYS VACATION AFTER TWO YEARS OF SERVICE. NOTE: PART TIME EMPLOYEES (WRKING 20 HOURS OR LESS PER WEEK) ARE WT'ENTITLED TO RECEIVE ANY FRINGE BENEFITS. N. MARILE MASOMIS AND GRANITE MASONS RECEIVE AN ADDITIONAL $1.00 PER NOUR, 0. FIVE (5) DAYS VACATION AFTER ONE (1) TEAR. c P. 0. FIVE (S) DAYS VACATION PER YEAR. PART TINE EMPLOYEES (WORKING 20 HOURS OR LESS PER WEEK) ARE NOT ENTITLED TO RECEIVE ANY FRINGE BENEFITS. R. FIVE (5) DAYS VACATION PER YEAR. S. ONE WEEK VACATION AFTER ONE YEAR OF SERVICE. TWO WEEKS VACATION AFTER THREE YEARS OF SERVICE. THREE WEEKS VACATION AFTER NINE YEARS OF SERVICE. T. TWO WEEKS VACATION FOR ONE TO THREE YEARS OF SERVICE. FOUR WEEKS VACATION FOR THREE TO SIX YEARS OF SERVICE. SIX WEEKS VACATION FOR SIX OR MORE YEARS OF SERVICE. 5 w � �a I. -M z 3 =' •� CL w w A -CAO r a oo y„ u d O C u u p w L' �f lop, C $ a° OF h c W o` c •v u v� c a. E t o ° •� � o $, Q � 3 � � � b° 'u' o C�Gx h B 3 d a.•� �d .e. or 50 u v 4 u a+ 4 o u Q 4 " ,a is m oC u gol . O G 'ti � o � a a aka $ s' . o cc � � � .. � mad W. �b � o. me 0,04 G y L) Go-5 ° u u a2 °A Y ay � per; a, ea � a '� U D4 oo E o w Epp a V h a �, aC 0.u' V `oar o o � W. CFyr s�► '� Z p O w C 24 4V- eN�1 u C rl p E oC b r •y a m � aQ � Z M " 4 ~ � � oo is C 'woo do ou �1 °' �i �: r�r V • �r4. itl- N Op .°r rn u . ,C ��y y.., c� �.r i" N 00 ou > ° ,o W Q c OEWQc o A Ea`o u .moo, P K40 as a'u a aU Int. in u p� 3 3 O Z �o �. O � � c u c � _ � �'� � o v ° p` �, o o �� ri � m w� • .� a` u � c d � � ..rJ. c � O a .. F G7 � � � y 3 � � � $ c F• � -" 'nfli � r,a0'o ,$„ $ o � .o, a,�a �c y " L" Q 'q �' V -- v t' G7 't 3 am J .0 'J a W v ' w IA CD oo ES 0 c Is �:. at C� 4 L rr U W tf r V �h 'r v b ++ N O y ►, 4 c� r �j vi O u O. w 'S 0 w y U U �+ o U p v°, 2 O .r ° c a a a 'a h W x v a G v M a �? G.7 c = >+ h U F+ `o a U o v v b v OG d 3 �°i a w t° u CiG Me)►"KT T'TVW 1 T t b7.1 Ac�'b Q IT :7.T 7.Ri6T ibA e -� A/14i92 12: 15 $435007 4 C1TY/ARLINGTON Z 017 86-03-063 (Order 85-28), §296-127-020,filed 1117/86. Statutory Authority: RCW 39,12.015,39.12.060 and House Bill 795,19821 st ex.s.a 38. 82-18-O41 (Order 82-28), §296-127-020.filed 8/27/82.] WAC 296-127-021 APPRENTICE WORKER.Any apprentice employed on public works projects for whom an apprentice agrcxmcnt is rtgistcmd and approved by the state apprenticeship council pursuant to chapter 49.04 RCW within 60 days of hiring may be considered an apprentice and paid the applicable prevailing hourly rate for an apprentice of that trade for all hours worked. fStarutoryAuthority: RCW 39,12.015,39.12.060 and House Bill 795, 1982 1st ex.s.c 38. 82-18-041 (Order 82.28),§296-127-021,filed 8/27/821 WAC 2%-127-022 OVERTIME ACCORDING TO CHAPTER 4918 RCW. (1) Work performed on public works contracts will not require the Payment of overtime rates for the first two hours worked in excess of eight hours per day when the employer has obtained the employee's agreement to work a four-day, ten-hour work week. (2)For the purpose of this section an agreement must: (a) Have been authorized by employees who bargained collectively with their employers through representatives of their own choosing;or (b)Be obtained in writing;and (e)Be obtained individually from each employee;and (d)Obtained separately for each public works project;and (e)Obtained voluntarily, (3)It is prohibited to work more than ten hours in any calendar day on a public works project except in cases of extraordinary emergency, such as danger to life or property. (4)Notwithstanding the above provisions,overtime must be paid for all hours worked in excess of forty hours per week. (Statutory Authority: RCW 43.22.270. 88-19-055(Order 88-21),§296-127- 022,filed 9/1588.] ri WAC 296.127.023 BUILDING SERVICE MAINTENANCE-The"public building service maintenance contracts"referred to in RCW 39.12.020 shall mean janitorial service contracts and cover only work performed by janiitors, waxers,shampooers,and window cleaner.[. For all building service maintenance contracts, the prevailing wage rates which are in effect on the date when the bids are required to be submirted to the contract awarding public agency are the minimum prevailing wage rates which must be paid for the first year of such contracts and thereafter•. However, any building service maintenance contract of more than one year duration,must include wage increase language recognizing the potential for future variance in applicable prevailing wage(s)and specifying that the wages which a contractor shall pay its employees must be altered annually to recognize and follow the 29 March 13 , 1991 TO: Thom Myers FROM: David W. Anderson Building Dept. SUBJECT: Review of Environmental Checklist for Community Youth Center/ Boys & Girls Club Conditional Use Permit 1. Item 3 (c) 1 This has not been addressed, although I assume that the City Engineer is designing the storm drainage. 2 . Item 4 (c) A landscaping plan should be submitted with the building permit application. 3 . Item 6 (c) It states in Item 6 (a) that natural gas heating will be the primary source of heating. If this is the case the Washington State Energy Code is the applicable code. The Northwest Energy Code is eligible for electrically heated buildings only. 4. Item 14 (c) To determine the number of parking spaces required a floor plan should be submitted to calculate the occupant load of the building. Also the floor plan should indicate the use of all rooms within the building. r 1 Adoing�ofl �Aufiodup0 QoQpoQ� 18204 - 59th Drive N.E. • Arlington, WA 98223 (206) 435-8554 238 N. Olympic • Arlington, WA 98223 (mailing address) MEMO TO: Dave Anderson Barry Simmons Terry Castle FROM: Erling Epsedal This is a reminder of Thom's request as per his March 6th memo for information regarding the conditional use permit for the Arlington Community Youth Center/Boy's & Girls' Club. Thom is requesting this information by Wednesday March 13th. I may be at an all day meeting at Sea-Tac on March 13, so if you need any help from me I will be at the Airport office all day March 12. Please leave 2 copies of your information with Melanie and one for myself. Than you. Er1i�J cc: Thom Erling is� CITY OF ARLINGTON DEPARTMENT OF CON04UNITY DEVELOPMENT 238 NORTH OLYMPIC ARLINGTON, WA 98223 435-0724 FAXA35-3906 Jeff McClure Ross & McClure 1223 Commercial Street Bellingham, WA 98225 RE: ARLINGTON COMMUNITY YOUTH CENTER 18513 - 59th Avenue NE Arlington, Washington 98223 Dear Jeff: The submitted drawings have been examined for compliance with the 1988 Edition of the Uniform Building Code. The following items should be corrected on the tracings before the permit is issued: 1. Where the 2-hour area separation walls are constructed of masonry, the block should be specified to be 2-hour blocks which are 55% solid, or the walls should be grouted solid. 2 . The toilet room should be painted GWB to a height of 410" above the floor should have epoxy paint. Sec. 510 (b) . 3 . The center line of the commodes should be not less- than 18" from the wall. 4 . Handicapped signage should be provided. S. The clothes dryer should be vented to the exterior. 1093 U.M. C. 6 . The expansion joint material is noted on sheet S . 042 as referring to the architectural. The architectural refers to the structural and is silent in the specifications. The expansion joint material should be specified and should be a material which will give a 1-hour joint in exterior walls, the interior 1-hour walls, and a 2-hour joint in the area separation walls. See I.C.B.O. Evaluation Report No. 4806. 7 . Masonry walls should be reinforced with not less than a total of . 002 times the gross area of the- walls, - with a minimum of ._0007 in either direction. Sec. 2407(h) 4B. The masonry section of the structural notes has two #4 rebar at 48" o. c. , which is . 0006, which should be corrected. i V S . Roof coverings should be not less than class "B"- roof covering. The exact manufacturer's U-L roofing system number should be submitted prior to the permit being issued. This applies to the noted class "B" torch down roofing membrane which is noted. on the drawings and not specified. Sec. 3203 and Table No. 32-A. Verify at pre-installation conference_ 9 . Exit signs should be provided in the gymnasium, game room, and the community room, showing the maximum occupant load. Sec. 3302 (c) . 10 . a) Three exits should be provided from the gymnasium equalling 19 . 6 feet, divided, approximately equally. Doors 125A and 125B should each be a pair of 3 '-0" doors. b) Three exits should be provided from the tributary area of exits 109A and B. (981-600-381) Games room and foyer (2 00) r crafts and library (2 5) , offices (3) and weight room (12) , totaling 621. The total exit width should be 12 . 4 feet. The games room door should be a pair of 3 ' - 0" doors. c) The above items are based upon U.B.C. Sections 3302 (a)' , 3303 (a) (b) , (c) . d) Exiting from the gym through doors 109A and 109B is permitted as exiting through adjoining areas. Sec. 3303 (e) . 11. All exit doors, including the doors from individual rooms should be openable from the inside without the use of a key. Sec. 3304 (c) . 12 . Corridor 120 should have 1-hour walls and ceiling. Sec. 3305 (g) . Details and sections should be provided showing the 1-hour rated assemblies. Note that two layers of 5/8'" type "X" G.W.B. are required on trusses. Also a fire damper is required in the duct penetrating the corridor walls. Recessed light fixtures should be protective assemblies. Need details. 13 - If the handicapped parking is adjacent to a curb,: a ramp should be provided not greater than 1 to 12 slope, and should not be located in the sidewalk, but should have a landing not less than 5- feet in direction of travel. ' Sec. 33G7 (d) and Sec. 7502 W.B.F.C. 14 . The hot water heater should be placed on an R-10 insulation pad. 15 . Lighting in the community room, the craft and library, and the games room should comply with Section 425 of the Washington Energy Code for -the lighting controls. 16 . The rigid roof insulation should have a total of R-30 layers of R4 . 0 as shown in detail B/A-8 . CODE DATA OCCUPANCY GROUP: A-2 . 1, A-3 & B-2 TYPE OF CONSTRUCTION: V-1 Hr. & V-N SEPARATION OF V-1 Hr., BUILDING: N = 401 E = 45' Scaled S = O' Area Separation Wall W = 01 Area Separation Wall SEPARATION OF V-N BUILDING: N = 0' Area Separation Wall E = 0' Area Separation Wall S. = 230' Scaled W = 65 ' Plus Street BUILDING AREAS: 6, 907 S.F. A-21 8 , 682 S.F. Balance of 1st Floor (Enclosed) 1, 126 2nd Floor(B-2) 507 Mechanical Room BASIC ALLOWABLE AREA FOR V-1 Hr. (A-2 . 1) = 10, 500 S.F. BASIC" ALLOWABLE AREA FOR V-N (A-3) = 6, 000 S. F. BASIC ALLOWABLE AREA FOR V-N (B-2) = 8 , 000 S. F. ALLOWABLE INCREASE FOR SEPARATION ON TWO SIDES = 50% TOTAL ALLOWABLE AREA FOR V-N (A-3) = 9 , 000 S. F. TOTAL ALLOWABLE AREA FOR V-N (B-2) = 12, 000 S. F. VALUATION: 6, 907 x $58 . 3"0 x . 88 = 354 , 357 . 00 8 , 682 x $55 . 20 x . 88 = 421, 737 . 00 1, 126 x $21.90 x . 88 = 12 , 981. 00 507 x $13 . 10 x . 88 x . 8 = 5 , 848 . 00 $794 , 923 . 00 Sincerely, David W. Anderson - Building Department DA/ls 06- 4 -84? f 1ARSHALL 814 P02 SEP 21 '9.1 08:45 Mr. W.B. Lehner September 14, 1992 Page 2 4. A Certificate of Compliance (NFPA, 72 2-2 . 2) , Owners Manual (NFPA 72 2-2 . 3) with operators instructions, Description of routine maintenance, trouble shooting instructions , Service directory with names, telephone ziumbers and addresses of service providers and as-built drawings must be provided after completion of the system. 5 . Duct smoke detectors indicated to be provided by mechanical contract must be mounted downstream of filters , connected to fire alarm system and provide control of the fans to meet code. (NFPA 72 3-3 . 4-) (NFPA 90A 4-4. 1,) (NFPA 72E 4-9. 4. 8) (90A 4-4. 3 . 2) , (90A 4. 2) . The compatibility . of the smoke detectors with the Fire Alarm system must be determined prior to i.nterconnecta,on. 6. A dedicated power circuit Marked "Fire Alarm System" must be provided with mechanical protection on the breaker . (NFPA 72 5-4. 2) I . Digital Alarm Communicator (DAC) (2 lines). must be connected, ahead of all telephone equipment and transmit 'alatm, trouble and supervisory conditions . (NFPA 72 8-7) 'lease advise what action is to be taken. Sincerely, Jack A. Marshall PAX (206) :747-8426 ARLBOYS . 001 00189F MEMO TO: BARRY SIMMONS, TERRY CASTLE, ERLING ESPEDAL AND DAVE ,1 ANDERSON ' _ 'V FROM: THOM MYERS, CITY ADMINISTRATOR SUBJECT: ARLINGTON COMMUNITY YOUTH CENTER/BOYS & GIRLS CLUB - CONDITIONAL USE PERMIT DATE: MARCH 6, 1991 AT ISSUE: The city is applying for a conditional use permit for the Arlington Community Youth Center/Boys & Girls Club. I expect to be on the Planning Commission agenda for April 2, 1991. Each of you is familiar with the project to some detail. I also recognize that it is an important city project and at the same time you are being requested to provide information as well as review the application. The rule I expect each of you to follow in the review process is to require this project to meet the standards you have required of other conditional uses. It is a city project, however it is expected that requirements for the project are the same as those for private projects. REQUEST FOR INFORMATION : Recognizing that the application is being prepared and will be reviewed by all of you later I am asking you to provide information. Barry Simmons - Please provide the following : 1. Legal description of the parcel. 2. Identify parking requirements. 3. Storm drainage requirements. 4. Any other thoughts you may have. Terry Castle - Please provide the following : 1. Statement that water/sewer service is available. 2. Requirements for site service and requirements for fire prevention i. e. fire hydrant. 3. Review location of bus pull out and site access. Identify concerns and solutions. 4. Sanitary sewer service - Identify needs and methods. 5. Any other thoughts you may have. _ I I I Arlington Community Youth Center/Boys & Girls Club March G, 1991 Page 2 Dave Anderson - Please provide the following. 1. Energy conservation requirements if any. If none please add your thoughts. 2. Any other thoughts or ideas you may have. E-rlina Espedal - You are heading up the campaign and as such I am requesting you to check with each of the above to be sure they have the information so they can provide the information. Also, each staff member is free to contact Erling with needs or questions. Attached is a draft copy of the application and SEPA checklist. Please add your comments and suggestions. Please return all of the above by March 13, 1991. r 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including 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. Located on the southern portion of the site known as Bill Quake Field. East and adjacent to 59th Drive. Access tot eh facility is from 59th Drive approximately feet south of the intersection of 59th Drive and 188th. See Attached site & location maps. TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY B. ENVIRONMENTAL ELEMENTS 1 . Earth a. General description of the site (circle one) : Flat, rolling, hilly, steep slopes, mountainous, other flat b. What is the steepest slope on the site (approximate percent slope) ? none 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 soils, specify them and note andy prime farmland. Sand, Gravel - d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. 4,No e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill . 3 Only.. grading site preparation. No fi.11t: involLedd, f. Could erosion occur as a result of clearing, construction or use? If so, generally describe. NOS. , g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings) ? ;,12% 4 h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any : N/A L;i.6'.. 2. Air a. What types of 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. Emissions - ?rucks.. _", during construction. Aft er.::.conatruct ion"none. 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 : ,N/A 4 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, lease describe and attach available plans. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate 4 the area of the site that would be affected. Indicated the source of fill material,,-' `A 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. a.NOg 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. y 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. INO 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) are expected to serve. None 5 C. Water Runoff ( including storm water) : !�!� 1 ) Describe the source of runoff ( including storm water) and method of collection and 0 disposal, if any ( include quantities, if known) . Where will this water flow? Will this water flaw into other waters?describe. ST012-m- -p�2 A l U- �s `bJ3<1ET j Ki4f_w 2) Could wa materials enter ground or surface wate ? ? NO' If so, generally describe. d. Proposed easures to reduce or control surface, groun , and runoff impacts, if any : �L oil grease se rators. 4. Plants a. Check or circle 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 crap or grain wet soil plants :cattail, buttercup, bulrush, skunk cabbage, other water plants : waterlily, eelgrass, milfail , other other types of vegetation b. What kind and amount of vegetation will be removed or altered? The property was , a logged in anticipation of construction. There is a 50 foot wide buffer around the proposed site. N� C. Proposed landscaping, use of native / ��4 plants, or other measures to preserve or No enhance vegetation on the site, if any : �u Maintain and replant, where necessary, the 50 foot wide green belt. See attached site plan. 6 i � S. Animals a. Circle 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 . 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 heating b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. i NO �L 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 : Insulated-glazing. Gas forces air system '80% efficient. ,. Also meets requirements of North West Energy Code. ;)' g,- � 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, rick 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. 2) Proposed measures to reduce or control environmental health hazards, if any : 'N/A >. b. Noise 1 ) What types of noise exist in the area which may affect your project ( for example : traffic, equipment, operation, other) ? Equipment during construction 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 (for example : traffic, construction, operation, other) ') Indicate what hours noise would come from the site. 8:00 am to 6:00 pmT 3) Proposed measures to reduce or control noise impacts, if any : NONEI noise, will,,t;,.be . ,:minimal if any , 8. Land and Shoreline Use 8 $ 0 a. What is the current use of the site , and adjacent properties? Site vacant, Industrial city park. b. Has the site been used for agriculture? If so, describe.; NO f c. Describe any structures on the site. .NONE d. Will any structures be demolished? if so, what?,'' NO ; e. What is the current on in classification of the site? RC2."5 'Rura 4Conservat ion ,Zone; f. What is the current comprehensive plan designation of the site? Community Facility/ ;Parks g. If applicable, what is the current shoreline master program designation of the site? d.N/A; h. Has any part of th,e site been classified as an "environmentally sensitive" area? If so, specify.; NO, ' i. Approximately how may people would reside or work in...,_.the completed project ' 3 FULL TIME/2 PART .TIME 7oT.AL j. Approximately how many people would the completed project displace? NONE 9 .1 6 k. Proposed measures to avoid or reduce displacement impacts, if any : ,f,N/A, 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plan, if any : Fits with- adjacent park and is compatible with existing industrial`. 50 ' ''foot green belt - landscaping. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. N/A ; b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle or low-income housing. N/Aa C. Proposed measures to reduce or control housing impacts, if any :N/A 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? Approximately$ 130 feet 0 inches b. What views in the immediate vicinity would be altered or obstructed? ,none ,t C. Proposed measures to reduce or control aesthetic impacts, if any : 50,},foot greenbelt' would be maintained. Site - landscaping," building"setbacks. " 10 11' Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur?r ,Not, l i block ' t �d ' out ^ rY� nde��~ — -^ ^ �� , o«e�n��n�s~r�.�nere are somewzn�pws, -w�thout overhangs on._thelSmuth waKIT-� the Community Room her� .6oul be" some ringthe w�nter''months��"whem^',the` sun is - JL and during the latter days of the sumspr'-moriths.^ b. Could light or glare from the finished project be a safety hazard or interfere with � views? ��_717,NE� `~ C. What existing off-site sources of light or glare may affect your proposal? NO � d. Proposed measures to reduce or control light and glare impacts, if any : The south glazing without overhangs are a ^ ,Low E^ type �(br� ze ' or,�dre��. The `��ourt ^are� outside` the gla�ih g will be landscaped to reduce any glare° im 'act` on`,the` parking lot. 12' Recreation a' What designated and informal recreational opportunities are in the immediate vicinity? Quake Field �, b. Would the proposed project displace any existing recreational uses? If so, describe. None.' Would enhance recreation use. C. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the.project or applicant, if any : Tha. /cegter..wi,l1,.in | !�de } f�otb seball fields, a _ gymnasi�m ''and ^ - -' ~ ' gam rpom� 13. Historic and Cultural Preservation a' Are there any places or objects listed 11 4 1 on, or proposed for, national, state, or local preservation registers known to be on or next to. the site? If so, generally describe.'N_-O b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural impQ.rtance known to be on or next to the site. -I' C C. Proposed measures_ to reduce or control impacts, if any : -'N/A . 12 t I 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. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? . - , . 4Not• currently. Will be available upon completion. C. How many parking spaces would the completed project have? How many would the project eliminate? The project will eliminate, none. It will include spaces . and handicapped spaces. �npv / 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) . � NONE e. Will the project use (or occur in the immediate vicinity of ) water, rail , or air transportation? - If_,so, generally describe. Located,..:on,.,airport .;pro.perty away from generals aviation (privately owned 'airplanes) 13 f. How many vehicular trips per day would be generated by the completed project ? If known, indicate when peak volumes would occur. g. Proposed measures to reduce or control transportation impacts, if any : 15 I . . 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. "Ye.s,"Fire and Police protection.,' b. Proposed measures to reduce control direct impacts on public services, if any. 16. Utilities a. Circle utilities currently available at the site ; electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other. 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. All of-thee' above are currently available . and '- -are; eidj'Acent to the ' site. 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 : 16 r DEPARTMENT OF COMMUNITY DEVELOPMENT STAFF REPORT ARLINGTON COMMUNITY YOUTH CENTER MARCH 27, 1991 I. GENERAL INFORMATION A. Applicant: City of Arlington B. Owner: City of Arlington C. General Location: SE corner of the intersection of 188th Street and 59th Ave NE. D. Address of the property: 18513 59th Ave NE E. Description of Proposal: Arlington Community Youth Center/Arlington Boys and Girls Club F. Approximate Acreage: 6 acres G. Comprehensive Land Use Designations: Site: Community Facilities/Park North: Industrial Park South: Industrial Park East: Industrial West: Aircraft landing field H. Zoning Site: RC 2 . 5 North: RC 2 . 5 South: Industrial East: Industrial West: Industrial I. Public Utilities Water: City of Arlington Sewer: City of Arlington Garbage: City of Arlington Storm Water: On-site retention Telephone: General Telephone Electricity: Snohomish County PUD Gas: Cascade Natural Gas Cable TV: TCI Cable Police: City of Arlington Fire: City of Arlington School: Arlington School District #16 1 Hospital: Cascade Valley Hospital J. Public Notification: Planning Council 1) Published in Newspaper 3-20-91 2) Property Posted 3-21-91 3) Mailed to Property/300 ft. 3-21-91 * A list of property owners within 300 ft. is located in the official file. K. Environmental Determination A declaration of non-significance was issued on 3/15/91 and issued to the following agencies for comment. Comments are due by March 30th, 1991. Arlington School District #16 TCI Cable Snohomish County PUD #1 Dial Dig Washington State DOT Cascade Natural Gas Dept. of Ecology Snohomish County Community Development Cascade Valley Hospital Snohomish County Public Works Arlington Post Office Snohomish County Planning Dept. II. BACKGROUND This property was originally zoned PR-Public Reserve under the previous zoning code, however, upon adoption of the existing zoning code in 1985 it was determined that this zone was inappropriate and all properties zoned PR were redesignated to the lowest density residential zoning - RC 2 . 5. The RC 2 .5 Zone allows for Public facilities only as Conditional Uses. The application is for a Community Youth Center/Arlington Boys & Girls Club. They propose to construct this facility in phases as follows: Phase I is an 8700 square foot building including a community room, games room, kitchen, and restrooms. Final building designs are attached. Phase II is a 8500 square foot building that includes a gymnasium, locker rooms, and restrooms. Construction of Phase 2 II is expected to start in October 1991 with completion anticipated by April 1992 . The goal of the Arlington Community Youth Center is to have a facility that serves the youth of the Arlington Community. The building will be occupied by the Arlington Boys and Girls Club. The community room will be made available to use by other organizations serving the youth of Arlington. This includes Boy Scouts, various sports organizations, Girl Scouts, Camp fire, etc. This facility is provided so that all organizations, serving youth, have a central home. III . RELATED PLANS, POLICIES AND CODES 1. Comprehensive Plan Policies Industrial Land Use IP-6 Encroachment by incompatible, non-industrial uses should be discouraged in those vacant areas reserved for industrial use. Agriculture, forestry, or open space should be encouraged as the appropriate interim use. Finding: The proposed use is compatible with the industrial land use and will compliment the existing recreational facilities to the north. IP-7 Adequate buffers or landscaping, and compatible land uses or open space should be utilized to protect surrounding areas from potential adverse affects of industrial development. Finding: The site will be buffered from the surrounding uses by a 50 foot green belt and landscaping. Arlington Airport AP-1 Recognize the recommendations and development program of the Airport Master Plan to insure compatibility with the comprehensive plan. Finding: This proposal is compatible with the Airport Master Plan and the Comprehensive Plan. AP-2 Use the 65 LDN noise contour as the definition for the Arlington Airport noise impact areas. Any development within the 1998 , 65 LDN noise contour should preclude any noise sensitive uses . Finding: This proposal is not within the 65 LDN contour. 3 .: �� V Environmental and Resource Management RM-9 Adhere to Chapter 18. 04 of the Arlington Municipal Code to implement the State Environmental Policy Acto to evaluate the impacts of a proposed development or action, to encourage public involvement and awareness, and to encourage advice and assistance from recognized experts in government and the private sector to address complex issues. 1. Adopt an overall environmental policy which supports existing SEPA Guidelines in Chapter 18 . 04 of the Arlington Municipal Code. Finding: This application has met the requirements of SEPA. RM-18 Basic development approvals for required permits are to be received prior to the initiation of land surface modifications. Finding: Although the site has been cleared in preparation for construction, no further land surface modifications will be done until all permits and land use applications are in place. RM-19 Land surface modifications should not induce changes in surface or subsurface drainage that would adversely impact lands in the affected drainage basin. Finding: An engineered storm drainage plan will be provided, subject to approval by the City Engineer. This storm drainage plan will be designed to not adversely impact the site or adjacent properties. Public Facilities & Services CF-1 It is recommended that the city begin a planning effort to prepare for upgrading the ten-inch main, or to make other repairs to the sewerage system (such as reducing surface water infiltration) , which may be necessary to adequately serve the Woodlands or other development in the south portion of the city. Finding: The plans for upgrading of the 10 inch sewer line are now being developed and tentatively scheduled for completion within the next year. This is being done as a part of the capital improvement program with some financial support from mitigation fees collected from developments in the southern portion of the city. 4 CF-2 Each new preliminary plat, or other development project which would direct sewage into the 67th Avenue NE ten- inch main, must demonstrate that there is adequate sewerage capacity for that subdivision or development project prior to Planning Commission approval. Finding: As noted in CF-1 the improvement of the 10 inch main is planned for within the next year. CF-3 Comprehensive sewer plans and geographic design of the sewer system should be contained within the Arlington Urban Service Area plan map. This service area is determined by the urban residential, commercial and industrial land use designations as shown on the comprehensive plan map. Finding: This site is within the Urban Service Area. CF-4 The service area defined above and on the comprehensive plan map is the exclusive logical limits of expansion, beyond which service extensions should not occur within the planning period(1995) . This perimeter of the service area, or limit of service expansion should also be recognized as the Arlington urban/rural boundary. Finding: This site is within the Urban Service Area and will be served by the sewer extension that was completed in the summer of 1990 in relation to the EDA grant that extended sewer to the West Side of the Arlington Airport. CF-6 Consolidate new utility systems into existing rights- of way and easements whenever possible. Finding: All utility connections will be done within existing rights of ways and easements. CF-11 Promote extension of the water system only to those areas within the Urban Service Area as shown on the Urban Service Area map. Finding: This site is within the Urban Service Area. CF-12 Maintain and improve the ability to provide water service to all residents of the city. Finding: Service of this project will not affect the city's ability to provide. water service to all residents of the city. 5 � r �� Community Transportation CT-14 Underground development of utilities should be encouraged at the time of extensive street improvement. Finding: Installation of utilities will be done in conjunction with street improvements that relate to this project. CT-17** The City should construct, or require as a condition of development approval, sidewalks, when feasible, on all major streets and highways. Finding: 59th Drive will require some minor improvements and signage, however, sidewalks are being planned for installation at a later date. CT-25 Construct a bicycle path and pedestrian trail which connects the schools and downtown area with the athletic fields and park at the airport. Finding: As development has occurred between the downtown area and properties located in the southern portion of the city property is being acquired and approved based on a city wide trail system that would ultimately achieve this goal. Parks and Recreation PR-1 Preserve the present quality of home-oriented recreation spaces. Projected future development should preserve the existing 1, 325 home-oriented recreation spaces and accommodate the anticipated 525 home spaces created during the planning period. Finding: This site will provide additional recreational facilities for the youth of Arlington. The site is located adjacent to existing sports complexes that are available to all residents of the Arlington Area. PR-2 The Arlington Parks Board and the Council Parks Committee should implement the policies and proposals in the recreation element of the comprehensive plan and the 1983 parks and recreation plan by: 1. Developing a comprehensive park and recreation program to maintain and improve existing city parks and play fields, with particular attention paid toward locating parks to serve areas designated by the plan for suburban, urban, and high urban residential development. 6 �r; 'r S 2 . Preparing a capital improvements program, revised annually, to be submitted to the Mayor and Council prior to preparation of the annual budget. Finding: The Arlington Parks Board and Council Parks Committee are just completing the update of the Parks Comprehensive Plan which includes this proposal. PR-3 Parks planning should be coordinated with school site planning for the development of joint park and school facilities in order to minimize public costs of acquisition, maintenance and use. Likewise, the joint use of all community facilities such as parks, libraries and schools should be encouraged. Finding: This project will create a joint community facility and athletic field complex. PR-11 Enhance recreational programs, and organized sports for children and adults. Finding: The addition of this complex will enhance the Boys and Girls Club sports programs and will make available space for additional recreational programs. PR-12 Construct a bicycle path and pedestrian trail which connects the schools and downtown area with the athletic fields and park at the airport. Finding: The City continues to work on this proposal through the mitigation of development and improvement to the creek corridors throughout the city in relation to the ultimate completion of the bicycle path and pedestrian trail. 2 . ARLINGTON MUNICIPAL CODE A. Chapter 20. 16 Conditional Uses -* FOR INFORMATION ONLY. 20. 16. 010 Permit Required A conditional user may be approved when authorized by this title when findings required by this title are made. All approved conditional uses shall be authorized by a permit which states the required findings and reasons therefor, the conditions imposed on the use/structure, the location of the conditional use and the time limit if any. 7 I I 20. 16.020 Conditions imposed. Any condition reasonably required to allow the proposed use or activity to meet the standards of the required findings may be imposed. Such conditions may include but are not limited to: 1) Special requirements for environmental protection; 2) Special landscaping, clearing, planting, fencing and screening requirements; 3) Special requirements of site restoration, reforestation or regrading after use of the land; 4) Special setbacks, height and bulk requirements; 5) Special safety requirements such as on-site fire fighting equipment, slope steepness limitations, fencing and pond drainage; 6) Special operating requirements, such as time of operations, traffic routing, limitations on processes, and so forth. B. 20. 07 RC 2 . 5: RURAL CONSERVATION ZONE FOR INFORMATION ONLY 20. 07 .010 Principal Uses. The principal uses in this zone are: 1) Single family dwellings; 2) Agriculture and livestock raising; 3) Foster Homes; 4) Boarding Houses; 5) Commercial Kennels; 6) Mobile homes. 20. 07. 020 Secondary Uses. Secondary uses in this zone are: 1) Accessory buildings; 2) Home occupations; 3) Day care centers; 4) Radio transmitting and satellite signal receiving antennae. 20 . 07. 030 Conditional Uses. Conditional uses in this zone are: 1) Churches and schools; 2) Public facilities; 3) Surface mining; 4) Health care facilities; 5) Veterinary clinic; 6) Buildings over thirty feet high; 7) Private recreational facilities not providing overnight accommodations. C. 20. 02 . 325 Public Facility. "Public Facility" means land or structures owned by or operated for the public use and necessity. 8 IV. STAFF FINDINGS AND FACTS 1. The proposed use, at the proposed location, is consistent with the purposes of the Zoning Ordinance and the zone district in which it is to be located, and will most all applicable requirements of the zoning ordinance. 2. The use, as conditioned, will not be detrimental to the public health, safety and welfare; diminish the value of nearby property or improvements; or disturb persons in the use of property. 3. This conditional use permit shall run with the land. 4. This conditional use permit shall allow for all the following uses: A building to include a community room, games room, kitchen, and restrooms. A building to include a gymnasium, locker rooms, and restrooms. A swimming pool. S. Construction and site preparation is subject to review and approval of an engineered storm drainage plan by the City Engineer. 6. During construction, dust control will be maintained through watering of affected areas. 7. A 50 foot wide buffer of vegetation is to be maintained for the entire perimeter of the site. 8. Construction shall meet the requirements of the Northwest Energy Code and the Washington State Energy Code, as appropriate. 9 . Construction and maintenance of the building and related improvements shall meet all requirements of the Life Safety Code, Uniform Fire Code and Uniform Building Code. 10. Detailed site development shall meet all requirements of the Arlington Municipal Code(Parking, access, public improvements, etc. ) 11. The south glazing on the building without overhangs will be "Low E" type (bronze or grey) . The court area outside the glazing will be landscaped to reduce any glare impact on the parking lot. 9 12 . Lighting from the parking lot shall be directed in a manner to avoid impact on other properties. 13. Arrangements will be made for community transit to serve this property. 14. Improvements shall be made to 59th Drive NE as well as adequate signage of the access, as required by the City. 15. Scheduling of services with the affected public departments in relation to special event services shall be made 30 days prior to the event. V. ACTION Recommend approval to the City Council, subject to the above noted facts and findings. VI. FOLLOW UP Application is forwarded to the City Council for final decision. 10 • p W B LEHNER &ASSOCIATES FIRE PROTECTION ENGINEERS 307 N. Olympic Ave., #208 Arlington, WA 98223 (206) 435-2549 FAX: 435-6424 September 15, 1992 TO: Dave Anderson Building Official City of Arlington Arlington, WA RE; Boys & Girls Club Plan Review: Fire Alarm System Shop Drawings Arlington, WA Dear Mr. Anderson We have completed a preliminary review of the subject shop drawings per article 14 of the Uniform Fire Code. We find them unacceptable for the following reasons: The shop drawings (dated 4-2-92) appear obsolete compared to the accompanying contract (permit) documents (dated August, 1992). 2, The content of the submittal was insufficient for acceptance even if current. The contractor should review and comply with the attached comment letter from my associate, Mr. Jack Marshall. Should you have any questions, please call at your convenience. Sincerely, W. B. Lehner, R.E. WBL/aw Fire Protection Engineer W B LEHNER & ASSOC I ATES c,c, Jack Marshall 92924-Rev. 1 .t, 14 ` A R C H I T E C T S Ro s s& Mc Clure May 5, 1992 Dave Anderson City of Arlington Department of Community Devek 238 N.Olympic Ave. ArlingtonWA 982231 RE: Arlington Community You Snohomish County Boys & / 18513- 59th Avenue NE Arlington,WA 98223 Dear Dave: S We have reviewed your list of questions and comments relating to the building permit for the above stated project. (Fax received 4/22/92). In response to each item, the following is the clarification or correction required. 1. The 2 hour area separation wall is constructed of 8" masonry units with each cell fully grouted a minimum of fc = 2,000 psi and reinforced per Structural Notes S.004 in Appendix II of Project Manual dated April 2, 1992. 2. The handicap toilet rooms, Men 105 and Women 104,have type X gypsum board on walls. All walls are finished with epoxy paint. See note on Interior Elevation "I" H.C. Women, Drawing Sheet Al2. "Epoxy painted gypsum board typical at toilet room walls." Locker Rooms, 112 & 113, also have epoxy painted walls throughout. 9043/LAnderwn 1223 Commercial Street Rellingham,Washington 98225 (206)676-7733 Fax(206) 738-0448 i • I I �� . . _i l� � _ � _ � _ .-: i ,.� i i - -. i i i _ li l� • � i '' Dave Anderson May 5,1992 Page 2 3. All H.C. water closets are noted to be installed per Washington State Barrier Free Regulations WAC 511(a). "I ...The lateral distance from the centerline of the water closet to the nearest obstruction,including grab bars, shall be not less than 15 inches on one side and 41 inches on the other side. ... 4. Handicapped Signage: Per Addendum No. L, Changes to Specifications, #23. Identifying Devices: ..."Barrier Free Signage including directional signage and Braille, as required." for all of . Facility and "universal barrier-free logo" for Women and Men Restrooms. 5. The clothes dryer furnished by Owner shall be roughed-in by Contractor. This vent should be routed upward and through the roof. 6. Fire Resistive Expansion Joint Material in CMU. We will use Sikaflex fire-resistive joint sealant ZCNS with ultra block blanket to meet the fire resistive requirements at our 2 hour wall. 7. Masonry reinforcement per Project Manual Appendix II,S.003 Reinforcing, S.004-S.005 Masonry. 8. Roof Coverings: Project Manual Section 07525 Modified Bituminous Sheet Roofing, 1.04 B, calls out a UL class B rating. Addendum No. 3, Changes to Specifications #10,specifies UL class B manufacturer's roofing systems for lower and upper roofs. 9. Exit signs are shown throughout the facility on drawing SHT. E1. A sign can be made noting the room's occupant load for the Gymnasium,Games and Community Rooms with each sign posted at 60" above finished floor and near one of each room's required exits. 10. a) Three exits are required in the Gymnasium. Pair Doors 1,4&5 are each 3'-0" leafs with panic hardware. Doors 2 and 9 are also 3'-0" and installed with panic hardware. 9043/L-Ander n moodmimrli mi ' NOW ■ T '�■� �.�2_ i = rl %m . m - IT16 .�-4 1"�&A �LX � r bm If m,j war qp i hIsar J ft&%m arm hu mi. am:m■ems dllliai ' Ia Wr : Y!mon. �1 1� %4W ' ■ ' LMm' mdmo agm;W 1 No& xi a m No A R I Fmibw f ri' I ym&m ■M R -mlw.M mimM .W F p' "PU L' i., V"= bm:rd .R tl+ 6. td%.= ur ni 16■,1 1.� ■mom nrrri■ mM IpWJ ■k■ old rr■l ITW ■ ■ ■ ■ ■ ■ ■ ■ ■ = ■ ■ ■ 1 ■ 1 1 ' Lna. a1 ' arm 10 r' . LI'■' .7 '. . ZC Rirlid nm" rl mr Im@Ii %m' &L Y Dave Anderson May 5,1992 Page 3 b) Required exiting from Games Room is via Entry 119,Pair Doors #38 or 1 hour corridor 120, Door#35. The Office 116 does exit through the intervening Games Room. Arts &Crafts has an exterior exit, Door #3 with panic hardware. c) Gymnasium occupant load is 450. Games Rooms occupant load is 161. Community Rooms occupant load is 85. The Gymnasium exit requirements meet UBC 3302(a) (unless bleachers obtained by Owner differ with computation) and 3303(a), (b) and (c). Also meets requirement of UBC Section 3317 and 3318. The Games and Community Rooms also meet the requirements set forth in Section 3302 and 3303. d) One-third of the Gymnasium's occupant load could be calculated as the number exiting through the Games Room for purposes of computing number of exits and widths. 11. Addendum No. 3: revised Hardware Schedule, all required exits can be operable from the inside without the use of a key. 12. Corridor 120 does have 1-hour walls and ceiling per Section 3305(g). See attached detail. 13. The parking, including H.C. spaces/ramps/signage will be done by the City of Arlington. The adjacent parking lot sidewalks included in this scope of work should include the ramps and signage required. 14. We will instruct the Contractor to install a hot water tank insulation pad: 24" x 24" closed foam cell pad with rounded corners,R-11, 2" thick as manufactured by Paragon Pacific Insulation,or equal. Earthquake strapping may also be required due to the height of the hot water heater. This is about a$10 item and could be reviewed for implementation in the first Change Order. 15. Electrical lighting drawing and specifications call for compliance with the Washington State 1991 Energy Code. 9043/LMderson - Oi I _ ' I PO -MGM 611" IN WAN NO Ii� �■ dy �riri� 1 ai i ■��■�i�lbldw w�■ lr■1 b` 'J i L" !.. 7 R uml-wa.?M la .■■NoM..'i. ' 1�7= ! 7"h �■ 06. momin Lw vi ii g1fti1FM■ a ■%I ■ r mmY `7 ■ &%& r i`ri or - - ■ - j l _ ■ ■ ■ _ ■ ME1■owl ■ .-EM, ■ L=mo-v iqLmp' h.Ldgo moo rLb'd.' rJ1aFRJL! ■ _ : ■ ■ 00 1 rrL I ' 0 ■ ■ ■ ■ ■ - ■ ■ ■ Ell M ■ 1 ELMONEWIm OEM ML it L7 ! ■7 ■ 1 �■ : � * % -W-.r ON - �, Dave Anderson May 5,1992 Page 4 16. We need to review the heat loss calculations for the Gymnasium building envelope to see where we fit in with the Energy Code. Once this has been reviewed,we will decide whether to increase roof insulation or the capacity of the heater units,with the budget in mind. We will get back to you soon on this. It appears we will need to implement a Change Order for the occupant load signage,hot water insulation pad,possibly the dryer venting, the Sikaflex sealant,hot water tank strapping and gymnasium mechanical system or roof insulation at our first pre- construction conference. We trust this answers your questions for the plan check review. Please contact us if you need any additional information or clarification. Respectfully Virginia F. 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Lb N oil0 to 2.1 3 NT. pr,.f#zf) A zt- R-nL 7- o, MP4 roe hV kNelk --I JI' 4V,',V *0 zt4 el, -NIT le t :1 L I� Av-IT. j�j oC. lot r A Pwj�,r ql- I I P4 A "E4 31� a y A n Oak is,M I j V5, L win s,- OP;.�J, j f ."I % 6 _-U�-A kA.-[A .J�pl .gg�j LL. ER :o,;_A 1,1�4 ux ri�Ijv ZA ff-1 '4 Ic , A (w A.)*, ," iL XiN. -;.- -,j-- .-. - ; T!,�K 4.-L 6 A iy, fT N ILIVT L A"A 6 A d'-1 7,U 43. C, A -P Ce, :.4r iA r IL F2 J ok M01 I 64 art) 16. 79 V I IF or. ;TZ I ,1! .4".1 F,- ,_-#j- 0— 1 1 .. :N77,1 0;1.1. wjy 44 0-1 nt J I'A -1 _i� ,I * - - I I , % - I ' ",,4 4_4t -r 1,W-;f 11 1 -Cho! Ij 01 RU.11 7� too L- :-*.2y I o f So.%ft a ro,-, j j W 4 Z., .T4 -A 40 JL 11 IL ft", tal W III;,_ N 41-w,I k7- A, IWY TO _A,176 4,,,� .4 44 lot �NTU 164 IT -0� 'y �, I I t;, 3Q. I lot*i,04. A;lt Ilk oft _ zvi u to, If you should have any question you can contact this department at 435-0724 . Sincerely, David W. Anderson Arlington Building Department CITY OF ARLINGTON DEPARTMENT OF COMMUNITY DEVELOPMENT 238 NORTH OLYMPIC ARLINGTON, WA 98223 435-0724 FAX: 435-3906 December 15, 1992 Arlington Boys/Girls Club 18513 59th Ave NE Arlington, Wa RE; Final occupancy Dear sir, The final occupancy inspection was conducted on 12/15/92 of the Arlington Youth Center. The following items need to completed and/or addressed before the Certificate of Occupancy can be issued. 1. All landscaping should be installed as per plan and completed within 6 months date of this letter. 2 . All sidewalks and parking curbs shall be completed as per plans. 3 . A 16 foot by 20 feet Handicap parking stall which shall include stenciling of the parking stall along with the required signage shall be installed within 30 days date of this letter as per the approved plans. 4 . All parking stalls shall be 9 feet by 20 feet by dimension and striped within 6 months date of this letter as per the approved site plan. 5. All utilities such as fire hydrants, gas meters and phone lines shall be protected from all vehicular traffic within the parking lot by means of a landscape planter or 6" concrete bullards. A Temporary occupancy shall be approved for the 6 month period providing all above requirements have been addressed to the satisfaction of this department. Upon completion of all above mention items within the specified time frame a certificate of occupancy will be granted. ^ � � � � / ----- --- --- ---- --- - � 1 If you should have any question you can contact this department at 435-0724 . Sincerely, David W. Anderson Arlington Building Department CITY OF ARLINGTON DEPARTMENT OF COMMUNITY DEVELOPMENT 238 NORTH OLYMPIC ARLINGTON, WA 98223 435-0724 FAX: 435-3906 December 15, 1992 Arlington Boys/Girls Club 18513 59th Ave NE Arlington, Wa RE; Final occupancy Dear sir, The final occupancy inspection was conducted on 12/15/92 of the Arlington Youth Center. The following items need to completed and/or addressed before the Certificate of Occupancy can be issued. 1. All landscaping should be installed as per plan and completed within 6 months date of this letter. 2 . All sidewalks and parking curbs shall be completed as per plans. 3 . A 16 foot by 20 feet Handicap parking stall which shall include stenciling of the parking stall along with the required signage shall be installed within 30 days date of this letter as per the approved plans. 4 . All parking stalls shall be 9 feet by 20 feet by dimension and striped within 6 months date of this letter as per the approved site plan. 5 . All utilities such as fire hydrants, gas meters and phone lines shall be protected from all vehicular traffic within the parking lot by means of a landscape planter or 6" concrete bullards. A Temporary occupancy shall be approved for the 6 month period providing all above requirements have been addressed to the satisfaction of this department. Upon completion of all above mention items within the specified time frame a certificate of occupancy will be granted. If you should have any question you can contact this department at 435-0724 . Sincerely, David W. Anderson Arlington Building Department a" . PIHRSHRLL 1 814 P01 SEP 21 1912' 08:44 40:�e 0- ^2STH 5E . 1 FF SUITE 'I E4 BELLEVLJE,WA ee006 (206)747-S42E CONSULTANTS September 14, 1992 Mr . W.B. Lehner FAX (206) 435-6424 W .S. Lehner & Associates 307 North Olympic Avenue Arlington., WA 98223 Subject : Arlington Community Youth Center 18513 59th. Avenue NE Arlington, WA Your 92924 Our 107E Dear Bill : The drawings I received today were noted "permit set" and dated various dates 8/7/92 to 8/14/92 . The alarm system supplier used: a different floor plan to prepare his shop drawings. Apparently the drawings used were based on the bid set dated 4/2/92 . This needs to be corrected. Several comments need to be addressed in any event while the fire alarm system supplier to redesigns the system. These comments should be addressed to the fire alarm system designer. 1 . Drawings are required to show the following: a. A riser diagram. b. Complete wiring diagrams showing interconnections of all devices, panels, power connections , telephone connections, sequence of operation. (NFPA 72 2-2 . 1) C. A Sall of Material showing all part numbers and manufacturer, d. Mounting height o-f all devices and panels . (NFPA 72 3- 2 . 2) e. North arrow. . f . zone numbers and wiring order of all devices. (NFPA 72 2- 2.1) g. Wiring style of all devices. (72 2-2 .1.) h. Expansion capabilities of the system. (NFPA 2-2 . 3) 2 . Type of wire cable and conduit to be used. (NFPA 72 2-1. 4 3 . Since the Fire Alarm control panel is in an unattended area, a remote annunciator must be provided to show status of system and annunciate zones . (NFPA 72 2-1 . 6) i� I Sincerely, David W. Anderson Arlington Building Department CITY OF ARLINGTON DEPT. OF COMMUNITY DEVELOPMENT CITY HALL * 238 N. OL YIVIPIC A VENUE ARLINGTON, WA 98223 (206) 435-0724 FAX 435-3906 DATr: FIRM: _ FAX NO: 34 -6 Y- X FROM: NUMBER OF ?AG S TO FOLLOW If you experience problems receiving this fax, or if you do act receive the number of pages indicated, please call our office at (206) 435-4724. ADDITIONALCOMMENTS: Faxed by: Date: Time: I R 1 m Go7 � Go��/Cc�— A4 c s � r CITY OF ARLINGTON DEPT. OF COMMUNITY DEVELOPMENT CITY HALL AT 238 N. OLYMPIC AVENUE ARLINGTON, WA 98223 (206) 435-0724 FAX 435-3906 DATE• Z - TO: FIRM• l FAX NO. FROM• RE• O NUMBER OF PAGES TO FOLLOW: tf-� If you experience problems receiving this FAX, or if you do not receive the number of pages indicated, please call our office at (206) 435-0724. 1 � ADDITIONAL COMMENTS: xk 6. -4,7 JI CITY OF ARLINGTON DEPARTMENT OF COMMUNITY DEVELOPMENT 238 NORTH OLYMPIC ARLINGTON, WA 98223 435-0724 FAX: 435-3906 December 15, 1992 Arlington Boys/Girls Club 18513 59th Ave NE Arlington, Wa RE; Final occupancy Dear sir, The final occupancy inspection was conducted on 12/15/92 of the Arlington Youth Center. The following items need to completed and/or addressed before the Certificate of Occupancy can be issued. 1. All landscaping should be installed as per plan and completed within 6 months date of this letter. 2 . All sidewalks and parking curbs shall be completed as per plans. 3 . A 16 foot by 20 feet Handicap parking stall which shall include stenciling of the parking stall along with the required signage shall be installed within 30 days date of this letter as per the approved plans. 4 . All parking stalls shall be 9 feet by 20 feet by dimension and striped within 6 months date of this letter as per the approved site plan. 5. All utilities such as fire hydrants, gas meters and phone lines shall be protected from all vehicular- traffic within the parking lot by means of a landscape planter or 6" concrete bullards. A Temporary occupancy shall be approved for the 6 month period providing all above requirements have been addressed to the satisfaction of this department. Upon completion of all above mention items within the specified time frame a certificate of occupancy will be granted. If you should have any question you can contact this department at 435-0724 . ITt ' :ZA*w.'_ lioll oil *r X,V too,�j , r ;-Ti rl IL cl- Ij V j L :A -A to;. 4A e al —J�III k 4,4 tui .- t w ♦ F7 Wo 4f • We of I. I )ft 7. ( ry Nth57 7—0 01 %T 'j, too C, to FA F�`J, '41 1V Ilk Fit Uwr* 14 , '. 'W OV-4 A if r $'�. _.L.�" , �lj k, �s 4 'k w zr 7•W,,. ;,JR� ilk" N1, IWL-, 0 .04 -ol I L SI, &At, 54 lit, -1,;0— ej _.%I� L 'it ILI 36,' Z� 4 oil A _N- it . " )-I- M 'If, t,I 1— .9 1— is r. b doors j �Aoo to, It It ,'ooi� -j it.. •A 7 4. ip A_ • _AA ,W11 Ii:77tTCi4:-j_, X, L -X'q "�7. V kn!'�;:j .-,v 1,LA 'i C 0,; I its? -A-a, It �lkt v 4 mQ V Wyl .P--k Ll iIN!%. -FlM lt*114 Ooi J�:,b I 1— -.4 Al L..4 It INN%— A fU -oli rl•mAk ;*.),, - F. 1, 110, ♦ to • III r 17 14 C!"2 _A" fl,11,11- *4,I --q or- I I _j F71 N- A— ,P,, VA M4 I *%!VEA�o io L 147 L IF 2ty 1,--7 'po" I `4, • 7�. ol —4' 11L. oo_�, --t 7 ILI oo, .-:L jt 17 or. •4f 12- - IF % % 4-:-z Lr- si, !ii I L Ai.5, Z, I' RN,45�� to- Voij, Aj or A :� 4 1 -Ag-w I Ul" AF T" b I �iMl 410 1, �l oij ,;L L 4% LP I,, In All, 44 V� to V ti -11 v or J.'.. 4-11 Itti• Z 1ANS It P%L`IF or va oo 6 ju.'O 1 .1 6 u Iflo- : _Z,4� rL 6 AS& = 9 oo- d 7o�S - + Ql oaa - - .3 41 y 004 L -F aQ�r�l A V r r� �-' - - - I i i L - _ ' � �' . _ ' . _ � � � �- - � . �� ' .. � � _ Dave: Thom asked if you would go ahead and line up the preparation this permit - issue only after YOu have spoken with Cal Kinney. for His telephone is 435-2629. Thanks X tk L2 a -7() J-1 �, t .,.� 1, ._ ti .� 1�� . , ' �� 1 �, .. �� . a. 7VE'RC MA10NC A Dfrf Memorandlum To: Board of Commissionem Don Hale FAX RECEIVED Mark Schulman Norm Dram 1993 FROM: Steve Carey BAiltr, VUSKIN a PEE LE DATE: .lure 9, 1W3 SU04ECT: Arlington Boys-and Girls Club I met with Jim Hinrichs, teleld Supervisor, Department of Labor and Industries, this morning at the Arlington Boys and Girls Club. We surveyed the installation and discussed the tireas of the State% concern: the District working as a contractor without a license, no electrical permit or inspeCtion, non•UL equipment installed, no disconnect to the fighting system, and no grounding of the right standards, i Wd Mr, Hinrichs that thn District's involuernent Wds Only to t va extent of being a good neighbor In tho oornmunity, that we were not acting as a contraotor. The overall project has been accomplished with volunteer work from many members of the community, He understateds this and they have rnacw Borne aonmsslons itt what would be normal inwtallation requirements. Lot me outline what they would PICO to $ae coMpleted In order to approve this installation. • The City of Arlington, as property owner, must seeure an E-la* iCal Pormit from LAI. A sube0quent InslNuAlon will be required. They existing#8 duplex ttrat is ctrrrentfy Installed must be removed and the appropriate THW, RHW, or URD rated conductor must be installed. This must be three-wirs, with the equipment ground beho green In color. The conductor, further, must be rated to accoMiodete the 100W cacti of li Ming toad for the twelve (12) lights. A means of disgonnae<t must be provided, of which there are two options. ThO first is the Installation of a weatherproof circuit breaker (capablo of carrykiW the 120OW kxad) cutsfde of the CT can on the bulkfing. This would amain on the line slds of the serricig and OfOvift d moans of disc*nnoting tho ontirs fighting system fmm ZO 'd 0909 9Elr 92 'ON WE 31Jd':3d 9 10"Sp 1911j46.v ,? -Z6-'93 WED 16:06 1-PRUMTON TEL N0; f20674M--0319 11504 P02 MEMORANDUM 02- June 9, 1983 the source. In thin case, the District could still lnetall and maintain the lurrinarles. The second option would be for the dub to feed the light* from a branch circuit from within their existing service panel, This is on the customers load side and would preclude the District from installing our lumift tes. The club would be responsible for installing and maintaining the luminaries. • The six existing light standards will to actaptable (they are not UL l� rated), If they have a grounding bond {the groen conductor mentioned above). The M.trles non•UL rated luminaries will also be aeoWed. ►.10 I�k • L&I needs a drawing showing the installed route of the conduit ��,P system. • As a formality, I will wend the Chief Eiectrfcal inspector, Mr. Roland Levasseur, a letter slating that the District will be responsible fer servicing the luminaries. Thle is only if the system is energized on the lincw ckie cif the club's sluice entrance_ I asked Mr. Hinrlchs about the possibility of a variance for.the existing conductor that has tan Installed, He stated that the club could apply, but that the safety issues of grounding tf* llght'eiandards would likely prevail. A ground rW,, Installation at each location would not be acceptable. This appears to to as far 4:3 L&I WN gc. They honestly want to work with the District and the Boys and Girls Club to'alleviate this problem. Health and safety Is the Issue that will kaec them from bending iurthar. At this Juncture, It is appropriate for the District to proceed only in the area related to our tine EAnslon Regulations. i have advised the Boys and Okla Club to seek advice of a Iioonsod electrician to meet the requirements of LAI and the National Electriaol Code. Please let me know if 1 can be of any further help, FAX RECEIVED 6 . 60 'd 0909 9El HE 'ON XV3 31, E?3d '6 NI;iSfG 'h31IUS i9;0i 09h1 E6-H-Nflf f ,,r. �, i� May 20, 1993 Mr. Steve Routt P.U.D. No. 1 of Snohomish County P O Box 1107 Everett, WA 98206 Dear Mr. Routt: The City of Arlington is hereby requesting the illuminators for the six double armed light standards at the Arlington Community Youth Center. Your assistance is greatly appreciated. Sincerely, Thom Myers City Administrator TM/ls 41 r r ur MML.tR;3 r UIr I kL;lUb-43b-bUbb May 27'93 11 I06 No .001 P.02 Nor., C4��) PAX 17FCC1VcD ANUNQTIDN 130Y'S AND QIRLS CLUB M&Y 2.. 7 19,93 BAILEY, uUXISI F'►i�r i@ To be able to Inatall a system with voluntary help tram the oarnmunity. The P.U.D. would get the light poles Install the fixtures and energize. To be able to use the germ standard materials that the RUM. uses Iftluding wire. aluminum street light poles and fixtiurs$. This Is the same materiel® that are used in all residential underground plats and city Ilghting. We would like to connect the lighting installation directly to the P.U.D.'s distribution system as Is done on all P.U.4. lighting Installations. By doing this, the lights can be billed to the city at the city street light rate, We have in possession ail the materials and equipment to finish the project, AD of the conduit. vdm and Concrete bases are already Installed. All that is Iett to do Ig mount the Poles on the bases and have the P.U.D. install the lights and mako the permanent electrical connections. The light fixtutes will be standard P.U.4, issue so they can be maintained by the P.U.D. This type of installation will allow good SAFE lighting at the lowest posslblo cost to the Bay'$ and Girl's Club. Basically, all we want to do Is extent the regular P,U,D. street lighting program to the city of Arlington's parking lot at the Boy's and girl's Club. z0 'd 0909 9U 92 'ON XV� 9133I9d ' NI71SAG `h91Ive 2*� 49M H-£Z-Nflf • s 3� rl OC — ■ ■ u . . �L ■ r � ■ a�4 F ■.■.I . . L in ■ 6 + s 1■ rIII 10 r•. w ftwt ode . . . .. - ■.;!■■I ■ � ti r Aw� ■ ." mi rwo ■ ■ ■% . ■ ■ . — ■ 1 �7 ■r - ti . ■w ■ — ■ ■ " MIME - ■ r Arm M6� NMI 1� r ' t July 8, 1992 Harold K. Roe,P.E. 12919 N.E. 12Gth Place Kirkland,WA 98034 Dear Mr. Roe: Enclosed is an executed copy of your agreement to provide inspection and testing services for the Arlington Community Youth Center. Please note that the client is the City of Arlington and billings should be directed to them, via my office. I understand that the cost you have quoted is an estimate only. I would ask that you contact me in advance,however, if it looks as though this figure will be exceeded. The contractor's job foreman, Bob 'Vaden, will contact you soon to schedule the first inspection. S ceI-el , 1 0 f y ure,AIA 9(143/)rRoc(Inv�) TLTHI_ P.05 TI II 1 ;� 1 .' J l'1 l_'1 i' P 0 R 7^S' FI4-4I-i PAr . I.1G1ci .� z -,. c_:ASC:AIDE". TESTA` O l,AQ0RATQRV. INC. 7sbti'N�&ir+$PEC riory/ENUNEE�5/GEOLP45YS July 3 , 1992 Ross & McClure, Architects Page 2 Reinforced Masonry Periodic Inspection Estimate Inspector: 20 trips @ 4 hours/trip @ $29.50/hour $2, 360.00 Mileage: 20 trips in Zone 3 @ $10.50/trip $ 210.00 Specimens: 3 grout/trip @ 20 trips @ $11. 00/each $ 660. 00 Pickup specimens: 20 trips in Zone 3 @ $13 . 50/trip $ 270. 00 Cost of Inspection & Testing Services $3 , 500. 00 Prof ersional_Liability lnsurance �a 105 . 00 TOTAL BUDGET ESTIMATE $3 , 605. 00 These are estimated costs only, based on ordinary and reasonable expected conditions. Actual costs of inspection and testing services will be controlled by the duration, complexity and concurrency of the work. Billing will be only for services performed with a one-half day minimum charge per call. Cascade has Professional Liability Insurance coverage in the amount of $11000, 000; our insurance carrier is "The James Group", Chicago, Illinois. We can provide a Certificate of Insurance coverage for your projects . Our fee and the terms under which our services are offered will be in accordance with this proposal and the attached General Contract Terms and Conditions, which are incorporated herein by this reference. Please sign in the space provided below and return a copy of this letter, which will serve as our agreement. If you have any questions please do not hesitate to call us. Yours truly, CAS DE TESTING LABORATORY, INC. =nis H. Stack Harold K. toe, P.E. President Associate HKR:mj g Accepted by: Date: company: Title,• JUL 13 } 92 1 0 : 06 '2'0 7 2 8 044:_1 PAGE . 0 3. r - - CASCADE TESTING LABORATORY, INC. TESTING S INSPECTION/ ENGINEERS/ GF-OLOGLaTS 12910 N.E.1GMTH PLACE KIRKLAND:lRIN31 sEATTLE:lQQSl e2t5-6100 KIRKLANb.WAGE-IINUMN e81334 FAX:JQ0q 6232203 EvEREYTf I2M1 Q50-4617 July 3 , 1992 Ross & McClure, Architeots 1223 Commercial Street Bellingham, WA 98225 Attention: Jeff McClure Reference: Inspection and Testing Services Community Youth Center Building Arlington, Washington Dear Mr. McClure: Thank you for selecting Cascade Testing Laboratory for the special inspection and testing required an your project. All inspection would be done in strict accordance with ASTM E-329- 90, which is a nationally accepted standard ensuring a CCRU (U. S. Bureau of Standards) inspected laboratory, professionally registered managers, as well as licensed field personnel. The CTL dispatcher in Everett at 259-0817 should be notified 24 hours in advance so you can be provided with the nigh quality service you expect. A daily report file is maintained on the jobsite; copies are mailed to client, A/E' s and code authorities. All reports are hand written by technicians on the site (not edited and typed) , they are then reviewed by a principal of CTL before distribution. The following budget estimate is based on discussions with Bob Vaden of Ramo Realty. (Footing inspections have been performed by the Arlington Building Inspector) . CTL presumes that the Arlington building Official has authorized periodic inspections for the CMU walls under UBC 305e but grout ,specimens are required. I� .` ii i CITY OF ARLINGTON May 20, 1993 Mr. Steve Routt P.U.D. No. 1 of Snohomish County P 0 Box 1107 Everett, WA 98206 Dear Mr. Routt: The City of Arlington is hereby requesting the illuminators for the six double armed light standards at the Arlington Community Youth Center. Your assistance is greatly appreciated. Sincerely, Thom Myers City Administrator TM/ls ympiic AV6. Arlington, WA 98223 - (206) 435-5785 - FAX (206) 435-3906 A.A.R. TESTING LABOR -ORY, INC. )� ` D P.O. BOX 2523 Bellingham Office REDMOND, WA 98073-2523 �' -y� 1413 Fraser St . DWBE CERTIFIED Suite 103 Bldg. H (206) 881-5812 FAX (206) 881-5441 Bellingham, WA 98226 7126 180th Ave. N.E. Park 180 Suite C 101 (2 0 6) 6 71-6 4 3 0 REDMOND,WA 98052 January 14 , 1992 G I City of Arlington I t 238 N. Olympic Ave . Arlington, Wash. 98223 Attn: Melanie Project : Boy' s & Girl ' s Club Youth Center Address : 18513 59th Ave . N. E . Arlington We are requesting consideration for inspection and quality assurance for the above referenced project . We provide professional, timely service by both multi licensed field personnel and laboratory staff . A.A.R . assures that all inspection and testing is performed according to the Uniform Building Code and all other applicable codes and standards . We are certified by the City of Seattle and recognized as a Disadvantaged Women I Business Enterprise . i Enclosed please find a partial list of services and references . If you have any additional questions please feel free to contact any of our representatives . Sincerely, A.A.R . TESTING LABORATORY, INC. Kim Freiheit President '4 r I CONSTRUCTION INSPECTION AND MATERIAL TESTING r t f 4 A.A.R. TESTING LABOR'-"PRY, INC. P.O. BOX 2523 REDMOND, WA 98073-2523 DWBE CERTIFIED (206) 881-5812 FAX (206) 881-5441 7126 180th Ave. N.E. Park 180 Suite C 101 REDMOND,WA 98052 SPECIAL INSPECTION SERVICES CONCRETE On Site Inspection Compressive Strength Mix Designs Batch Plant Inspection Shotcrete MASONRY On Site Inspection and Control Masonry Qualifications CMU Prisms Grout and Mortar Compressive Strength STEEL Reinforcing Steel Installation Structural Steel Erection High Strength Bolting Fabrication Inspection Welding Inspection (Visual and NDT) Post Tensioning ( Installation and Analysis ) Prestressed Concrete Fireproofing PILING i Wood Prestressed Drilled Auger Cast SOIL AND ASPHALT Density Testing ( Compaction) Sand Cone , Reinhart , Nuclear Densometer Sieve Analysis Proctor Rice Density Extraction Gradation Miscellaneous Nailing Roofing Moisture Content CONSTRUCTION INSPECTION AND MATERIAL TESTING A.A.R. TESTING LABOR, DRY, INC. P.O. BOX 2523 REDMOND, WA 98073-2523 DWBE CERTIFIED (206) 881-5812 FAX (206) 881-5441 7126 180th Ave. N.E. Park 180 Suite C 101 REDMOND,WA 98052 REFERENCES COMPANY CONTACT PHONE CONTRACTORS : SDL Corporation Harry DeMarre 872-7804 SDL Corporation Brian Price 861-9832 Titan Construction Al Clark 391-7394 Titan Construction Cork Carpenter 728-9397 Stephen Gwinn Association George Minnier 367-9393 GLY Construction, Inc . Frank Burgess 453-5680 Ferguson Construction Bill Miller 767-3810 R . C. Winter Construction Dick Winter 885-9050 Rawlins Construction Pete Rawlins 392-8464 MB Construction John Hayduk 889-9400 DKS , Inc . Brian Herd 481-3393 OWNERS/DEVELOPERS Boeing Company Bill Price 865-3944 Boeing Company Chuck Jones 266-6172 Trammell Crow Company John O ' Neil 762-4750 First Western Development Doug Thompson 775-6000 City of Everett Joe Kozlovski 259-0848 City of Enumcla?T Robert Baer 825-2938 Vyzis Development Al Klann 643-4300 VA Medical Center Barbara Thompson 764-2206 Shoreline School Dist . Bill Garrison 361-4282 j King County Fire Dist .#34 Dick Radtke 882-6511 MUNICIPALITIES Kirkland Building Dept . Ken Carlson 828-1144 City of Seattle (DCLU) Michael Rosencrans 684-8475 Tukwila Building Dept . Duane Griffin 431-3670 Bellevue Building Dept . Elden Lewis 455-6875 Kent Building Dept . Jack Fingold 859-3360 Redmond Building Dept . Al Rossman 882-6477 I CONSTRUCTION INSPECTION AND MATERIAL TESTING i 1 A.A.R. TESTING LABOR' PRY, INC. P.O. BOX 2523 REDMOND, WA 98073-2523 DWBE CERTIFIED (206) 881-5812 FAX (206) 881-5441 7126 180th Ave. N.E. Paris 180 Suite C101 REDMOND.WA 98062 PROJECTS IN PROGRESS CLIENT LOCATION Sammamish Parkplace Vyzis Development Issaquah Kent East Phase 2 S .D .L. Corporation Kent Concourse Improvements Port of Seattle Seatac Bellingham Treatment CH2M Hill Bellingham Emerald Heights Eastside Retirement Redmond Lake Point Condos Conner Development M. I . Valley General Hosp. Valley General Hospital Monroe Taxiway B N. Reconstruction Port of Seattle Seattle Albertsons S .D. Deacon Everett Safeway +464 Safeway Stores , Inc . Redmond Campbell Warehouse D .K . S . , Inc . Lynnwood Overlook @ Highpark Trammell Crow-Residential Bellevue Highland Covenant Church Highland Covenant Church Bellevue Redmond East Network Associates Redmond Western Utilities Western Utilities Seattle Redmond City Hall Improvements City of Redmond Redmond Boyer Childrens Clinic Boyer Childrens Clinic Seattle Poppleton Electric D .J . Roar Seattle Door Disributors R . C . Winter Kirkland Northshore Senior Center Northshore PRSA Bothell Seattle Research Labs Ellis Don Construction Seattle i Costco Wholesale Costco Wholesale Auburn I I CONSTRUCTION INSPECTION AND MATERIAL TESTING A.A.R. TESTING LASORI'-mil Y, INC. P.O. BOX 2523 REDMOND, WA 98 7 -0 3 2523 DWBE CERTIFIED (206) 881-5812 FAX (206) 881-5441 7126 180th Ave. N.E. Park 180 Suite C101 REDMOND,WA 98052 k COMPLETED PROJECTS CLIENTS LOCATION K.B .A. Office Bldg Kirkland Bldg . Assoc . Kirkland Alderwood Concrete DKS, Inc . Monroe Blue Streak Finishers JAG Investments Everett Everett Library City of Everett Everett Monma Restaurant Monma, USA Redmond Evans Business Park E & B Partnership Redmond K .C. Station 14 K.C .F .D. #34 Redmond K.C. Station #15 K .C .F .D. #34 Redmond Klahanie Apts . Axelrod Company Issaquah Multi Use Bldg. Richard Lee Const . Seattle Syre Elementary Shoreline School Dist . Seattle Highland Terrace Shoreline School Dist . Seattle Gallery Place Trammell Crow Co . Redmond Parkway Plaza Trammell Crow Co . Tukwila Sound Color GLY Construction Everett Pacific Circuits Pacific Circuits Redmond Boeing 33-12 BE & C Engineers Bellevue Boeing 40-53 BE & C Engineers Everett Regency Terrace Apts . Regency Terrace Assoc . M. I . Gais Bakery M.B. Construction Redmond Kent East Phase 1 S .D .L . Corporation Redmond Coal Creek Marketplace First Western Develop. Bellevue Enumclaw Library City of Enumclaw Enumclaw Shamrock Center Holaday Park Tukwila U. S .P . S . D.D.C . S .D .L . Corporation Redmond Bear Creek Office Vyzis Company Redmond Gateway North Bedford Properties Tukwila Gateway 1#9 Bedford Properties Tukwila Woodinville Corp . Park Stephen Gwinn Assoc . Woodinville I Regrade Apts . Titan Construction Seattle Safeway Store 7#1135 Safeway Stores , Inc . Cie Elum Misc . Schools Issaquah School Dist . Issaquah Misc . Schools Kent School District Kent Misc . Schools Everett School District Everett CONSTRUCTION INSPECTION AND MATERIAL TESTING r ARLINGTON COMMUNITY YOUTH CENTER 18513 - 59th Ave. N.E. Arlington, Washington August 10, 1991 Architects: Ross & McClure Bellingham, Washington CODE DATA OCCUPANCY GROUP: A-2.1, A-3 & B-2 TYPE OF CONSTRUCTION: V-1 Hr. & V-N SEPARATION OF V-1 HR. BUILDING: N = 40' E = 45' Scaled S = 0' Area Separation Wall W = 0' Area Separation Wall SEPARATION OF V-N BUILDING: N = 0' Area Separation Wall E = 0' Area Separation Wall S = 230' Scaled W = 65' Plus Street BUILDING AREAS: 8,740 S.F. A-21 8,898 S.-F Balaxice of 1st Floor (Enclosed) 1019 S.F. 2nd, F3,00r (.B�2 Z 2,Q03 SjF. Covered Walkways (B-2) 238 S.F. Mechanical Room BASIC ALLOWABLE AREA FOR V-1 Hr. (A-2.1) = 10,500 S.F. BASIC ALLOWABLE AREA FOR V-N (A-3) = 6,000 S.F. BASIC ALLOWABLE AREA FOR V-N(B-2) = 8,000 S.F. AI.TlIWARI,F. INCREASE FOR SEPARATION ON TWO SIDES = 50% TOTAL ALLOWABLE AREA FOR V-N(_A--3) = 9,000 S.F. TOTAL ALLOWABLE AREA FOR V-N(B-2) = 12,000 S.F. OCCUPANT LOADS: Gymnasium = 981 Storage = 1 Boys' Locker Ron = 10 Girls' Locker Rom = 10 Weight Room = 12 Game Roan = 200 Crafts/Library = 25 Offices = 3 Camunity Rcxsn = 189 2nd Floor Storage = 6 TOTAL = 1,437 =- -- VALUATION: 8,740 X $58.30 X .88 = $448,397.00 8,898 X $55.20 X .88 = 432,229,00 1,819 X $2VO X .88 X .8 = 23,045,00 2,003 X $13.10 X .88 = 23,091.00 283 X $21.90 X .88 X 8 = 4,363.00 $936,125.00 PERMIT : $3,350.50 PLAN CHECK FEE: $2,177.83 ARLINGTON COMMUNITY YOUTH (MUTER -2- August 10, 1991 Dear David: The submitted drawings have been examined for compliance with the 1988 Edition of the Uniform Building Code. The following items should be corrected on the tracings before the permit is issued: 1. You should ensure that the city agencies such as Planning, Zoning, Public Norks and the Fire Department approve of the project. 2. The drawings submitted are incomplete. Missing are: a) Door schedule b) window schedule c) Room finish schedule d) Equipment room plan and location e) Structural details are attached to the structural calculations, rather than part of the drawing submission. 3. I.f_ accepted as a separate submission, each sheet of the structural notes and details in sheets S.00l through 5.092 should be stamped and si(pnea by the engineer, State RCW. 4. The structural framing plans should agree with the architectural floor plan. a) A detail 5.064 is shown in the roof framing plan over the wall between room 113 and room 111. The detail noted is through a glu-lam and not a wall. b) A note for typical interior partition wall shows 2 X 4 or 2 X 6 stud walls at 16" o.c. The exact location of the 2 X 4 and the 2 X 6 walls should be shown. The maximum height for bearing walls is 10' unless calcu- lations are submitted. Table 25-R-3. c) The structural roof plan shows CX%W 10K2's. The attached joist guide does not include a 1OK2 joist. d) The elevations of the roof truss bearings (both wood and steel) should be shown. 5. Special inspection should be provided for the following: a) Continuous inspection during the placing of all masonry units. b) For compaction of., all grading and filling. c) All masonry rebar. 6. 2-hour rated fire dampers should be provided in all ducts in the penetra- tion of the 2-hour area separation wall. Sec. 503 (c) . 7. Electrical receptacle boxes are not permitted to be installed back-to- back in the area separation walls. The boxes should be not less than 24" o.c. measured horizontally. Sec. 4304 (e)2. 8. Where the 2-hour area separation walls are constructed of masonry, the block should be specified to be 2-hour blocks which are 55% solid, or the walls should be grouted solid. r.. o Tr r ,tLl 1 w msr+r 1r bo rl•I--' .�+ <<t .,y.•I -Ill�, T71 3L71f�ifrrllr _ � 1 J I I - !�-.wl 1►'L II T rLh `I�1 '.f`�' lll+ -.1• .-r}T� I • .. _. I,• . r V � h['1C� � * ' 1-1111 Llt': �1 1 I•+I_t rr/. `«-�� 11/j��a CI •Rqk N & pli brol J Em tJL� ISI��C71^�� -Jivii% �' I 'I-I;•i�, .+-vr#2UIJ - TG��LIP JJ�iI 11. j'rru_r !;.1 '(H �'T .I IV. Cw s- T JI j Rlr�lfrr :r . y L� _ Pr ►I tit�-7:�I -�l1i(ry+�•^ .I - 1�� fT'.- ITrP_ � 'gnL= - - VG11►uLim =7' Is 9:}ter -.n ,tAJI-17 "I �+�T 'tom }.tt>�i"j r�`�► ��-i.�U IUD t 1'Iii"II•r1 5"_ T•1 T 1 +l j aU1` 1;; J a�� .J►fh JJr �-' 1 ITI FI��Ct i I . 1�1?�,-+ - 1 ��',��►� • 71 jrIE1TTIJrY �T-il�1�9�t�',I JU �M tv4U :m ��1TD1 b�• sl l�1 1..,...��f •'- 1��. fur T jloYT? � t1� I'11JL•:�11} I IZI� �11� I L r I - Vu'S -J.+ r-Il11 i� _vr�. 1. Ili 1 *4!'1 EE-II'i i mxd . l. �� f 1 I ' nIZ9 QL ►-ri'-1t. 1 f� r flfrE t T f.•111t '� YI - " I 1 •y�- 11 11 �K'I . 1 -'1 I-TiI E�!C;r• �' 'bf�1CI f : Frj ,if J jr- IYI`'r r l j_--t'Q I ;-�Mdv1 L LL-- F%jO' -Illy' MITI rr��,�. Li^Y7 S 'T�IiL I•� ;„ /. t+' � �'� I1E�!Y?L .• ]1 cue •'�IJ�'J'.n{�� J��a 1�r Nln -rlf.4iL'' ell, � -•i�i�Z{ i �rt ♦'7� N�l',�{►1 •:•� I- 1 -11 yy I}p..�i�lF �V4Uc J lIl ©Irl.'rl�u • is t* --wtis�'rT� r .a I,ft L%Sr -•,,mrf e I •:Iti; lxir1 I �r}��-r•�! ,.ti♦L rT`{"' fyr, 'fY•: I J M. 4 ' FI •d%T 4n ftnh Ujiv--;.T . V. eve !{j �- -='1'• • 17.�\x,1�1 I 1 I ,Jlr,,,.�l'� = I= �: 11, A A ` ' 1 �.�1F� I}'.•i�rrJ. III 11 r' -I •�_11�.. �.�r II �!'1 � CI _I rllll-I• II _ - II' I I'i '� I h i~- - I�;!' �'� I �1� �� _I 1 LI 1 T 1 Tr I I n r..- ' I 1 _ * :•1• _ - I l'11 -7 bI 7T -W17 h i -11—t� �'mt �1 T. y 1 ., J' - fin riE -"Tr T 'T rT .� 11 fY� r • r 11T1 17�} 111�i T l� fir- •�-r:� s 1 r 1-4 TIC ••,�}jl LT�l1- _fJl�wl IT r- �s� 1 >`t - - �! Ir 2a7-�Imo'' ft- ' . - i'.ew >�' r s.w f criz • 'T 1-1 _•:rTr)AaJ I ti .�x—^ •V�T,fE~'L .r l�y l 4y�1�ifSTsfT .G.:, I I I 1 ►11 I t G 1 Tyr I �T� -LULY!! _►j QI �aMf b 9C IT t- 1 WOOL -i i••['I.,,o '-,L-rlrup :xl 1 11IL-d!* Ttil ARLINGTON COMMUNITY YOUTH 0= -3- August 10, 1991 9. Area separation walls requiring parapets should have parapets at 1-east 30" above the roofing and the top 18°° should have non-combustible faces. Secs. 505(e)3 and 4. 10. Area separation walls may terminate at the underside of roofs which are entirely of non-combustible construction on both sides of the wall. Sec. 505(e) Exc. 3. Note that one side of the wall has steel joists and metal deck and the other side has wood trusses and a plywood deck. The exception does not apply. 11. Where the area separation wall separates portions of buildings having different heights, area separation walls m. y terminate at the underside of the roof sheathing if the framing elements are parallel to the wall and not less than 1-hour construction for a width of 10 feet along the wall at the lower roof? and where the lower roof members frame perpendicular to the wall, the entire span must be 1--hour construction. Sec. 505 (e)5 Exc. A & B. The building does not have 1-hour construction on the V-N side of the area separation wall, �so the parapet must extend. 30" above the lower roof, The notes to stop the area separation wall at the bottom of the roof deck should be removed. 12. The ceiling, floor, exterior walls and interior walls must have 1-hour finished construction in the second floor storage and mechanical rooms of the V-1 hour building to maintain the 1-hour rating, otherwise it becomes a V-N building which is not approved for the A-2.1 occupancy. 13. The 1-hour floor assembly should be two layers of 5/8`° type "X" G.W.B. ceiling or should comply with the trus-joist approved 1-hour floor/ceiling assembly if trus-joists are used. A copy of the assembly should be attached to the drawings. 14. The ceiling of the storage room should have a 1-hour approved assembly. The storage area is a B-2 occupancy. 15. The second floor storage area (B-2) should be separated from the A2.1 occupancy by 1-hour occupancy separation.Table 5-B. 16. The toilet room and locker room .floors, bases and shower walls should be finished with a smooth, non-absorbent material such as ceramic tile, Portland cement or approved equal. Sec. 510(b) Painted CM.0 does not comply. 17. The water closet walls and walls within two feet of the front and sides of the urinals should be finished as required in the item above. Painted G6B to a height of 410" above the floor should have epoxy paint. Sec. 510(b) . 18. The building should ccaply with the Washington Barrier Free Code: a) One lavatory in each locker room should have a rim height of. 33" to 34". b) Hot water lines and waste lines should be. protected or guarded against contact. c) Lavatories should have lever handles. d) All doors accessible to the handicapped should have lever handles. •. rQI I' IN;,,111- I =�_- --•a.�--•1 III IA'J 1 I:I�I.lI1�Y� IN . �•�CG Afar -� :J10 I" .i. §"V.1l f'T.Lc-ra ejpo.repm 5�L11^ �4Jl wi r1 [rbr unmhb—Lf..1ma E. 11-b1 l _ -M-.r ,Fly 7 41 h i.": -n- ' 7F� tirC4 Irxr rr i%F cN'I. 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JI ff n4Y6'F-T ry c �,II•II ► 'STirLr. IVNWVT- TI.I (MU- v�.s` 11 �.. [Yy1L I I � 1 ►I.�_IZ• �. 111 71 •. •1 LJI' I� 1 ��J_I Ifj-z_I ITar Ll+ T]T?°11I 1,rf I:' :I ' -• •�i t� FYI •a1 [ i r' itr«11 1n 511 -,1 _. ,". •n r,f+• _.- n \U tad. •c' '•tom ;f _T I 4,':T-tiP` 1 L AT r - -4•- ` -,.� �• 1 1j,. N,3 �fi v. c o[1 d- i+-1TlInc 4r•' i `3'�•� ovt4 rev. 1K1 I-. N rs ti q ZfI r"ELPOVIM vvmT n- Plkw 10,V- T-% A I`.tis11 "J%9 wwdcl R �� .r1L�rJll�,!�17IIL :V'f�flrtrisf r�ti n . ,.�Ne •T 5 1 rsWtE rKoo-V rr'a�s igb -II: in HJ-■. I;-n 11 y(i fti JCl 5 :rp �rol�. Gnu! �f tit �tLh n -•�f11C11 Milk 1 r Lei ''"y' r t� =T i_' ;p -��r.l + -u� e� i_k ' irk -FL-fr:i',iX%.i;r.U!T)t %PDM WA-ZI ti '�-E:� I. V ��r �t1L LTCM ;Fr;•IM�If �/�I �1�•- 11J IY,q '$k•] �I11-L �T!T 1 7—tl� � f.ftr trT y. 1 tr�l �1rn .11T y�r • r 1 I ^' I L I-L-vf, r cI ZL 1 - fkti j_ I•Ilrr' 1 11.1 ila 1 pp- m , _1/ r— �,1 1 - N -•�' 1 1l' I - _ • — • - 1-1 _ r -dUr LLIu �iS� rinT 4T, yy-�l'�' vhei IT-11Iy.i�tA' t!}s T�" lt'll l:L T •,QI•Yto 1141� m1ll Ti r,'til - .. l 1 i '�f �• l�� y4j*+1p •.'• '-I LI XtJ �p or •*R•Lr11 vufl 0: 1_AT 1" I u'Tr11frt Tom;_ :s I'f "t-,!� rlr�*�: a �.�''•1 rs•� �u 1 •'ry�+ 1- r� �+'11 r--.UT paffp-, 'T 1 UL4 O_jj W ti•b RCrn: r 1-n� VT_FIJLSI7d ri .1T1 .I 41 a' F t�:e '1(' '1 - M111 T If L- IL> I-1r.1L _,•? r OMMJ1 111 Vr1Q;f! 7d �1�• ��6 76" r I 1 1 .f J T • I �f 1 1 Y w a 1 11� �r ter+ I�i--r1�+.rn,t T1•. I.rR_� T_ L � •-� a,. . L _wt� J.H y J_ 1 �• •�r}'�i� 1 ,tin,uliatri grail VIlr461 ' lrriz re1;T:v1i',r-m r- ••nirywr 4 .L1.}r ►I111JII h[1 'yf !,.�-n, �1.1r- -► -LL'l :n i •,'diAll?itt crtr'x-: I ';Its' 1CI ARLINGTON COIK NITY YOUTH CENTER August 10, 199.1 18. (continued) e) Doors should have a clear opening of 32°'. A 2'--8" door does not comply. f) The center line of the commodes should be not less than 18" from. the wall. g) Lavatories should have 20" clear under the lavatories. h) Thresholds to showers should be .flush. i) Four Handicapped parking spaces should be provided, located the least distance to the main door and to allow access without entering a vehicular roadway. j) Handicapped signage should be provided., 19. The water heater should have seismic tie-downs. Sec. 504 U.M.C. 20. All openings should have flashings. Sec. 1707(b) . 21. The clothes dryer should be vented to the exterior. 1903 U.M.C. 22. A street address should be provided and should be visible and legible from the street. Sec. 513. 23. Toilet rooms should have separate and individual exhaust systems unless there is negative pressure in the exhaust system such as one fan on the roof which vents both roams. Sec. 1105 (a) U.`I.C. 24. The expansion joint material is noted on sheet S.042 as referring to the architectural. The architectural refers to the structural and is silent in the specifications. The expansion joint material should be specified and should be a material which will give a 1-hour joint in exterior walls, the interior 1-hour walls, and a 2-hour joint in the area separation walls. See I.C.B.O. Evaluation Report No. 4806. 25. The rebar in the concrete block pilasters in the clym building should have a minimum of 1-1/2" concrete/mortar coverage for fire-rated protection. Item 5-1.1 Table No. 43-A (Detail S.051) and Sec. 1701 and Table No. 17-A. 26. Doors No. 121A, 123B, 124B, 109A, 109B, 107A and 106A should have 1-1/2 hour rated doors, frames and hardware. Sec. 505(e)l. 27. Door No. 125C should be a 1-hour rated door, frame, hardware and be provided with a closer. 28. Guard rails at stairs should be not less than 429 high and have openings which no object 6" or greater can pass through, (5-7/8" max,) Sec. 1711, 29. Reference is made to a mezzanine on sheet S-3. Unless it complies with Sec. 1716 it should be changed to a second floor framing plan. it�'f f�f' � rhv.; -� �� 1n._rr•� �rn-r�,c -r T•r,m;.1� [-r�_�� .If, Z2Cd- �Z 'r r i'I�f 1t. ra..l V YR-I _n --t- - S r i rtA'1rLP_ r.- ILA I (•T .1Tf rm7 i� rtit�'1' itrm!t '", ttl>,tfi` :�til �T f3►1 '!i'�-�f�r 0-"I ��, .�� Alt �.;i I 7�'��''�, 0 .S [I1Ic "Firiitl Mf V-1 'Yth nl ly-ritr 1 Iv: rs�rr,t� �K' fit?rt,ris, �xt•�+rtria - ' �'c1,�itG�� ' cod f fox}-.- I 1Fs-}+i2ia -vt S'1'r bdff i:rzwis nYEAZ-crr fRT aT.vjTr,,I !: tit':i•�rTM� 7aLti l-� Y� r.-�liis ct 1W =-a- n,fi " ,er{u - ,i �'tn it-it. rmi - - ,t�1'�';![� t � IIiI'�J�'�@ S!(�;_r-.��:. i�7f+�j!I�LL1•� 1' '(r i W'" _��= .x�nc lrt �3T-si: t/r�tS 1�11Sr• i�-'34T = - ��' +' .•••' 'Q '=0��: . •G1R�t '+3 �+'L; : ,'•. .z �-�lL.I `0-�!2 tTrr'1�LFo a .la r_,T te �r w J�41-42: d oF''�LL` 'cng�$•�g; 8['►Y"�Sl 1l dL,1•);i t-.Tllll �. fi`Er'�'3 �� {' r.•'"rI~. c�UL'-i =1r�r ;11' ; -71 ti ' W. ;tea ti3 ';` �.�f i I x`f`Y' ti - f_'i i i i �- o f i t_ t.. i 1i i r�-, � i�- D i Z�_dT1Tr•1 e 1•TnLH c s I L ig Fil .tf r.,l '9 � �[XJ . Tt _Y *,a k- I- if j 4,a •4-..n uJU T srs�9 gi i hZ6h3f .E:r e..shr= :lYl Lt.yt ,, t5 -N. ..� --I�L rA 'I Jmrv'r' III r-Ij �L[m� � ��' �r „rn1-_ i suer• T-FM.t iI--.*.r'1P : .E'1XatR= e- r n rijCV1;?: sup .-et � :•� I C' ''� + ram=' uill vi W vVii- In, FaW, .6FAISW 'ts�c.�l tf1sx',:� -JAW i _�� r • � n ,r •=rti ,.� •. �� -ti-.,.. .,,1� v �cr�r�rrT tii�1' .�s r 1:r.tia� hnrrl .. - ,. ikl�� r7r:+ f fi z- r:Y,� Ala •.•a.'aq lvl'v lor rn,-L i-1 mac+ +►tt��trr r �rr�l 1140 nIr11:,V" '-A- COO ,.d-p fit- Wim � ,r lF--P_4f4), ' t .lit .Old'2 � 1-11,h! i rr ell mtr-j -wrat =��1'1r' t act., '_ v I i titiI I i fi r lllL "-7n 1 .i :t s I ..a.T%UTL .w i=*cc .fit .T. (' i?Ot' alp UT�mf•mi�i l!-1r. :��:a , ii't�?�t: 11r��',r; ?'•�T L� All Us .t--1 Z ' _•� i L u� .i -T+x' 1 I ' P - -M+rr."� k cr-.I 'T� i fiil'T • .L e 4.1.4 Ic t txt in• '►1m►kd-IL _f Es T_1IEL f �� 'l' ::"iP � �Ht► ' ��)i ..�I-' 1� '�=r.I ..M, mar.- 1-.1P -blattA2 IiJ m_awli . F�' s;s� 1,1 sa•,��lr•1 .L -'� r�, i rm rT- a rxt n�it _�I .P'��tj •}�J�� 1 �r-L 1•. t� � Ql-� 3 Alt' r 1 rf vir Al A U .L-Q y ARLINGTON CQMMiJ ITY YOUTH CEW `ER PUgust 10, 1991 30. The effects of eccentric loading should be considered in the desicn of heel joints for wood trusses 24" o.c. , and spanning more than 35 feet. Calcu- lations should be submitted by the truss manufacturer prior to the permit being issued, showing that the heel joint connector plates are designed with sufficient capacity to resist the direct axial stresses imposed on both the top and bottom chord members by their respective nail, tooth or plug grouts, using the reduced allowable connector loads for eccentric loading_ as shagn on Table No. 25-17-P. Sec. 25.1739 U.B.C. Standards. It should be recognized that in the actual fabrication the top chord does not tightly bear on the bottom chord. Some of the truss manufacturers have a "built-in" computer program covering the above design. I.f so, a certification by the .fabricator of the trusses stating that their trusses include the heel joint eccentricity design, would be sufficient. 31. The non-bearing walls should be held down from thebottom chord of the wooden trusses with approved fasteners (such as Simpson STC clips) to ensure that the truss chord will not bear on the wall. 32. Masonry walls should be reinforced with not less than a total of .002 times the gross area of the walls, with a minimum of .0007 in either direc- tion. Sec. 2407(h)4B. The masonry section of the structural notes has two #4 rebar at 48" o.c. , which is .0006, which should be corrected. 33, Structural detail sheet 5.051 shows typical wall steel for the 8" section which would be one #5 at 32" o.c. , and then adding one #4 at 32" vertical in the 12" section, which is less than the required typical vertical. r.Phar. The 2 - #4 at 32" o.c. should be changed to agree with the item 32 above.. 34. The space between the floor constriction and the suspended ceiling or contact ceiling below should be divided into areas not exceeding 1,000 scruare feet or 60 feet in any horizontal dimension. Sec. 2516(f)47Miii) . If knock-out holes are in the truss joists, the holes should be closed to comply with the maximum areas above. 35. Draft stops should be installed in attics of buildings so that the area between draft stops does not exceed 3,000 square feet and the greatest horizontal dimension does not exceed 60 feet. Sec. 2516 (f)4B(iii) . 36. All concrete walls, regardless of height, including foundation walls, should have not less than .0025o horizontal rebar and .0015% vertical rebar, with the spacing not more than 18" o.c. The 8" concrete walls should have No. 4 vertical rebar at 16" o.c. and No. 4 at 10" horizontally. Sec. 2614 (d)2, 3 and 5. (Details sheet 5.034) 37. Roof coverings should be not less than class "B" roof covering. The exact manufacturer's U-L roofing system number should be submitted prior to the permit being issued. This applies to the noted class "B" torch down roofing membrane which is noted on the drawings and not specified. Sec. 3203 and Table No. 32-A. tl}�T�� _n'11 l IT_ _ ~r i �. •I i �uI'��_ Ir 1 :.� i�}'►�� ' 1r iw�r.�n�� 1 1 : 1 r •-• '•:rlr�r rl " 1�1[:If i� IT ►1 "tt 1'I_ ff� •-�•a �� ?•I�r-li.� rah .(� �E 1 11 t'ru11-ELL- _.I_•4r1 II:=. ' T -r- M Yf ►I1 ► �.•, -J1�� T' •.1 ' . .yFr->►1�.T•G �L IQ.U� F-►�1�J.1 31� . '} L1 IJ '�I dtm II -T'_fl�l� flat 1�1fr►af '}f2F• t_v:11, r I I+16Yl,.r rjL r i vw�f _F►1y8 Tt7 AI �MJMd' �''_f'1=• 1 1v� uI-IJ�r�PIL �R� rr.1.`11 IY^.. 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IJ �i1-15�� [rL I � _] _�11 ,troll IIW{1 �C �fxIJ R91R1_ �' ft .t�WV 1 ,rli'.J;.ZS►_ �.r f�-I:�� 1, +TM'�'II� .�r '.mil -y .,f.1C►� �I ? 1� .,� � [i0jr 'r 1- I ` 1 9►41 fir., r :'�:p'�►,J-tE>lj 1-rI-SLI PVX�I 1,17 ' .1 :I,;t=k' ELM---- fti- •lf-V&.i . . �4 Ul -'�ii, f111Si �fi 1's'iI-�' T_RJ' I`��fPt i I� �v�� -�IiGTrltitli" "�■ -rr- �i ^� � .Ww74" _I, �1►7[ • i I tilt! iy►J.0 1c r»II Ar1T i 1 {W rnIII -I M!"ti, '!W4' r++! r_ n"! ` F - 1"EnfdC p_I_ Lw �rtrrr�'I r �i dl_ �- um-Im I I r-e' �I' G�1 rE7_jU _ .a_ .� ^jfj'� &I ��i i*. �� Y`rfT�'r = • 1'�� i f�U '� r-I �•=1 ' w WX • Q 176 rb i "�-i�-i� % L i - 1►1- 1r1ZL,- I--' IT i it ti7�Lti.• i Ir 1r1/ • 11 1 �I �� "flh� _rirt. 1 -11L n 11 • - I ■IL I _•./1 r I IJ ZI=��' J.- _I''- i� }- i ►1 1►I_ . .; . I 0. ' .vn vu I� A fy v u asf1G�I ■1 ' '.�+r�,' 1'�d■ P t-'r rim1�r/ ►•)�'i'y'I �� _ �pe•a tl�J' •"I1- 3i.-Apf ,fi, 'Cry �11luTu j'1 1: ,mac tT�l l� flY�l eum rLf'�- fo i . 1ti-' : 1, k1wa'1-0 L `.fG 5,11 - lr1 11r'f��'► • .d. .} p j Orf�` ' �l _.ram e f �� . 47r- hl I ) 1:tlrrlf.. .rii1T."■! �I}�l �`t •� 11••1-4tvr- �rl ' � 1�4 � u . i U-il A Kp 11 f � .1�-~ . !V i _n�, ;}+%all 'VI 11,111 tr f T-I INS .'er' �' �-al- wavo, laro I'd R-M, �A- [rti I .f-mf x rrY1i .♦ hf 1 1J♦ p.� 1r�i 'a "/ i Iz�:Ili 1 1''-91�raY�E �I1 FOry `- eF"y 1•r_. t .iJ -du OTiG,ti'.i h' - ` ry A - � 1.• 1�171 (�I1 1- _ r _- ` - ' •1 -- I • 11 -. � / f i � -_ IF—JU im f'1'i \\t rl'I iM 11 h,1 1 I r LVa-, ' r''it�wv• I 1 Ln �4 1tf I t- .': 11 u' ( '1 SIiLI 1*I In — Ir y-fi2 •�fs1 tu�Iul�' :�i� [`f1'TYT1-'lr � -� n a-" � $,� ��'k! �: I - '� _I_ _ 1 r i�.rl�1 S—,ice, r I♦ It 'l ' 1 ' 7 I l -1, .,►E•� - �J.L.7 W 79 R 1 11;1 .� nr ;ilaa l' Ii1� arl l ' I9�P1• wlutl� - 11 On `73 11 1lvr.Ir r-lm1.'''rq . . 'U ra ! 1 -00,La 1 l�rST1T .•- -' ,1'-1f!•fi -?'lip' =I1 3 �-.It ZLi�y ;� ��1,' ��Y .LT�r�I ��'"�-f`" ,�-,�.y •51rrr IfDjf,)d I% AiNt•.1:�. ', ' • } C F +-1 � l� .LI'illlvi �r.xfrri u77i if'1e im' '.'�'dV- Al Oiti i e'i 1t?[>� ► �.Tf�'lum�t �1J�'- •i .ram. AN r f" ARLINGTON COMN UY YQUTR CEMFaR �67 Atuqust 10, 1991 38. Roof drains should be provided, sized as required for the roof area. Sec. 3207(b) . 39, Overflow drains having the same size as the roof_ drains should be provided or scuppers three times the size of the roof drain should be provided. The overflow system should have inlets located 2" above the low points of the roof. Sec. 3207(c)_ A detail should be provided. 40. Eaxit signs should be provided in the gymnasium, game roam, and the community room, showing the maximum occupant load. Sec. 3302(c) . 41. a) Three exits should be provided from the gymnasium equalling 19.6 feet, divided approximately equally. Doors 125A and 125B should each be a pair of 3'-0" doors. b) Three exits should be provided from the tributary area of exits 109A and B. (981-600= 381) Games roam and foyer (200) , crafts and library (25) , offices (3) and weight room (12) , totaling 621. The total exit width should be 12.4 feet. The games room door should be a pair of 3'-0" doors. c) The above items are based upon U.B.C. Sections 3302(a) , 3303 (a) (b) , (c) . d) Exiting from the gym through doors 109A and 109B is permitted as exiting through adjoining areas. Sec. 3303(e) . 42. All exit doors should be not less than 3'-0" wide. Sec. 3304 (a) . 43, Where is door 102-c as noted. in the hardware schedule? Door 115A is in two hardware groups. 44. Doors 123-B, 124-B, 121-A, 120--D, 120-C and 120-B require smoke gaskets. if ° *2atherstripping is intended in the hardware schedule as smoke gaskets. The hardware schedule should be corrected for the weatherstripping of exterior doors, 45. All exit doors, including the doors from individual rooms should be openable from the inside without the use of a key. Sec. 3304(c) . 46. A landing should be not more than 1/2" below the threshold of an exterior door. Sec. 3304(i) . 47. Corridor 120 should have 1-hour walls and ceiling. Sec. 3305(g) . Details and sections should be provided showing the 1-hour rated assemblies. Note that two layers of 5/8" type "X" G.W.B. are required on trusses. Also a fire damper is required in the duct penetrating the corridor walls. Recessed light fixtures should be protective assemblies. 48. All doors in the corridor except 1_20-A should have 20 minute rated doors, frames, and hardware and should have smoke gaskets. 49. Stairways should have a hardrail in each side, locates' riot less than 34 inches nor more than 38 inches- above the nosings, The handrail should be not more than 2" in diameter. Sec. 3306(j) . 50.The stair risers should not exceed 7" and should not be noto-d as + 7", Sec, 3306(c) . -- L41 -04 ►•:jl l r1; a lZiXiLr r 14 d. r Trl Lei 1: i rl d':. . fi Q CNN E �i 'Pfr r�r� 'w� I ,;,, .i .�:■ �p 3x, r 1 - [rI :aQK7i n Si .0 -I- _a� '1.le riv-�` Lv-rf a LArinu a ui I i'm r Ie s r .� T M Ta m I i wn 'T-M 4 �'JI; ►r01�TTr cx 1[ 4 rrTilr n 4 sT4a'IriT 'L;i , r 1 k .. +�•1ue $ Q �f � ,s-1 Yli1Tn■•I I $r_._I - '� jr .� •:.;oa 14r l -�� 8an�►S �lo+j ,qxv-A -r-al 1 Tlla .�- ,Vtj .r? mw—ow.. !a'i Fir . Irr ar •'t Yltt Ay. p, p',eir 7fT1'twCTriwv-t,li.iri['.r' Ili 'fl'` •','n] •1- }eiu[rr•117 cYt u�PYi:• nfJN': r T:cP T? I �� fl rrrrorl, 47'-f fol, fir-`'. 3r-' ,1•`1-t om, ► ti�l�►�I ,v.^.rrrya Lni�.l3 Tl 1' .rr vyf- '11-►'� Jq xlT a n Tit '43 E.M;W ,r._u_Im�1_F3 TTr' IT`l' I IVtY` 1 1�:i �Vur!i •s1'.. eJ�C_7nrt• tVIF P r l [q • (0110- r-"i fiTg TnDm '_nficn lcr., ytfnil_ iTIC.} 1T MOIL {II..fir $bt"- .Lr.Inl sr,!n I fL1 iV,rLT6ltrjl 'I ICU) lwi-" -ItIbL•„' lfrr .,"rT 1.Q'• E �;.�ri '_ o r l r�� ZL/N I r Mi E']i1Ftr -� � .'�• r I ;t� i•E �� WEE r. -�(r►;''�'' :J�1,7 1,1' lmisd �•� I3nE L ."IN--e 11l ne'17' ha I . Ptjj I �r�1►� rr•. 1-crj}crr.T l-r -til 1Tn"'l I fm AST r; RXCA fPfr-T . !71. lal 'rh . . rank LOD I -e �� n•e - '•l,'S�r •�' &--LvyW �1. iT'�I •r' .v 1 CIS -..q r 4'AC? .k. �rl.�.` � � I trw ��1 .�•'S dp . _ Udl „eA •11 ni hK•VA t I - L —n.,'I -i :,IT le r'■ .I ��+ �il�(,rp•• .••il�l^�`'��:tz� iri - I fKsii.l a^ ri r .�l�tra�is a� r tTrm= '�^CI ., 'f?1 'R n-r�4 �A 13 Ea..1 t�.F- .A!• .. .I 1_ l L p.►. . \ \ II '7C1 �3t.Gr• 'F,, {�I i i 'TltiC1 �i tnca l - 1_I rF f 1<st-tFZ1 -A i%ki o11k =iIgt- I Err r11`:A•jff z ti _cr�l:'E;1rlr i ��: ■�Ord PLW lxrL111'.va; Abao JJf 1.270 ast!l 11=r p1L-i3 1�p 4IDLY Ial •l�a,�. 1,.I jr t F ff' J'l�•n_y6m nL 'ir. Ml Ff=!w-•fA -Lid un!-e "A.L 1-a- 'Ll "' ffl JAY �; n.4o;rTu rfi�..C�litif /r ,,d6 ��.+A,�I T ,•�, I .�..r:,r1 .••1 �I ' I I ill;. , _ ►Y1 ll`I U&j -J_ =p �1 ' I -T.1 /-P ` 1 - -�, •T r. 1 I n♦•,n r --O��i �1 ■ ter. 1 1 3 i ¢.1�.!• �F�11 11_11 i �rT_t,trj'rxr 1,�1 �i �li,�.� - •.Z� -;&-t—rinn nA4 Al nih �Wd ,' t tom* :Trry • � x�-,-h ••1u f1� �r I��1- Aft- -Al 'F 5111'A• G/ij,�y1V I'1 11•A� I Tiu i., ,��tl 1 "61 , T -r: 61 Tyr �S rM �, 4'L aiP �Tc-rf1;j ='t�1 21s' 3�7 j -r-1 �:' rT l :W.4r 1 �-� }•_ '1 11'�^I , :ram\r>?j LIr I ff -T� Irl !mv %rot:O rfi.Til 8titkr, 4�_ III ��'.� 1 �!:I f, " 1Tl 1 n■rr. -aL a_ 0% d iXC1C11m I •.= -� I �- r, •x� u1r 1�nF-1.117\/ ti'19' ..r-`1'1 'V, Wig t j I 'pub mri •I 'lw Rgam l i'' • -f r_ T'. Y 11 !Rr � ,jnj it - 'IV17�`1 Jiff' r._ �• ��. - �.�1 �1�T\f, I ARLINGTON CCP]19JNI'_-3' YOUIF CENEM -7- Auc;ust 1.0, 1991 51. If the handicapped parking is adjacent to a curb, a ramp should be provided not greater than 1 to 12 slope, and should not be located in the sidewalk, but should have a landing not less than 5 feet in direction of travel. Sec. 3307 (d) and Sec. 7502 W.B.F.C. 52. Exit illumination should be provided in accordance with Section 3313 and should have separate sources of power. 53. An illuminated exit sign should be provided at door 120B. Sec. 3314 54'. All illuminated exit signs should have a separate source of. power. Sec. 3314(d) . 55. Aisles should be provided in the community room, games room and foyer_ as required in Section 3315(b)2, It is recomended that a table and seating layout be submitted. 56. Because of the obstructions around the building for .fire department access, it is recommended that an additional opening be located on the east side of room 125 (gymnasium) near the storage room wall. This could, be a door for access to the play .fields and could also effect the requirements of item 41(a) and (b) . 57. Glass in doors should be impact-resistant. Sec. 5406(d)l. 58. The building should comply with the Washington Energy Code. a) All glass should be double glazed. b) The hot water heater should be placed on an R-10 insulation pad. c) Heating equipment cannot exceed 150% of the heating and/or cooling loads. d) The slab perimeter insulation should be installed as a thermal break between the slab and the foundation wall, rather than just under the slab and down the foundation wall. e) Calculations should be submitted showing compliance with the �tomponent Performance Approach," (Chapter 4 of the energy code) . f) Lighting in the community room, the craft and library, and, the games room should comply with Section 425 of the Washington Energy Code for the lighting controls. g) . The rigid roof_ insulation should have a total of R-30, not tvo layers of R4.0 as shown in detail B/A-8. 59. Access to the mechanical room should be shown, Sincerely, / 4 )1 � . . J H, Farrens, Jr. b� n 1 r'it rit+ fir. f '- To r. 0 WAT — t r _ ;� ^'-� r-� ti fi. III I i- u I I _ jr GiIJ '!I 'Iu� l �1 Il`ri I IY.`�, T I.I Qm rr t rr_ _� r• II iry� i:•z1111- L171I �n .y�yrJlc•_,�IJ I 11� -I =,I ►� f SIT .1 L^`�1 ��.I _ 1 T�17.1� - r11 �TLjL I .'1` �.�-i�.�ff ' n.'i .'�'� I�T' l .j'•�.11 Ic _�� i•wl:�f. � �r,t �.: I.�� rT 4w 3ra� >x� f�� 'i '�,',t/Tr{f- I�:'iJ�rr� �� '_ '.� •�- :1 rr : NIP L 1-`1►Vi to ''•J N4F•IL r-_ is LLx1 - Lo-bMT r,; IV,% .4 ' A- w, �Y uG']mrj A,4 =' p r T!-d' U = l'ti?. �? 'i :' i,.v I,•i+ r ( LTIC II[I — z I'sTr fTvc% •• ' ,G,1—.r1 —I f •r,�:ll•T>� I 1 I "�:�-rl—I }—i:��'�., •'�= r r 1 r bt —II- s = CIV -i -1 ti 1� u «r i u .� I�,1"' TT;Z ixT.�-t ' til'rr. A.�(�v . 11 � _I �;,!3lnrhrT�� -:f �*f'tti►.*->!• F 'Tr1i rn J h j1 ?1'.W-' � :�Y �`^r_q 1_\i M 'q��F_�' .4-{ �1�IY7[1 I�Z3�.T�i'•i I'tiJ1� i I I�1 I I� j�~ '�Rs T /�Ir •- = - L i,t�y:v �1` r e.11 Ir'r'�� -LI�zIL 1'T Tc�i1 �T711'f/�1�,1 � �•�f. -,� 1� tm 'LL4.? i �•31'.�=. I .Y y �r 4- :I ti. I r 7'r. " fly �tr�+ 1�_�i fn •�Yf� !`'I•I' T:Lt �'�L'� �h` -►�u d' r- . ti .�i� I II 1T1.1 f �. +`�• • • u I '• 1 �� ,I i � -r•ry � - j r I.► •rr i _•n I \1� n_ Q-Mrr11' I-T- Tri T !1j� - �♦r��{'� / r - • _�S►TLIr • •'„'t1{/ I VA 1 Tr1 -.�"-r^P. -k1', \'- .fnF` fti`t rr r-,ple•1 U[- L Ixz i Ia - ICI Z r?rrn3s• 'WJMt1-•J - 17.•- +.y{ •�^' {� rt -V t mac_ !r "mL'I IFTr4T*rii 'li-�III . ; tAj rr;t JL. g, —__L_!+r�- rIniih Lr-V II S�1 --SA7 � I I., i r1T1 i ' 't5" ,1 �, 11�~+ ��'- d F• 3 i li� �i>zi: 1 � 1�1U' IY i �� 1-•- _ }�h! } r vL11;.`► 1st'L'�. !Ww'aia- 1 ,_ 1111 r 1 y�1 L.-=' 3AI-�-a-In L_t SiYr\ v1�� -��i fin' I -r*'-1 - I r\ f•'�'�-�lTfi r.�y�� Ir. •n=1ir rpLriI .�ZI I _•I t _�rrtrI Vf 'M'011T '1 oil T r,1-.J_-tr3'i'',» • - �l �r,l�t= ' I I N: IT .. Imo'. � Ic. ;, l�• N I � � I 1 -� � _ - - •� 1 •. y11 1-1 _ _ - �1. I Iii WI- 1�I. I 11 I �R�1\�1 �'�. �. M\ nl M f III [• 1_:I ~ ? _� _ �. _ �, ► - s� I •�a lips._ _1� ' dT promo �1 I Ttri• Yr— r.�s},1, �:rl _ •�} i Y�!`iC! r DEPARTMENT OF COMMUNITY DEVELOPMENT STAFF REPORT ARLINGTON COMMUNITY YOUTH CENTER April 10, 1991 I. GENERAL INFORMATION A. Applicant: City of Arlington B. Owner: City of Arlington C. General Location: SE corner of the intersection of 188th Street and 59th Ave NE. D. Address of the property: 18513 59th Ave NE E. Description of Proposal: Arlington Community Youth Center/Arlington Boys and Girls Club F. Approximate Acreage: 6 acres G. Comprehensive Land Use Designations: Site: Community Facilities/Park North: Industrial Park South: Industrial Park East: Industrial West: Aircraft landing field H. Zoning Site: RC 2 . 5 North: RC 2 . 5 South: Industrial East: Industrial West: Industrial I. Public Utilities Water: City of Arlington Sewer: City of Arlington Garbage: City of Arlington Storm Water: On-site retention Telephone: General Telephone Electricity: Snohomish County PUD Gas: Cascade Natural Gas Cable TV: TCI Cable Police: City of Arlington Fire: City of Arlington School: Arlington School District #16 1 r Hospital: Cascade Valley Hospital J. Public Notification: Planning Council 1) Published in Newspaper 3-20-91 2) Property Posted 3-21-91 3) Mailed to Property/300 ft. 3-21-91 * A list of property owners within 300 ft. is located in the official file. K. Environmental Determination A declaration of non-significance was issued on 3/15/91 and issued to the following agencies for comment. Comments are due by March 30th, 1991. Arlington School District #16 TCI Cable Snohomish County PUD #1 Dial Dig Washington State DOT Cascade Natural Gas Dept. of Ecology Snohomish County Community Development Cascade Valley Hospital Snohomish County Public Works Arlington Post Office Snohomish County Planning Dept. II. BACKGROUND This property was originally zoned PR-Public Reserve under the previous zoning code, however, upon adoption of the existing zoning code in 1985 it was determined that this zone was inappropriate and all properties zoned PR were redesignated to the lowest density residential zoning - RC 2 . 5 . The RC 2 .5 Zone allows for Public facilities only as Conditional Uses. The application is for a Community Youth Center/Arlington Boys & Girls Club. They propose to construct this facility in phases as follows: Phase I is an 8700 square foot building including a community room, games room, kitchen, and restrooms. Final building designs are attached. Phase II is a 8500 square foot building that includes a gymnasium, locker rooms, and restrooms. 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SHEET NO. 1 OF��: 110 Prospect Street CALCULATED BY h t ` DATE-_�J'Z/`r?-- BELLINGHAM, WASHINGTON 98225 (206) 734-7194 CHECKED BY DATE FAX (206) 734-7399 SCALE T � L _ __.-...._a. _ ._�. 6'f r-�_-.._:.....ct�.� Lod�� ._ ..13;�) (��x►�v) 1�'.._ _ ! �t- 4!t K . ._._�eJ D� .___..,..._ - ----- _._ .._. .. _...�.-�...—..;__.._ _ �_... _ ... .:_ ---•-�3 ��_.�Z�lIOoX =.�f�. Q I IG_ ..._u.,� 6 v P c.�,S 66 w_�....�.___...�� h t►P.►,�GLr G'.F •��Ll.✓�L-e-�_�a AO i� 1�- P,$I' TD �o � 7 ,L . - .._..__. _,. . AcLa"-X-A t . r�2. LAus - Qr—A-It -r! v ,.J s v ID L . - T�L _zflay- _,�.,:_.�'�__ �_ r. S�. .c�-'r,�,t. S S �P� - -�3��:( S6 �s"3�ZS. _ .1 u • 2 a. K ...� - G �. cc E-•.1-;u�•-r �,,�;�, �.�� - - 13��'L 3�:xS3�Lr 6 .3 P�_� . _ ' �- GA h�'S.-- �--•••.�.—�. 1.�-�� z. ��_3 ��"C3 61C��') 2�''�9�2�•K r 3•11 < . fj0 P-1 - i- r 6:K i PRODUCT 201.11Snpk Shms1205�11P700eE1 Qs Inc,Gmlon Mw 01471 To Ofdu PHONE TOLL FREE 1-800-225-M GEIGER ENGINE-1S JOB Ii12t.'�G-To. �'G Fr_ 01- ci i ,_J Geiger Gossen Hamilton Liao -agineers P.C. SHEET NO. 11 OF 110 Prospect Street CALCULATED BY d !� DATE 3 A Z 2 BELLINGHAM, WASHINGTON 98225 (206) 734-7194 CHECKED BY DATE FAX (206) 734-7399 SCALE 0 r . ?� TE.�r✓ -ram �1��A'�.'��LS• /S�f.�( = T t`f ( /a� = 0,93K • E - Ir .. R.1oF --_.pl_fir�kl... --2't3 pL - GZ✓r-s C.-rL - . -ra c rI u- 2113 P ........ -- ----. I I -P..b,3'S E / -- - • 6 CF - - - -•- ��12 �c.�.�2. 1J�r-'6 - .� y9al)12 X 27 % q 5- kL,1rr CN�� c�2 9cj A3Y.9Z)( 7°X-S) _ C. v1,3 L l , a 3) L IZ v-! Ct'-n� Cs1 L.. ' k`fC G PRODUCT 201.1(SngW Shw%I 20SI(PaOdeE(,®y Inc,Gmbn,Man.01471 To Oiaer PHONE TOLL FREE l aO 22S-M r. � i GEIGER ENGINE'- `S JOB A T2La PJ6-77!^ I- G Geiger Gossen Hamilton Liao tngineers P.C. SHEET NO. ! of 3 110 Prospect Street CALCULATED BY Q DATE BELLINGHAM, WASHINGTON 98225 (206) 734-7194 CHECKED BY DATE FAX (206) 734-7399 SCALE Lb _ . So ' P r Z i2 L.JA L.l. - - lz-v C e),4- -C l Sl,� L-r r1Zo Zc� ✓E-4-j , z 3 Z- r,5 67L. 41'1-!n vNT21 L-S , � �'�- •- --��''�� G .t��. t�>�L-� S G�2,�S(�� 3�i �3°a��J= 3 . 82 � u 2� . C. _1z joy . 2 h�Q'(\ G)-�.o►E�� T�G = ��,� 11 .33 X (A, = 3 NZ) PRODUCT 201.1(S ngle Sh"I 205-1(Pe00eE)®s Inc Gmmn Miss 01471 To ONer PHONE TOLL FREE I400.225-M GEIGER ENGINEERS JOB A(� ► . < j-o ..1 c//11c • iPx 7r �I „J Geiger Gossen Hamilton Liao gineers P.C. SHEET NO. /_0 OF 33 110 Prospect Street CALCULATED BY d M A DATE y BELLINGHAM, WASHINGTON 98225 (206) 734-7194 CHECKED BY DATE FAX (206) 734-7399 SCALE L_. r.'. r .:G t;(.Cot .W Irj:7�S72I.,.2. cttu I :-_�;�, l✓�_I.l Cr6. k��-�}�- -. Z�r j.3..0 .X I Z/ A) : PRODUCT 204-11Sigk$hxul MI(P+ft J7 sk.Groton Mus 0A71 Touter PHONE TOLL FREE 14*U 4w r, GEIGER ENGINEF^S JOB A 21 1 I-) 1-! C r-~ -n �` �- t'j Geiger Gossen Hamilton Liao jineers P.C. SHEET NO. 71 OF Z -" 110 Prospect Street CALCULATED BY r� �. DATE 7 -4 BELLINGHAM, WASHINGTON 98225 (206) 734-7194 CHECKED BY DATE FAX (206) 734-7399 SCALE z. lo L {{ 1 i i 1 Z 5.,y 7 ? �� X2- LiL PA 2 SrP — 3� Xk �JL'r) - fJ = I. ./� S�r.P. N>7 za PRODUCT 20E-1 jSgg Sh")205•I Jh M)®y Inc.Gmm.Mw 01471 To O*r FM TOLL FREE 14*225-W GEIGER ENGINF�- -S JOB Geiger Gossen Hamilton Liao Engineers P.C. SHEET NO. OF Z 110 Prospect Street CALCULATED BY DATE 3 A BELLINGHAM, WASHINGTON 98225 (206) 734-7194 CHECKED BY DATE FAX (206) 734-7399 SCALE Ir - PLY -2 icAce---s 36 za- fo.2 . 4 64-uJ6- 4./ALL �� . o.T. z 7 1-5 -j , .L/ C' 1'lGc PRODUCT 201.1 ISingr SNeeRI 205-1(Pedded)®E Inc.Own.Miss 01471 To Order PHONE TOLL FREE I MO.225-M � _ � � � 1 i GEIGER ENGINE' 'S JOB a�' '� '('� �-� P�-n,:-r� Geiger Gossen Hamilton Liao tngineers P.C. SHEET NO. 7 of 3 110 Prospect Street CALCULATED BY Q H �- DATE BELLINGHAM, WASHINGTON 98225 (206) 734-7194 CHECKED BY DATE FAX (206) 734-7399 SCALE __....._...:.._._..-.. u L�' - - _ ...... . .. 1�' L L j - i��GK �b• ZS '-1�__._l ..._ _._. _ _ I - , L I- J.. : p 1...�.. . _..: _!_�__ _ -s :--�a ckT�r S _ s - :.........., I tF D3 �1, PL� Cj� K� PL b f - 2C z6o i 3 C TZ PRODUCT 201.1 ISmpk Deem 2O5-1(Padded)®a ind.Gromn,Mess 01471 To Order PHONE TOLL FREE 1400- fM /33 ij� ° O o t Irt 36" 22 426 480 1 547 627 708 787 867 o 4 Welds •7 Welds 1041 1141 1253 1408 1563 1717 1872 The B°-36 profile has been"enhanced"via physical testing to 20 718 796 874 984 1102 1218 1335 give you the highest diaphragm shear values of any of our 1547 1673 17% 19M 2159 2356 2554 prior B-Series profiles.These values are also among the high- 18 lase 1617 1744 1873 2029 2221 2414 est in the industry.Nestable sidelap condition available;cover- 2844 3025 3206 3387 3568 3852 4137 age equals 351/4' 16 2508 2687 2866 3045 3225 3403 3676 4523 4760 4996 5232 5469 1 5705 1 6009 1.The top value reflects the allowable reaction at the panel x.n ro A� ;i�hc�.' �,, , onperUes j:tre; end supports. • • •--t rmx , 2.The bottom value reflects the allowable reaction at the inte- Weight `' rior supports. _- 3.Values are in pounds per lineal foot. SINiN =,IN:. 22 1.68 .172 .178 .190 .197 20 2.04 .213 .234 .230 .246 18 2.70 .296 .324 .305 .338 16 3.36 .379 .412 .379 .418 1.Section properties are based on 40 ksi steel(Fy). _ +�: - .. :A- -•ate F:. •....�.. ._ ... -:.- - a:; -r-i_....•..,;,:•� -- ��.c +.' 11.4 ;Allowable Total(DL'+ LL)Unfform Load OnQ .� t, '-�., L-+�. -'�7i.:.. Z1_ -.,`3.�.y-- �...- T:-�'L•5•-Y: 4= �}• 3r5� {2N. r'e-. i .-:.—+- -- f}•' :.✓1 �•. : is - iS 3' 7w?�r� s �i ,,�-.•�':% .� ''ry- `�t�... .k2 _ >~'• Q�� -� c,. _ '.Span ��' `+ 4�� .f..s4 i•� •, -�+k�'+� l�`„ts�.i: .)�24.iS ��_ -1'J.rt.r�Cn: aG-n'• �7�•� ii%.+ :!E•�i.:cY.•. Y�a4t ?-r- Condition .Gauge -� 0 _ �6,: 6 0" _ :6'6" _ 7'0 7:6�> 1§�0"_'. r8 6_" `9p" �9'6."_ 1,0'0 22 stress 114 94 79 67 58 51 45 39 35 32 29 dell 87 65 50 39 32 26 21 18 15 13 11 stress 150 124 104 89 76 67 59 52 46 42 37 Single 20 dell 109 82 63 49 40 32 27 22 19 16 14 Span stress 207 171 144 123 106 92 81 72 64 57 52 18 defl 154 115 89 70 56 46 38 31 26 22 1 19 16 stress 264 218 183 156 135 117 103 91 81 73 66 defl 199 149 115 90 72 59 49 41 34 29 25 22 stress 126 104 88 75 64 56 49 44 39 35 32 defl 1 126 104 1 88 75 64 1 56 49 42 36 1 30 26 stress 157 130 109 93 80 70 62 55 49 44 39 Double 20 defl 157 130 109 93 80 70 62 53 45 38 33 Span stress 216 179 150 128 110 96 85 75 67 60 54 18 defl 216 179 150 128 110 96 85 75 64 54 46 16 stress 268 221 186 158 137 119 105 93 83 74 67 defl 268 221 186 1 158 137 1 119 105 93 82 70 1 60 22 stress 158 130 109 93 80 70 62 55 49 44 39 defl 158 123 95 74 60 48 40 33 28 24 20 stress 197 163 137 116 100 Be 77 68 61 55 49 Three or 20 defl 197 154 119 93 75 61 50 1 42 35 30 26 More Spans stress 270 223 188 160 138 128 106 94 84 75 68 18 defl 270 218 168 132 106 - 86 71 59 50 1 42 1 36 93 84 16 stress 334 276 232 198 171 149 131 116 103 defl 334 276 217 171 137 111 92 76 64 55 47 1.Stress based on allowable flexural stress of 24 ksi. 2.Defl.based on maximum deflection of L/240. 3.Adequate bearing must be provided. 4.See page 55 for General Notes. 3 � . �� _ n 'w /33 stmarl9! FleoclblQtyFacta(F�" 810'*iF Button Punch 12"O.C. 4 q 320 320 320 320 310 F280 F 14.5+222R 14.7+185R 14.8+159R 15.0+139A 15.2+123R +111R 24"O.C. 4 q 260 260 260 250 250 220 F 17.4+222R 17.6+185R 17.9+159R 18.1+139R 18.4+123R 18.6+111R Top Seam Weld 12"O.C. 4 q 360 360 360 360 360 I 360 F 6.9+2228 6.1+185R 5.7+159R 5.4+139R 5.1+123R 4.9+111R 24"O.C. 4 q 280 280 270 270 270 270 F 8.1+222R 7.2+185R 6.6+159R 1 6.2+139R 5.8+123R 5.6+111R Side Seam Weld 12"O.C. 4 q 519 492 473 458 447 I -438 F 7.1+222R 6.6+185R 6.2+159R 5.9+139R 5.7+123R 5.5+111R 24"O.C. 4 q 337 309 I 290 18.0+139R 276 264 256 22 F9.5+222R 8.9+185R 8.4+159R 7.7+123R 7.4+1118 Button Punch 12"O.C. 7 I q I 570 570 560 I 500 450 410 F 13.8+56R 14.1+46R 14.3+39R 14.6+34R 14.8+31R 15.1+28R 24"O.C. 7 q 510 I 500 500 450 400 360 F 15.2+56R 15.5+46R 15.8+39R 16.2+34R 16.5+31R 16.8+28R Top Seam Weld 12"O.C. 7 q 700 700 690 690 620 560 F 12.5+56R 11.1+46R 10.0+39R 9.2+34R 8.6+31R 8.2+28R 24"O.C. 7 q 610 610 600 600 540 490 F 13.9+56R 12.3+46R 11.1+39A 10.2+34R 9.5+31R 9.0+28R Side Seam Weld 12"O.C. 7 q 596 555 525 504 I 487 473 F 6.9+56R T6.5+46R 6.2+39R 6.0+34R 5.7+31R 5.6+28R 24"O.C. 7 q 414 372 343 321 304 291 F 8.8+56R I 8.4+46R 8.1+39R 7.8+34R 7.5+31R 7.3+288 Button Punch 12"O.C. 4 q 420 420 410 410 380 350 F 11.0+129R 11.2+107R 11.3+92R 11.5+80R 11.7+71R 11.8+64R 24"O.C. 4 q 340 340 340 330 310 280 F 13.0+129R 13.2+107R 13.4+92R 13.6+80R 13.8+71R 14.1+64R Top Seam Weld 12"O.C. 4 q 450 450 450 I 440 I 40r45 F 5.4+129R 5.0+107R 4.6+92R 4.4+80R 4.1+71R �+644R 24"O.C. 4 q I 340 340 340 I 340 340F 6.4+129R 5.8+107R 5.3+92R 5.0+BOA 4.7+71RR Side Seam Weld 12"O.C. 4 I q 805 756 721 I 694 674 658 F 29R 5.5 5.9+1 +107R 5.3+92R 5.0+80R 4.8+71R 4.6+64R 24"O.C. 4 q 543 494 458 I 432 412 395 20 F 7.7+129R 7.3+107R 6.9+92R 6.6+80R 6.4+71R 6.2+64R Button Punch 12"O.C. 7 q 740 740 710 630 560 500 F 10.4+32R 10.6+27R 10.8+23R 11.0+20R 11.3+18R 11.5+16R 24"O.C. 7 q 670 660 640 560 500 450 F 11.3+32R 11.6+27R 11.8+23R 12.1+20R 12.4+1BR 12.6+16R Top Seam Weld 12"O.C. 7 I q 900 890 880 840 750 680 F 9.6+32R �-8.5+27R 7.8+23R 7.2+20R 6.7+18R 6.4+16R 24"O.C. 7 q 790 I 780 ( 770 I 740 I 660 600 F 0R 7.4 10.6+32R 9.4+27R 8.5+23R 7.9+2 +18R 7.0+16R Side Seam Weld 12"O.C. 7 I q 939 865 812 773 742 I 718 F 5.7+32R 5.4+27R 5.2+23R 5.0+20R 4.8+18R 4.7+16R 24"O.C. 7 q 677 602 549 510 479 455 F 7.0+32R 6.8+27R 6.6+23R 6.4+20R 6.2+18R 6.0+16R 1.The allowable diaphragm shears are listed in pounds per lineal foot(plQ. 2.See page 55 for General Notes. 4 . •1 - J � r i - I r Z4 J3 � J ye- a § WMD F THEu K)i L Minimum -"' Maximum Span on.) Alfa a Live Loads(pod) Panel Panel Spacing of Supports Center-b-Center(in,) Span Thickness —With Edge Without Edge Rating On.) tSuppordel Support 12 16 20 24 32 I 4o 48 60 ;Z1210 4- = =_51116 - 12 12 30 —16 -16 70 30 20/0 5/16 =• 20 '- 20 120 50 30 =.24/0 318 24 - 20(b) 170 100 60 30 24/16 : .7116 24 24 190 100 65 40 .73MIS :.15132 _ .32 28 220 155 120 70 -30 ;1�OJ10 19132 40 4532 . — 200 165 3 25 r 60; 30 _48/24 ._- :.23/32 7-.48 36 — — 210 165 1 95 45 '35 16 oc 19/32 24 24 185 100 65 40 20 oc 19132 32 32 270 ISO 100 60 30 24 oc 23/32 40 36 — 240 160 100 50 30 25 32 oc 7/8 48 40 — — 250 185 100 60 40 48 oc 1.3/32 60 48 — — — 290 160 100 65 40 (a) Tongue-and-groove edges,panel edge dips(one midway between each support except two equally (c) Indudes APA RATED SHEATHING/CEILING DECK. spaced between supports 48 inches on center),lumber blocking,or other. (d)10 psf dead load assumed. (b) 24 inches for 15132-inch and 1/2-inch panels, (e)Applies to panels 24 inches or wider. 39 APA_ �Tabl�t24 _....::,:�:: �, R.. _:.r .•�.1�:. .< e. Recommended 1Via '>ami m Sparts foi�`APA PaneI Roof I RATED SHEATHING 24/16 7/16INCH E�• a. 'Sel.o»pe.Q.-,.o• ls-Y X r=�'• ��` " w�fr? 'rSR.i�••�-�,�Jr"- - �t2.• !I SUM FOR SPACING i10f1� dtfilPflS>OflEtpefl�tl)3f W SU�O14J 8tlti COfiIItIUOUS OVCIMA/•Of RIO` ILSIl zz i EXPOSURE 1 _ szS ..mmtAi" —000 Minimum Nominal Panel Clips A NER-11W PRP.10e Panel Thickness Minimum Maximum Span Per Span(b) ]it Grade (n.) Span Rating On.) (number) 1 APA 15132 32116 24 1 RATED 19132 40/20 32 1 .APA SHEATHING 23/32 48/24 48 2 RATED SHEATHING 32/16 15/32 INCH (a) Low slope roots are applicable to built-up,single-ply and modified bitumen roofing systems Forguaranteed or warranted roofs contact SIM FOR SPACING membrane manufacturer for accecable deck. j EXPOSURE 1 (b) Edge support may also be provided by tongue-and•groove edges or solid blocking i —000 NER-aAM PRP 101 bile 25• - _ . __,�.-•,.,�: •r�:w ..:»•l-.F- •-_-Yt��:�:��:,Y��:•y,, h Recommended Mirumuin P g *ry"Y astenin Schedule for ^� � �APA Panel Roof•Sties hing F ..APA Nailinglclldl 1 RATED SHEATHING Panel Spacing(in.) 48/24 23132INCH Thickness(b) SIZED FOR SPACING (n•) Size Panel Edges Intermediate ExTERIDR 000— 5/16. 1/2 6d 6 12 � PS 143 CC NER4W9? PRP108 19132- 1 8d 6 12(a) �]]( 1.1/8 8d or 10d 6 12(a) (a) For spans d8 inches or greater.scace nails 6 Inches at all supports (b)For 5lapling asphalt sning:es:o S'(i P.Ch and th,cker panels.use saC!es mlh a 1S16-Inch minimum crown md:h and a 1-Inch leg length Space accorc-ng d sh;ng,e.mar:utae:urer s recommenca.ons (c) Use cenmen sm00:h er ee'crr-ed Sank nails with panels:o 1 Inch:h ck For 1.1r&inch panels.use 8d ring-or scrEwsank or 10c common S,moc:h•shank n81i (d)Other code-approved'as:ene.•s may oe used ) _� APA PANEL ROOF CONSTRUCTION I� �I ' ; ' • � TJl Joist Section Properties/Plywood Web leaterial 21 /33 12 5270 6060 6585 1420 1636 1775 385 433 472 =;.z 6380 _S J - {5"ti "6975 - T;•1625 •9' 1$702. =A2030 ZW. ZRV550 s ate,a615 red :2 666 16 7490 8615 9360 1830 2105 2295 745 828 r 895 '\aW,18 77R 8605 'A 9895 --•,.10755 - r"2030 !c0-2335�_ .-�_`2535 �*i?l 20 9725 e:.-11185 .1 12155 2235 X2570 =v 2795 1230 z 1358 1460 -10845 AIQ-,12470 !Zk 555 :-2440 i� __ ��3050 `p?.r 1525 1679 :1802 24 11965 13760 14955 2645 3040 3305 1850 2032 y 2178 =fti26 :' s 13070 4;'t=1 f16340 7 2775 •.R**3190 z :r-3470 7 - ==.2215 's2428 _- 2598 2B 14210 16340 17760 2900 3335 3625 2615 2861 3057 °30 ::15330 47630 ^' r"19160 - 29M :=3335 =i 055 3625 :3 114336 - =3561 12 10130 11650 12660 1575 1810 j 1965 715 770 815 .12265_ _ ;14105 "� :-15330 - 1770 = -2035 "-`•` -F•-2210 .--:-1025 t Y.1100 z 1160 16 14420 16580 18025 1970 2265 2460 1393 4491 1570 -18 -"16570 "19055 !�-40710 = 2165 -2490 2705 1823 ="t:1946 2045 20 18725 21535 22470 2360 2715 2950 2317 2468 2589 22 — 20885 24020 ---26105 2555 2940 3195 2876 3058 3204 24 23045 26500 28805 2750 3160 3435 3503 3719 3891 26 :- ===25210 28990 ^31510 2950 3390 3685 4200 4452 - 4653 28 27375 31480 34220 3030 3485 3785 4968 5259 5491 30 29540 33970 -36925 3115 3580 3895 5810 6142 6408 11tT 12 8180 9405 10225 1575 1810 1965 595 650 695 E '14 - 9905 11390 -:"12380 1770 2035 2212 855 925 985 16 11645 13390 14555 1970 2265 2460 1160 1255 1330 5 18 :- -"13380 .15385 "' 4,:=16725 _- 2165 -2490 2705 1520 -1640 1735 20 15120 17390 18900 2360 2715 -` 2950 1930 2075 2190 22 16865 19395 -'21080 2555 2940 3195 'F 2395 2570 -2710 24 18610 21400 23260 2750 3160 3435 2920 3125 3290 5 26 20360 --23415 -=-25450 2950 3390 :3685 :_ -3500 -- 3740 --3935 \`_ 28 22110 25425 27635 3030 3485 3785 4140 4420 4640 5E 30 :23855 27435 29820 3115 3580 `3895 r 4840 5160 5415 16 14235 16370 17795 2480 2850 3100 1405 1505 1585 18 16360 18815 . 20450 2750 3135 : 3405 = 1845 1970 2065 20 18485 21260 23105 2965 3410 3705 2350 2505 2625 22 2-0615 23705 25770 .3205 3685 4005 .=- 2925 3110 3255 24 22745 26155 26430 3450 3965 4310 3575 3790 3960 - 26 =- -24880 = -=-28610 .- ---31100 -- ---3690 —4245 — —4610 __ --4295 - —4545 - --4750 28 27015 31065 33770 3930 4520 4910 5095 5385 5615 30 - 29150 33520 36535 -4170 4795 -5210 5970 - 6305 6570 Y 16 16220 18650 20275 2480 2850 3100 1565 1670 1750 t�C S 18 18715 -21525 23385 - -2750 3135 -3405 2060 2185 2290 20 21200 24380 26500 2965 3410 3705 2630 2785 2910 -,VJItjjC= 22 23705 27260 29630 '3205 3685 4005 3275 3460 3610 Jf 24 26205 30135 32755 3450 3965 4310 4000 4220 4400 26 28715 33020 35890 3690 4245 4610 - 4805 5065 5275 7a5 28 31220 35905 39025 3930 4520 4910 5695 5995 6235 dl%7,5 30 33735 38795 42165 4170 4795 5210 6675 7015 7290 (1) Maximum Resistive Moment values may be increased for Repetitive Member Usage.See Page 9.3 for criteria.TJI 25135135X joist series may be increased 4% ano TJI 25S/35S/45S joist series may be increased 7%. (2) For possible increases in shear capability see Page 93. (3) For deflection calculation only. 9•2 REV. 8191 W r,, i-� tr�r- mvm_ ............ 3 a /33 V 31 /33 /3 3 C' 33 /33 S Y y• GEIGER ENGINC 'S cos Geiger Gossen Hamilton Liao Engineers P.C. SHEET NO. OF 110 Prospect Street CALCULATED sy L DATE BELLINGHAM, WASHINGTON 98225 (206) 734-7194 CHECKED BY — DATE FAX (206) 734-7399 SCALE 44.1 L �� S c.L�✓1 L'7L Cj s}'-/ - I i • _� - t Fr : T I p r ' 6 p If J 1 sus._ �./.;)C•�s)(7sJ(Z) = 33.?,- P;� .= y; .�.�/.. r PRODUCT 2D11(Snpk ShaM)205-I(PadM)®v 1K Grad.Mm 0111110 Order PHONE TOLE FREE I-MZ25-M r � GEIGER ENGINL S JOB Geiger Gossen Hamilton Liao Engineers P.C. SHEET NO. OF 110 Prospect Street CALCULATED BY DA BELLINGHAM, WASHINGTON 98225 / (206) 734-7194 CHECKED BY TE FAX (206) 734-7399 SCALE l 1 r I 1 r � 1 • 1 •Ss'x1.7 �c tZ • r - L/ J y � l 77 J .. Z. 3fl..L _.F 2• ...r — _ '✓i r"�.t- Y� J 1 r , i S'c+ � ' 17 .0 3t - T 3 Z,`� ' � � T- 4 v ate , tie vZ " G Sl y( lt�;.o.c�C4Ll.* c PRODUCT 204 1 ISmpk Sheta1205-11P dMI®a iM Grow.AUsf 01471 To Oiaer PHONE TOLL FREE 14*225 6080 JUL_ 29 191 12;11 ABAK, EN�IrI�IRIIIG COMPLEX SPACE DESCRIPTION\ x Spasce Name : earl comet center Comm rm 07-29=91 Prepared BY : Abax Engineering - 6121587110 Carrier Hourly Analysis Program Forge 1 01 - 7KKxiC,C7KCt7C,[liyL7 yC 7t 1t 7CK 7k YC 7C Ye lCXX7t 7CXXX7k,[!C lC:c,CXfr%tWAXXXN A 71e X'YC,�C,�Cx,C 7C fkX X k X x A.t X W 74 w X x%C*,N YCx%[x WALL TYPE WEIGHT ( lb/sgft ) EXTERNAL COLOR U-VALUE (BTU/hr/sgft/F? 1 M M 0. 071 -------------------------------------------------------------------------- ROOF TYPE SHADED WEIGHT EXTERNAL U-VALUE AREA ALL DAY? ( lb/sgft) COLOR (BTU/hr/soft/F) (sgft'.) 1 N M M 0. 033 3100. 00 GLASS TYPE U-VALUE WEIGHT GLASS INTERNAL (BTU/hr/sgft/F) ( lb/soft? FACTOR SHADES? 1 0. 600 M 0. 55 Y 2 - - - - 3 - - - - -------------------------------------------------------------------------- SHADE <-----WINDOW----? REVEAL <---OVERHANG--> <-----FINS----> TYPE HEIGHT WIDTH DEPTH HEIGHT EXTEN. SEPAR. EXTEN. 1 4. 0 If 8. 0 It 0 in 0 in 0 in 0 in 0 in 2 4. 0 ft 8. 0 ft 0 in 0 in 0 in C in 0 in 3 4. 0 ft 8. 0 lilt 0 in 0 in 0 in 0 in 0 in -------------------------------------------------------------------------- PARTITIONS, CEILINGS, FLOORS AREA U-VALUE --UNCOND. SPACE T- ADJ TO UNCONDITIONED SPACE ( sgft ) (BTU/hr/sgtt/F) COOLING HEATING Wells 0 0. 080 0. 0 F 0. 0 F Ceilings 0 0. 080 0. 0 = 0. 0 F Floors 0 0. 080 0. 0 F 0. 0 F ----------- -------------------------------------------------------------- $LAS FLOOR 1. Area - 0. 00 sqf 2. Perimeter = 0. 0 It INFILTRATION AND INTERNAL LOAD DATA : 1. TOTAL FLOOR AREA - 3, 100. 00 sof 2. COOLING SEASON INFILTRATION AIR = 0. 32 CFM/sgft 990 CFM Tota,` 3. HEATING SEASON INFILTRATION AIR = 0. 32 CFM/salt 990 CFM Total. 4. TYPICAL SEASON INFILTRATION AIR = C. 5-, CFM/sqft 990 CFM Total 5. PEOPLE 15. 5 sgft/person FOR TOTAL 200 PEOPLE 'Schedule No : 1 Activity Level 2 Ottioe Work Sensible 245 BTU/hr/per Latent 205 ETU/hr/cer• 6. LIGHTING 1. 70 W/sgft TOTAL 5, 270. 0 Watts Schedule No . 1 Lights are Fluorescent Ballast Multiplier . 1 . 25 7, OTHER ELEC. 0. 50 W/sgft TOTAL 1 , 55C. 0 Watts Schedule No _ S. MISC. Sensible - 0 BTU/r,r Schedule No 1 Latent - Cl BTU/hr Schedule No s zK)lxRY!X,C�,cX,C YC YC![Y!`fCY.YCX x 1Lilf LG YC:K Yt JCXA:K'iil:k)lA'%c%C7C:e 7Cir:.:A•XX XX'Cyc,C�'.aG 7C YC,cxC JC iCY:%CxxXX:K,e,cXX 7c.r. -'" JUL 29 '91 1E: 11 ABAX ENGY-TRING �.•2 1 COMPLEX SPACE DESCRIPTION Soace Name : mrl comm center Comm rm 07-29-91 Prepared BY : AbaX Engineering 6121587110 Carrier Hourly Analysis Program Page 2 of 2 xxycxr_rxxxxr.x :--`=xxxxxfn�r�rrxrtycxtx�cxacx�eYi11lYilCxxwxxxxzxncYexxxyexr,,ycxy:yexxxxxx:er:xxycxac WALL AREAS ;zcft ) BY TYPE AND EXPOSURE EXPOSURE TYPE 1 TOTAL -------------------------------------------------------------------------__ NE 1 , 320. 00 11 320. 00 E 0. 00 0. 00 SE 0. 00 0. 00 5 0. 00 0. 00 Sw 0. 00 r'. 00 W 0. 00 0. 00 NW 0. 00 0. 00 N 0. 00 0. 00 ---------------------------------------------------------------------------- TOTAL 1 , 320. 0C 1, 320. 00 x t*x x+Y:x x 7c*ys}[R�r(f(ft ri„i Yf Y x 7ir� k s. Ir y:x x z*x***x**71c 7K 7k Y:x;e Jt A al•x JC 7t x x z*z 9C 7k x x r.x x y:x x X z x x x x x GLASS AREAS AND SHADING TYPES BY GLASS TYPE AND EXPOSURE (--GLASS TYPE 1 -) AREA SHADE TOTAL AREA EXP. kof t) TYPE (soft) -------------------------------------------------------------------------- NE 220. 00 0 220. 00 E 0. 00 0 0. 00 SE 0. 00 0 0. 00 S 0. 00 0 0. 00 SW 0. 00 0 0. 00 W 0. 00 0 0. 00 NW 0. 00 0 0. 00 N 0. 00 C 0. 00 H 0. 00 0 0. 00 ------------------------------------------------------------.-------------- 220. 00 220. OC xxacicxacx*zxc**zlcXZXxxx1l:K'L'xx'kJ[xY_xYCxJ[X'Y.xxxxxxxxx:K/cYcxx7txxx7c:K?:7c:Rf.:txxx7rxCxxyCyt'Krc•lC h JUL 29 '91 12: 12 AHAX EN ING 0.4 ZONE DESIGN HEATING LOAD SUMMARY Zone Name ar_ Comm center comm rm p%-2a-y1 Location Arlington, Washington Winter db : 23. 0 F Jon Name arlington oomm center Indoor db : 70. 0 F Prepared By : Abax Engineering 6121587110 Carrier Hourly Analysis Program Page 1 o+ 1. XXfifiXX%C%CxXJC:C 1Cx 71C y{y�y�XK�z*zXXXXXXXXXX'JC9[;r ytxX7K x7K Y.reXfixzXxxXxzXxXzxxxxxxxxxJ[x ye yt Note : Heating load is compute: at winter design condi iar. LOAD COMPONENT LOAD (BTU/hr1 -------------------------------------------------------------------------- WALL TRANSMISSION 4, 405 ROOF TRANSMISSION 4, 808 GLASS TRANSMISSION 5, 204 TRANSMISSION LOSS TO UNCOND. SPACES 0 INFILTRATION LOSS 50, 228 SLAB FLOOR 0 HEATING SAFETY BTU/hr 0 ---------------------------------------------------------------------------- SUS-TOTAL 65, 645 NET VENTILATION LOSS 0 TOTAL HEATING LOAD 65, 645 HEATING SUPPLY CFM 11014 CFM HEATING SUPPLY AIR TEMPERATURE 130. 0 deg F HEATING VENTILATION AIR CFM 0 CFM HEATING SEASON ROOM DRY BULB TEMP. 70. 0 deg F X XXXXXX XX:l XXX:ic V**IC wwx K7K)KXXX*XX X**X*XA t t XXA*7t XXAX XX**XX X X X X zxfiXzzfcXxx7Cxx X i '~ � TIII r-9 191 1r: 17 AAAX FNCTr--RTNG P.F COMPLEX SPACE DESCRIPTION Soac: Name : arl comet center a&c/Qms 07-29-91 Prepared BY : Abax Engineering 6121587110 Farrier' Hourly Analysis Pr"ocr-am Page 1 or X XXXXX%CX IGXXX JG XXXYr,ycX XX XXac 7C YC J[X X7t X7cXXXXXXX JCXXXXXX][XXX XXXXX9C 9CXXX JCXXX.XxxX/[X 7C x:7CX WALL TYFE WEIGHT ( lb/soft) EXTERNAL COLOR U-VALUE (BTU/hr/sgft/F ' M M 0. 07! 2 - - - -------------------------------------------------------------------------- ROOF TYPE SHADED WEIGH' EXTERNAL U-VALUE AREA ALL DAY? (lb/sgft) COLOR (BTU/hr/soft/F) (scTt ) 1 N M M 0. 033 5770. 00 2 - - - - - 3 - - - - - -------------------------------------------------------------------------- GLASS TYPE U-VALUE WEIGHT GLASS INTERNAL (BTU/hr/sgft/F) ( lb/sgft) FACTOR SHADES? 0. 600 M 0. 55 Y - ------------------------------------------------------------------------ 3 - - - - SHADE ----WINDOW----) REVEAL <---OVERHANG--) (-----FINS----) TYPE HEIGHT WIDTH DEPTH HEIGHT EXTEN. SEPAR. EXTEN. 1 4. 0 ft 8. 0 ft 0 in 0 in 0 in 0 in C in 2 4. 0 ft 8. 0 ft 0 in 0 in 0 in 0 in 0 in 3 4. 0 ft 8. 0 ft 0 in 0 in 0 in 0 in 0 in -------------------------------------------------------------------------- PART:TiONS, CEILINGS, FLOORS AREA U-VALUE --UNCOND. SPACE T- ADJ TO UNCONDITIONED SPACE' 'safr. } (BTU/hr/sgft/F) COOLING HEATING Wells 0 0. 080 0. 0 F 0. 0 F Ceilings 0 0. 080 0. 0 F 0. 0 F Floors 0 0. 080 0. 0 F 0. 0 F -------------------------------------------------------------------------- SLAB FLOOR 1 . Area - 0. 00 soft 2. Perimeter = 0. 0 ft 3. Depth = 0.0 ft -------------------------------------------------------------------------- INFILTRATION AND INTERNAL LOAD DATA: 1 , TOTAL FLOOR AREA = 5, 770. 00 soft 2. COOLING SEASON! INF_LTRATION AIR = 0. 14 CFM/sgft 825 CFM Total 3. HEATING SEASON INFILTRATION AIR = 0. 14 CFM/sgft 825 CFM Total &. TYPICAL SEASON INFILTRATION AIR = C. izL CFM/sgft 825 CFM Total. 5. PEOPLE 38. 5 soft/person FOR TOTAL 150 PEOPLE Schedule No _ Activity Level 2 Office Work Sensible 1 245 BTU/hr/per Latent 205 BTU/hr./per 6. LIGHTING _. 70 W/501t TOTAL 9, 809. 0 Watts Schedule No . 1 Lights are Fluorescent 3allasz Multiplier : 1 . 25 7. OTHER ELEC. 0. 50 W/saft TOTAL 2, 885. 0 Watts Schedule No . _ a. miss. Sensible = 0 BTU/nr Sorfedule No : 1 Latent = 0 BTU/hr Schedule No : I JIjL ?� '91 i2:13 ABAX ENG ERING F•b ( COMPLEX SPACE DESCRIPTION Scace Name s arl Comm center a&c/gms 07-29-91 Prepared By . Abox Engineering 6i=587110 Carrier Hoar_), Arrn_vsis Program Parse 2 of 2 X]CXXxxxxX XXycy:xxXxXXXXy:X 7kx xXXXf X XX/:XX 71CxXXX X:CXX]k XXX xI[XX X XXXXXL:xX 1[X xX7[Xx XX Xx:► WALL AREAS (scrft-) BY TYPE AND EXPOSURE EXPOSURE TYPE 1 TOTAL -------------------------------------------------------------------------- NE 1, 805. 00 1, 805. 00 0. 00 0. 00 SE 0. 00 0. 00 g 0. 00 0. 00 SW 0. 00 0. 00 W 0. 00 0. 00 NW 0. 00 0. 00 N 0. 00 0. 00 -------------------------------------------------------------------------- TOTAL 1, 805. 00 1, 805. 00 � c�re:��e,►y:; .r�kv��xskw�ex�x�,•.�ex��w.*��iexr:x�kx�***xx�xXZX*c�scXx*x�Xxxxxxxxx :xXs�xXx.xXx GLASS AREAS AND SHADING TYPES BY GLASS TYPE AND EXPOSURE (--GLASS TYPE 1 -> AREA SHADE TOTAL AREA EX?. (I saf t) TYPE (sqf t) -------------------------------------------------------------------------- NE 495. 00 0 495. 00 E 0. 00 0 0. 00 SE 0. 00 0 0. 00 S 0. 00 0 0. 0.0 SW 0. 00 0 0. 00 W 0. 00 0 0. 00 NW C. 00 0 C. 00 N 0. 00 0 0. 00 H C. 0c 0 O. 00 -------------------------------------------------------------------------- 495. 00 4.95. 00 xxr:r+:x�irtytYrxY:xYe�:'Y.Y:�YeYltyt'xy:yteYYe'sY:��;kdtyeY.ye,texxacxcxxXx]Cx7[xXxxlCxX7ky[%CX7K:[x*J[xxxxx ZONE Dr.GN HEFTING LOAD SUMMARY Zone Name arl comet ctr M&C/games 07-29--91 LOCistion Arlington, Washington Winter db : 23. 0 F o;, Name : ar*kngtor Comm center Indoor db : 70. 0 F Preoered BY : Abax Engineering 612.1587110 Carrier HQurly Analysis Program Page I of I x?57S=7C.75XY F.X�Fx:S�.r T.�AJCF F.:l"F.?K'tI:Y:XY K'?:Y:Y:l:Y:}!7Y,:✓.Y,'Y(RxXYLx Y.'x xYc x)kXX xxX�xXXxXxXXXXxX7kx load is oompu4e j at w1:it?r design oof' di t11 on. LVr�,D riOMP0NENT LOAD (BTU/hr! WALL TRANSMISSION 6, 023 ROOF TRANSMISSION 61949 GLASS TRANSMISSION 13, 959 TRANSMISSION LOSS TO UNCOND. SPACES G IrJFILTRATI ON LOSS [.i , 057 SLAB FLOOR 0 HEATING SAFETY BTU/hr 0 ------------------------------------------------------------------------- SUB-TOTAL 70, 789 NET VENTILATION LOSS Cl ------------------------------------------------------------------------ TOTAL HEATING LOAD 70, 789 HEATING SUPPLY CFM 1, 093 CFM HEATING SUPPLY AIR TEMPERATURE 130. 0 deg F HEATING VENTILATION AIR CFM 0 CFM HEATING SEASON ROOM DRY BULB TEMP. ?C. O deg F xxxw*XXxxx AAA XXIAXxxY_xx7�j:v,IGIt'Y.7kYtY�Y:xY X exftxxxziccyrxXtx:Xxyrxx�yrrrxxxXxxxexxr.xx ! �.TUi_ `9: ie: i4 r1BAY ENGINr-_=-rING F.c _ JMPLEX SPACE DESCRIPTION Space Name : arl aomm center gym 07-29-91 Preowned By : Abax Engineering 6121587110 Carr`_-^ Hourly Analysis Program page 1 of _ zs:ezyczzezoexzzzrxz�rXXefex:kx�Cxk'rytycr.x:rxx:•:Xxx:ccxxyee*xycx+:X:•sxxx.rycxrcxsxx:cr.�tex.w.y�yeex wAuu TYF_ wEIvHT ( lbisgftI EXTERNAL COLOR U-VALUE (BTU/hr/sgft/F) 1 M M 0. 071 -------------------------------------------------------------------------- *On. TYPE SHADED WEIGHT EXTERNAL U-VALUE AREA ALL DAY':, (lblSgft ) COLOR (BTU/hr/sgit/F) (sgft ) 1 N M M 0. 033 690C. 00 GLASS TYPE U-VALUE WEIGHT GLASS INTERNAL (STU/hr;sgft/F) ( lb/sg`t ) FACTOR SHADES? 1 0. 600 M 0. 55 Y 3 - - - - SHADE REVEAL <---OVERHANG--) <-----FINS----? TYPE H_IGHT WIDTH DEPTH HEIGHT EXTEN. SEPAR. EXTEN. 1 �. 0 *t 5.0 tt 0 in 0 in 0 in 0 in 0 in 2 �_ n ft a. 0 +_ r, in 0 in q in 0 in 0 in 3 C. 0 ft 3. 0 !`t 0 in 0 in 0 in 0 in O in -------------------------------------------------------------------------- PARTITIONS; CE_LINGS, F'_OORS AREA U-VALUE --UNCOND. SPACE T- A07 TO UNCONDITIONED SPACE sgrtJ (BTU/hr/sgft/F ) COOLING HEATING Walls b 0. 080 0. 0 F 0. 0 F Ceilings 0 0. 080 0. 0 F 0. 0 F Floors 0 0. 080 0. 0 F 0. 0 F SLAB FLOOR 1 . Area 0, 00 salt 2. Perimeter 0. 3 ft 3. Depth 0. 0 Ft -------------------------------------------------------------------------- T,41FIi TRATICN AND INTERNAL 0 A 0 DATA : 1 . TOTAL FLOOR AREA 6. 900. CC sCft _. COOL ILNG SEASON INFILTRAT_ON AIR = 0. 32 CFM/s7Tt 2, 200 CFM Total o-, C �'r1%-P w S M1 w� v ti+ry T. ., w� cFM!sgr�.. �' H-a,� �a ScA=n ; INF1L RA � SON A • R = C. 200 CFM Total �.. TYFICA_ _SEASON TNFILTRATTQP: AIR = 0. 32 CFM/sgft 2, 200 CFM Total 5_ PEOPLE 23. 0 FOR TOTAL 300 PEOPLE Scnedule No 1 Activity Ltye.l 2 Office Work Sensible . 245 BTU/hr/per Latent 205 BTU/hr/per LIGHTING 1. 7C. W/sg t TCTAL 1' , 730. 0 Watts Schedule No -_ghts are Fluorescent Ballast Multi p l ier : 1 . 25 7. OTHER ELEC. 0. 50 W/scft TOTAL 3, 45C. 0 Watts Schedule No . 1 I SG, Sensible C., BTU/hr Schedule No 1 Lei ten't r) E7U/in Schedule No _ x Xxx Xx;x x is XX;;xXx'xzxx**x xx it X xX XX x Xl•[XiC a x x X XX:CXx iC Xwwwx A A X x,x 1w w;r 4 JUL GQ '°41 1 1_ HIIHh t111.11ILLRlIIb iPLEX. SPACE DESCRIPTION 50cce Name arl comm center gym 07-29-91 Prepared., By - Abax Engineering 6121587110 C;aerie•. Hourly AnalY_is P-o:lr'am Page 2 or 2 AAA A f:AAX'KAAx w KA ae*a *W*X*Xx iti==*=XX*=.*T.Aat x*AX**AX7kn Xil' WALL AREAS (_art ) BY TYPE AND =XPOSURE EXPOSURE TYPE 1 TOTAL NE 5, 650. 00 5, 650. 00 E 0. 00 0. 00 SE 0. C0 0. 00 g 0. 00 0. 00 SW 0. 00 0. 00 W 0. 00 0. 00 NW 0. 00 0. 00 N 0. 00 0. 00 --------------------------------------------------------------------------- 70TAL 51650. 00 51650. 00 x x; :*xx=x=x===x==;xxxx*XXXAX*XXW9AwX*xxxx*xxxx Xx �r�xX�xrxXx*Xx*Xxxxxxwx*x GLASS AREAS AND SHADING TYPES BY GLASS TYPE AND EXPOSURE C--GLAS- TYPE 1 -> AREA SHADE TOTAL AREA EXP . (sgrt) TYPE (sgft) --------------------_--__----____-__-------------------------------------- NE 0.00 0 0. 00 E 0. 00 0 0. 00 5E O. Oc 0 0. 00 s 0. 00 0 0. 00 SW c.00 0 0. 00 .� M. 00 0 0. 00 0 C. 00 N 0. 00 0 0. 00 0. 0- 0 0. 00 -------------------------------------------------------------------------- 0. OCR 0. OCR ��cxxxxtXxxx�*xXxexici:xxxtx:txxx:xxxxzxxxx:XX:,cXXXXX*xx::xX.::rxxX:xKxxxxXxXxx a ZONE DE(',N HEATING LOAD SUMMARY =uric .IVbme _ �t"•l i:t�iiien ::tt'• Yin 07-29-91 Lacvr.:or : Arlington, WashingtCor, Winter db : 23. 0 F job Name : arlirgtor comet center Indoor db : 70. 0 F Prepared By : Abax Engineering 612_567110 Carrier Hour.".' AnSIYSiS Program page 1 of 1 :CI:'Y.:kWklG'i"Y.�'A'Y=sit t.X zit xac 7cx yc xc.txxczxxx�(XZXX%X7c X 7[:K X1k 7l'XXx7cfcT.xl.x xxrcxxx7c 7c,:YC YX yc Jc lC l: Nose: Heating load is computed at winter- design oond t LOAD COMPONENT LOAD (BTU/hr) ------------------------------------------------------------------------ WALL TRANSMISSION 1S, B54 ROOF TRANSMISSION 20, 702 GLASS TRANSMISSION 0 TRANSMISSION LOSS TO UNCGND. SPACES C. INFILTRATION LOSS 111, 619 SLAB FLOOR 0 HEATING SAFETY BTU/hr 0 ------------------------------------------------------------------------ SUB-TOTAL 14.1, 175 NET VENTILATION LOSS 0 TOTAL HEATING LOAD 14.1 , 175 HEATING SUPPLY CFM 2, 180 CFM HEAT_NG SUPPLY AIR TEMPERATURE 130, 0 deg F HEATING VENTILATION AIR CFM 0 CFM HEATING SEASON ROOM DPY SULS TEMP. 70. 0 deg F xxx��x'txarf+clexezz�xxxzr.zxx�rxJCXxf:xlxxyexxxx,exxxtycxstxxaee ,etx�C�kxxkxyexzxcxx=zx w I CASCADE TESTIN kBORATORY,INC. TESTING 6.INSPECTION / .,�GINEERS / GEOLOGISTS f' ^ (y PREVIOUS i �� u 12919 N E,126TH PLACE, REPORT NO. KIRKLANO,WA 96034 (2061 B23-9BOO DATE I EVERETT [20BI259-OB17 CERT. N0.1 '/ /__ PROD c 7 �/ ( C,A"L-- LOCATION 3 6` j v r l / ! l BLDG. PERMIT NO. OWNER A TO: V I /� rWE THER TEMP. tr)AT 320 lJ/L� yJ'I J/L I� V d t) eG P) AT < PM I , ENGIN ER _ rl � tnca 01� V(/ �el ��lrNGi � S ARCHITECT Ul ATTN: CONTRACTOR I / , akp (2) (3) INSPECTION PERFORMED ITEMS INSPECTED _ FOUNDATIONS — RESTEELICONCRETE — RESTEEL ONLY — FOOTINGS _ SLAB RESTEELIMASONRY — STR.STIWELDING — AUGER CAST PILES _ COLUMNS OTHER — STR.STIBOLTING — DRILLED PIERS WALLS BEAMS (LOCATION(AREAS) 1��I. 1 f ( (�!/1 Z/ ce l4 c 1- S!e a � ,f D UI_ to 7 CONCRETE/MASONRY MIX NO. JI DESIGN STRENGTH(f'c) SUPPLIER [ / TOTAL CU.YD. PLACED SLUMP(INCHES)-_ ✓ -�� W SPECIMENS CAST -?/n�/ 4 k AIR CONTENT(%) SEE CYLINDER REPORT NO. 62 55 1-2- YES_NO—ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG.DEPT.APPROVED PLANS,SET NO. REMARKS: HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE % APPROVED BY INSPECTOR: COPIES TO: FIELD 'R E PCB R T SIGNED: FORM NO.CTL-89-1 :r I ( _ CASCADE TESTING LABORATORY, INC. SEE FIELD 68552 TESTING &INSPECTION/ENGINEERS/GEOLOGISTS REPORT No. 12919 NE 126T.+ PLACE DAT 77 ///�� 1 CERT. NO. KIRKLAND, WASHINGTON 98034 (206)823-9600 c 192 (07 -/2 EVERETT (206)259-0817 / Z PTY if LOCATION TO: A') Iluayoln O 59Ave BLDG.PERMIT NO. OWNER WEATHEP ' TEMP. AT C711"'AM 4' b\ AT PM 14 ENGINEER I !'I(7 h S ARCHITECT S M C ATTN /h CONTR CTOR _ I THE FOLLOWING WAS NOTED: Q FIELD TEST DATA BATCH DATA FOR 1 CU.YARD DESIGN % ADJUSTED TRUCK SAMPLED TRUCK TICKET No. WEIGHTS MOIST WEIGHTS UNIT CEMENT TEMP. TIME SLUMP %AIR WEIGHT YIELD FACTOR CONC AIR CEMENT /goo C.A�q' 36 c5 ©�✓� S LToTAL COMPRESSIVE STRENGTH CYLINDER DATE DATE AGE NUMBER MADE, TESTED DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. J� 7 -144 i PRODUCERS: CONCRETE " 0 ) CEMENT : CU.YARDS PLACED AEA ADMIX. -` CAC12 % DESIGN STRENGTH PLACEMENT AREA& NOTES i�b j P' �j� ( I r e e w G7 ". / h y G I1 I INSPECTOR: i COPIES TO: SIGNED: t CASCADE TESTIj_ LABORATORY, INC. SEE FIELD ' `° - 6 8.5-5 5REPORT No. - TESTING &INSPECTION/ENGINEERS/GEOLOGISTS NE. PLACE DATE KIRK K IRKLAND. WA WASHINGTON 9803/1 f2061 B23.9000 ,••r I Z EVERETT (206)259-0617 © o�7G I/ / l PRO/�E T` c ckj te 1 J 1 LOCATION ' h 1� TO: /� r I � icy 1p , � 1 Vlel'� ! l `I.Q 911 BLDG. PERMIT NO. OWNER 4Ve / t, ( WEATHER ki,9jt C S TEMP O AT , AM 1 h1A ®� AT 12,!?aM ENGINEE , ARCHITE O S S C L) ATTN. CONTRACTOR l L a ke THE FOLLOWING WAS NOTED; �j FIELD TEST DATA (� BATCH DATA FOR 1 CU.YARD TRUCK SAMPLED_''�` TRUCK TICKET No.(� Cl aq _ DESIGN % ADJUSTED © WEIGHTS MOIST WEIGHTS UNIT CEMENT TEMP. TIME SLUMP %AIR WEIGHT YIELD —FACTOR CONC QAIR -/ CEMENT 1zo 1 / — J g'Sn V 50 FA. /�j Q 7 C.A/XV WATER TOTAL COMPRESSIVE STRENGTH CYLINDER DATE DATE AGE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. NUMBER MADE TESTED DAYS SIZE �8 8 13 S- ' .ZO '7 � I°�, 45006 2.5 -I r) PRODUCERS: CONCRETE �� d� CEMENT �CU.YARDS PLACED AEA "-~ J ADMIX. CAC12 % DESIGN STRENGTH PLACEMENT AREA & NOTES / ) lZe e�LR let"llf —� 1'i• CJ Y2��J�oeGl� I/V 4 �/ /6 �o ��/ �eI/'L [s l INSPECTOR: COPIES TO: L �� SIGNED: ',} y CASCADE TESTING LABORATORY. INC. SEE FIELD N 0- 68555 TESTING& INSPECTION/ENGINEERS/GEOLOGISTS REPORT No, 12919 NE 126*.. PLACE DATE /� �� J CERT.;!.© � — 1 9 9 N E 1 WASH PLACE GTON 98034 12061823.9800 "' Z G/ EVERETT 4206)259-0817 PROLE TI _ /- 1 4'L © cc ite LOCAT1 N ' a Q l 6 l_� 69 A ve A) _ l-- ; 0 TO: BLDG. PERMIT NO. OWNER WEATHER TEMP. O AT AM i a1U L7 h14 ,/ ©� AT /21 dPM 1 ENGiNEE Vi e ARCHITE l f�p SS ATTN CONTRACTOR ` � ) L.ct K� �q !-n i c Sc� THE FOLLOWING WAS NOTED: 1/©V FIELD TEST DATA BATCH DATA FOR 1 CU.YARD DESIGN % ADJUSTED TRUCK SAMPLED I�1'- TRUCK TICKET No, 3 C z D WEIGHTS MOIST WEIGHTS UNIT CEMENT TEMP.Q �O / 1TIMEf SLUMP %AIR WEIGHT YIELD FACTORN OR COC Al RR CEMENT 9�� V J 0 FA. /�j D 7® C.Abja �V WATER TOTAL COMPRESSIVE STRENGTH CYLINDER DATE DATE AGE NUMBER MADE TESTED DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. $ 8 13 $- :7� 7 � � 1�7, 45oo b 25 b:s eec> ��/ ^ [ G— CU.YARDS PLACED 3 PRODUCERS: CONCRETE CU O vY Eg CEMENT - J o DESIGN STRENGTH AEA ADMIX`. CAC12 �o �a l v 1I Uct �- PLACEMENT AREA a NOTES_—r a � / ILO INSPECTOR: Z2 COPIES 70: �` SIGNED: a, � N° 68553 CASCADE TESTING LABORATORY, INC. SEE FIELDEPORTNO. REPORT No. TESTING&INSPECTION/ENGINEERS/GEOLOGISTS . 12919 N.E.126- PLACE DATE ♦ CERT.NO.fy g KI=LAND, WASHiNGTON 98034 12061 B23.9B00 I / '�l/y /- �z EVERETT 4206)259.0817 �[l PRO] CT _/J r� I -'I r to (j ! lam: kt e LOCATION A -1�`n �f� GI 513 59ve TO: BLDG.PERMIT NO. OWNER i v 0 �O © WEATHER TEMP AM Q AT PM EN �ih �foh W� . NGIN vl�r R ;ne ARCHITECT v .5s / c/ C e ATTN: CONTRACTOR I �-etKe SRn))Yli5 THE FOLLOWING WAS NOTED; j + Q V BATCH DATA FOR 1 CU.YARD FIELD TEST DATA p Q ? O 3 VZ'//�� WEIGHTS O WEIGHTS MOIST " S TRUCK SAMPLED �,J 7 TRUCK TICKET No. - UNIT CEMENT TEMP. 1 TIME SLUMP %AIR WEIGHT YIELD FACTOR CONC AIR CEMENT 198 > r �pp1(a4 1p'' FA k� _15,O'hL / D 70 I CAS 1 WATER TOTAL COMPRESSIVE STRENGTH CYLINDER DATE DATE AGE NUMBER MADE TESTED DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. -700000 q-- $ g 2- PRODUCERS: CONCRETE �C3 L v/1��e `'` �lJ CEMENT 7 / ' CU.YARDS PLACED 3 AEA ADMIX, CAC12 J % DESIGN STRENGTH j PLACEMENT AREA & NOTES G O e 1/ A3 'f`o fe Z© //eve l (/ 1x > INSPECTOR: / FT COPIES TO: SIGNED: /�i - CASCADE TESTING LABORATORY, INC. SEE FIELD N° 68553 TESTING Be INSPECTION/ENGINEERS/GEOLOGISTS REPORT No._ — 12919 N.E. 126— PLACE DATE CERT. NO. yy rr KIRKLAND, WASHINGTON 98034 12061823.9800 EVERETT (206)259.0817 �JCJ PROJ CT t- oC. I/I LOCATION SO -?*le A- yl�2 alp TO: 2 {rr BLDG.PERMIT NO. OWNER ©" Ymp /`C yc /-��TEMP ATg AM ��//q S WEATHER I 1 L.,Ns4 11�'l e- 40 AT PM ENGIN R el ARCHITECT C ATTN: CONTRACTOR I � �-etKe THE FOLLOWING WAS NOTED: CjJ- 0V t FIELD TEST DATA TRUCK TICKET No. p 2 BATCH DATA FOR 1 CU.YARD IV O 3 l Z O DESIGN % TRUCK SAMPLED WEIGHTS MOIST WEIGHTS UNIT CEMENT TEMP. TIME SLUMP %AIR WEIGHT YIELD FACTOR CONC AIR CEMENT -7 �c° W .4 FA./ -1 g v� Is 7o 7a CWTS WATER TOTAL COMPRESSIVE STRENGTH CYLINDER DATE DATE AGE NUMBER MADE TESTED DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. zli'm Ito,5 sz.000 7S?S—) 0' -- - /--Z-/ 0 0 0 � 5?00 $$z Q-S R8 70 1 7 i G5000 3°1 An � $ ,� �Xo° -71300 a 73o Z PRODUCERS: CONCRETE v �� 1"' CEMENT -r4, / CU.YARDS PLACED 3 _ Go4e el--wa., � ADMIX CAC12 ` DESIGN STRENGTH 2 ©6P . AEA / PLACEMENT AREA& NOTES td 1! 7 74o �2 l/e l G14 fid /e ve INSPECTOR: ! COPIES TO: `-\ ` �v SIGNED: - a � ° CASCADE TEST,. .0 LABORATORY, INC. SEE FIELD N 68815 TESTING&INSPECTION/ENGINEERS/GEOLOGISTS REPORT No. r 12919 NE 126T.. PLACE DATE / r1 CERT. NO. EVERE ND, WASHINGTON 98034 (206)823-9800 c�2n-7 12 E E VERETT 12061 259-OB17 (�/ I - - PROJ T I1 t �. -1 O od .a LOCATION J TO: v / �1� BLDG.I S . PERMIT / OWNER -- 2 n ) I,{ +I /�(f WEATHER TEMP.,/7 AT8700 AM .J V V / l - le Ct f C/ AT c 7� VVIVJi PM �� / EN� .e_ II E.ER V 1 4Ct Y 5 ARCHITECT G ATTN — 9 o'Ss CONTRACTOR THE FOLLOWING WAS NOTED: FIELD TEST DATA C BATCH DATA FOR 1 CU.YARD DESIGN % ADJUSTED TRUCK SAMPLED TRUCK TICKET No. WEIGHTS MOIST WEIGHTS UNIT CEMENT TEMP. TIME SLUMP %AIR WEIGHT YIELD FACTOR CONC I AIR CEMENT .y ` /'2. S�1)Cs 1 1.�1 /}I�� r1 f l� / r / m6� v V II////1-5O SFA. �� CJNO✓C� //12 7L J WATERFT I TOTAL COMPRESSIVE STRENGTH CYLINDER DATE DATE AGE NUMBER MADE TESTED DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 78fp6 -10 $- I-1 7 2xL1 1e5100 5 7AQ 7$p I I 9 -1 2g I I -78� � �� $ - 1 `1 7 gxgxg 1 (D �5 6onno 3640 PRODUCERS: CONCRETE 1 fer) CEMENT CU.YARDS PLACED AEA ADMIX.-\ - CAC12� ' % DESIGN STRENGTF-��1� V� 2c�o PLACEMENT AREA& NOTES ([]L \ 1� SA C� ! ) �O () r y 1 01� V"� V D Vl o' T K)CA 1) t L y V%"\ . INSPECTOR: COPIES TO: . 1 SIGNED: _ ` � M CASCADE TESTIL LABORATORY, INC. SEE FIELD � �/n N0- 68815 I TESTING&INSPECTION/ENGINEERS/GEOLOGISTS REPORT No. - 12919 N.E.126- PLACE DATE((//��771I((�� /1�///�� /1� CERT.NO. KIRKLAND. WASHINGTON 98034 (206)823.9900 U ^/lJ �-/ G 2 - 12 E EVERETT (2061 259-OB17 f 1� n7- 1-- PROIT 1 ; A �j 0,A IIdV� /1 LOCATIONTO: Au e. �j 1 BLDG.PERMIT NO. OWNER /( WEAT ER I TEMP. AT 8.'00 AM (�/1 . I)e eA cam. VVVV. J O AT PM ENG/I��EER ( 'e 1 4".J' i& gn A Y 5. ARCHITECT koss -A- 01 0 u dP ATTN: CONTRACTOR THE FOLLOWING WAS NOTED: FIELD TEST DATA .e ' BATCH DATA FOR 1 CU.YARD DESIGN % ADJUSTED TRUCK SAMPLED TRUCK TICKET No. WEIGHTS MOIST WEIGHTS UNIT CEMENT TEMP. I �q 'TIME SLUMP %AIR WEIGHT YIELD FACTOR CO NC AIR CEMENT 6$� o sn / Sties 7 y / Mo��. / FA. C.A. I day WATER 7A Molt. TOTAL COMPRESSIVE STRENGTH CYLINDER DATE DATE AGE NUMBER MADE TESTED DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 9G6 g-10 $-1`1 7 2xL4 Iesl ao 5'7W fiA %2 78C I 1- 9-1 2S 6o d 6 o I -1962!1 9 - -7 �� t q 00 a 6 ©-,5'4 -79 _)0 $ -- 11 7 qxgxp) 1 (0 �5 6onno 3 44 ei 2& 7 g I �_-7 ? 0 i �3a©a t9a 1 ?ed6 5 PRODUCERS: CONCRETE P ✓1') �� CEMENT CU.YARDS PLACED AEA ADMIX. CAC12 J� °a DESIGN ST�RENGT�J, 9oQ 2c�o PLACEMENT AREA a NOTES �T_ 1�C y ( �o 0- CJ S c' c_ ` O ✓� INSPECTOR: COPIES TO: �� L � ) SIGNED:- / -�- CASCADE TESTING LABORATORY, INC. SEE FIELD I V0- 68552 TESTING&INSPECTION/ENGINEERS/GEOLOGISTS REPORT No. 12919 NE. 126T.. PLACE DAT ,,,LLL 7/ 1 CERT. NO. �+ KIRKLAND, WASHINGTON 9803.4 12061823.9600 T, O /2 EVERETT (206)259.0817 ` PR C 0 yo vT �- ' LOCATION 1 TO: _rL I Q �� 51AvL �lI BLDG.PERMIT NO. OWNER �3 2-0 /L' WEATHE TEMP ?qO AT 091`1"AM 0 / \�t_l+� AT PM ENGINEER Pe at,- ' nors ARCHITECT , // C �e /�//I ATTN: /1 C OrN T R lTe /\T/-/-7 �e Sq�i m I' L THE FOLLOWING WAS NOTED,: (J(d FIELD TEST DATA BATCH DATA FOR 1 CU.YARD DESIGN % ADJUSTED TRUCK SAMPLED TRUCK TICKET No. WEIGHTS MOIST WEIGHTS UNIT CEMENT TEMP. TIME SLUMP %AIR WEIGHT YIELD FACTOR CONC AIR CEMENT /991 C.A/Q 3<S O vc s W ATE R TOTAL COMPRESSIVE STRENGTH CYLINDER DATE DATE AGE NUMBER MADE, TESTED DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 7944 8- 14 7 4,01X M �5d a0 21 D `1845 41- 4 �8a- o °I -4 � PRODUCERS: CONCRETE e CEMENT = CU.YARDS PLACED �y.�+ AEA — ADMIX. CAC12 �° �J DESIGN STRENGTH PLACEMENT AREA & NOTESA4 r-�,` R/'? e n �e y 3 e`, liNe e vC/ I INSPECTOR: COPIES TLul 1 SIGNED: 4 N° 68552 CASCADE TESTING LABORATORY, INC. SEE FIELD TESTING &INSPECTION/ENGINEERS/GEOLOGISTS REPORT No. 12919 N.E. 126T.. Pj_ACE DAT CERT..NO. KIRKLANO, WASH,,GT,N 98034 42061823.9800 EVERETT (206)259-0817 m ! ' n o v CQti e L- ' Q LOCATION, 6- / TO: - h BLDG.PERMIT NO. OWNER WEATHE TEMP AT AM /1 1 ENGINEER ARCHITECT ATTN: ^ f CONTR CTOR THE FOLLOWING WAS NOTED: FIELD TEST DATA BATCH DATA FOR 1 CU.YARD DESIGN % ADJUSTED TRUCK SAMPLED TRUCK TICKET No. WEIGHTS MOIST WEIGHTS UNIT CEMENT TEMP. (�j TIME SLUMP %AIR WEIGHT YIELD FACTOR CONC AIR CEMENT /a� c./p WATER TOTAL COMPRESSIVE STRENGTH CYLINDER DATE DATE AGE NUMBER MADE, TESTED DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. -7S 4 s- 14 7 X M- g5-000 2910 79 `1- 4 f 17/a .0-6 5�,g 90 78 q -4 C790016 Sr81 o PRODUCERS: CONCRETE a CEMENT CU.YARDS PLACED �j AEA ADMIX. CAC12 DESIGN STRENGTH PLACEMENT AREA & NOTES i G r- '` �a /[ �e y `, ! -ro le v v INSPECTOR: COPIES T SIGNED: /% N° 68543 CASCADE TESTING 'LABORATORY, INC. SEE FIELD Ar` TESTING 8, INSPECTION/ENGINEERS/GEOLOGISTS REPORT No, 12919 N.E.t26-- PLACE DATE y , CERT. - 7 � KIRKLAND, WASHING-ION 9e034 (205)623.OBOO •/ 9� ,l/� / /tZ EVERETT (20G)2S9-0617 PL / F ` ( PRO CT li u l�U /b Imo` PG- - LOCATION r'✓j1f i /7�jp� `� ,r 7-i l ��l 7A 1 A4 I��4 (F /- lJ} J BLDG.PERMIT NO. OWNER TEMP. AT GAL AM J W�ATHER �-1' JJU- AT PM 1 4 ''� ��/1 t ,� ENGINEER% ARCHITE ATTN: CONTRA TOR 1 I THE FOLLOWING WAS NOTED: �y l�f,�'I� � � � _ y l- A9 BATCH DATA FOR 1 CU.YARD ,'J FIELD TEST DATA (j / q�`j AJ TRUCK SAMPLED 8 TRUCK TICKET No.(jJ(. WEIGHTS I MOIST �EE1GF175 UNIT CEMENT TEMP. TIME SLUMP %AIR WEIGHT YIELD FACTOR CONC AIR CFMENTI 5o`re- , 1 r'/'✓(.%�! 'J r Z�`'' f fy� FA. vl�+ fl 1✓ I - TOTAL COMPRESSIVE STRENGTH CYLINDER DATE DATE AGE NUMBER MADE_ TESTED DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 11 9-7 7 '1X zA L 000 c 7 c/r-) -� 12, 83 17 V-2 7 --�_ PRODUCERS: CONCRETE_ � � CEMENT /U' .��P � - CU.YARDS pL D AEA ADMIX, CACI2 46 DESIGN STRENGTH ,A-- If ^� PLACEMENT AREA & NOTES /( �i / /. 3L1. ,f;� P f I n •rl , Gl . Y�/ `7` - Y / d f / / INSPECTOR; COPIES TO: n. SIGNED: �1 r�.�,�/lJ - r N° 68543 CASCADE TESTIN-j LABORATORY, INC. SEE RELo TESTING&INSPECTION/ENGINEERS/GEOLOGISTS REPORT No.__.— 12919 NE. 126— PLACE OAT CE -IT.NO. /7 KIRKLAND, WASHINGTON 99034 (206)823-9800 _ ` 1,?2 7EVERETT (206)259-0817 / �J PRO CT t ut, �' I I % �/ ' LoCAT /I✓ �J AVe 1`7 ��! 11�I `�/l TO: BLDG.PERMIT NO. OWNER c�2-C'1 Q y f 1A C 4lio W >THER TEMP AT M I '7 % ��L �� NI 7 4 V /C� AT PM ENGINEER 4 ARCHITE ATTN CONTRA TOR VOL . "I - YJ 1 / c' {" �Tlct�Sc�J�t THE FOLLOWING WAS NOTED: ✓ / '�0 FIELD TEST DATA ,qG BATCH DATA FOR 1 CU.YARD 1 DESIGN % TRUCK SAMPLED - TRUCK TICKET No.e3go'l� WEIGHTS MOIST wEIGHTSD�/✓ Q� UNIT CEMENT TEMP. J / / //7�� TIME SLUMP %AIR WEIGHT YIELD FACTOR CONC AIR CEMENT CiO lJ - 01 FA. J( �� "J o WATER TOTAL COMPRESSIVE STRENGTH CYLINDER DATE DATE AGE NUMBER MADE TESTED DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. -2G > 1(o10 (oZDDD 3SSd 8--28 S I(n I O G5 0 0 0 40 G d 5 14900 4-750 PRODUCERS: CONCRETE CEMENT < tl��Z- CU.YARDS PL/j¢fiiD ? AEA —ADMIX. �` CAC12 ^f % DESIGN STRENGTH © � 1ZPLACEMENT AREA & NOTES t A Z'i4 `l 7'0 ,v l 11k-p 14 -�a A , 5 o 2�/8 l eIle, / INSPECTOR: 17 COPIES TO:C 1�1 tl J� ( � c / 1 '�� SIGNED: �� N° 69129 CASCADE TESTING LABORATORY, INC. SEE FIELD r? G� REPORT NO. TESTING & INSPECTION/ENGINEERS/GEOLOGISTS 12919 N,E 1261- PLACE DATE CERT. NO. KIRKLAND, WASHINGTON 9BO3A (206)623-9E,00 `�O ^ ? EVERETT (206)2S9-0617 r U G PROJECT In LO nCATION \i TO: 6 �� Jr✓ Lys s � 1 5 I Q li rr BLDG. PERMIT NO. OWNER n 1 WEATHER TEMP. AT AM 1 �lS q L�_LI V AT PM ENGINEER 1`r f, �✓l�( S A`RRCCCHITOCT l ATTN: Y I lC Vr` CONTRACTOR THE FOLLOWING WAS NOTED: ^ FIELD TEST DATA BATCH DATA FOR 1 CU.YARD DESIGN % ADJUSTED TRUCK SAMPLED � n TRUCK TICKET Ne, 6 �� ` �r� � WEIGHTS S MOIST WEIGHTS UNIT CEMENT TEMP. TIME SLUMP %AIR WEIGHT YIELD FACTOR CONC AIR CEMENT _7�� f - L� 1/,7 �7 FA. C.A. / WATER TOTAL COMPRESSIVE STRENGTH CYLINDER DATE DATE AGE NUMBER 1 MADE TESTED DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. PRODUCERS: CONCRETE ��>,C-t `�` V I '-� CEMENT CU.YARDS PLACED AEA ADMIX. CAC1,1_ % DESIGN STRENGTH r -' I PLACEMENTAREA & NOTES - �% �� -'�_ � yM'`Y�_ 4'G� C I, Ll ( l " 1"` INSPECTOR: \�-s' �-- LMJ� COPIESTO. �i� - C/ }'/� �- `% - L� ". � •1 ! } SIGNED: ��- R G, N° 69129 CASCADE TESTIN— LABORATORY, INC. SEE FIELD REPO TNo. TESTING&INSPECTION/ENGINEERS/GEOLOGISTS 12919 NE 126T.+ PLACE DATE CERT. NO. KIRKLAND. WASHINGTON 98034 12061623.9800 r EVERETT (206)259.0817 PROJECT lJ L ` 1 I LOCATION To: 1451 3 59" Auf_ - vq.A1%&_g � I.. BLDG. PERMIT NO. OWNER ?vaD PtM-PrC � £ - {/% 1 1 -y pL WEATHER �/ TEMP. AT AM Yuh �" q ! l_�Lko, AT PM E�INEER ARCHITIICT j D S F, M C ( u r ATTN: CONTRACTOR n C Inn.. ,i S�. Sc 1. THE FOLLOWING WAS NOTED: t O of S t1 2 4 FIELD TEST DATA [� BATCH DATA FOR 1 CU.YARD DESIGN % ADJUSTED TRUCK SAMPLED---- / vCJ TRUCK TICKET No. ` WEIGHTS MOIST WEIGHTS UNIT CEMENT TEMP. —7/� // TIME SLUMP %AIR WEIGHT YIELD FACTOR CONICAIR CEMENT //J/ C.A. WATER TOTAL COMPRESSIVE STRENGTH CYLINDER DATE DATE AGE NUMBER MADE TESTED DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 7-a1) kb-G 7 tixtix 16', S '�-?nlxX 33 7-) 53-7 v 1 fo $ 3000 51 qb 2.7 1 (0. 91000 SO (DO PRODUCERS: CONCRETE CnACt `-J CEMENT CU.YARDS PLACED L� AEA ADMIX. CAC12 % DESIGN STRENGTH a PLACEMENT AREA & NOTES OC� �l✓\ l�iU �� L� W�1S 1lbcSt �+ l , �tbl£ I� (A11 �'t`O�-.I� L� 111Z,� I`23i� "o111Z1i 1.... L� `lln F �� (`o�-. IL \ r�C St Ct I 1--1 LLD — 2 IC8n INSPECTOR COPIES TO CA". (L_ v L r (C� -T5 Q y / SIGNED: CASCADE TESTI -; LABORATORY, INC. SEE FIELD N° 68538 TESTING& INSPECTION/ENGINEERS/GEOLOGISTS REPORT No. 12919 NE 126T.. PLACE DATE CERT.NO. KIRKLAND, WASHINGTON 98036 (206)823.9800 r7 EVERETT (206)259-0917 PROJ J I D ALOCATION 1 � ,TO: Jg ' a. c 'f BLDG.PERMIT NO. OWNER J r"_C3 f WEATHER i TEMP. �70 AT C?"AM J �' jam. �� Q k I/1 A AT PM ENGINEER r 1 ) ARCHITECT ATTN: _1 CONTRACTOR I THE FOLLOWING WAS NOTED: FIELD TEST DATA BATCH DATA FOR 1 CU.YARD j� 7DESIGN % ADJUSTED TRUCK SAMPLED TRUCK TICKET No.Iq WEIGHTS MOIST WEIGHTS UNIT CEMENT TEMP. TIME I SLUMP %AIR WEIGHT YIELD FACTOR CONC AIR CEMENT Z' PAO 161d 7 -D FA. C.A. D� WATER TOTAL COMPRESSIVE STRENGTH CYLINDER DATE DATE AGE NUMBER MADE TESTED DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. b -7 � ��,5 3�Da p z 30 C) z 6, 1 / li(o%5 -7c000 4Z-40 7_7 f 94YAl On?- -7 (D000 4-4-10 O/� �- /'ll�i' E/��f _CEMENT /! l r PRODUCERS: CONCRETE 4 CU.YARDS PLACED AEA C' ADMIX. 1�- CAZ3J2 % DESIGN STRENGTH /�1`�� PLACEMENT AREA & NOTES ( J/�'l`-�' �, -r r / ��JINVL" ' 1 O 4 t � INSPECTOR: 1 COPIES TO: � S .1�� SIGNED: i' � 3 + N 0- 69394 � CASCADE TE LABORATORY, INC. D REPORT SEE FIELD — TESTING 6,INSPECTION/ENGINEERS/GEOLOGISTS 12919 NE 126T.. PLACE DATE /// CERT.NO. KIRKLAND, WASHINGTON 96034 (20 6)82 3-9800 ENERETT (2061 259.0817 T[) •'+ PROJECT YaoM Ce-vt+e" / LOCATION / TO: l i dF �lY��DY\ / l5 13 J-9"Ae— r� BLDG.PERMIT NO. OWNER > 20 of ym pk- C WEATHER TEMP. AT AM AT PM ENGINEER Uhn ARCHITECT If I ATTN: CONTRACTOR THE FOLLOWING WAS NOTED: G roUi- h�C, SCZI'I7M. l�RsvnPy FIELD TEST DATA BATCH DATA FOR 1 CU.YARD DESIGN % ADJUSTED TRUCK SAMPLED lq� TRUCK TICKET No. 5I39DO4 WEIGHTS MOIST WEIGHTS UNIT CEMENT TEMP. TIME SLUMP %AIR WEIGHT YIELD FACTOR CONC AIR CEMENT -7 WIS Flu,� �SK FA. 0 gy�p C.A. !Q WATER TOTAL COMPRESSIVE STRENGTH CYLINDER DATE DATE AGE NUMBER MADE TESTED DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 7777 7-2$ 7 1-byx-6 77 7 i 3�2 2B 1�,0? $000 q-oo 0 8-2� a� 1� ,0 CogOOp � 1SO 7779 PRODUCERS: CONCRETE k)Or'W�T— CEMENT CU.YARDS PLACED -� cy- AEA ADMIX. CACI2 % DESIGN STRENGTH 5Z000 PLACEMENT AREA 6 NOTES 2>1 INSPECTOR: rev _ i COPIES TO.c-!/�"C �`-I �7PC '1J-/-` Pf Imo,1 SIGNED: 1 SEE FIELD N 0- 68534 CASCADE TESTI.N,-; LABORATORY, INC. REPORT No. TESTING &INSPECTION/ENGINEERS/GEOLOGISTS 12919 , PLACE DATE / CER �6 / KIRKLANDAND WASHINGTON 98034 (206)823-9800 EVERETT (206)259.OB 17 —7 k 7 PRO T Cl Ll Q v7� Cc te, l/s: LOCATION TO: , v 1' �, l 8 -SJ 1 , 5° BLDG. PERMIT NO. OWNER WEATHER i TEMP LOW OW AT (}� AM �� AT PM ENGINEER 1 ARCHITECT R>c � ATTN: CONTRACTOR of �' SO�sr7��r e Is'/ a soi,a�-kf THE FOLLOWING WAS NOTED: ,O / © q�— FIELD TEST DATA BATCH DATA FOR 1 CU.YARD 8�� DESIGN % �a+rw.a TRUCK SAMPLED TRUCK TICKET No, WEIGHTS MOIST WEIGHTS UNIT CEMENT TEMP. / J g- % / / J TIME SLUMP %AIR WEIGHT YIELD FACTOR CONICAIR CE ENT H/ I G 8 1 16 6 , 5 74 � FA. 70 zrr' WATER TOTAL COMPRESSIVE STRENGTH CYLINDER DATE DATE AGE NUMBER MADE TESTED DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. �� $-3 `I G.5 SS000 3 5 7-0 '8-z ,- i -7713 - 3 `7 �4000 44 (� 0 � 714 8 -z4 7 -715 PRODUCERS: CONCRETE , ©1r �'S CEMENT / CU.YARDS PLACED 1 'z AEA `--�^ AD—M'IIX.�`Ji� //CACI % —DESIGN S/TiRENGTI� �c? PLACEMENT AREA & NOTES n I, f3 s 1 �i rl bL — 1 ,� 5 m !� b� Lf yNo V�GGG (} / A "'1?VLF INSPECTOR: COPIES TO: C/a- J�i� C4 Gq-1 SIGNED:�� 4t CASCADE TESTI NCJ L SEE FIELD N 0- 68534 ABORATORY, INC. REPORT No. TESTING&INSPECTION/ENGINEERS/GEOLOGISTS 12919 AN , WA PLACE DATE � � /�� CERT.NO. KIRKLAND, WASHINGTON 98034 12061823-9e00 7 � ��bj_�� ' EVERETT f2061 259.OB 17 - PRO 'T fr 1 01! re) r ' LOCATION TO: A �16 i j?,6 C) �� mL ` � 4ve— BLDG.PERMIT NO. OWNER 13 J WEATHER TEMP AT AM AM P (�L1 `l' AT PM If ENGINEER Ni r e Q to t- 1-s ARCHITE� f 1�� V I' I^ Cab's / ATTN: CONTRACTOR THE FOLLOWING WAS NO )"o 1) `f/ I(� �; FIELD TEST DATA BATCH DATA FOR 1 CU.YARD DESIGN % TRUCK SAMPLED TRUCK TICKET No.93 WEIGHTS MOIST WEIGHTS UNIT CEMENT TEMJA� J �� J TIME SLUMP %AIR WEIGHT YIELD FACTOR CONC CEfyIENT �!O ! 11 0 F / �f ry G $1 /6 7 // w f 0 FA. f Q� A2-4 9e,Ai, , c.A.'o 307e ��JI�S �iY►lc J WATER TOTAL COMPRESSIVE STRENGTH CYLINDER DATE DATE AGE NUMBER MADE TESTED DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. -1-110 7 IS-3 17 ��If /I `1 �.5 5soon 3 5 7-0� � I 1 -8-24 Z> A IG15 °Moab 5940 -7 -7 IZ Zoob $ � 77I3 - 3 `7 .� 7(� k4000 44(D0 � 714 8 -z4 19zo0 (ot10 f 77 15 717 8- 24 ;--,g 2Xlqy 19$00 G3 1 b l 1 /n o7 PRODUCERS: CONCRETE l Yel" �s CEMENT �^ CU.YARDS PLACED ! J .z oaf AEA --�' ADMIX. r // CAC12 `� % / DESIGN STRENGTH4 fit/2 `( �"� Z��f�✓e / , l/ j PLACEMENT AREA & NOTES r / / �I1 Li' � 'f-ta �/ �; 3, 41rj��'� , I ��4 l/y Ile k. 1, - USZ J No Wall I5�fo IP-" l-e-ve , INSPECTOR: COPIES TO--.1�r!T i (-�rffe y -Ll --i-- �Z SIGNED: N° 68535 CASCADE TESTING LABORATORY, INC. SEE FIELD TESTING 8c INSPECTION/ENGINEERS/GEOLOGISTS REPORT No 12919 AN , WA PLACE DATE CERT,� V 7 � ` E 7 f L/, KIRKLAND, WASHINGTON 9803o (206)823-9800 EVERETT (206)259.08 17 PROJE I Xti- � IIv� LOCATION t 1 I > TION BLDG. PERMIT NO. OWNER WEATHER TEMP. AT AM Y I (� A T.3 C LO PM ENGINEER d �. ARCHITECT �c ATTN: CONTRACTOR 4 LL THE FOLLOWING WAS NOTED: FIELD TEST DATA BATCH DATA FOR 1 CU.YARD C. ,�� DESIGN % ADJUSTED TRUCK SAMPLED l' TRUCK TICKET No, � �` v WEIGHTS MOIST WEIGHTS UNIT CEMENT TEMP. ! TIME SLUMP %AIR WEIGHT YIELD FACTOR CONC AIR CEMENT ` iJ �' 1 S Q C.A. V i c✓ WATER TOTAL COMPRESSIVE STRENGTH CYLINDER DATE DATE AGE NUMBER MADE TESTED DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 771 ( 7/4 7 '3- -3 7 1 -7_o Z 43000 Z5 30 J- -7717 -7 `715 7 PRODUCERS: CONCRETE CEMENT � / CU.YARDS PLACED r AEA ADMIX. CA-C °6 DESIGN STRENGTHS Y PLACEMENT AREA & NOTESLv `—" /© /! vV �� •. �' �� r i Q C INSPECTOR; COPIES TO:r} �� SIGNED: CASCADE TESTINu LABORATORY. INC. SEE FIELD N° 68535 TESTING &INSPECTION/ENGINEERS/GEOLOGISTS REPORT No. _ 12919 N.E 126T« PLACE DATE CERT. NO.� r+ �'] KIRKLAND, WASHINGTON 96034 (206)823-9800 �J r� LJ_� EVERETT (206)259.0817 ` r' ' C_ PROJF I ti� 7-1 �' { I VL.(,' ��'� �� I t O LOCATION r`�� J f 3 P / l , I G 42 TO: 7 ,32 0 � r, y 1 BLDG.PERMIT NO. OWNER 0 4 I/ /h AI - I ^ WEATHER TEMP Q J AT 2 AM ! 1/? L, V�`� - %mL� �if 47L-� AT 50 PM ENGINEER ARCHITECT ATTN: fi�a 4 SC c fu e CONTRACTOR /j� fC F C y rj I �rl_I; r�l 5��1• G�G THE FOLLOWING WAS NOTED: 16 1-0 u 1 FIELD TEST DATA BATCH DATA FOR 1 CU.YARD r r (` DESIGN % ADJUSTED TRUCK SAMPLED _ TRUCK TICKET No. WEIGHTS MOIST WEIGHTS UNIT CEMENT TEMP. TIME SLUMP %AIR WEIGHT YIELD FACTOR CONC AIR CEMENT 7 78 8 Z -,,,FA,,. 76 76 C.Alg �/U WATER TOTAL COMPRESSIVE STRENGTH CYLINDER DATE DATE AGE NUMBER MAQE TESTED DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 771( 7�.4 7 '3 7 /tx4 17.o Z 43 00 0 Z5 30 � 7717 7 , `� -Z4- 1 (, ,5 S5000 5150 -7 - I$ 7/�� g- z zg k 6 ,5 ' 300o 5D 30 z� PRODUCERS: CONCRETE • CEMENT_.2� CU.YARDS PLACED AEA ADMIX. C % r DESIGN STRENGTH 9Z0_0_1!!!5 PLACEMENT AREA & NOTES 2G �©<< lever I leA49_ •' A , �l 'ro B, 5 I r 1 ) . INSPECTOR: I r - t COPIES TO: 1T7 I "1 C �=�C.P-, R 1 ` l�—y , ZS SIGNED: CASCADE TESTING LABORATORY, INC. SEE FIELD N° 68532 TESTING &INSPECTION/ENGINEERS/GEOLOGISTS REPORT No._ 12919 NE .. PLACE DATE n �l CERT.NO. KIRKLAND. WASHINGTON 9B03d (206)B23.9B00 EVERETT (206)259.0817 c• G� PRO E e kt Yo j LOCATION l la TO: BLDG.PERMIT NO. OWNER WE T ER TEMP / �Q AT rC AM ` �,7dv �✓/Cam/o AT PM ENGI EERIJ I / C l (?k- ARCHITECT o s J/�n J� ATTN: CONTRACTOR � /Lr THE FOLLOWING WAS NOTED:, lr o v s'/ 4Qk FIELD TEST DATA 4 (1 BATCH DATA FOR 1 CU.YARD DESIGN % ADJUSTED TRUCK SAMPLED�1 TRUCK TICKET No. C��U WEIGHTS MOIST WEIGHTS UNIT CEMENT TEMP. TIME SLUMP %AIR WEIGHT YIELD FACTOR CONC AIR CEMENT / — - 6,5 7a° !�L 'Y 7v C 3�c70 WATER TOTAL COMPRESSIVE STRENGTH CYLINDER DATE DATE AGE NUMBER MApE TESTED DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. �654 7 z� -zq 7 J( I (o 59OOb 316030 7(55 7/22- S-19 PRODUCERS: CONCRETE ah� 1 Ov �S CEMENT Z "C CU.YARDS PLACED AEA ADMIX. CAC12 % DESIGN STRENGTH ©© PLACEMENT AREA d. NOTES `� / /1e y / / ir�� r J�O '6' / e 3 , 1 , I INSPECTOR: COPIES TO:Ir,,c SIGNED: CASCADE TESTING LABORATORY, INC. SEE FIELD N° 68532 TESTING& INSPECTION/ENGINEERS/GEOLOGISTS REPORT No. 12919 N.E 126T.. PLACE DATE CERT.NO. KIRKLAND, WASHINGTON 98034 (206)823-9800 EVERETT (206)259-0817 PAn; c o , Yo LA C�yl e.� I LOCATION ,I / �� 0 1 1 ��13 69 ME 14k, i)vg4 l o t,- TO: ly l,f� BLDG. PERMIT NO. OWNER �t�'1-F�i�C ✓� AM WEE+ T{�IER S"f TEMP �[3� r / l+��l y AT PM (p(J p AT r ( 1 ENGI EER I / ARCHITECT p ATTN- CONTRACTOR / THE FOLLOWING WAS NOTED: �/ Ll FIELD TEST DATA !� fj� BATCH DATA FOR 1 CU.YARD TRUCK SAMPLED !,7 / TRUCK TICKET No. Cap�4fyl DESIGN % ADJUSTED WEIGHTS MOIST WEIGHTS UNIT CEMENT TEMP. / TIME SLUMP %AIR WEIGHT YIELD FACTOR CONC AIR CEMENT C. 367.0 WATER TOTAL COMPRESSIVE STRENGTH CYLINDER DATE DATE AGE NUMBER MADE TESTED DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 7654- 7r/2' 7-Z9 7 /l✓,/Zy' 1 (0 59000 3Cg30 -7655 7 2- 9 -19 lb g5Oob 53 ) O -16BG '7�AZ S 19 f 17_o z S50 00 51� PRODUCERS: CONCRETE Vy QS CEMENT CU.YARDS PLACED AEA ADMIX. CAC1Yo ' ,/% DESIGN STRENGTH PLACEMENT AREA& NOTES / I l 4ih2 ' l fp .�. i ( r / j INSPECTOR: COPIES TO:C�- S A- T::in- �r A l r c- `� � �! -� SIGNED: CASCADE TESTING LABORATORY, INC. SEE FIELD N° 68531 REPORT No. TESTING&INSPECTION/ENGINEERS/GEOLOGISTS 12919 NE. 126T.+ PLACE DATE N CERT. O. KIRKLAND. WASHINGTON 9603A (206)823-9800 7 9 g o 7 _ r?, E EVERETT (206)259.0817 JE P;1{- h L TO: I 1 - LOCA �N /. Q f�. AV�l I Ik l 12,47,q/0"1 BLDG. PERMIT NO. OWNER ve WEATHER / TEMP. /LO AT 7//0-0AM d1a \j`oLl y (pJ AT PM ENGINES 4. L _ I q ARCHITE Poss &I" Cwe ATTN: CONTRACTOR / -c THE FOLLOWING WAS NOTED,: 1/16 � �-- \�� 12, FIELD TEST DATABATCH DATA FOR 1 Cu.YARD ✓ DESIGN % ADJUSTED TRUCK SAMPLED I TRUCK TICKET No. D $ J WEIGHTS MOIST WEIGHTS UNIT CEMENT TEMP. TIME SLUMP %AIR WEIGHT YIELD FACTOR CONC AIR CEMENT, 0 RICO d � ' _ b s26 � O viZ v /D (p FA. ra70 aSd1Y4NJ c.A.7�Q �d% Sf�S C e WATER TOTAL COMPRESSIVE STRENGTH CYLINDER DATE DATE AGE NUMBER MADE TESTED DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. o� 5000 0 3Z 30 0 -1$ Z$ < < 76og 609 -2A 7 2Ixll� y 1 -74-on 5540 -7611 z %- IV I 2R PRODUCERS: CONCRET v--yyd�/7/L 111&5CEMENT CU.YARDS PLACED zrai sI P it _ c�� AEA ADMIX. I, CAC12 ^-- "k �r DESIGN STRENGTH /J L PYL PLACEMENT AREA& NOTES 74 , l 7e �� (a. AL�,q L U S e- i-n �l� l�,e 6 !J n INSPECTOR: { COPIES TO: \ SIGNED: CASCADE TEST'1 � LABORATORY. INC. SEE FIELD N° 68531 TESTING&INSPECTION/ENGINEERS/GEOLOGISTS REPORT No. 12919 NE. 126r,. PLACE DATE r CERT. NO. KIRKLANO, WASHINGTON 9603A 12061823-9600 7 9 a 9� r� E EVERETT 4206)259-0817 PRJ�JI-_ z"1 j- !tH LOCATION TO: �It j061 // BLDG.PERMIT NO. OWNER 32o O, !G jAve fWEATHER f TEMP /�O AT 7,/&(nAM' C4ev y AT PM ENGINES , ` e et- F 14 9�- ARCHi"CE ass CJUl-e ATTN: � f CONTRLACTOR c / �aV -C� J�1 iL?IIS ` Cal c �i THE FOLLOWING WAS NOTED: \�� FIELD TEST TTT DATA BATCH DATA FOR 1 CU.YARD / ✓ DESIGN % ADJUSTED TRUCK SAMPLED I (� TRUCK TICKET No.IL3 9SScy� WEIGHTS MOIST WEIGHTS UNIT CEMENT TEMP. , V0V/ ��/ /�A" TIME SLUMP %AIR WEIGHT YIELD FACTOR CONC AIR CEMENT, /. // I / 1 I �" d Sane+ �} esy AveA. {O /o 0 81oe 7 70b � esah�c-+l►�t/r C.A. Jd 7 ali s Core WATER TOTAL COMPRESSIVE STRENGTH CYLINDER DATE DATE AGE NUMBER MADE TESTED DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 7 YAW 151� 500o n Q -76,0-7 Z$ r' 1b 3(0000 532Sb � 7608 9-19" z% 5 $ IOOO 5 Z.30 I -7 6Oq -7-2A 7 zx I -74-o0 5540 610 $-- zg t zIgoc (09-10 -7611 %-- IV I zg 23500 1 74" SD I I 0 PRODUCERS: CONCRET (,One M k / CEMENT � � CU.YARDS PLACED 5 0 zrr9 6 s!1 P ! O B 0--E'� AEA ADMIX. CAC1� 2 . 1 DESIGN STRENGTH 43 I, ' 1 fa 1�� PLACEMENT AREA& NOTES f0 l ! ` � B, � L e 7'e 16"1 u S e- /6jc> 7 No j�k INSPECTOR: COPIES TO: � SIGNED: CASCADE TESTING LABORATORY, INC. SEE FIELD N° 68528 TESTING& INSPECTION/ENGINEERS/GEOLOGISTS REPORT No. 12919 NE 126T., PLACE DAT----E.yyy CERT.NO. .1 KIRKLAND. WASHINGTON 9603 (2061823.9800 EVERETT 12061259.OB17 / r PRO _CT a�f L OCATION �-1,= TO: O Q BLDG.PERMIT NO. OWNER Avef WEATHER � ' TEMP. AT AM AT PM ENGINEE I Ep L �— ARCHITECT / eo 5's v ATTN: � CONTRALTO THE FOLLOWING WAS NOTED: !/Ov • so v FIELD TEST DATA BATCH DATA FOR 1 CU.YARD DESIGN % ADJUSTED TRUCK SAMPLED TRUCK TICKET No. WEIGHTS MOIST WEIGHTS UNIT CEMENT TEMP. 5TIME SLUMP %AIR WEIGHT YIELD FACTOR CONC AIR CEMENT C. 20 7 WATER TOTAL COMPRESSIVE STRENGTH CYLINDER DATE DATE AGE NUMBER MADE TESTED DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 7590 "7 7 ~Z4 7 4 ► -1.nz 60 000 3 53 d -759 ( 7/7 gg- )4- Z l '7592 7f17 S- 14 22 PRODUCERS: CONCRETE +G CEMENT `1/ CU.YARDS PLACED �- !0(90 AEA ADMIX. CAC1-2- % DESIGN STRENGTH PLACEMENT AREA 6 NOTES I //e " e I -7'-6 �� I INSPECTOR: • i/ COPIES TO: SIGNED: zz�//4z CASCADE TESTING LABORATORY, INC. SEE FIELD N° 68528 TESTING &INSPECTION/ENGINEERS/GEOLOGISTS REPORT No. 12919 N.E. 126r.. PLACE YOC CERT. NO. J 800 EVERET , wASHINGTON 98034 (2 061 259.0817 / Z© _ / 7 IE (/L- I LOCATIrON o l (h- , To: BLDG.PERMIT NO. OWNER �O WEATHER ; - TEMP ®Z AT y AM S(714 S t 1�1. Q AT IG..O I PM ENGINEE I ARCHITEpc .s.-s / ATTN: CONTRACTOR THE FOLLOWING WAS NOTED: 110 K • sD v FIELD TEST DATA BATCH DATA FOR 1 CU.YARD DESIGN % ADJUSTED TRUCK SAMPLED/!M TRUCK TICKET No._CIF� WEIGHTS MOIST WEIGHTS UNIT CEMENT TEMP. / TIME SLUMP %AIR WEIGHT YIELD FACTOR CONC AIR CEMENT -(p FIFA. 70! (7 C.'re 30 WATER TOTAL COMPRESSIVE STRENGTH CYLINDER DATE DATE AGE NUMBER MADE TESTED DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 7590 7 / 7 7 ~24 7 % I -►.c� �O 000 3 53 O `759 ( 7/7 4 7 )4- 7/1900 -7 59 2 7 -- 14 2. 1170�_ 7�000 �/� �� PRODUCERS: CONCRETE Q CEMENT CU.YARDS PLACED [�O AEA ADMIX. C//A/C12-� % DESIGN STRENGTH- PLACEMENT AREA 6 NOTES � n r' jdz l/ �d /� //Q /"�Q / L/rH- e r -- 74 3 INSPECTOR: COPIES TO: l SIGNED: N° 68526 CASCADE TESTING LABORATORY, INC. SEE FIELD TESTING&INSPECTION/ENGINEERS/GEOLOGISTS REPORT No. 12919 N.E. 126T.+ PLACE 1PROJEr tt JCERT. NO. KIRKLAND. WASHINGTON 98034 (206)823-9800 EVERETT (206)259-0917I � dI', LOCATION TO: 11 BLDG. PERMIT NO. OWNER � WEATHER TEMP. AT �j AM r�/J k1 f.1�_ AT -f M ENGINEER I 6`t? ARCFIITEC I r� ATTN: r/�I CONTRACTOR THE FOLLOWING WAS NOTED, �iO / � G ,l Shy FIELD TEST DATA BATCH DATA FOR 1 CU.YARD DESIGN % ADJUSTED TRUCK SAMPLEr✓/ TRUCK TICKET No.Q WEIGHTS MOIST WEIGHTS UNIT CEMENT TEMP. J` TIME SLUMP %AIR WEIGHT YIELD FACTOR CONC AIR CEMENT All /7 C.A. 34 WATER TOTAL COMPRESSIVE STRENGTH CYLINDER DATE DATE AGE NUMBER MADE TESTED DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. r 75(02_ 7 7- 7-3 7 1AKOqi 59000 3C�q b 7 5 tnZ1. 13 — Z7_ PRODUCERS: CONCRETE y !1 r CEMENT I CU.YARDS PLACED AEA - ADMIX.- —�— CAC1-- % — DESIGN STRENGTH PLACEMENT AREA& NOTES �7 et l.U! t? // ►' /z P.4'rf�� INSPECTOR: COPIES TO: ` SIGNED: Y N° 68526 FIELCASCADlE TESTING LABORATORY, INC. SEORT TESTING a INSPECTION/ENGINEERS/GEOLOGISTS REPPORTN No. 129/9 N.E. 126— PLACE DATE CERT..NO. KIRKLAND, WASHINGTON 98034 12061623.9600.�l ` / EVERETT 1206)259-0817 / (�� PROD 7 I /I Ak �Q 14LOCATION TO: 11 BLDG.PERMIT NO. OWNER iLWEATHER TEMP. AT AM U 1� ago ATE :cei'm ENGINEER ARCHITEC os� ATTN: CONTRACTOR �- THE FOLLOWING WAS NOTED: FIELD TEST DATA BATCH DATA FOR 1 CU.YARD / o DESIGN % ADJUSTED TRUCK SAMPLECY TRUCK TICKET No._C2_, cJ WEIGHTS MOIST WEIGHTS UNIT CEMENT TEMP. TIME SLUMP %AIR WEIGHT YIELD FACTOR CONC AIR CEMENT h / F.I� FA. 7DD C.A. 30 WATER TOTAL COMPRESSIVE STRENGTH CYLINDER DATE DATE AGE NUMBER MADE TESTED DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. r 7- Z3 7 4_lj ` 1 Co 59000 3(09 b 75Co3 - �3 a 14.E 82000 770 -L PRODUCERS: CONCRETE v�'`� I(�4� CEMENT CU.YARDS PLACED 15 AEA `�� ADMIX. DESIGN STRENGTH ! v rJ PLACEMENT AREA 6 NOTES /7 C� IL� c .0 INSPECTOR: COPIES TO: 1 I SIGNED: ,.. • '� r N° 68525 CASCADE TESTI Nv LABORATORY, INC. SEE FIELD TESTING&INSPECTION/ENGINEERS/GEOLOGISTS REPORT No. 12919 ME 126— PLACE DATE CERT. NO. � E ERET WASHINGTON 9803a 42061 11 1259-OB07 / Q ✓ PROD ,T r `� LOCATION/ TO: I B BLDG.PERMIT NO. OWNER 3 Za v �( WEATHER r TEMP. AT /�AM L1 I� IFO ! AT PM ENGINEER ARCHPI ✓ �'\ / ' ATTN: �/ 1 C CONTRACTOR THE FOLLOWING WAS NOTED: FIELO TEST DATA "G Y' BATCH DATA FOR 1 CU.YARD 1<7/ DESIGN % 749 6� TRUCK SAMPLED TRUCK TICKET No. O WEIGHTS MOIST WEIGHTS UNIT CEMENT TEMP. TIME SLUMP °kAIR WEIGHT YIELD FACTOR CONC AIR CEMENT !/o / v _L7/ _ �]� ` � � / S eve! /n� lt�la� FA. 7O ' ,0 �qG C.A. t WATER TOTAL COMPRESSIVE STRENGTH CYLINDER DATE DATE AGE NUMBER MADE TESTED DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 75 5 7 /� -7-Z3 7 �*J 75G 5h PRODUCERS: CONCRETE �G h GY PG ✓ Q S� CEMENT / CU.YARDS PLACED/ /,4; 41 AEA ADMIX. CACl2 % DESIIGGNSTRENGTH PLACEMENT AREA & NOTES �, / G L �Z D /� /1 e!le � 0lz LQcz/-i Nlv�a us e � J kL a/ke ve LJ; / V �1/U I • O INSPECTOR: / r `1 COPIES TO: � SIGNED: . ' �~ � ~ ^ �@ , � � _____ _ _ _ ________ ____ _ _ _____ CASCADE TESTING LAB SEE FIELD ,`�0- 68525 ORATORY, INC. REPORT No. TESTING &INSPECTION/ENGINEERS/GEOLOGISTS 12919 ME 126T.. PLACE DATE KIRKLAN , WASHINGTON 98036 I206I1259-OB100EVERET7 / O ✓ �^' PROJdI"T j) 1 � LOCATION Q/r/� �l TO:-Ak f 1 B /fil/� / Y c 40/`0ioll BLDG.PERMIT NO. OWNER 3 Za l ' v ,{ WEATHER ` TEMP. AT ��AM 1 1 1 yl, {( 1 AT PM 111 ��I ENGINEER /'? (v= Lt 1-9H�o s s N Ye. ATTN: An CONTRACTOR THE FOLLOWING WAS NOTED: FIELD resr DATA / Y" BATCH DATA FOR 1 CU.YARD /C O © DESIGN % e TRUCK SAMPLED / TRUCK TICKET No, WEIGHTS MOIST WEIGHTS UNIT CEMENT TEMP, TIME SLUMP %AIR WEIGHT YIELD FACTOR CONC AIR CEMENT /p Cb FA. Q �`j C.A. z �6141,' �l/J f j/ i� `�- 800 tLJ f WATER Al' TOTAL COMPRESSIVE STRENGTH CYLINDER DATE DATE AGE NUMBER MADE TESTED DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 751n5 7 /� -7-Z3 7 �*Y l (0 5� OD0 36 &D _ 1 173- 93000 75 G `75G$ -7-23 '7 4xz� I (nion 5130 / 56 �- ice � ww(� ) 6g30 7 5�0 7 /6 $--13 Z 1 2� Od0 7320 PRODUCERS: CONCRETE • _ ` " Q CEMENT / CU.YARDS PLACED, J /� o0 0 AEA ADMIX. CAC12 % DESIGN STR/)ENGTH PLACEMENT AREA& NOTES C , G 2 L � /! e e/e lZ L, r / 'ia V used[ ,'h VpQ/ 2yel soy� u,"? (/, 41 n1 ��avf _� o INSPECTOR: COPIES-f0: r SIGNED: 24". 1 I - I - 1I 'I _I T 1 II_ _ I I I • • II I _ J I I ' I • I I I ' CASCADE GEOTECHNICAL CASCADE TESTING L�P-9;30RATORY,INC. TESTINGEINSPECTION / Ef ERS / GEOLOGISTS PREVIOUS I _ 73690 _ REPORT No. 1291S N.E.126TH PLACE, .2061623-SB00 KIRKLANO.WAS8034 l DATE CERT. N© EVERETT 12061259-OB17 c 7..� _ llqq L PRO YCT fo il yoIJI � �`t�C2�, LOCATION 18513 5 9A ve r o BLDG. PERMIT NO. OWNER f +Q + O TO: ' WEATHER h TEMP. AT AM O y ALP- S un h 4, / V AT/2 PM 1 , / ENGINEE �t �� ! iVl� I ✓VG{ � c 1 r- 6:n �S ARCHITECT Foss ATTN: CONTRACTOR l-4� S ! ;s mas.3©`1 QV (2) ITEMS INSPECTED INSPECTION PERFORMED — FOUNDATIONS RESTEEUCONCRETE _ RESTEEL ONLY _ FOOTINGS _ SLAB RESTEEUMASONRY _ STR.ST/WELDING _ AUGER CAST PILES _ COLUMNS pp -- OTHER — STR.ST/BOLTING — DRILLED PIERS WALLS C M 3 �L — BEAMS 1 (LOCATION(AREAS) v` 115 A r 1/ l y � td , (CONCRETE/MASONRY MIX NO. DESIGN STRENGTH(Pc) 20 SUPPLIER COnC ' / �` V yyP S TOTAL CU.YD. PLACED/'/ SLUMP(INCHES) �!�A SPECIMENS CAST /1 7` / SEE CYLINDERAIEPORT NO. AIR CONTENT(%) / YES_NO_ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG.DEPT.APPROVED PLANS,SET NO. REMARKS: HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO: Lac FIELD optO T SIGNED: FORM NO.CTL-89.1 1r - v CASCADE TESTING 30RATORY,INC. ESTNG6.tNSPECTON Ei-INEERS / GEOLOGISTS PREVIOUS N� 73688 T REPORT No. 12919 N.E.126TH PLACE. KIRKLANO.WA S9034 12061 B23-9S00 DAT CERT. NO. EVERETT 12061259-0817 Phi lu /P OJE T It (� LOCATION ; 1 13 BLDG. PERMIT NO. OWNER 1 t � TO: WEATHER TEMP. 7�m AT 30AM p J'c / C v e- YO it skin e. AT PM ENGINEER ! ARCHIT�c)_S,13 ATTN: CONTRACTOR < < < 1 Kqso tq q L- (2) (3) INSPECTION PERFORMED ITEMS INSPECTED _ FOUNDATIONS RESTEELJCONCRETE _ RESTEEL ONLY _ FOOTINGS _ SLAB RESTEELJMASONRY _ STR.STIWELDING _ AUGER CAST PILES _ COLUMNS OTHER — STR.STIBOLTING — DRILLED PIERS X WALLS — BEAMS (LOCATION(AREAS) C / / // A 4/'k, e ''� /t 3 " e. / © � /� J 'h p -/, 3 to l i 7 4-o ZIP� a vt ycz �'o '� CONCRETE/MASONRY MIX NO. / DESIGN STRENGTH(f'c) y /D O SUPPLIER CO �/-{p-a C DC �/ sf p /V/ /< TOTAL CU.YD.PLACED C 04i,cd�S SLUMP(INCHES) (0 Q h GDLLP I,10Ir JW"t SPECIMENS CAST AIR CONTENT(%) SEE CYLINDER REPORT NO. `� ✓ 4 YES_NO—ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG.DEPT.APPROVED PLANS,SET NO. REMARKS: HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: i COPIES TO: (- FIELD KE P R Ti- SIGNED: FORM NO.CTL-89-1 CASCADE TESTING LArZ--)RATORY, INC. eu7py�•�gINSt�ECTIGN / ENGI'1 S / GEOLOGISTS PREVIOUS I V O 7 �, REPORT No. 12919 N.E.126TH PLACE. KIRKLANO,WA 911034 (2061 B23—O300 DATE / J `^jp CE . O. EVERETT ,2061259-0617 8~ �LJ I ._r)7— 2- F PROJECT LOCA ION U BLDG.PERMIT NO, � OWNER TO: � A ✓�� (� WEATHE TEMP. p AT AM E 0 0 ) y �y ENGINE fH 2� ARCHITEC� 5 c SS { ✓e. ATT rr: CON/JTRAC�T�OR (2) (3) INSPECTION PERFORMED ITEMS INSPECTED — FOUNDATIONS RESTEEL/CONCRETE RESTEEL ONLY FOOTINGS _ SLAB fR.STIWELDING AUGER CAST PILES COLUMNS RESTEEL/MASONRY S --- OTHER - STR.ST/BOLTING -- DRILLED PIERS = WALLS BEAMS (LOCATION (AREAS) 71. ✓ +l�J-�`!�-�� ' �I � n� 1 `'/ �. , �'�- ��• ��2��6` 14 CONCRETE/MASONRY ,- MIX NO. �-r� � �% ! ° ��` �'� DESIGN STRENGTH(('C) SUPPLIER ` P ^i� ��\ TOTAL CU.YD.PLACED SLUMP(INCHES)` 1 1 f `I SPECIMENS CAST '21-x1-1 / -5/- AIR CONTENT(%) = SEE CYLINDER REPORT NO- != J YES—NO —1,EMS INSPECTED WERE IN CONFORMANCE WITH BLDG,DEPT.APPROVED PLANS,SET NO. \ { REMARKS: n _ '��S�C-�' � .n �.� T� � ), v c. Y� ,' r� HOURS ON PROJECT TRAVEL TIME n TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO: C 1 / SIGNED: FORM NO,CTL-39-1 CASCADE TESTING LA r1 ,ATORY.INC. ► I ( `J TESTING&INSPECTION / E / GE�„pGISTS PREVIOUS IV -7! 3 u / REPORT No. 12919 N.E.126TH PLACE-, KIRKLAND,WA 90034 1206)823-9BOO DATc CERT. NO, EVERETT 12061259-0917 Z0 PR J eq JK LOCATION ;PE tJ l9O. OWNER TO: W 1EMP, DAT ��yO�AM � f'1 � AT PM Ef 1 ARCHITECT ,/ + ATT N: CONTRACTOR L kak �/ 1/� 19 4_150,-7 (2) (3) INSPECTION PERFORMED ITEMS INSPECTED _ FOUNDATIONS _ RESTEEUCONCRFTE _ RESTEEL ONLY — FOOTINGS _ SLAB ARESTEELWASCNRY _ STR.ST/WELDING _ AUGER CAST PILES COLUMNS -- OTHER _ — STP,•STIBOLTING — DRILLED PIERS X WALLS BEAMS (LOCATION(AREAS) �1� /-� N / 7� ' DESIGN STRENGTH (f'c) ~ CONCRETE/MASONRYPAIY. NO. TOTAL CU.YD.PLACED L!�i _ SUPPLIER l.,�// 041( SLUMP(INCHES) •�.�" ✓ � � SPECIMENS CAST t (�,, � �� SEE CYLINDER REPORT NO. `2 12 AIR CONTENT _YES—NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG.DEPT.APPROVED PLANS,SET NO. REMARKS: HOURS ON PROJECT TRAVEL TIME n TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO: �L-]} �y , f / i SIGNED: FORM NPd0..CTL-89-1 luCASCADE TESTING LA-ORATORY, INC. TESTLNG61NSPECTION / ENG' 'a5 / GEOLOGISTS PREVIOUS NO 75824 REPORT No. 12919 N.F.126TH PLACE, KIRKLANO,WA96034 2001623-9900 DATE CERT. NO. EVERETT 1206!259-OB17 2 '-i- -91 � �✓1 � O�] - f PROJECT l �LIAlAj CAI 0V1- H LE/V7-L;7t LOCATION 1 Gi 5 1 'z, 9T NA v N,��, .�2LjNGT 0Af BLDG, PERMIT NO. OWNER TO: C� ,T 7 r /0? L WEATHER TEMP. AT AM er CC7 ATZ, 7 PM ENGINEER )v 41 C L)(-,-t=Z L N C /n/E EZS i ARCHITECT y� A i )0 '�LOZLf TTN: CONTRACTOR R-c& I-0m6ps)LFrn1 0-h;a5 o�vR`� GcwrC, (2) (3) INSPECTION PERFORMED ITEMS INSPECTED — FOUNDATIONS RESTEEL/CONCRETE _• RESTEEL ONLY _ FOOTINGS _ SLAB RESTEEL/MASONRY _ STR.ST/WELD!NG — AUGER CAST PILES _ COLUMNS — OTHER STR,ST/BOLTING — DRILLED PIERS WALLS BEAMS (LOCATION (AREAS) 6,Y/-1 W&LL %17-OM WE 1A/T- �� T1/�n Ct` /UbR7'71 Ts IA7. .incT �l- 6eNCRL-MMASONRY MIX NO. 1 V7 S ��17 «Oti DESIGN STRENGTH (fnl_ 000 ! '�7 - e TOTAL CU. YD,PLACED SUPPLIER At!II OZ lAt._�T SLUMP(INCHES) SPECIMENS CAST 4 /- =[ LS AIR CONTENT(%) SEE CYLINDER REPORT NO. G q✓? Z� -/YES_NO —ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG-DEPT.APPROVED PLANS,SET NO, REMARKS: STYE Uv �T+tif��7 C_dt O clT YV A S 7 L 4 �t;J� }� 1 f.i N E �U^n/� ,q ,t) �I Er,C t S t�r;K�:L V l �.�3^4 E t�la Sg Try 7- j_ l•Zp<1 i 11F }s JAL 4f h'T� �fl 4^/C�iti,4�nnvi t �4� /Y1AsiLya w� l Nl0 r /a -:5 HOURS CN PROJECT '_ 1 Q TRAVEL TIME G TRAVEL MILEAGE 'D7 '! APPROVED BY INSPECTOR: O 7 lc1 Z r j� RLPORT COPIES TO: \ "- ?L. • } 1 �` U\�V•; '� E6 . � / ,� % SIGNED; c=-t FORM NO,CTL-89.1 CASCADE TESTING LABORATORY,INC. TESTING 6.INSPECTION / �'" 'JEERS / GEOLOGISTS PREVIOUS I�J 0- 73681 REPORT No.—,'12919 N.E,'126TH PLACE, MCIKIRKLAND.WA 96034 (2061 B23-9900 DATE_rr v �7 CERT. NO. EVERETT (206]259-09'17 -� /' '-/ 7 / c '0 '/ -- 'E PROJ T L- ai ! Y V - /t- /- LOCATION F6sI y 1 I r BLDG. PERMIT NO. OWNER TO: / v I� OF �J WEATHER ( TEMP, ATC/Zf2-,o AM �� L (_J! ` '� Ze (•jj•J/f! �Ilr l[j AT PM ENGINEER J-1 to�l It" 0e, t ARCHITECT ATTN: ate CONTRACTOR / f (2) (3) INSPECTION PERFORMED ITEMS INSPECTED _ FOUNDATIONS _ RESTEEL/CONCRETE RESTEEL ONLY FOOTINGS _ SLAB RESTEEL/MASONRY STR,ST/WELDING AUGER CAST PILES _ COLUMNS — OTHER STR.ST/BOLTING — DRILLED PIERS lk WALLS BEAMS (LOCATION(AREAS) ��(• �'I 1 1 H /l/ i'l_2 l u J 1 1 /f2 A �3 4; 14 f0 A `L,; G�C4 . `tom / I e r/e CONCRETE/MASONRY MIX N/O. DESIGN STRENGTH(f'c) zz SUPPLIER (0 fI C I7i`)k-- _ kP__- 5' 74- TOTAL CU,YD. PLACED y -/ y SLUMP(INCHES) SPECIMENS CAST / /T. i— AIR CONTENT(%) SEE CYLINDER REPORT NO. YES—NO —ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG.DEPT.APPROVED PLANS,SET NO. REMARKS: HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: f COPIES TO: �� P;,� FI EL AFPORT' SIGNED: / FORM NO.CTL-89-1 CASCADE TESTING LAkORATCIRY,INC. TESTING 6 INSPECTION / ENC- RS / GEOLOGISTS PREVIOUS r W / N0- 75742 REPORT No._I 1291E N.E.126TH PLACE, KIRKLANO.WA56034 120E1 623-SBOO DATE CERT. NO. EVERETT 12061 25�OB17 ?— 3 O — 9, PROJECT 1 eY LOCATIO 11 I�- I BLDG. PERMIT NO. OWNER TO: �t S r �`l 1, L +1 WEATHER TEMP. AT AM AT PM ENGINEER r ARCHIT CT I / ATTN: Tas S � CONTRACTOR Lak S Aar^wt S lQ S O n (2) (3) INSPECTION PERFORMED ITEMS INSPECTED _ FOUNDATIONS RESTEEL/CONCRETE — RESTEEL ONLY — FOOTINGS _ SLAB RESTEEUMASONRY — STR.ST/WELDING — AUGER CAST PILES _ COLUMNS OTHER — STR.ST/BOLTING — DRILLED PIERS WALLS BEAMS (LOCATION(AREAS) S l 11- p w c2 D C) MA$ � DESIGN STRENGTH(f'c) MIX'nNO. 1/ SUPPLIER �D rLer-t _- 1' pr� �t�, �$� TOTAL CU.YD. PLACED 7 "� 3 xr8 SLUMP(INCHES) SPECIMENS CAST 4 4 AIR CONTENT(%) SEE CYLINDER REPORT NO. 1,79 ai _YES_NO—ITEMS INSPECTEDIIWERE IN CONFORMANCE WITH BLDG.DEPT.APPROVED PLANS,SET NO. I REMARKS: 0 CVnI) 1.9Q IIJILtC�CI I Cr IJ�Qti� S x1� `] la4" 'l l��r�CZk -cz � C f�I S �.� L.-r Oz_ � �(`Q L) V\6k 14 It f � '1 6I_C�a Q.ti � I ) � r� �t f � DV" OKC S 1M,01��Qr- 51 � �4v�ti S � r0t� � C_CC U HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE O �� APPROVED BY INSPECTOR: ' k COPIES TO: <, � FIELD REPOR 1 \ I � SIGNED: / FORM NO CTL-89.1 � � i � � �� I CASCADE TESTING LABORATORY,INC. A TESTING&INSPECTION /'� GINEERS / GEOLOGISTS PREVIOUS N0— 73677 12919 N E.126TH PLACE, REPORT No:_ KIRKLANO,WA 96034 12061623-9800 DATE y CERT. NO. // EVERETT 12061259-0817 �7 c� a ?,o 7_ q �. PROJECT jj y 91 ll ptl LOCATION TO: C t �/ BLDG. PERMIT NO. OWNER d WEATHER TEMP. AT Cf AM "7 !1.1n k1 1, // ("�� / d AT PM i ENGINEEF; r Gp- i ARCHITECTS ATTN: L'�1':� �•��/C Il_GF� CONTRACTOR (2) (3) INSPECTION PERFORMED ITEMS INSPECTED — FOUNDATIONS — RESTEEL/CONCRETE — RESTEEL ONLY FOOTINGS _ SLAB RESTEEL/MASONRY — STR.ST/WELDING — AUGER CAST PILES _ COLUMNS OTHER — STR.ST/BOLTING — DRILLED PIERS WALLS BEAMS I l / (LOCATION(AREAS) L y1L' 7a �e, CONCRETE/MASONRY /1/ MIX NiO. �#- DESIGN STRENGTH(f'c) lye Q SUPPLIER Cn 61 �~ l Y of — Vyf ; Y TOTAL CU.YD. PLACED f� SLUMP(INCHES) f SPECIMENS CAST ''O' /h %�j/ ✓� AIR CONTENT(%) SEE CYLINDER REPORT NO. YES_NO_ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG.DEPT.APPROVED PLANS,SET NO REMARKS: HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO:� Q c. FI E L b IR tPOPT SIGNED: FORM NO.CTL-89-1 luCASCAOE TESTING LABORATORY, INC. p�TESTING&INGPECTION / O'"-GINEERS / GEOLOGISTS PREVIOUS Iv° 75765 12919 N,E.'126TH PLACE, 1! REPORT NO._ KIRKLANO,WA 0003-1 1206)823-0600 DATE T E RT.NO, 'ERETT 12061 259-OB1715/1�2 PROJECT C'e f LOCATION yr/ / BLDG. PERMIT NO, OWNER TO: WEATHER; TEMP. AT AM r 20 Or'��,�Ic ✓�- SUn�y AT PM ENGINEER ARCHITECT ATTN: CONTRACTOR ��• Nd�[Ir1�42(S/2 IV(/�GTIv� (2) (3) INSPECTION PERFORMED ITEMS INSPECTED — FOUNDATIONS — RESTEEL/CONCRETE _ RESTEEL ONLY _ FOOTINGS — SLAB _Z/RESTEEUMASONRY _ STR.ST/WELDING _ AUGER CAST PILES COLUMNS — OTHER — STR.ST/BOLTING — DRILLED PIERS ——WALLS BEAMS (4) 44 LOCATION (AREAS) U -�2 rL�i '� ��rirr Lna? .l- Z.7y(erne e,f� rtrarjF1-2.:t5 CeMj��ICJ+{f n=14.5 (5) CONCRETE/MASONRY MIX NO, DESIGN STRENGTH(I'c) SUPPLIER _ l C�1IGo""�fN�j�^�(�� TOTAL CU.YD, PLACED r SLUMP(INCHES) SPECIMENS CAST AIR CONTENT(%) SEE CYLINDER REPORT NO. YES_NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG-DEPT.APPROVED PLANS,SET NO. REMARKS: ( 6rouC -JOL-, Yl07fG� f HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: /�f•� 2s COPIES TO: -l; C ��t-9Y>> ��<<� `� l V 1� FIELD 'REPORT SIGNED: Aa�v FORM NO.CTL-89-1 CASCADE TESTING LABORATORY,INC. TESTING&INSPECTION / F'--NEERS / GEOLOGISTS PREVIOUS �,I O_ 73674 1 6 2919 N E.12TH PLACE, V REPORT No..- ' KIRKLANO,WA 96034 12061823-9900 DATE CERT.NO. ) .+/ EVERETT 12051259-0817 �fi ! 4 Z' 'Z�f ., / t P�JY /� YCJ tII 6 �F�LZ. / LOCATION 18,613 t, 1 I ^I) BLDG. PERMIT NO. OWNER TO: WEATHER TEMP. Zd4tAT .,rJd'AM 3zo 1'�'1jf C five- 9vAJ�) /-7 AT PM ENGINEER ARCHITECT ATTN: CIO 4-e. CONTRA TOR �Q e. kn Nq.5 o�f 3 INSPECTION PERFORMED ITEMS INSPECTED _ FOUNDATIONS _ RESTEEUCONCRETE _ RESTEEL ONLY _ FOOTINGS _ SLAB RESTEEL/MASONRY _ STR.STIWELDING _ AUGER CAST PILES _ COLUMNS OTHER — STR.ST/BOLTING — DRILLED PIERS WALLS BEAMS (4) Jr / ,}�// / r1 / {9ll�vL Vr e! / I 7 � l£f/4+ l �1 f9 e A, / iJ Ua 13, l�,V.C� ! T D 3, ! LOCATION(AREAS) 3, /�� - ,; 7`a 9- / �7`h,gUo// r�eye � �l�f� -/ 0 3l / /�('heA 't .S 3 -�a A CONCRETEIMASONRY MIX NO. DESIGN STRENGTH(f'c)Or,o o0 SUPPLIER TOTAL CU.YD. PLACED`�O SLUMP(INCHES)`� // SPECIMENS CA �TJ /oT ST At`/^TYi AIR CONTENT(%) ��— SEE CYLINDER REPORT NO. �+ Y-YES—NO_ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG.DEPT.APPROVED PLANS,SET NO, REMARKS: HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO: FI E L E P R T SIGNED: l FORM NO.CTL•89.1 �: I� CASCADE TESTING LABORATORY,INC. ^' TESTING&INSPECTION / ErdC -f-�_d / GEOLOGISTS PREVIOUS NO 73675 REPORT No 1291E N.E.126TH PLACE, KIRKLAND,WA 98034 1206](208 e2 9-0817 DATE /�� CERT.NO. EVERETT 12081258—OB77 7 1 PR,�qqAC T� LOCATION /6.5/-5 t BLDG.PERMIT NO. OWNER f TO: WEATHER TEMP. AT AM km. P r�C L/� Yu l'. *1 q go AT�iO0 PM ENGINEER L gk- ARCHITECT iV o ss c C ILw,e ATTN: CONTRACTOR ' (2) (3) INSPECTION PERFORMED ITEMS INSPECTED _ FOUNDATIONS _ RESTEELICONCRETE _ RESTEEL ONLY _ FOOTINGS _ SLAB RESTEEL/MASONRY _ STR.ST/WELDING _ AUGER CAST PILES _ COLUMNS —OTHER — STR.STIBOLTING — DRILLED PIERS WALLS BEAMS (LOCATION(AREAS) p P , , Al is, (CONCRETE/MASONRY MIX NO. DESIGN STRENGTH(1'c) ©® SUPPLIER C I o;y (3 we � ( TOTAL CU.YD.PLACED •^ / t/ SLUMP(INCHES) C4 �� / r SPECIMENS CAST CF�II AIR CONTENT(%) SEE CYLINDER REPORT NO. YES_NO_ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG.DEPT.APPROVED PLANS,SET NO. REMARKS: HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIESTO: FIELD REPORT r SIGNED: FORM NO.CTL•89.1 CASCADE TESTING L1�--TlRAT0RY,INC. ^' TESTING 6 INSPECTION / ENGk IS . IS / GEOLOGISTS PREVIOUS I V° 73672 REPORT No. 12919 N.E.126TH PLACE, KIRKLANO,WA 98034 f2061923-99OO DATE CERT. NO. EVERETT 12081259-0617 C 2- 20 7.r r� , PR SECT J I ``// to o utlCeh �Y 195/3 5g 1Vz141/kl!2io'� I BLDG. PERMIT NO. OWNER 1 d l' ; TO: 4 AM ��A�I-I�ER �O I/YBl/f TEMP. fj�q� AT AT 7i3�PM ac 4y� t7J �O.J �1 1 ENGI E T' l �e 1 gem �hqr s ARCHITECT ATTN: eo S C C CONTRACT R ae �� iS Z �4SOh4l� (2) (3) INSPECTION PERFORMED ITEMS INSPECTED _ FOUNDATIONS — RESTEEUCONCRETE _ RESTEEL ONLY _ FOOTINGS _ SLAB -,S(RESTEELIMASONRY _ STR.STIWELDING _ AUGER CAST PILES _v COLUMNS OTHER — STR.STIBOLTING — DRILLED PIERS WALLS BEAMS (LOCATION(AREAS) C it A, l CONCRETEIMASONRY ]� IX�"NO. ,�/ DESIGN STRENGTH(f'c) SUPPLIER C O`l �, /YDy !/2 TOTAL CU.YD.PLACED �O /z. - SLUMP(INCHES) �O SPECIMENS CAST � � AIR CONTENT(%) SEE CYLINDER REPORT NO. Z YES_NO—ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG.DEPT.APPROVED PLANS,SET NO. REMARKS: HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY ` INSPECTOR V/ COPIES TO: � ` I A 1 ' ' � FI E L w R T SIGNED: FORM NO.CTL-89-1 W1CASCADE TESTING LABORATORY,INC. N 73671 TESTING&INSPECTION / Eft ERS / GEOLOGISTS PREVIOUS l REPORT No._ 12919 N.E.126TH PLACE. KIRKLANO.WA98034 12061523-9S00 DATE �y CERT.NO. 1 L EVERETT (2061259-0617 c 7� / / 20 PR 1'`I to L_Ko [Au Cc o le LOCATION I Al� BLDG. PERMIT NO. OWNER ) l � a TO: WEATHER TEMP. /�� AT �'b6AM 320 , V 0 /m J, )I,/ [P AT PM ENGINEER / ARCHITECT os C 10v ATTN: - CON RACTOR I 1. k jVqyo1�4 (2) (3) INSPECTION PERFORMED ITEMS INSPECTED _ FOUNDATIONS RESTEEL/CONCRETE — RESTEEL ONLY — FOOTINGS _ SLAB xRESTEEUMASONRY — STR.ST/WELDING — AUGER CAST PILES _ COLUMNS — OTHER — STR.ST/BOLTING — DRILLED PIERS WALLS BEAMS (LOCATION(AREAS) Q /� / ` 2I�� / �h e �O �� , /J LIh / tc3 �, 0 Ma fa CONCRETE/MASONRY DESIGN STRENGTH(I'c� �©� MIX NO. SUPPLIER (!�oQC TOTAL CU.YD.PLACID�-7r SLUMP(INCHES) l'� SPECIMENS CAST�lgel la- AIR CONTENT I%) - SEE CYLINDER REPORT NO. YES_NO_ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG.DEPT.APPROVED PLANS,SET NO. REMARKS: HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY !J INSPECTOR: % COPIES TO: \ r �, Q FI E L D" P R T J \V\ SIGNED: FORM NO.CTL-89-1 1 � � ;.: CASCADE TESTING LABORATORY,INC. A 1 g TESTING&INSPECTION / Efy)?INEERS / GEOLOGISTS PREVIOUS )V 0- 73669 12919 N E,126TH PLACE. REPORT No._ KIRKLANO,WA 96034 12061623-9600 DATE CERT. NO. EVERETT 12061259-0617 / 7- PROJ CLOtATION T L V / / 3 /vf � TO: 1,7 c I BLDG. PERMIT NO, OWNER WEATHER / TEMP. AT 5- AM Kw� Q6 ` S>v VI !� AT�,;J PM ` G!/ ENGINEER ARCHITECT CT ATTN: v� CONTR CTOR 4kP (2) (3) INSPECTION PERFORMED ITEMS INSPECTED _ FOUNDATIONS — RESTEEUCONCRETE — RESTEEL ONLY _ FOOTINGS _ SLAB RESTEEUMASONRY — STR.ST/WELDING _ AUGER CAST PILES _ COLUMNS OTHER STR.ST/BOLTING — DRILLED PIERS WALLS BEAMS (LOCAATIO1N(AREAS) O I/] 1 I�/�ZZ e ye A Z7, l G. CONCRETENASONRY / //MIX NO. / DESIGN STRENGTH(f'c) © © v SUPPLIER�O 1 C / D TOTAL CU.YD. PLACED �/'�/~ Z SPECIMENS CAST (O 1 / SLUMP(INCHES) �AIR CONTENT(%) SEE CYLINDER REPORT NO. !ZIP' YES_NO—ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG.DEPT.APPROVED PLANS,SET NO, REMARKS: HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO: c: 1+_L__ FI EL L EP T SIGNED: FORM NO CTL-89-1 � A '� � I I CASCADE TESTING LABORATORY,INC. TESTING&INSPECTION / ENGINEERS / GEOLOGISTS PREVIOUS N 73666 `F,f REPORT No 12919 N.E.12STH FN..ACE, KIRKLAND,WA 9S034 1206J B239S00 DATE .y CERT. NO. / EVERETT (2061 259-0617 / PR ECT C_ I (- 1yo uttce/ Q LO ATION /8� / 3 NE r ill )'ft e o I � BLDG.PERMIT NO. OWNER TO: �y Q WEATHER + TEMP. G l0 OAT AM AT PM ENGINEER r / ARCHITE ATTN: (' CONTRACTOR -6 -5/'0 (2) (3) INSPECTION PERFORMED ITEMS INSPECTED _ FOUNDATIONS RESTEELICONCRETE — RESTEEL ONLY — FOOTINGS _ SLAB RESTEELIMASONRY — STR.ST/WELDING — AUGER CAST PILES _ COLUMNS OTHER — STR.ST/BOLTING — DRILLED PIERS .WALLS BEAMS LOCATION(AREAS) (CONCRE (MASONRY MIX N - DESIGN STRENGTH(f'c� �/�� U / SUPPLI CJ'rI�l I o I' ✓"QS (U� �0 �` ��- �� TOTAL CU.YD.PLACED 7Y 7 2 l/2 !l SLUMP(INCHES) J SPECIMENS CAST � AIR CONTENT(%) SEE CYLINDER REPORT NO. W �G YES_NO_ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG.DEPT.APPROVED PLANS,SET NO. REMARKS: HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE — APPROVED BY INSPECTOR: /r COPIESTO: lwr n.r�� G� .. FIELD"' RTp9AT L�-- rn /A :7 - Zc) SIGNED: FORM NO.CTL•89.1 CASCADE TESTING LASORATORY, INC 12919 NE 126TH PL KIRKLAND, WA 00034 (20S) S23... OSOO Project 9207 -12E ARLINGTON COMMUNITY YOUTH CNTR Invoice number 8422 10513 50TH AVE NE, ARLINGTON 3 July 31 , 1992 Page number 1 CITY OF ARLINGTON ATTN : DAVE ANDERSON 230 N OLYMPIC AVE ARLINGTON , WA OS223 4915 NET 30 DAYS ------------------------------------------------------------------------- PROFESSIONAL LIABILITY INSURANCE CHARGE OF 3% BASED ON A TOTAL OF SERVICES & EXPENSES. PROFESSIONAL SERVICES Hours Rate Amount RESTEEL/MASONRY INSPECTION 7.--15--92 6 . 00 20 . 50 177 . 00 7-17--92 4 . 00 20 . 50 118 . 00 7-21 --92 4 . 00 29 . 50 118 . 00 7.....22...-92 4 . 00 29 . 50 118 . 00 7.....27-92 8 . 00 29 . 50 236 . 00 7.....28...-92 4 . 00 20 . 50 118 . 00 7.....29-92 4 . 00 20 . 50 118 . 00 7-30.. 92 4 . 00 20 . 50 118 . 00 7-.31 .....92 4 . 00 29 . 50 118 . 00 PROFESSIONAL LIABILITY 7-31-02 BASED ON A TOTAL OF $1 , 950 . 00 1 . 00 28 . 50 28 . 50 Services total 43 . 00 1 , 267 . 50 Expenses Amount GROUT SAMPLES @ 11 . 00 EA . 7_.16-92 66 . 00 7-17-92 33 . 00 7-21.....92 33 . 00 7...22-92 33 . 00 7-27-92 66 . 00 7-28-92 33 . 00 7-29-92 33 . 00 7-'..30.- 92 33 . 00 7-•31--•92 33 . 00 MORTAR SAMPLES @ 11 . 00 EA 7.....15 -C9. 2 33 . 00 7-21--92 33 . 00 7-27- 92 33 . 00 7....•31 .....92 33 . 00 I }. 1 Project 9207--12E ARLINGTON COMMUNITY YOUTH CNTR Invoice number 8422 18513 59TH AVE NE, ARLINGTON 3 July 31 , 1992 Page number 2 Expenses Amount ...-...........I.........I.- ._....................................... INSPECTOR MILEAGE @ . 35/MILE 7..•-31--•92 9 TRIPS DURING THE MONTH @ 30 MILES EACH 94 . 50 CYLINDER PICK UP @ $13 . 50/1-RIP 7 31-•02 9 TRIPS DURING THE MONTH 121 . 50 Expenses Total 711 . 00 Invoice total 1 , 978 . 50 ._ I tII i CASCADE TESTING LASORATORY, INC 12919 NE 126TH PL KIRKLAND, WA 98034 ( 206) 823•--9800 Project 9207-12E ARLINGTON COMMUNITY YOUTH CNTR Invoice number 8561 lS513 59TH AVE NE, ARLINGTON 3 August 31 , 1992 Page number 1 CITY OF ARLINGTON ATTN : DAVE ANDERSON 230 N OLYMPIC AVE ARLINGTON , WA 08223 4915 NET 30 DAYS PROFESSIONAL LIABILITY INSURANCE CHARGE OF 3% BASED ON A TOTAL OF SERVICES & EXPENSES. PROFESSIONAL SERVICES Hours Rate Amount RESTEEL/MASONRY INSPECTION 8.....03--92 4 . 00 20 . 50 118 . 00 8-07--92 4 . 00 29 . 50 118 . 00 8 -10-92 8 . 00 29 . 50 236 . 00 8.....11--92 6 . 00 29 . 50 177 . 00 8--13-92 4 . 00 29 . 50 118 . 00 PROFESSIONAL LIABILITY 8-31-92 BASED ON A TOTAL OF $1 , 071 . 50 1 . 00 32 . 15 32 . 15 ------------- Services total 27 . 00 799 . 15 Expenses Amount GROUT SAMPLES @ 11 . 00 EA. 8...-07-92 33 . 00 8-10-02 33 . 00 8..-11-92 66 . 00 8-13-92 33 . 00 MORTAR SAMPLES @ 11 . 00 EA o.....10-92 33 . 00 INSPECTOR MILEAGE @ . 35/MILE B--11-92 5 TRIPS DURING THE MONTH @ 30 MILES EACH 52 . 50 CYLINDER PICK UP @ $13 . 50/TRIP S-11--92 4 TRIPS DURING THE MONTH 54 . 00 Expenses Total 304 . 50 PLC'„ = " C; ,`=Y OF THIS total 1 , 103 . 65 r- r-_ r ARLINGTON YOUTH CENTER 59th AVENUE N.E. AND 188th STREET N.E. ARLINGTON, WASHINGTON JOB NO. 9103-12G I f L L L L TABLE OF CONTENTS Scope Page 1 Project Description Page 1 Site Description Page 2 Subsurface Conditions Page 2 Conclusions Page 4 Recommendations Page 4 Site Preparation Page 4 Spread Footings Page 4 Drainage Page 5 General Page 5 I �,� CASCADE GEOTECHNICAL, INC. 12911 N.E. 126TH PLACE (206)821-5080 KIRKLAND,WASHINGTON 98034 FAX:(206)823-2203 April 1, 1991 Job No. 9103-12G City of Arlington 5822 Cemetery Road Arlington, Washington 98223 Attention: Erling Espedal Reference: Arlington Youth Center 59th Avenue N.E. and 188th Street N.E. Arlington, Washington Dear Mr. Espedal: At your request, we have completed our limited subsurface soils study for the above site. The following report summarizes our findings and offers preliminary conclusions and recommendations. SCOPE The purpose of our study was to evaluate the subsurface soil and ground water conditions at the site in order to formulate preliminary conclusions and recommendations for construction. The scope of our work, as defined in our proposal of September 23, 1991, consisted of the excavation of backhoe test pits, and the preparation of a soils report. This report offers preliminary conclusions and recommendations for site preparation, foundation type, and soil bearing value. We were not engaged to provide recommendations for any other aspect of this project. Some aspects which should be addressed include slab-on-grade, structural fill, possible lateral soil pressures and similar items. PROJECT DESCRIPTION We were provided with Sheets A2 through A10 of the construction plans, prepared by Ross and McClure. Sheet A2 , the site plan, is i CASCADE GEOTECHNICAL April 1, 1991 City of Arlington Job No. 9103-12G Page 2 dated March 7, 1991. Sheets A4 and A5 are dated January 17, 1991; the rest of the plans are undated. A foundation plan, Sheet S1, was also provided to us. This plan was prepared by Geiger Engineers, and is undated. We understand that the proposed project is to consist of a two (2) story community youth center. CMU walls and a slab-on-grade floor are to be used in the 17, 723 square foot (footprint) structure. We recommend that our office be engaged to review the final grading and construction plans once they become available in order for us to make further recommendations as required. SITE DESCRIPTION The site is located about 1000 feet south of the intersection of 59th Avenue N.E. and 188th Street N.E, in Arlington, Washington. The topography of the site is flat. At the time of our visit, the site had been cleared of all vegetation. To the north and east of the proposed community center are existing and proposed ball fields. SUBSURFACE CONDITIONS The site subsurface conditions were determined by excavating ten (10) backhoe test pits on March 21, 1991. Test Pits #1 through #6 had already been excavated at the time of our arrival. These test pits were deepened as a part of our study. Test Pits #7 through #10 were selected by an engineering geologist from our office. All test pits were located in the field by pacing relative to identifiable landmarks. CASCADE GEOTECHNICAL April 1, 1991 City of Arlington Job No. 9103-12G Page 3 Depths referred to in this report are relative to the existing r, ground surface at the time of our study. The surface and E subsurface conditions are based on observations made at the site at the time of our visit. Test pit logs and locations are in our files. In general, soil conditions at the site consisted of topsoil overlying recessional sand and gravelly sand. f r The topsoil on the site averaged six (6) inches in thickness, but Ivaried from two (2) inches to twelve (12) inches in thickness. The topsoil consisted of a dark brown silty sand with some organics and I trace gravel, and was moist to wet. r Underlying the topsoil was a reddish-brown or gray sand with a ltrace of gravel and organics, and which was loose to medium dense and damp. The organics consisted of relic tree roots. This unit [ generally extended down to two (2) to three (3) feet below the k surface. V _ Underlying the sand was a gray gravelly sand which was loose to I medium dense and damp. This unit extended to the termination depth of all our test pits. � - No ground water was noticed in any of our test pits. Soils in this area are mapped as belonging to the Marysville Sand Member of the Vashon Recessional Outwash' . The soils we noted in our study are consistent with this classification. 'Minard, J.P. , 1985, Geologic Map of the Arlington West 7 . 5 Minute Ouadrangle, Snohomish County, Washington, USGS Miscellaneous Map MF-1740. I CASCADE GEOTECHNICAL April 1, 1991 City of Arlington Job No. 9103-12G Page 4 CONCLUSIONS We conclude that the above site is suited for the proposed project if special precautions are taken and our recommendations are carefully followed. RECOMMENDATIONS Site Preparation All topsoil should be removed from the building and paved areas. Topsoil should be exported off the site or stockpiled for later use in landscaped areas. We recommend adjusting site grades to provide proper drainage throughout the site. Spread Footings Conventional spread footings placed on horizontal surfaces of the reddish brown sand located beneath the topsoil are suitable for design loads up to 2000 psf maximum safe bearing value if the soil is firm, undisturbed, free of organic material, and does not become wet prior to concrete placement. The bearing soil subgrade should be proofrolled or mechanically compacted prior to placing the foundation, and any soft or wet areas should be excavated out to firm soil. A one-third (1/3) increase of the bearing value may be used for the calculation of wind and seismic loading. Spread footings should have a minimum width as determined by local building codes. Perimeter footings should be placed at least eighteen (18) inches below the final outside grade for frost protection. S I 1 I CASCADE GEOTECHNICAL April 1, 1991 City of Arlington Job No. 9103-12G Page 5 All water and loose soils should be removed from the footing trenches down to firm, undisturbed native bearing soil prior to placing concrete. Any soft or yielding areas should be overexcavated down to firm ground. Drainage Footing drains should be placed at the base of all footings and tightlined to the storm sewer system. We recommend using a four (4) inch diameter, rigid, perforated drain pipe bedded in several inches of pea gravel and backfilled with at least twelve (12) inches of pea gravel. Roof drains should be tightlined to the storm sewer system. These drains should be separate from the footing drains. Parking areas should be sloped and curbed so as to direct surface runoff into catch basins which are tightlined to the storm sewer system. These drains should be separate from the footing drains. General This report provides preliminary recommendations based on site conditions at the time of our study and our understanding of the building requirements based on similar types of projects. Additional and specific recommendations will be necessary to address the proposed building design and grading requirements. We recommend that we be engaged to review plans, observe site preparation, observe subgrade conditions, and confirm that bearing soils have been reached. This is a recommendation for engineering review and goes beyond any testing agency involvement which may be required. 1 I 1 I I I CASCADE GEOTECHNICAL April 1, 1991 City of Arlington Job No. 9103-12G Page 6 We expect the on-site soil conditions to reflect our findings; however, some variations may occur. Should soil conditions be encountered that cause concern and/or are not discussed herein, Cascade Geotechnical should be contacted immediately to determine if additional or alternate recommendations are required. This report has been prepared for the exclusive use of the City of Arlington for specific application to the proposed Arlington Community Youth Center at 59th Avenue N.E. and 188th Street N.E. , in Arlington, Washington, in accordance with generally accepted soils and foundation engineering practices. No other warranty, expressed or implied, is made. Thank you for this opportunity to assist you with this project. Should you have any questions, please feel free to contact us at any time. Sincerely, CASCADE GEOTECHNICAL' i •�rcl0•. a hn \' • rge La b, P. E::, '�� . President and Princip�a L,Engineer Ward Beebe Engineering Geologist i i ,� r r ! 1: Li �J � fJ 92 IJ i 3 PACIFIC BUILDING 8Y8TEM8 -----v.�� Manufactured By Truss-T Structures. Inc. 2100 N. Pacific Hwy • Woodburn, OR 97071 •. 503-981-9581 1 CUSTOMER ES f�(� 1 ,�P GZ�l ES ( q-0 X 1 �j y� Z�- Z TRUSS "T" STRUCTURES, INC. Job No. STRUCTURAL CALCULATIONS 1. Building - Load Data and Material Specifications 2. Building Plan 3. Girt and Purlin Data P O 4. Endwall Frame Design and Details ? , 5. Bracing Design 6. Rigid Frame Design and Details 7. Reactions N 41 EN" 'Zell rr> Ali 8�9 Z ,1=xt D s �rzz wAc,_ I. - r �- '�.� • - -` I o� � ^* . Job no. 366 � ' Building Configuration ; Building Length = 75.00 ft. Building width = 40.00 ft. Bay Spacing = 25.00 Ft. Spam Width(s) (ft.) = 40.00 Columm Base Elevations (ft.) = 0.00 0.00 Left Ea,e Height = 24.00 ft. Left Cnlumm Slope = 0.0 0/12 � Left Rafter Slope = 1.00/>2 , Right Rafter Slcce = -1.VO/12 ! Hight Column Slope = 0,00/12 ' Right Eays Height = 24,00 ft. � . i Design Loads � ' Dead Load = 2.00 psf + Fraop Neight e Lnsd = 25.00 psf � Wind L?ft = 21.30 psf ' �mil�ary a CRANE LAUD ' Sp�s3ic = lone 3 Material Specifications � - F!-iarl--- Plate Yield Strsmgth = Web Yield [�rength = M00 ,:si Rolled Ehapn Strrgtt " ksi Col,-4-Former-! Yield Streoyth = HMO koi Prima�y Framing Fast»ners Secondary Fcsteners c5 rclts Recommended Anchor Bolts = A36 holts Reccmmended Fie infm'cing = 40.O0 ksi Rscmmended Comcrete = 2500 ps; Allowable Soil Bearing = By 'Pithers Allowable Lats'al Bearing = By Othe's Allswub!e Sliding Resistance = By Others ' s . PAGE _.0 GIRT DESIGN B as ed on li C. Section ?-I! Speed ........•............ St; r;p f:_,,JJ ..,..a..a..aaasa nA lave rei'.i�_ a,ss....a.,s........ _.%... Lt, I Tp.I taIIL? ;��. it y�lali_ it i .J 1 L^ 7 fax:Til�il G,ri p'�liily Gli 0 ire==sire - a_r uG Jr'� a ' -ia i! _m - _!,__ pc • - vl - n] �_!^ ,_! G7j1 •+ ] 1!iis !i17!`; '1R^1�!•. i�:+�� l�ai� 'J : i1v �_lL f.a 1!1,L ____________________________________________ _____________________________ ————------- ------_---- s[I ,G z4 p�zr; 0o c i qs1� le lt _ - LL _ J? .. . . D_ __+__, I 1'-7 - ijq ?!j 7Q ?? ! 9 Q-,lw .c; -Zcz u^ $'.ij` - i :97 1`i �.'J, G'.' ..� '1r% �: Gx_i iL.�� _r^ i[%a'' a i=.l7 i:1.?:` .? -.. 0- a..il 1. 5 5,5 h,_, !i Sn ,p, nc �r •^ 7o Aire t -.'•00 :.Y4 ..ice -.C7 ;.?`✓ �i.�% i'. rz� ii.' 1.4_ i �al7 e`Ieai:.: 4,0i ..i' ^r�i y.�� •'j? u:.. _,i:Y 7.1L ►r.�!I: ':I ir'� `_.u' a. .� -. ,.. ia,iJ P- *==_t�G. A .a V ia I J -U W. vl 4.0 X:j71fr. _.�l ---^I- lm a._-ill :+ '7 CZ ' ...ti .. r� a �: i?z, - 1 y1 • .za ll___ a_.__ I'..L'•J __. a a_x�� lz_- a,_u ate. 1 20._ +ie as54 _ _ va'I Jz /sLli D.L �. 'ei:vi�f ., r ].�G u •.1L �, ^.uL C.� __._A C�=: . 1_C. Fr uC1'_ C! ' i1.zC' a,TC C.al? v.�l ..a_ ..a i''1.z'f) -�J��1'vr a—�r?�p= ,.1 ---------------------------——..---r----------------------------------------------------------------------------------- 4.-_ c..K E."6 u.�% .,,'� .a.�i jre ;Frticr, A.GA u.ai r�u Ark!'.= -'Sl ?'•1 6r* =e^u c�i I' iCZ 7 rlr irf_ x1� . - �,il. '�•__ Jr__ J. .. E':Cii"� '.! °.J� _,L 6.__ _.:I 4Jaq� ..7L CaJ ?i G.'i :'u�__�.. __a_ v �? 0 ,I 'r s PASE 3.1 'a. Maximum Girt Spacing in 20-40 ft. Height Zone ' Pressure = 2`.56 psf , Cq=1.2 Suction = 23.43 psf Cq=1.1 i� K` Span - ft. 6Z16 �Z16 SA714 BZ13 BZ12 9Z16 9Z14 9'c13 9Z12 10114 10Z12 Design Criteria --------------------------------------------------------------------------------- 25.00 1.5U 3.41 �,3= a.20 6.04 4,12 6.16 7.15 7.70 11. 5 Defiectior 2.26 4 7 77 C.77 �t 'G f' G 'S '.41 45 .63 6.9, �� _ 6.356 7.3 6.05 9endin: 1.2? 1.86 2.13 7 .,.80 2,05 2.F 3.47 A.i,3 3.31n -,04 Suction 1.38 3.5= 4.33 `. i7 2.08 ?.62 _.1 �,7? 5.3:6 8.__ =:_:icr, :-irsc_ 1,69 1.00 3.86 5.00 5.34 �.66 3.77 4.07 4.77 5.7] 8.72 yict:cn rrracgs A. ----------------------------------------------------------------------------------------------------------------------------- ' .,•� A. ow Str-5- , area=ea byi%- -or wind. Allowable defile=tlCn = L%1 �1� :s r� .h �4. .f ITTT, ;f N t' t 0 c� �j a� jei N i� is GIRT DESIGN doh n 33666 i Based on U.B.C. Section 2311 H Wind Speed ..................... 80 mph Exposure Factor ................ C Eave Height .................... .°4.00 ft. Importance Factor .............. 1.00 r Building ....................... Closed Dynamic Wind Pressure (CE051)... 19.66 psf ;i GIRT DESIGN( Si IMMAIRY , (simpie span) ------------------------------------- Siding 26 gage (ptd) Top Sider all - Girts @ 6.67 it. o/c (HSAV 14 ®Ilo,Wr. Bay Spacing Girt Bridging 25.00 5Z13 none '1 Bottom Sidewall - 5irts @ 6.67 ft. oic zO' � br g�� C "*Ave, qe,+6 Bay Sra�-ino Girt Bridging 25.00 4Z13 none 9�i� �►�.• 'of t Enaaal I ISirts g 6.6; ft. arc Bay 8patin; Girt Br gis",g 1C.00 ',Z16 v none 20.04 9Z1, none eight Endwall - Girts 6.67 ft, o/c Bay Spacing Girt Bridging 20.00 9Z14 v none v is i f y '3 y Purlin Inaiysis for: J3556HPD �3 Left Side Width = 10.00 it. Left Side Slope = 1.00:17 Total Design Load = 27.00 psf Fixed Purlin Spacing = 4.67 ft. Eave Purlin, Spacing = 4.35 it. Left End Setoac'', = ?.'. ft. .fight End 6ethac'r.. = 0.737 ft. 'i I •, C:r^ ___ _______ T^f .r gyp. . -c _______ __ `:gnu "fide __ i Cii��. MEN i ri 4lii - � m�. --- �etL �.�:c 1u:Ei .,..7.a�'- �±a7 fed. =near Lep = :. ten^ i1 Lc C3 `ICit. S_ Jy:S L: ea, De: iris' _no. ic.r i t B_nd. ", �i_ n. ece . : K i k ----- ---------------------------------» »--«- ----- -'•--- - ----------« «--««------------------- 4.w C714 -1. 1.25 0 :.iC5 _' j.-� 1i.'�L -`.._f —..74 IL 7 OL1_ _.:� �4 l.7^c L 7a 1_ 50 —ti.:v .j. ,Q4t .0. CZ16 -4.�r { � 7y� 7 1— -..� i 1.'. 1_ 6,1= -i0,010 a.5 1:.65 -0.101 -_.25 ' i ;�.7a ,�1= ram''.li .._�: 41.91 -A7 = 3 S c �y, Dui SHOj/� AOD . MI:PP //7- 84►04/Nbr a Y + y +y # $ # Truss - T Structures. Inc. # # $ 1 2100 N. Pacific Highway $ $ $ $ WoOdhurn, Oregon 97071 # $ $ # Phone 501-981-9591 # # $ File Name 7 6b6CSD Frame Title ENDW:ALL LINE 1 Prepared by LL 5/19192 { E-e.ut:on Options . Analysis Only Namher of Analysis Cyr-les = 1 Reports Generated . 1. Member Des; n Data 2, Force: Moments and Stresses .. Diula':ements and Reactions yGTI,,.Dural Steel Flan;e F = 5 Plate yield Strength 4..UD i:.: Wei Plate Yteld CffcryL = 95.00 ksi Modll Is of Ell a:-'_;=ity = 7r,0i10 ksi c Coet. of Linear Exs ai=ion = 0,0�000-v5 x 4 r i h ' END'WALL LINE 1 J3666CSD 2 4 ;a Load Case no. I DEAD LOAD Load All Sections Member Self Weight Load Print no. 1 -0.01 kips Vertical Loa? Joint no. 1 -0.00 k-ft Moment Lead Sec. no. 3 -0.03 kif to -0.03 kif at 90.00 deg. Load Sec. no. 5 -0.03 k1f tr -0.07 kl y nib d- g. . sc at d... e Load Sec. no. 7 -0.03' kif to -!.03 kif a� gr',00 deg, i, Load 5e no. 10 -0.07 kif to _".03 kif =t MOO deg, Lrad Jrint rl 1. 11 -0,01 I-ip iortirat Load Jrint r:o. r 11 0a � k-f} �!cme + Load CHE no. 2 . IIVE LOAD Load Joint no, 1 -0.11 nips V :ca i • Load Join` no. 1 -0.02 k-ft Mrmert Lrad Sec. no. 3 -0." kif tr -0.32 k1f at 90.00 den. LJLIu S:_ n.;. 6 . 4. ' kif to _2 k1f n_ 90.00 d_g. Load .3 fir. 7 -0.32 kif to -0.32 kif at 90.OQ de:. Load Sec. no. i0 -0,32 klf to -0.32 k1f _t 90.00 der'. Load Jri t n^. ?1 . -0,1' lips VPr4- ti - Lrad Joint nc. 11 0. i;-ft Mompn} Load Case no. WI ±D LOAD . rq'E_SUr": • Lea" �*�.a no. ,�''. a I1,09 :;lf }r !0.09 U,, a' (}.00 delta Lb ad Se rry 5 0.26 kif to 0.24 k1f at 0,00 dei. L__d Sec. no. 9 Z. f f 0. 10 uey. Lc.ad c__. nc, 12. 01.09 kif to 0.09 kif at 0.00 deg. Load Cass' no, 4 . 'WIND LOAD . SI CTIO!J Load 1_=. no, 2 -0..!6 kif to -s', !b llf at 0.00 des. Load S_c. no. 5 . -0.16 kif to -0.16 kif at 0.0G deg. L^ad Sec, rir. 9 -0.1: i.1f to -! .16 Alt C` v.00 del. Load Sec. no. 12 . -0.06 k1f to -0.06 k1f at 0,00 d.a Load Ca_e no. ` . W:'.D LOAD ?!j0" T Load Joint no. i 0.06 k ^s Vertical •r Lra3 Joint rice. 1 0.0i k-tt Mrinen_ Load Sec, no. 3 0.19 kif tr 0.19 kif at 90.00 deg. Lrad Sec, no. 6 0.19 klf to 0.19 klf at 90.00 deg. 1 Lrad Seca nr. 7 0.19 E:lf to 0.19 i..lf a. 90.0D deg. Load Sec. no. 10 . 0.19 lit to La''a k 1 1� 1[ s1i0r t 90, de J eta Lrad Joint no. 11 0.06 lips Verticsl Load Jri nt r,ra i1 . -0 01 k-ft M=A{eri+ L'ad r•o-T ir-.:aions . Load Combination nC, 1 DL + LL j-e 1 !�fl + -��dd , s2 rir, 1 X . _ + Load Case no. 2 X 1.00 Load Combination no. 2 . DL + 1!2 LL + WLu t ` � ` ^ EN0HALL LINE 1 J3666CSD 3 / + Load Case no. 1 % 1.00 + Load Case no. 2 X 0,50 p + Load Case no.L d C 3 X 1.00 � � Load Ccmbinaticm no. 3 / UL + 1!2 LL + WLS � ` + LoaU Case no. 1 X 1.00 + Load C a e no. 2 X 0.E0 / + Load Case no. 4 X 1.00 � ; Load Com b ination in + H"1lFT t � 1v* � . ` + Load Cse no. 5 X 1 VV � . , B0WALL L�NE 1 J3666CS It ! Momber Date � _________________________________ � |--- lnitiel End ----|-- Terminal En� ---| Ser. Left F!g. Rijht Flg. Web S,-m Deoth Bracing Sec. Jt. JL Coor. E Jt. Jt. Coor. E Lth. Thick Nidth Thick Width Tbick ln�. Trm. Left Rigr t no. no. type hcr. ver. C no. type hor. var. e:d end � hvr (ft} (fU hvr (f�> (ft) (in> � ---''-----_-----_------'_________--------'--______--_-__'--__-___________---____---_--- 2 2 011 0.77 2~ �Y F 3 001 0 33 V 00 F 22 69 O 21O0 3 96 0 21�0 3 9� 0 \9V0 9 87 9 27 7 "V 7 50 � ^. . . . . . . . . . ^ .. . � 3 > 011 0.3J 2�.7V F 4 111 �0.0O 23.50 F 9.70 O.2�Q 3.94 0.2V5 3.94 O.D00 7.89 7"89 5.00 5.V0 5 5 011 10.00 23.49 F 6 0'01 0.00 0.00 F 23.4Q O.2 96 0.2100 3.96 0.19OV 9.87 9,87 7.50 7.�0 - 6 4 �11 10.00 2T.EO F 7 U1 20.00 24.34 F N.V3 0.2V50 3.91� 0.2O 3.314 0.17 0* 7.89 7,89 5.V0 5.00 ' 7 7 111 2V.00 24.3* F 8 11] 3V.00 23.5V F 1�.0 0.2V50 3.9� 0.2V5 3.94 0.1�� 7.89 7,89 5.00 5.OV 9 9 O 0 0 23.49 F 1V 001 21 10 . . . 0-.19V0 9.87 9"87 7.5O 7.50 10 B 111 JV.�V 23.�V F U 1l1 39.67 22.7V F 9.7V V.2V50 3.9i 0.2050 3.94 0.�70O 7.D9 7,8Y 5,0O �.O0 13 12 011 T9. 7 22.69 F 13 001 J9.67 O.V0 F 22.LP 0.2100 3.96 0.210V J.96 V.19OV 9.87 9,87 7.50 7.50 ____________ ` A 2.00 272.39 X 5.*) 282.O5 X 9.00 282.05 � 12.0V 272.39 � �P. LL LI� ` � . ' Moximum Combin*d Stress Ratios ---------------------------------------------------- _----_.- � Hember Forces Momber S�re»es Allowabl* Strese Unity Check Max. � Sec. Load Sh Axia] 8ending Shear Axial Bending Axial Bending Components Comb � � No. Com. Forc* Force Moment Strys Stress LeftRight Stres Left Right �xial Bending Stres � No. <kip) (kip) (k-ft) (k»i} Us" Rai! (ksi) Us" (ksi) (kczi> Left Right Ratio � -_-_----_----_ ' 2.01 2 0.O0 -0.17 6.44 -6.44 15.49 36.10 25.14 -V.01 0.l8 -0.26 -0.27 -Z.02 l 2.77 0.23 -10.08 2.18 0.08 �6.02 -16.V2 27.OV 27.00 2�.J5 0.�O 0.59 -0.6J -V.63 2 0.00 -71.65 -17.6� 6 2O.O2 -20.02 �5.49 36.V0 25.14 -V.07 0.56 -0.8V � 6.00 1 -3.60 -0.30 -1O.O3 -2.8J -V.10 16.02 -\6.O2 19.36 27.00 2 V.01 V.59 A,;7 3.6V -V.3V -�V.08 2.83 -O.1O 16.02 -16.02 l9.36 27.0V 25. -O.O\ 13.59 -0.63 '0.64 9.01 2 0.0V -3.65 -17.64 0.0V -1.V6 20.02 -20.V2 \5.49 J6.00 25.14 -0.07 0.56 -0.60 -0.86 10.00 1 -2.77 0.23 -l0.08 -2.l8 V.V8 l6.02 -16.V2 27.O0 �7.00 2�.35 V.0V O.59 -0.63 � \2.01 2 V.0O -O.58 -5.67 0.00 -0.17 6.44 -6.44 �5.49 J6.VV 25.14 -0.01 V.18 -0.26 -0.27 � ------~___-----------_-----------------------------_----------------------------______'__-'''__'--_--- - � \ ' aaEL LINE I 2662] 6 Maximum Negative Displacements and Reactions -------------------------®---------------------------- \ 2 9 laement Reaction j Joint Horizontal Load Vertical Load Rotational Load RdsR§ Load Vertical Load Rotational Load t b. BH Cori Bd 2& (ra) 2G (kip) Jot (knt) et RHB et ` ------------------------------------------------------ ! GiM§ e g226 ! g200: ! \ 2 %My 0 9J26 ! gag! 2 ! «Sal 0 aCe , gaga 932 _ 524 I ty § 42006 ! 7284 ! g2V k 1 liege t 9 2 e4 I g ad S: 2 6 GCa 9 %yy 0 &»g! H25 _ 357 ! GR . 7 R»57 4 932§ ! %yy o B 9.0-Zg 4 9 2 5§ I d Rog! ! 9 %5ya 0 9 2 g4 ! -0. 22 \ 2 ag9 § ay9 @ g.ye ; H.R ! 337 ! Gy S J H 3a25 4 9a26 ! 92y1 § E t 0 09 0 7 Sg§ 1 g291 S %«y § 0.900 § gaga 0.Of, 0 { 9QRE 2R ! 26:2; 7 § ba um, R6ueD a22R5 and Gr { Ep&c em « ea on tat kR2Rg 22 w«2£ Jog eGGE£ a2 H3&2G122 a«Sg L. R3252lL w. B@ 2 ER 2G Ron! Cant RQ; r�m. R&; 2m ( Ht) st \ ! 0.006 0 %Cb 4 «yQ 4 ; 3gy e «y% 4 Gas Ryd GRy a 0.0,,!41 uR ant 4 Gm o ■ %yA ! Gy3 ay2 ! : %Roy o Gy3 4 GyS ; 6 0.9y 9 a69 o n,0 2 t« 2 Ion # %g e 7 E@S ! 0 G Ili y e B a2@ 1 0.9! 4 «M» < 2 %gS a %ye Cye 3 to Gyy . 0.0 06 a «Gad _ Rog 2 �& # 0 11 «Sad ! 0.0006 A. E 0,00, ! § 2 %«Q 9 0,006 4 Rya 3 e «rig 0 Eyy 0 %SA 2 R6 9 to 4 Gg n r ENDWALL LINE 1 J7666CSD 8 s Shear Stiffener Spacing ----------------------------------------------------------------------------------------------------------------- Sec. No. Lth. Load Point Point Point Point Point Point Point Paint Point Point r No. Ele. (in) Com. .00 .01 .02 .03 .04 .05 .06 .07 .08 .09 ----------------------------------------------------------------------------------------------------------------- 2 2 272.28 all none required 3 2 116.40 all none required i 5 2 281.88 all none required 6 2 120.36 all none required 7 2 120.36 all none rewired 9 2 281.88 all none required 10 2 116.40 all none required 12 2 272.28 all none required ----------------------------------------------------------------------------------------------------------------- i '4 1 1 t �'•t ENDWRLL LINE 1 J3666CS➢ 9 a Reaction Summary r Gom. Jt. 3 Jt. 6 Jt. 10 Jt. 13 Horiz. 1 0.00 0.00 0.00 0.00 Y Vert. 1 -1.09 -6.67 -6.67 -1.09 t Rota. 1 0.00 0.00 0.00 0.00 Horiz. 2 1.00 IMO 3.00 1.00 Vert. 2 -0.72 -3.79 -3.79 -0.72 Rota. 2 0.00 0.00 0.00 0.00 Horiz. 3 -0.62 -1.89 -Me -0.62 Vert. 3 -0.72 -3,79 -3.19 -0.72 Rota. 3 0.00 0.00 0.00 0.00 Horiz, 4 0.00 0.00 0.00 0.00 Vert. 4 0.10 2.52 2.52 0.10 Rota. 4 0.00 0,00 0.00 0.00 Report Complete c; J3666CCB 1 1 BASE PLATE : Joint 3 F ` Column Reactions : Maximum Vertical = 1.04 kip _ Maximum Horizontal = 4.40 kip t Maximum Uplift = 11.50 kip t Member plate sizes : Left flange thickness = 0.2100 in. Left flange width = 3.4600 in. Right flange thickness = 0.2100 in. Right flange width = 3,a600 in. Web thickness = 0.10,00 in. Member depth = 9.2700 in. f21 Bolt base plate . Use 10 in. x 6 in. x .625 in, plate Use 2 - .75 in. diam. A-36 bolts Y - gage = 3.5ill, (4) Bolt base plate . Use , 10 in, x 6 in. x .25 in. plate Use : 4 - .75 in. diam. A-36 bolts X - gage = 5.5 in. . Y - gage = 15.5 in. Note : forces that are followed by an t are the results of a wind load cu-mbi nation. The allowable stresses for these forces will be increased by 1f3. 3.926702E-03 4 ` ., ^ J3666CCD 2 Ni BASE PLAT[ Joint 6 Column Reactions � Maximum Vertical = 6.67 kip Maximum Horizontal = 4.40 kip I Maximum Uplift = 12.60 �i; V Member plate sizes : Left flange thickness = 0,2100 in. Left flange width = 3.9600 in. � Right flange thickness = 0.2100 in. Right flange width = 3.9600 in. Web thicknes = 0.1900 in. Member depth = 9.8700 in. (2) Bolt base plate / ' Use . 10 in, x 6 in. x .625 in. platy � Use : 2 - .75 in. diam. A-36 bolts Y - gage = 3.5 in. ^ � (4) Bolt base plate / � �� 0 i 25 i plat � � n. x 6 i n. x . n. p e ~ Use 4 - .75 in. diam. A-36 bolts � X - gage = 5.5 in, Y - gage = 3.5 in. � ' � Note ' forces that are followed by an I are the rpsu ts of a wind load c��in at;on. The allowable Stresse-5 for these forces will be increased by 1/3. 9.8952S7E-02 4 ' ' � . � � � " ' ' . . " h J3666CCD 3 ky r; Y MOMENT CONNECTION : Section 7.00 rt Applied forces Maximum negative moment = 3.49 kip ft t Assuslated axial force = 0.00 kip t `> Maximum positive moment = 7.?7 kip ft r.. Assosiated axial force = 0.00 kip Maximum shear = 0.00 kip r Member plate sizes Left flange thickness = 0.20v4 in. Left flange width = 3.9400 in. Right flange thickness = 0.2050 in. Right flange width = 3.?400 in. Web thickness = 0.1700 in. Member depth = 7.8?00 in. r, End Plate Connection Use 8 - .75 in. diam. A-325 bolts Left Flange Weld ; .125 in. D.F. Right Flange Weld .125 in. D.F. Standard End Plate .5 in, x 3.44 in. Web Weld .1875 in. D.F. x 2 in. Note : forces that are followed by an # are the results of a wind load comb nation. The allowable stresses for these forces will be increased by 113. ,a. .17-4925 1 'T 'r. ,!F J3666CCD 4 BASE PLATE : Joint 10 Column Reactions • Maximum Vertical = 6.67 kip Maximum Horizontal = 3.00 kip i Maximum Uplift = 2.52 kip t Member plate sizes Left flange thickness = 0.2100 in. Left flange width = 3.900 in. Right flange thickness = 0.2100 in. Right flange width = 3.%00 in. Web thickness = 0.1900 in. Member depth = 9.8700 in. (2) Bolt base elate Use ; 10 in. x 6 in. x .25 in. plate Use : 2 - .75 in. diary. A-36 bolts Y - gage = 3.5 in. (4) Bolt base plate Use 10 in. x 6 in. x .25 in. plate Use : 4 - .75 in. diam. A-36 bolts X - gage = 5.5 in. . Y - gage = 3.5 in. Note : forces that are fo'_lowed by an f are the results of a. wind load cvbination. The allowably stresses for these fvZc s will be increased by 113. �,� 0.855287E-02 4 J3666CED 5 BASE PLATE : Joint 13 Column Reactions Maximum Vertical = 1.09 kip Maximum Horizontal = 6.90 kip t Maximum Uplift = 7.40 kip t Member plate sizes Left flange thickness = 0.2100 in. Left flange width = 3.9600 in. Right flange thickness = 0.2100 in. Right flange width = 3.9600 in. Web thickness = 0.1900 in. Member depth = 9.8700 in. Y (2) Bolt base plate Use : 10 in. x 6 in. x .5 in. plate Use : 2 - .75 in. di am, A-36 bolts Y - gage = 3.5 in. (4) Bolt base plate Use : 10 in. x 6 in. x .25 in. plate Use : 4 - .75 in. diam. A-36 bolts 11 - gag? = 5.5 in. : Y - gage = 3.5 in. Note : forces `_hat are followed by an t are the results of a wind load combination. The allowable streEsgs for these forces will he increased by 1i3. 3,926702E-03 4 i �_ i� JOB ?jo- vi 7- y 9 IT"4 12 � XK pa 7-7 W-vi (4) rs A5Z�5 &-ou A5ZS 6oL-LS AS25 v E►jo PL. A3ZS 6ou-cs Euo L_ \ —Et,10 PL. (s)-MW E)ASF- PL-- 1. A5Z5 E5oL--rs (vA P PL. CAP PL. l h o � l: r • ♦y r # Truss - T Structures Inc. # p # # # 7100 N. Pacific Highway # 4 � # # Woodburn, Oregon 97071 # # Phone 503-981-9581 t i File Name J3666DSD Frame Title : ENDWALL LINE 4- A.R Prepared by LL 5119192 Execution Opticns : Analysis Only Number of Analysis Cycles = 1 Reports 1. Member Design Data 2. Fortes Moments and Stresses 3. Displacements and Reactions Structural Steel Flange Plate yield Strength = 45.00 ksi Web Plate Yield Strength = 45.00 ksi Modulus of Elasticity = 29000 ksi Coef. of Linear E--pansion = 0.00000-25 J `I. :Y i-� \ Eg#3 LINE ! J26]@ 2 \ / Load Qe R. l : E4 art 7 . Load All Sections ; Member Self »RR / Load Joint no. ! ; 421Bp Vertical \ Ladd Joint no. ! : 9 Moe 6R Moment » § Load #G no. 3 : gJSEIb a.g ef2 Rang§ \ Load Sec. no. a ; a 3; 1 e a 23 u! a 9.6 der, \ LoadJoints. 7 : 4alBq wd1 / Load Joint no. : . %y CR »eR Load Case 2. 2 : 'LIVE LOAD \ Load Joint no. ! , g21 kips Vertical Load 2bt2. ! ; 32: RR bent Load &G no. m , x Load GI b g Load B! a 5»' #§ Low &G no. & ; 3 2: Gf w g 32 e! at 90.00 &§ Load 24 ntno. 7 ; g11E5 aRe2 Load 2blno. 7 ; 0,2 RR bent \ . Load Case 2. 3 WIND LOAD PRESSURE Load aG no. e Rf w (1.17 RI R 0.0Q Vim. Log @G 2. 0.9 Gfb aQ a a GV deg. Load #S no. § ; 0.17 G! w «P Ef # %y den. \ Load Case no. 4 : Wad LOAD : SUCTION \ Load Sec. 2. : , g2lGlw w2lHla GC &t 2 Load Sec. no. : : 92! GI to 92! Qf a a y #§ Z Load @G 2. @ : «x! d! b 9zla! £ «R 6t ƒ ew se 5. l : WIND SQ : ggS Low join' no. . . a% k w«Eg % Load Joint E. 4 0.01 R« Moment Load @= 2. ! : a n H! w a e R! 2 / Load ads 2. & : %g G! b t e R! w %2� @§ Loa 24iniR. 7 : .6k @Ring \ Loa &Rtno. 7 : 421RR Moe« \ Low 2#R25E : \ Le, Combination 2. ! : & + LL / + Load Ge 2. ! X Vey + Load Ge 2. 2 ' RQ \ L C ratin s. 2 : D. + 112 LL + WF \ + WIG Qe 2. ! X kg } + Load G2 2. LOX Gad » * Load Ge 2. 3X Q# Load 2#baen 2. 7 ; 3 + gad ± ¥ kef { + Load Case no, 1x Rg t I ENDWALL LINE i J:656D D + Load Case no. ? X 0.50 ,r + Load Case no. 4 X 1.00 Load Combination no. 4 : DL + UPLIFT t + Load Case no. 1 X 1.100, + Load Case no. 5 X 1.00 r F ENDIiALL LINE 1 136L-nCn 4 1_m5_r Data ----- InI'_IaI Eris. T_rMin..al End ------1 .=+•_ Left fi�a Right_ F1E. E?h r_. D=_n+" A _ .:1 •ra":n,] Sc,-, R. J`. Co r, E ::. '', C .r, �h'. '� I1:;+` Th'=.. NIdIh 'Th--.. T L_-t F,I h o E L_ :iE' :fII. rl;l. no. no. typie hor, ver. E nu. ty-p e hor. ver. C ff+) (In.% fin (In) (In) (In) end end O.E. Q.E. hvr (f+) (+}' hvr H+) f+t) in fin) (f°) (ft) ll,l 0.3 _c,E, F _ t+a_ t%..� 0..0 1 22.69 t%.-2 1: } ,','b t!. !.: :.�y !.1'.1,'. 4.=7 ..SK 7 +t r,='i v 1 011 77 `n - { 24.74 7 ^r_; 2rr . T:., p:� r 5 fr il.,-.•. t!= f 4 11. 2U.°'Jti F' 14.,3 t..�� , 4.0;! f!a��-t} 4,ti!p L,?.;,,:7 ? ? ?q I,D! ,,I:% ! v [ 1r1 '0.fit .,. - IF F 0011 20.On, .00 F 24.77 0.2? 7 0 ,� ^7•; a �r: �• p p �r -r rn -? v,�;{,L ,!:: 0.�_nf; 4, :T 4• ?... _il E 4 {{1 r 610 24 F 7 `{{ 79. 7 1 7r F \ - 1 •7rril n i r. n -:crfi n \+ 0 �7•.r: ny 7 p� r an re•fir u i j.!,,, �"..'4 4 __ `) 14.fJ �!. 7.:L! Yal.V � trV .. � ! u :•'� { 7p L� L.7 f n .1 a 7 f% fl F ^:7.5' .,�1 .r �E ^1nr G6 (?,1Gtt;r C7 �7 ,=if �1 2U !)11 .�a�. I1G ,(? Jt t'v !_!.LvV _ C!.ur 7 _. _. �... )• E� ,\i 1 1 flv 1 17LALv n C JDW:,_� �INIE - Me?hE.� FE =e=_ wem or �_r__s_. i1E1ria4iE =tressev -11t U--K Se:. LE _ ph % 1l' - 1. `1 � din,_ G-^"rn �:-•I„ n- L I'-:a~ e Aiial BEr.diny e= +hi _ ;:I- . ::v_ y _ �_'n;:r _ Nc,, Cog. n_r-= Fr moment r+r. "__5 3+r.es-Z Le Lo:n.:�.Inn: StrE=:N ca f(:.i'�I {#. (K-Tt! I I7 irsl ..__�_ !1 4\ 1:,�_ _{ hy, i_ , %! ^'= 1� 1 'r Cf; _.} 1i!! ''�.__ 1C._ ,YJ �'�, L ,:J. - -0 !1.5- -0 5 1.,-3 - , . 1; (;t; 12, E2, ?`.CT 7.0' 00 _..i1 f -V. 6 8 '_.C_ ._,4`y 1 .7. ?r .. . A: 6.01 0.00 1).00 {.7. .r_rC ,t _71 1u2_ 2rJ.r7. 27.!: 01. v'.>p ''p-{- BS S.Ol 2 'ia.'i. -2,13 11,1° 5,t!t! _.!? -Ir,i;4 _! __ DN£L LINE I 26,6ee6 Maximum Negative Displacements and Reactions ------------------------------------------------------------ 291EeEt Reaction Joint Horizontal Load Vertical Load Rotational Load Horizontal Load ARE6 Load R3 5212& 2. B@ 2Q Bg sm (rin) 2G RD) 2m RR) 2G RHt eta ------------------------------------------------------ ! a«a 9 92e4 ! 426+ 4 1! 0.009 0 g2l9 ! g203! 2 abv 9 0.0 e 323e . «2: . gJ§ ! ay 9 4 0.0 001 2 -1 42P§ ! 9261 4 ! %9a § g32r ! g3wL 2 6 ayJ e Gyg @ 729E . -2. 7 g3! ! Gy e 7 Rmg§ 4 9»11 04 I g2E§ ! B GaR § 9a24 ! 920-1 2 7 0.90 0 § %yy § gJmo _ -1 _ g26 ! &S a --------------------------------------------------.------ @wtL LINE ! 286Do7 %dtmR£G2 Bg222Rcce] bEG25 --------------------------------------------------------------------------------------------------------- Di SpI 2--ement Reaction aat Rg2Rg bon wRw£ Low Rotational a2 w752G1aw anew 22 R852gLoad i @. Bn et Bg eta (r@) Cam. RQ) 2& RRJ, 2G Rdu 2m. ------------------------------------------------------ I Gyg 0 0.009 4 Ggm ! 2 0.0(100 o 0.922 « 0.0050 : 3 GQy 0 0.9000 e 0.00E 2 1.9 2 12 4 GR § « 0.006 ! %ye 4 Ggg ! 5 GRG m 0.667 4 %RS 3 6 teV e 0.0000 0 2 t G 2 a 5 4 &# o 7 0.0011 ! 0.0079 4 E06+ « e ayR 9 0.002 ! %MS 3 9 0.600 9 GR& e GQg 2 1.9 2 131 « Eg 9 Eg@a g» ! 266,DQB Shear Stiffener &Eb§ -------------------------------------------------.---------- @G No. aK Load Point Rt Rt IbaRotat16 1 k. El e. B6 et 100 2! 2: 27, 24 .2 .# 27 z§ a9 ------------------------------------------------------------ 2 2 272,2 all none epRa \ ; 2 SG 5 g! 22 RpRw § 2 'LIP 6% £I none RpRw 6 2 276.E g1 RR RpRw 0 2 gas all Son RQRw ENDWALL LINE ! ;:!66DSD 9 Reaiti,n Summary \ ee. 2. 3 R. & R. 9 e6G ! %# Rm Gy @R. ! g 26 3 3! g 2& . Rota. ! art Ey G# 6R5 _ 1.9 tE u9 Vert. 2 3 9 32 g 21 eb. : %y Gy ay wd= ! 22; g22 Q23 . wR. ! 3 2! @ 2: g 2! Rota. : Gy «y GW bA5 4 ag Gy Eg \ art. « Ra 5g R2 Rot . 4 «y Gy ay \ RRR em»G ' J3b66DC3 1 G BASE PLATE : Joint 3 A t Column Reactions : Maximum Vertical 3,96 kip Maximum Horizontal 1.97 kip # Maximum Uplift = 1.31 kip # r'. Member plate sizes : Left flange thickness_ = 0.2100 in. Left flange width = 3.900 in. Right flange thickness 0.2100 in. Right flange width = 3.9600 in. Web thickness = 0.1900 in. Member depth = 9.e700 in. (2) Bolt base plate : Use . 10 in. ., 6 in. x .25 in. plate Use 2 - .75 in, diam. A-36 bolts Y - gage = .7.5 in. (4) Bolt base plate : Use 10 in. 6 in, x .25 in. plate Use : 4 - .75 in. diam. A-36 belts X - gage = 5.5 in. . Y - gage = 3.5 in. Mote : forces that are f-ollowed by an # are the results of a wind load _�,rbir.ati+n. The allowable stresses for +piece farces will be increased by 117'. -02 4 5.143?7?E ;sa r J3666DCD 2 1 BASE PLATE : Joint 6 Column Reactions ; ? Maximum Vertical = 7.51 kip Maximum Horizontal = 4.40 kip t Maximum Uplift = 8.10 kip t P i Member plate sizas Left flange thickness = 0.2700 in. Left flange width = 4.0000 in. Right flange thickness = 0.2700 ir.. Right flange width = 4.0000 in. !deb thickness = 0.2300 in. Member depth = 4.??00 in. (2) Bolt base plate Use 10 in, x 6 in. x .5 in. plate Use : 2 - .75 in. diam. A-36 bolts Y - gage = 3.5 in. (4) Bolt base plate Use : 10 in. x 6 in. x .25 in. plate Use : 4 - .75 in. diam. A-36 bolts X - gage = 5.5 in. Y - gage = in. •L � t;vte : forces that are fe'_lowed by an t are the ' = results of a wind load cCm`inat-', , .he allowable stresses for these for_es will be increased by 1/3. .1056283 4 1 rk Sy i. y i J366�DC3 J BASE PLAT[ Joint 9 Column Reactions : � Maximum Vertical = 3.96 kip � Maximum Horizontal = 4,40 kip I Maximum Uplift = 7.10 bp I � Member plate sizes � � , � Left 9ange th\cknee = V.21CO in. Left flange width = 3.960t in. � Right flange thickness = 0.2100 in. � Right flange width = 3^Y60 ;n. � Web thickness = 0.2900 io, ` * Member depth = 9,O7VO in. , ' ( � (2) Dolt bast, p}oie � � Use 10 in. x 6 in. x .5 in. plate l � Use � 2 - .75 in. diam. A-36 bolts ? Y - gage = 3.5 in. � ` ' � 0) Bolt base plate � � ' Use 0 in, x 6 in. x .25 in. plate Use 4 - 75 in. diam. A,-..,6 bolb X - gags = 5.5 in. Y - gage = 3.5 ir. � ��e ; force that are follawe by an t ars the � r�alt� �� a wind l�d co��ina�icn. ?he � u|�owable stree; for tkee fcr�ms Will � r be ino.eRsed by 1/3. ` � ` 5.1�979E-02 4 ( � � � � / � � � � � ^ ` � ' r TWDIVALL fiY A3Z.5 &c)u-r-5 A5zs 6c'u-cs /A�Bzs, E)OLTS CAF FL-- GAP Pam: Emo P\t- Nd A5ZS 6,01-Irs Ego pL BASE PL. 3� 9 fix ioYzx �/?�� i r A,3 Z 6 E5 o L--r:s /ABZ5 E)oUTS GA P FL. GAP PL. 5.� CABLES FASTENERS BRACE RATED 0 BREAKING STRENGTH A 1J D ALLOWABLE LOAD OF EHS CABLE ( KIPS ) BRACE EYE BRACE GRIP EYE BOLT SAshcx � Fiat I HEX NUT vnsrr. x:z�ce $ IZE $TFt. ALLOW. 512E REO'D I/4' S/16"I3/8" 7/16'I 1/2' S/8"I3/4' 7/e' SIZE REdCiSIZE REdo SIZE REO�D 1/4 6.65 3.325 60110 s/e'I S/e'I I s/s'I 5/16 11.20 15.60 60110 'is °«�M ?fz�- 5/8' 3/8'I S/8'{ .7� B 15.40 7.70 :,= 51 =•,, .` � t: 3/4' 3/4' 110.4C I 3/4' 3/7/1620 4� 'I /2 26.9C� 13.45 60112 :�a lie' ris• W."1 :iu .i:{�.•:iyZ`•�;: •.-.J;- ,-fin^::;;A.f.r.. jGca.e" j - t S..-oT-Sx.E f7A>=TCszZ—� _ _ B e�=� Eye -j--�--• 1—sue r�^ce Eyc ChoL]� N L Ur 2 Y1AUrJG1 I CfaBLE CO�.J�. e C, •�.C::.s� •. G alr ;�, RAFTt=R CABLE CaN+.ICJEA E N.T.s • 1 � E�rc Bo .. O Scr.�-Si1•e t.CAL ? �Ew-SrHG4uc^-L Wwy�Eo %.l, Ejz-f E e ms, H s.L i•.GL G R.PTs _ C,.,OLE A A L— CJQASE Q.T.S. Cp.•IE�,t_E e RIc>GE T•I.T•5 4. 4. ALLOWABLE LOADS IN ROD BRACING (A-307 or A-so) STEEL ' -------------------------------------- ------- ----------- ! - ROD DIAMETER ALLOWABLE LOAD (r.IFS) Vs E 0ith 4/?, increases t' ROCS SL E 1/E'_i9JyCJ�OR (WmEw :i 9 2. 81 157 1/2" 5. 00 4.8G C.4QLc J,,u 7 Ou j 7.7S r. S r / /S" 1 .=1 16.U!J WFB - o. k - 1 20.00 1 1/E 11 5.i•1 .�_J.78 i 1/4" �•1 .^� �_.78 SI/6, wE9 - OK 1 3/E" 57.25 C.67 11-7 5. 00 S IIAIC---lZ 5 =.2 82 54.44 44 J /10 7-F ; w�Q R sic/ REQ w.y� x% a 7.yFIcxv_s IS !/S.E e ZDGF' o,= SCo7S S/.Z". -=k- I R FJ,Vp lei 3//6 •yvFa) N LT 1 F3 r 4t 4. —X__ 000 e 00o I J 11 Y FIYDWALL LJN� 1 VK Se/yittc= 4pSPK I�x4Cxrb x 8 = 0,22 C"7o�= abbK F�varGo�rrieeL. G�pUrr rv",= /D= u'3yo + �� _ 32x p83 +(zl,3xo 7-4L)x/3x 5x1o3=!v 73 f o 7/ /' Ic ,2 - 7.03 <7-7- 56T 3/0 5.VZ GA64- Zx up�iFr 4e = 37,0 � �f,3zxSO, a NO,/_m o VWIAD K 1 X -3 P�3xat�S K vs.P..I ,m� 4P5Fx t ox75xlD x 7,Z'` supL,F-rbb3+a,7/. 7�axf r xlOXlb3 r�«< Viy,tp = 2f,3 PSG 000 4_ wwW A -G NNN „00 00 a Z-rcN ��f✓'ch7' x 5 o-1 ZXZ = ¢K TR• 71 X 5. d 1 .K 1 �� 1 �- 1 ) ■ ■ ? ■ Truss - T Structures Inc. t % ■ ■ ■ 200 N. GdB: @A@7 ■ k ■ ■ # ye&E, #ee 9g! ! { | ` ! � R2, 22eDeE ! § � � \ #######A##t###0! § Pilo- @. : 266A2 ReeSSe : ADgs! 232 5E Prepared G : SE 05— / DEa1 0ts : p£sR 2S 3 war 2Ar;spire = ! \ &5Rs &esGw : & #@ rr »RCn 2G s ese &exeelegse a a EgS2e«: EwEG25 Z &S6429\JteE : EE£g with = 40 ft. Bay %e R§ / ebE &eeetl2lJS5 = «S ay @R 22 E RR 8R ea! = Ry22 E#lGRrEpe = x292 e at el3n E Qe = K 3G2 { \\tE/e 8\R gR ER »Jh • GRin eRa ]Ra = RM in, E#t \ >2»Jg St RanaP z—Id a r e sa = y00ks _ / @§ R ae 5£e Sege } &d25e EdBEC = 29o@i \ @g. d 223 B7sem = ESmle i• 40C-22-25 25/80C 1:12 J3666ASD 2 Load Cases a ?; Load Case No. 1 Dead Load = 2.00 psf + Frame Weight k r Load Casa No. 2 : Live Load = 25.00 psf Load Casa No. 3 . Wind Left = 21.30 rsf cq = 0.80 for Member no. 1 cq = 0.70 for Memb2. no. 2 C� _ !).70 for Member no. cp = 0.50 for Member no. 4 Load Case no. 4 . CRAPE L ADD Load Joint no. 8 . -50 kips Horizontal Load Combinations . Load Combination no. 1 DL + LL + Load Case no. 1 X 1.00 + Load Case no. 2 X 1.00 Load Ctm`_nat:cn no, 2 . DL + WLL # + Load Case no. 1 X !.00 + Load Case no. 3 X 1.00 ` Lori Combination no. 3 . DL + 1/2 LL } ;ALL + Load Lase no. 1 X 1.00 + Load Case -no 0.50 + Load Case no. 3 X 1.00 +: I 1 'WL #L:rLoad �, mo;na..=^ no. 4 D LL + !2 L + ' L + 'cad Case no. i X 1.00 + Load Case no. 2 VA 1.00 + Load Case no. 3 X 0.50 Load Combination no. 5 : DL + WLf2 + CRANE $ + Load Case nc. 1 X 1.00 + Load Case no. 3 X 0.50 t + Load Case no. 4 X 1.00 Load Combs nation no. d . DL + 1-1-/2 + CRANE 1 + Load Case no. 1 X 1.00 + Load C:se no. 2 X 0.°a + Load Case no. 4 X 1.00 :Y �' , I t 40L-"-"r SOS 1;11 +'6 nvn � c. �, 65H � _ r Member Data -- 1----- Initial End ------(---- Terminal End ------( Sec. Left FIg. Right fly. Web Sec. Depth Bracing r+ Sec. dt. Jt. Coor. E ,It. UJt. Coor, E L IL,h. Thick Width Thick Widt` Thick Ini. Trm. Left Right no. no, type hor, ver. C no, type har. ver. C (ft) tin! (in) (in? (irll (in) end end O.C. C.C. x. hvr (ft) (ftl hvr (ft) (ft) (in) (in) (ft? (ft'. --------------------------------------------------------------------------------------------------- 1 1 00, 0. 0.00 F "_1 1.00 2'.41 F =1.42. U,2`O!a 6,00 0.27 O0i 6,CiO !�.'67'= Ln*.00 L4.(10 7,°n 7.50 4 4 f1! p - �(} e a 7n ,;(i `7 �� j r ( '°elf} ! ii .-10") 1 OA R 'G7r. d, '1 24,,!n `I r ^fl e e ill l5 oA r,7 K F 6 ill OR ' .40 F 1" iv rl nc(-n .4 ^I? (!,nrii[i 6 'P f;,12'r� .�al�r? �4 Af - r1A J I J L_a.r I :._ .- :_ I _. l. _a iJ �_. .`v:J _ . : ,V!! v,:V i 1., �� '^ 7• ! ,ry 9 7n L7 ti .j r �1 r: - rr`r. a -ri a 2 .0 _.G: G V _..ur !l.ii� =:.�i .._�'U _,1i? t%.. :'; _S.A(; A C. ,e r.ri E.1)Q 7.`0 7,5.i1 V:urS 65ED 4 legber For=eB MQMk;:r Rlr==c_c A,,1-1 rjau._ G:re-- v Ui, .,,hey y all,. 5eC. Loa_ s 2;-;' Ari:=1 PMnJ;ing Shear y..,J_I Bend .i Right_ht n a_i Left _ °i Ln'.i;i';n _=.; 1. 4 ,n�� .��_ 1�1=.O!i _! T4e❑ A1"a -�eLrQ 7 �L ,: r. -!s, _ . a6� 1.g ;;.n il1 0. ';' T: � ! _A. r=. .6� -0, ' -i 0 EA 4v,00 40.00 -0.0! 0.: - -!).,_, 0 nl 7. -T,K 14 -61'.79 -S.EQ -1.04 5.46 -15 46 58 40 0, ?j'.67 04 4-4 fSOr 1 _ VJ___,.._ J -21 D' 1p r+ 11: +'T i i --.a ! r:, i 1 ? - i�r Load u-;'ii �' Load 1 rti + �- n_y-4- a I oa 1:jt 1 rizor,t33 _-_ ti'er ca, Loan :7: n;:1 H nt_l �t Ld: L_=_ i:J._:.1n_: _ ate, ull: C Li IT, ni om. ( ad colm. 1.1 p: L-on m. C_ f+ 1 0.0000 0 A.001,I, 0 -0.!�ry152 1 -".7_ 1 _i4.49 0.00 0 3 -0.0805 1 -0,1441 ? 0.(]0100 0 4 -0,0661 1 -0.1768 0,0000 0 0.0001; 0 -0.90i8 1 -0.003' IN I 7 0.0000 0 -0.0310 1 -0,0047 1 8 0,0000 0 -0.0178 1 -0.004 5 1 ------------ ---------------------- ------------------------------------ ---- ------------ ..I �, ' I �, :� V 40C-22-25 H/90C 1:12 J 666ASD 6 Maximus Positive Displacements and Reactions Displacement Reaction Joint Horizontal Load Vertical Load Rotational Load Horizontal Load Vertical Load ,notational Load No. (in) Cam. (in) Com. (rad) Cam. (kip) Cam. (kip) Cam. (k-ft) Cam. ----------------------------------------------------------------------------------------------------------- 1 0.0000 0 0.0000 0 0.0748 2 10,11 ? 10.SO 2 0.00 0 2 4,5244 2 0.01]00 0 0,00`6 4 4..467 ? 0.0000 0 0.00J6 4 4 4.5j521 01.100 0 0.0l;5`, 4 .. .I.vJ 1T n,lll.:%:) 0 6 4,5117 7 0.20°4 2 0.006, 2 7 4,cf)iz, ' 0.1.6` :!,0066 2 9 4.?62: _ 0. '' 71 l a 1',00 t 9 0.MOO 0 0.0000 0 0.0310 '.67 _ 0.07 0.00 0 SL=ar Stiff=ner [^.4-Ci ----------------------------------------------------------------------------------------------------------------- ��_ Ili I __,d } p 1 L Point !o. r! .1 c rA 01 0^ riff }a ----------------------------------------------------------------------------------------------------------------- 1 4 2`.7.'.'''. all rU'_ 1 T,Qf, T 4 ' I:J - r_.__r C 4 217.2 a;' I!Jr!C I .:_+r C1 all rB uirRJ .l. «Songs 282 eE J26Qa8 Reaction Summary Coin. it. ! it. 9 %da ! 221 2,2 Vert. ! 24.49 d%R Rota. ! ty a« @6= 2 Don! 6.6 . GR. ! mg§ Eg 52. 2 Gg %y Rds . ES Gg Vert. 3 .55 -6.19 Rot- ! ay art BdS 4L� E9 GR. ! g39 dag Rota. a Gy Gy Vert= 2 aQ 62 @R. 5 t@ gas \ Rota. ! %y Gg Horiz. & M i 4.%9 Vert. ! - G&S eta. [ Gy %y 9RR 2756 i � ^ ^ � ^ � J3666ACD 1 ` BASE PLATE : Joint 1 � Column Reactions � � ! ' Maximum Vertical = 14.49 kip � Maximum Horizontal = 10.11 kip I � � Maximum Uplift = 12.10 kip x � � ` Member plata size � � � Left 8anQe +hicknes Z 0.2500 in. ) Left flange width = 6,0000 in, � ' Right flange thickness = 0.2!00 in. � Right flange width = 6.0000 in. � Web thlckness = 0.975 in, � ' Member d»pth = 8.0000 in, � (2) Bolt base plate � � ^ Ue 8 in. x 6 in. x .62E in. plate � Use 2 - .75 in. diam. A-36 bolts � Y - gage = 3.5 in. <4) Bolt base plate � � . Use 8 ic, x 6 in. x .5 io. tp Use 4 - .75 in. diam. A-36 bolts ' X - -age = 5.5 in. : Y - gage Note forces that are !ollowed by an the reults of a wind laeJ combicaticn. The aDowable strsss for these forces will be increased �� 1/3. ^ ` ' ' � � ` ` � . � � � ^ � � ' , ^ i y i � . � . ° J3666ACD 2 MOMENT CONNECTION : Section 4,00 Applied forces � � Maximum negative moment = 39.63 kip ft ' ` Asosiatyd axial force = -3.76 kip y Maximum positivq mom*nt = 1.1.2.a C kip ft 1 � A�so�iated anial fcrce = 0,86 kip I � � Naxim Um sh;eer = 12.30 kip � � � Member plate sizes : � Left flange thickness " 0.3500 in. � Left flange width = 6.0000 in. ' Kight flange thickness = 0.2500 in. Right flange width = 6.0000 in, Y Welb thickness = 0.1875 in. � Member depth = 24.0000 in. � End Plate Connection � � , ` Use . 8 - .75 in. diam. A-325 bolts Left Flange Weld ; .\25 in. D.F. ' Right F1ange Neld .25 in. D.P. . SLanmuard End Plate ' .62t in, x 6 in. — Web Weld : .1875 in. D.F. x 4 in. Note forces thot are followed by an * ar* the ' resu!ts of a wind }oad cootination. The alloxablq for theefcrces wiD � be Inueased by 1/3. � ` h ^ , � � � . � , ' � � . ' � . ' ^ MOMENT CONNECTION : Section 4.04 Applied forces � Maximum negative moment = 32.33 kip ft � Assosiated axial force = 0.97 kip t Maximum pnsitive moment z 70.76 kip ft Asscsiated axial force = -2.70 kip Maximum shear = 5.&1 UP * � Member plate sizes � � � ^ Left flance thickness = 0.2E00 � Left flange width = 6.0000 in. � ' Right flange thickness = V.-H00 in. ^ � Sight flanoe width = 6.0000 in. � i Web thcknes = 0^�8?� in � . � Me-mber depth = 24^0000 in. End Plate C,mnection - " Use : B - .75 in. diam. A-325 bolts . Laft Flange Weld 125 in. D.F. � Fight Flange Weld .1875 in. D.F. ` EtandarJ E nd Plate .625 in. x 6 in. � WEb Weld ,1875 in. D.F. x 2 in. , ' � ' � No+e : fcrces that are followed by an I are the ` resylts Of a wind ioad ccmbin a'Lio:. The alloxable stresses fmr these forces will hp increased by !/3. , ` � � / � . � � � . ` ' ' ' � ' � � ' ' ' ` J3666ACD 4 MOMENT CONNECTION : Section 5.00 Applied forces : Maximum negative moment = 32.33 kip ft t Assosiated axial force = 0.04 kip t Maximum positive moment = 70.76 kip ft Assosiated axial force = —2.70 kip Maximum shear = 5,87 kio t Member plate sizes : Left flange thickness = 0.2°00 in, Left flange width = 6.0000 in. Fight flange thickness = 0.2°00 in. Fight flange width = 6,0000 in. Web thickness = 0.015 in. Member depth = 24.000 in. End Plate Connection . Use . S — .75 in. diam. A-725 bolts Left Fianne Weld .121F in, D.F. Fight Flange Weld .1975 in. D.F. Standard End Plate : .625 in, x S in, — Web Weld . .1875 in. D.F. x 2 in. Note for__s that are followed by an 1 are th= results of a ks.,d ]na_ cs m_inatiun. The : allo++;via stresses for these forces w11I be increased by 117. .5040T0° 1 'r I ' J36L6ACD 5 MOMENT CONNECTION : Section 5.04 Applied forces t Maximum negative moment = 98.23 kip ft t Assosiated axial force = -1.70 kip t Maximum positive moment = 0.00 kip ft. Assosiated axial force = 0.00 kip Maximum shear = 12.:0 kip Member plate sizes Left fiance thickness = 0,2500 ir.. Left flange width = 6.0000 ins. Right flange thickness 0,2`00 irl. Right flange width = 6,0000 in. Web thickness = 0.127C in. Member depth = 24.0000 in. End Flat= Connecticn . �j Use : 3 - .75 in. diam. A-325 boita Le-t Flange Weld .25 in. D.F. Right Flange Weir .125 in. D.F, Standard End Plate : .625 in. x 6 in. Web Weld : .1875 in, D.F. x 4 in. Norp forces that are followed by an,, t are the results of a wind head com2i�atior. The allowable stresses for these forces Will te increased by 1171. .8421 17 r, i 1 r _ :J 1, i s ,;7 f J ` J3666ACD 6 a BABE PLATE : Joint 9 i i Column Reactions Maximum Vertical = 14.49 kip ftvimum Horizontal = 7.67 kip t a Maximum Uplift = 12.10 kip 1 Member plate sizes �r Left flange thickness = 0.2500 in. Left flanee width = 6.0000 in. Right flange thickness = 0.2500 in. Right fiance width; 6.0000 in. th k ess = 0.Web is 185 in. Member Beth r�.00C'0 in. `d (2) Bolt base plate . C' Use 8 in. 6 in, .62: in, plate llse : 2 - .75 in. diem. A-36 bolts Y - gace = _.5 ir. (4) Bolt base plate . 'Use . 8 in. x 6 in, v in. plate Use 4 - .75 in. diam. A-36 bolts X - gage = =.5 in. Y - gage = in. Note forces that are followed by an t are the results of a {Yind lcaa :o'Ib;natio-. TF° a':lowale stresses far these fortes will bs inreased bv 113. 4 .4B93039 2 C i 70B NO. 110 All A, 4, P-OL7M rP A-B25 BOLTS END 7- NO ---p A-325 BOLTS -7z Y-47 Eovz) B077Y SlbES VAN. -aA5S "a. BOYS BOLT-5 PLA-rF C;rRDti y 8�It No 62 A-5;25 BOLTS toL. CAP. PP— ni Ef ku cn rn � � Z x (Z Fri iz. 0 LO CO IFZ -P, -TI cn fTl Y. X oz cf) a) > z 0 0 LV'L- N J3666FND 1 Spread Footing Design Column Location .......... 1A Design Specifications .... Concrete Yield Strength = 1500 psi Steel Yield Strength = 40000 psi Allowable Soil Bearing = 1000 psf Minimum Cover = 18 in Column Reactions ......... Horizontal = 0.0 kips Vertical = 1.1 kips Uplift = 7.4 'nips Footing Dimensions ....... Width = 5 ft 0 in Length = 5 ft 0 in Depth = 12 in Reinforcing Steel ........ Bottom Bars = 5 # 4 e.w. Top Bars = none required Tie Bars = none required a . .n 4 a J2ESSFND 2 1 • 7 s Spread Footing Design 4 i t Column Location .......... IB Design Specifications .... Concrete Yield Strength = 2500 psi Steel Yield Strength = 40000 psi Allowable Soil Bearing = 1000 psf Minimum Cover = 18 in Column Reactions ......... Horizontal = 0.0 kips Vertical = 6.7 Yips Ualift = 2.6 kips Footina Dimensions ....... Width = 2 ft 10 in Leneth = 2 ft 10 in Depth = 12 in Reinforcing Steel ........ Bottom Bars = 3 # 4 e.u. Too Bars = none required Tie Bars = none reauired t J3666FND 3 i t t Spread Footing Desion ti a f c Column Location .......... r 1D lE f Design Specifications .... Concrete Yield Strength = 2500 psi 1' Steel Yield Strength = 40000 psi Allowable Soil Bearing = 1000 psf Minimum Cover = 19 in a Column Reactions r ti Horizontal = 0.0 kips Vertical = 6.7 kiss Uplift = 12.6 kips Footing Dimensions ....... nidtn = 6 ft 6 in Length = 6 ft 6 in Death = 12 in Reinforcing Steel ........ Bottom Bars = 6 # # e.w. Too Bars = none required Tie Bars = none required t � r r J3666FND 4 i Spread Footing Resign i ' Column Location ........ 2A 2E 3A 3E Uesion Specifications .... Concrete Yield Strenoth = 2500 psi Steel Yield Strenqth = 40000 psi Allowable Soil Bearing = 1000 psf Minimum Cover = 16 in Column Reactions ......... Horizontal = 7.7 kips Vertical = 14.5 kips Llolift = 17.1 kips Footino Dimensions ....... Width = 6 ft 4 in i Lenoth = 6 fit 4 in Beat: = 12 in Reinforcina Steel ........ Bottom Bars = 5 # 4 e.w. Tco Bars = none reouired Tie Bars = 1 # 5 r 7 . r �. # . ° J 666F11D 5 6 cr ti F � Spread Footing Design61 ; a Column Location .......... r 4A r Design Specifications .... Concrete Yield Strength = 2500 psi Steel Yield Strength = 40000 psi Allowable Soil Bearing = 1000 psf Minimum Cover = 12 in Column Reactions ......... s Horizontal = 0,0 kips Vertical = 4.0 Has r Uglift = 1.4 kips ".; Footing Dimensions ....... Width = 2 ft 4 in Lencth = 2 ft 4 in Death = 12 in '. Reinforcing Steel ........ Bottom Bars = 3 1 4 e.w. Too Bars = none required Tie Bars = none required v r �4 `Y '— � � . J36BF%D 6 � | � � Spread Footing Design Column Location ...,....,. ^ 4C 4E � � ` Design Specifications .... � Concrete Yield Strength = 2500 psi ' Steel Yield Strength = 40000 psi � ' Allowable Soil Bearing = 1000 psƒ � Minimum Cover 18 in ' � ' ' Column Reactions ......... � / Horizontal = 0.0 kios � Vertical = 7.6 kips � / Ndiyt = 8.1 kius ! � Fuotimq Dimensions ..... � ` ' Width = 5 ft 2 in � � Lonath = 5 ft 2 in 12 in � � Reinfmrdnq Steel ....... � Botbm98rs = 5 # 4 ew, ` Too Bans = none required ` lie Bans = none required ' � ` � ' ' [ � � 7 ' / . , � � / � � � / � � � � !� } � ' � CITY OF ARLINGTON CONSTRUCTION PERMIT ® COMBINATION BUILDING ❑ MECHANICAL ❑ PLUMBING ❑ SIGN PERMIT NO. 0Q696 OWNER MAIL ADDRESS CITY ZIP PHONE City of Arlington, 238 North Olympic . Arlington WA 98223 , 435-5785 ARCHITECT OR DESIGNER MAIL ADDRESS CITY ZIP PHONE Ross & McClure Arch, 1223 Commercial St Bellingham_ WA 9R22S , 676-7731 GENERAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE# J^o-Jui. .��.L Fwo Construction,, 1 7 1 S Smokey Poi nfi Rlud - Arlington 98223 659-RSSl MECHANICAL CONTRA MAIL ADDRESS CITY ZIP PHONE LICENSE)! To be bid #RAMO***269MR PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE N To be bid CLASS OF WORK ®NEW ❑ADDITION ❑ALTERATION ❑REPAIR ❑DEMOLITION []BUILDING RELOCATION VALUATION OF WORK s794 ,923 DESCRIBE WORK New Community youth center, connrp-te h Ink , wnnd frame , steel 4oisi-s PROPOSED USE OF BUILDING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- Youth Center TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- LLG AL DES('RIPT IUN Of PROPERTY(SHOWN BELOW OR ATTACH FOUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK LOi BLOCK OF WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.THE GRANTING OFA PERMIT DOES NOT PRESUMETO GIVE AUTHORITYTO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR TAX ID NUMBER LOCAL LAW REGULATING CONSTRUCTION OF THE PERFORMANCE OF CONSTRUCTION. PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. SIGNATURE OF COnT O AUTHORIZED A tr ATE jOBADDRLSS 18513 - 59th Avenue NE X (OFFICE USE ONLY) MECHANICAL PLUMBING NO. TYPE OF FIXTURE FEE NO. TYPE OF EQUIPMENT FEE WATER CLOSET (TOILET) AIR COND UNITS -H P EA BATHTUB REFRIGERATION UNITS-H P EA. LAVATORY (WASH BASIN) BOILERS-H.P. EA SHOWER GAS FIRED A.C. UNITS-TONNAGE EA KI TCHLN SINK& DISP FORCED AIR SYSTEMS- B T,U MEA DISHWASHER WALL HEATERS- B T U M LAUNDRY TRAY UNIT HEATERS- B T.0 M CLOT HLS WASHER EVAPORATIVECOOLERS WAIERHEATER CLOTHES DRYERS URINAL VENTILATICN FAN DRINKING FOUNTAIN RANGE HOOD COMMERCIAL FLOOR DRAIN AIR HANDLING UNIT- CPM VACUUM BREAKERS STOVE ROOF DRAINS - RAINLEADERS METAL FIREPLACE &CHIMNEY SINK (SERVICE - BAR,ETC,) WATER HEATER GAS PIPING SUBTOTAL S SUBTOTAL $ PERMIT $ PERMIT $ TOTAL FEE $ TOTAL FEE $ SIDE.YARD SE IBACK STREET SETBACK REAR YARD SETBACK PLAN CHECK NUMBER PLAN CHECK FEE FEE RECEIPT NO 20 USE LONE LOT AREA VACANT SITE ] ❑ FEES VALUATION FEE IND YES NO TYPE OF CONST OCCUPANCY GROUP NO.OF DWELLING UNITS PLAN CHECKING V G 1900 93 UN & - BUILDING $ SIZE OF BLDG NO OF STORIES MAX-OCC LOAD PLUMBING FIRE SPRINKLERS REQUIRED ❑YES NO MECHANICAL COMMENTS STATE BLDG.CODE 4 50 ENERGY CODE SURCHARGE Plumbing & mechanical require PENALTY SEC. SEC.303(a) separate permit ' WATEPUSEWER FEES TOTAL PERMIT VALIDATION WHEN PROPERLY VALIDATED (IN THIS SPACE)THIS IS YOUR PERMIT PAID FFIC DATE cc:ASSESSOR,APPLICANT,TREASURER, BLDG.DEPT. ZSUILD,RECORDS COPY CITY OF ARLINGTON CONSTRUCTION PERMIT z COMBINATION BUILDING � MECHANICAL PLUMBING P SIGN COMB PERMIT NO.� OWNER MAIL ADDRESS CITY ZIP PHCINE ARCHITE TOR DESIGNER MAIL ADIJRES CIT ZIP PIIONf. G r LIC NSE[ l [t [�� i CITY `/ ZIP PHONE GENERACLONTRAC UR MAIL ADDRESS CITY ZIP PHONE LICENSE MECDANICAL CO TRACTOR MAIL ADDRESS -to vwa PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PIIDNE LICENSE[ Tp CLASS OF'WORIC NI W ❑ADDITION ❑ALTERATION ❑REPAIR ❑DEMOLITION ❑BUILDING RELOCATION VALUAIIONOF WORK 23 D 9 ESCRI E ORK f2 PROPOSI D USE Of BUI1.DING 1 HEREBY CERTIFY T1 IA7 I HAVE READ AND E.AMINED THIS APPLICA- 00 TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL kOVl- 4rd LLGn DES(RIP,ION 01 PROPERTY(SHOWN BI LOW UR AT1 ACH EUUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.THE LO r BLMK OF GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION Or THE PERFORMANCE OF TAX ID NUMBER CONSTRUCTION.PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. 1 Qt' 274v, AGENT DATE SIGNATURE OF CONTRACTOR OR AUTHC)RRED ( B ADDRESS x (OFFICE USE ONLY) MECHANICAL PLUMBING TYPE OF EQUIPMENT FEE NU TYPE OF FIXTURE FEE NO. yrATER CLUSEI IIUILEI I AIR COND.UNITS - H.P. EA. REFRIGERATION - H UNITS .P.EA. BAyI11UB BOILERS-H.P.EA LAVA-YORY (WASH BASIN, (,AS FIRED A.C.UNITS- TONNAGE EA. SIIOWLR\ FORCED AIR SYSTEMS- B.T.U. MEA KI ICHLN SINK d DISP. WALL HEATERS-B.T.U. M UISNWASIIER�, NDRY TRAY\ UNI1 HEATERS - 8.1.U. M LAU CLUNUR WASHER EVAPORATIVECOOLERS CLOTHES DRYERS WATER IIEATER ` VENTILATION FAN URINAL RANGE IIWD COMMERCIAL I)RINKING FOUNIAIN AIR HANDLING UNIT - CPM FLUOR URAIN STOVE VACUUM BREAKERS RUUF DRAINS RAINLEAUERS METAL FIREPLACE&CHIMNEY WATER HEATER SINK (SERVICE - BAR,EFC.) GAS PIPING \ SUBTOTAL SUB TOTAL ! PERMIT ! PERMIT ! TOTAL FEE S TOTAL FEE ! PLAN CHECK FEE SIDI.YARD SEIBACK STRLLI SETBACK REAR YARD SET BACK PLAN CHECK NUMBER FEE RECEIPT NO. USE tONI FEES 1.01 AREA VACANT SITE VALUATION FEE PUN CHECKING OCCUPJANCY GROUP NO.OF DWELLING UNITS TYPE OF CONS). V i� 2.I ✓� �Y BUILDING ! �� SIZL�Of BLDG. NO.OT IORILS MAX.000.LOAD r [ Z fi Z ��- PLUMBING fIRESPRINKL RSREOUIRED YES NO MECHANICAL Ej STATE BLDG.CODE _ uOMMENTS ENERGY CODE SURCHARGE PENALTY SEC)03(+) Aylp WATER/SEWER FEES TOTAL PERMIT VALIDATION WHEN PROPERLY VALIDATED(IN THIS SPACE)THIS IS YOUR PERMIT 6 RECEIPT PAID CRN BY DATE BUILDING OFFICIAL GC:ASSESSOR.APPLICANT.TREASURER.BLDG.DEPT. RECORDS COPY CITY OF ARLINGTON J' dC . CONSTRUCTION J � �� 1�2, PERMIT 7 S-e COMBINATION 29 BUFiD�G :g MECHANICAL ;n PLUMBING /m SIGN PERMIT NO.i-01-2 fl.1,2 OW MAIL ADDRESS CITY IIP PIIONE wlin� 23g N. olN w��c 0643 -S? ARCHITECT OR DESIGNER MAIL ADDRES CI)T �ZIP PHONE jlq3 GENERAL CONTRAC OR MAIL ADDRESS CITY ZIP PHONE LICENSE MECHANICAlCO TRACTOR LICENSE E MAIL ADDRESS CITY 11P PHONE PLUMBINGCONTR CIO R MAIL ADDRESS CITY 11P PHONE LICENSE T &� CLASS OF WORK NLW ITION ❑ALTERATION ❑REPAIR MOLITION ❑BUILDING RELOCATION VALLI OF WORK 1, LSCRI�E RK � "�914h P ((•i S'I�I D USE OF BUILDING HEREBY CERTIFY THAT I HAVE READ AND E MINED THIS APPLICA- TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- LIGn ulSc RIPI ION OI ROPLRTY I TACH!OUR C SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT. THE LU I BLOCK OF GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OF THE PERFORMANCE OF TAX ID NUMBER CONSTRUCTION.PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT DATE .255-1 8 AUDRLSS X (OFFICE USE ONLY) MECHANICAL PLUMBING NO. TYPE OF FIXTURE FEE NO. TYPE OF EQUIPMENT FEE WATLR CLOSEI (TOILLI) AIR COND.UNITS -II.P.EA. 8AII11UH REFRIGERATION UNI IS-FI.P.EA. LAVATORY (WASH BASINI BOILERS-H.P.EA SIIOWLR GAS FIRED A.G.UNITS- TONNAGE EA. KI ICIILN SINK d UISP. FORCED AIR SYSTEMS- B.T.U. MEA UISIIWASIILR WALL HEATERS- B.T.U. M LAUNDRY 1RAY UN11 HEATERS- B.T.U. M CLOIIILS WASIILR EVAPORAI IVE COOLERS WAIERIILATLR CLOTHESDPYERS URINAL VENTILATION FAN DRINKING FUUN I AIN RANGE HOOD COMMERCIAL FLUOR DRAIN AIR IIANDLING UNIT - CPM VACUUM BREAKERS STOVE ROOF DRAINS - RAINLEADERS METAL FIREPLACE a CHIMNEY SINK ISERVICE - BAR,ETC.) WATER HEATER GAS PIPING SUBTOTAL f SUBTOTAL ! PERMIT ! PERMIT TOTAL FEE f TOTALFEE ! SIDL YARD SE I BACK STRLLI SE FBACK REAR YARD SETBACK PLAN CHECK NUMBER PLAN CHECK FEE FEE RECEIPT NO. USE JONI LOT AREA VACANT SITE FEES VALUATION FEE YES NO TYPE OF CONS1. OCCUPANCY GROUP NO.OF DWELLING UNITS PLAN CHECKING VG BUILDING 4 SIZE OF BLDG. No.or STORMS MAX_OCC.LOAD PLUMBING FIRE SPRINKLERS REWIRED 0 YES NO MECHANICAL STATE BLDG.CODE COMMENTS ENERGY CODE SURCHARGE PENALTY SEC.303(m) WATER/SEWER FEES TOTAL PERMIT VALIDATION WHEN PROPERLY VALIDATED (IN THIS SPACE)THIS IS YOUR PERMIT A RECEIPT PAID CRII BY BUILDING OFFICIAL DATE cc!ASSESSOR.APPLICANT,TREASURER, BLDG. DEPT RECORDS COPY I .. .�� I IProposed BaNball Field I i I Existing Soccer Field Existing Soccer Field I Pro Foo If Field f LJ Z I I r d d i r.8r�d .r sue, S Proposed Baseball Field CO r---� I � HIM NMI- f II I ExlaUnp Baseball Field Existing Baseball Field 11111111 .,.. t, F�44COYYUNflY CENTER U111111H - Ru� �= U I I I I I I I I I I I I I I I I II III A P M ftwB ttr RMti ftf I � efe asp �J 59th Avenue N.E. Site Plan C� f1 0 . 1 1 1 C T . ' MOSS Mc CIuxe 120 Arlington Community 'Youth Center Boys & Girls Clubs of Snohomish County Phase 1 6,623 sq. ft. Phase II 9.100 sq, It. 17,723 sq. ft. I i Kttchen Mech. Storage I I - -- -- Community Room Pantry -- oys Shower Room=—_I -- Men :Women Gymnasium - M - - + U �t ooen. i Girls Shower Room -4 , 2 3 . 6 4 Storage - Entry — I I A — Arts &Crafts D C L_Foyerri i — � r Arw �-il I I I hWe I Office Library Weight Room -I o.a nnw I Entry I i Games Room ore e { Control I, I Ottice Ottice = 1 { I I Mc Clu&re Arlington Community Mouth Center Main Floor Plan �•.w�WA Boys & Girls Clubs of Snohomish County i Phase I 8,623 sq. ft. Phase II R-100 sa. ft. 17,723 sq. ft. T� - I I I , 1 I I 1 0 CI 4 ° i 1 I - I f n ^ 1 . f 1 t I 1—1 I^..-L-4. South Elevation 4 .o -- a = - West Elevation r C r I T ! C t 6 ��oJ Mc CJlure Imcownw"""t Arlington Community Youth Center 9YYglrm,WA OMS (xoel e�e•na� Boys & Girls Clubs of Snohomish County 1 1 � I � ! 1 North Elevation ..yp East Elevation A A 0 M I T ! 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