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I,� CIYY OF RRUINGTON CON OY R UCT I ON PE RM I T PERM I T NO- : 97—a3& 1 Owner: EMERALD INDUSTRIAL 405 FIR LANE ARLINGTON 98223 Value of Work: $527,908.00 Tax ID: 153105-4-012-0009 Phone: 435-9167 Describe Work: CONSTRUCT NEW WHAREHOUSE AND OFFICE FACILITY Proposed Use: WHAREHOSE AND OFFICE Legal Description: Job Address: 18932 66TH AVE Contractor's Name Type Address License* CALDERWOOD CONSTRUCTION G 17455 68TH AVE #102 CALDECI094J5 TOTALS Fee Site Civil Fee $2, 904.00 Permit Fee $2, 707.75 Plan Fee $1,760.04 Park Mitigation $3,833.80 State fee $4.50 SIGNATU TOTAL FEE...... ........... $11,210.09 I HER IFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND PAYMENTS...... . ........ ... $0.00 KNOW THE SAME TO BE TRUE AND COR- RECT LL PROVISIONS OF LAWS AND TOTAL DUE...... ........... $11,210.09 ORD J NCE5 GOVERNING THIS TYPE OF WOR ILL BE COMPLIED WJTH WHETHER 7E�JI IED ERE N Z DATE &/, �/�y � RECEIPT # (�� `)� . , IV/ BUILDING OFFICIAL r 4 4,10W A I -�o ij J .'b. City of Arlington Building Dept `. PUBLIC WORKS DEPARTMENT CHECKLIST PERMIT # DATE ACCOUNT # NAME: f' f n7�� i 19 3 1 to(o A u i- M E LEGAL: BUELDING USE: Af p/ L6,!U _ (}��";f �. # OF BUILDING UNITS: TOTAL ERU DESIGN UNITS: Item is inspected and complete Existing Required SIGNATURE: Date WATER METER REQUIRED: 7Z0-97 HEALTH DEPT. APPROVAL: Ate'_TG SIDE SEWER PERMIT REQUIRED: ✓ , 7�3/—�'J7 GARBAGE CONTAINER PAD: CROSS-CONNECTION CONTROL: ✓ �� BACKWATER VALVE: SEWER REQUIRED: Off site`- On site ✓ 6a&� 7-3/-4'-7 CURBS: Off site On site T SIDE WALK: Off site On site PAVING: Off site On site _� q I'2 1-7-5-7 STORM DRAINAGE: Off site On site PRETREATMENT DISCHARGE PERMIT: YES v'' NO WATER/SEWER FEES PAID: YES NO . AL, . �t—i2 :7V-,J,ei- i-cz!3j, -aCn Iy t't17_ oos rRan Build�fonnsW-check " `� �' P. Cr : i��c ,� ; c �<� _,;_ t� -yiC:� � I Y - - - - - 77 I ■ - TEL : Dec 18 ' 97 11 :04 No . 004 P .01 APUNGTON PUBLIC WORKS FAX TRANSMITTAL SHEET PUBLIC WORKS OFFICE'- 816 N WEST AVENUE MAILING ADDRESS 238 N OLYMPIC ARLINGTON, WA 98223 PHONE: (360) 435-3811 • (360) 435-3811 DATE: gr r 7 - TO: AAJDERWd FIRM:FAX NUMBER: ( ) - - ------- - FROM: <ocv LIJTIMR SUBJECT: E)m ca co l M D(A SDI L - F/NAG l lUS� NUMBER OF PAGES TO FOLLOW: r IF YOU EXPERIENCE PROBLEMS RECEIVING THIS FAX, OR IF YOU DO NOT RECEIVE THE NUMBER OF PAGES INDICATED, PLEASE CALL OUR OFFICE AT (360) 435-3811. , ADDITIONAL COMMENTS: D4 ye Irwo /,tT4Cft jL r S77A)G CpRf- C- OA15'_�i, EE t, 1J�lA!�ts rA 0jW- j C U, AIF- Fote 1?2� 415 69 rI Pwtcd by: Date: _ Time- �— TEL : Dec 18 '97 11 : 04 No .004 P .02 WATER DEPA$IMENT MEMORANDi�hd TO: Emerald Industrial Dave Anderson, Building Official FROM: Karen Latimer DATE: December 18, 1997 SUBJ: Final Inspection for Cross-Connection Control Building Permit 097-2361 1:completed a final inspection yesterday at the Emerald Industrial building located at 18932 66th Avenue NE. Listed below are corrections that need to be made. 1. The bypass line Double Check Valve Assembly (DCVA) on the fire system DCVA has been modified and no longer meets State approval. The shut Off valves must be placed in their original factory position at the ends of the check valve body. After the correction is grade, the DCVA on the bypass line must be re-tested by a State certified backflow assembly tester. Provide a copy of the test report before calling for inspection; minimum 24 hour notice required. 2. The water service DCVA is not installed with adequate space around it for testing and repair(part of the DCVA body is inside the wall and covered with plaster). The DCVA must have a minimum of 3 inches clearance between the wall and the west side of the DCVA, Call for inspection after the correction has been made. 3, A cross-connection survey and commercial/industrial waste discharge permit application form must be Ned out for each tenant. The City will review these documents and may require additional cross-connection control and sewer pretreatment measures be taken. 4. A walk-through inspection of each unit is required after the tenant has moved in; 24 minimum notice required. I can be contacted at 435-3811 if you have any questions. w 1 10-15-1997 1 :44PM FROM CALDERWOOD CONSTR 2064871277 P. 1 CALDERWOOD CONSFRUCT(ON INC- 17455 - 68th Av4nvo N.E., #102 . Bothok WA 98011 - (206) 487-1680 - FAX (206) 487-1277 FAX TRANSMITTAL DATE: /a ` TOTAL PAGES INCLUDING THIS ONE 3 FAX #: Lt TO: r ATTENTION: geet� vise 7 13 � � MESSAGE: 7 fea'se � ru �J 4se'L o :L,;,l Li- FROM: 10-15-1997 1 :45PM FROM CALDERWOOD CONSTR 2064871277 P. 2 -� N Lehtinen Structural/ Civ 1 Ln ineers e, 1 .......�.. . __ -- E____-� 4 � 4i - I 1 10-15-1997 1 :4GPM FPOul CALDERWOOD CONSTR 2064871277 P_ 3 I � 406 Ao 4 F n r � a M 3 s U � w -9-22--1997 10:4'1 AM FROM CALDERWOOD CONSTR 2064871277 P_ 1 , CAIDERWO_OD CONSTRUCTION, INC._ 17456 - b8th Avenue N.E., #102 • Bothell WA 98011 • (206) 487-1680 • FAX(206) 487-1277 FAX TRANSNILI-FAI. DATE: TOTAL PAGES INCLUDING THIS ONE FA # TO: ATTENTION: MESSAGE:�.. vt tie e e i h C'7- .., .,�, l , � ,. , �� 1 � � 1 � � �� t 9-22-1997 10:42AM FROM C:ALDERWOOD CONSTR 2064871277 P. 2 FROM = N.LEHTINEN ring ir�er►ng PHONE N.D. Sep. 22 1997 10:58AM PI CONSTRUCT'!O N H N Lebtinen 3216 Wetmore Ave. SURVE,1,I LANL Structural/ Civil Enpiyjieery Everett,WA 99201 REPORT (206)257,2373 PROJECT: EMERALD lndustrial Partnership 19932 A 66"'Ave.NT, REPORT NO: 1 Arllington,WA CONTRACTOR;,_- CALDERWOOffiD Coast., I RN11'li It #! 7-2361 Bothell,WA PATE; Ang.8, 1997 WFATIMR: Sunay TEMP. RANGE; 70 F WORK IN PROGRESS: Crew installing siding PRESENT AT SITE Crewe OBSERVATfONS: RjorD FRAME BL1mvwc. Ad high strength bolts and grades were is arc•:irditnce ith the approved dr*wings. Observed the tightening of all high strength bolts in rigid frame. All H.S.BWU were tigbtevied is accordswce to the A.LS.C. Specification 9f°edition. . 1W Alt, FO1.LO W-UP LEI TEYt TO CON'TRAC'fOlt_ YES NO Z � �E�C11.05t11�S: CORES TO: �^ Pg.1 or � _ 1 ..�� Cltp Of Ariinzrto;i Burg �e�arzmsni r n Fax Cover Sheet Q Date: y Number of pages to follow: OLf Response needed As requested FYI TO: FER NI: FAQ: 2-00-6 r' 77 7-- a2v/6 FROM: RE: Additional comments: rz 238 N. Olympic Ave. Arlington, WA. 98223 (360) 435-0724 F_Ax (360) 435-3906 i r • ■ r 3 z. � F. pul It MAY-23-97 FRI 9:30 P, 01 Berryman & H_er>fi9►a_r �� " 55l Consullants, Inc, - Heargerd Ray, Mc RESUBMUTAL DRAINAGE REVIEW COMME S May 23, 1997 (2nd Submittal) PROJECT: Emerald industrial Park 66th,Avenue NE 1. Reference Item#1 in the May 20, 1997 Drainage Review Comments Response: The design infiltration rate (fd) of 30 inches per hour appears excessive when compared to other projects in the area, Refer to the Puget Sound Water Quality Manual and the Soil Conservation Service Soil Survey for Snohomish County. 2. Reference Item#2 in the May 13, 1997 Drainage Review Comments; Please include the report dated May 20, 1996 containing the infiltration tests with the resubmittal, 3. Reference Item #7 in the May 13, 1997 Drainage Review Comments Please show spot elevations on the grading/drainage plan indicating how the site drains to the catch basins and the infiltration system. r t 4. Reference Item #10 in the May 20, 1997 Drainage Review Comments Response: r No runoff may leave the project site either during or after construction. All runoff �nn� 1i i u i 1 1 , rii I I i �f � 1 �( �� J X� I t� 0 7 CI &) CITY OF ARLINGTON Building Department September 16, 1997 Curt Hecla Eagle Investments 405 Fir Lane Arlington, WA 98223 Re: Address for new commercial building Dear Curt, The new commercial building located at 18932 66th Ave,permit number 97-2361 was issued with the wrong address. The correct address shall be 19010 66th Ave. I will notify public works and the water department of the new address. It is the responsibility of the property owner to notify all other affected agencies. If yo have any questions you can contact me at 435-0724. Sinc r ly, L "V D id W. . nderson Building Official 238 N. Olympic Ave. • Arlington, WA 98223 • (360) 435-0724 FAX (360) 435-3906 8-08-1997 2:37PM FROM CALDERWOOD CONSTR 2064871277 P- 1 CALDERWOOD CONSTRUCTION- INC. 17455 - 68th Avenue N.F.8102 . 8othe(4 WA 48011 • (206)487-WO • FAX(206)487-1277 f � SAXTHANSWITAL n DATE: TOTAL PAGES INCLUDING THIS ONE FAX TO: �ctvy ATTENTION: MESSAGE: P - -� 4 FROM: J 8-08-1997 2138PM FROM CALDERWOOD CONSTR 2064871277 P. 2 FROM N.LEHTINEN Engineering PHONE NO. : 206+252+2373 Aug. 09 1997 02:36PM P1 3216 Wetmore Ave. CONSTRUCTION a N Lehtinen 3216 tc, mo a Ave RfPORTLANCE Structural/ Civil �n ineers Eve(7.06)252-23;J 201 REPORT PROJECT: EMERALD Industrial Park REPORT NO, I 18932 A 66th Ave. ICE Arlington, WA CONTRACTOR: CALDERWOOD Const. PRQ,IEC'1'NO N97t`3 17455-68*Ave. NE 0102 PERmi T No. 97-7361 D Bothcll,WA 98011 DATE: 6/24/97 WEATOn: 5uriay TEMP.RANCE135 F WORK IN PROGRESS: Crew iusta9ing siding PRESENT AT SITE: Bob PEARL. ©BSERVATIONS: All high strength bolts and grades were in accordance ith the approved drawings. Observed the tightening of aU high strength bolts in rigid frame. All H.S.Bolts were tightened in accordance to the A.I.S.C. Specification 9ei edition. LE$ s Z' FOLLOW-UP LETTER TO CONTRACTOR, ENCLOSURES: ' DPfAEs COPIES TO: RLP rEry 14' DATE: ,aW-wurvI n%j. ri« CITY OF ARLINGTON WATT)& SEWER DEPARTMENT APPLIUTION Application is hereby made by the undersigned property owner for all water and s squired or used for any purpose at in or near -A-rlTngton, Washingto ,/her whit a pay i advance � L66� 6 7 ; � and in accordance with existing ordinances and regulations of the City, the following es I ted charges, th n xac rgeis will Ll �'�' be determined and payable immediately upon completion of the installation: � a� .p Engineering Fees. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S til Water Main Extension. . . . . . . . . . . . . . . . . . . . . . . . . . S Fire Hydrant Installation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 S Street Repairs. . . . . . . S Tap-In Charge. . . a L� �.�IV"`1 �C54CA . . .Vl�/1�. . _ . . . . . . . . S3 on 00 Equalization Fee . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S Water Service Connection Charge (Metering Charge) . . . .Q . M v Z00 >Lt `. = r a. Z Sewer Main Extension. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CY r� WwWa W CO m LL # N � Z o . . . .Sewer Main Reimbursement. . . . _ . . IL W — LL. go m v O Side Sewer Permit(s). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ C= Z J W W z a N v W Sewer Service - )e/• �}• 4 0 0 Cn >, 2 V Q H H r $ m C W Z J_ O Total. . . - - . . . . . . . . . . . . . . . . . . . . . . . 1 further agree that all rates and charges for water and sewer service to the above property shall be paid in accordant with existing ordinances and regulations of the City, or any such ordinances and regulations passed hereafter. I hereby authorize the following tenant, ��I(� L I�IUV�J I ✓ �'�-I to have all accounts for water kept in his name under Account No. with the understanding that water bills mailed to said tenant shall not relieve the property from liability for water charges incurred, I understand that the City will use all reasonable effort to maintain uninterrupted service, but reserves the right to shut off the water at any time without notice for repairs, extensions, non-payment of rates or any other reason and assumes no liability for any damage as a result ^i interruption of service from any cause whatsoever. 001370 J c L Y z f 7 TI z 3 OW EP. DATE ADDRESS r?)z .� ,� I M � v ' � W V � � A c a u .� 42 r � A � y y y LL 0 y o y _ C O �- O 9 q C y L = ON a X N *� W = a a a Uf N N O �9� nib �L Z� p} b�G -� -�� / d' y�i cb- z�-s ��J ma y' -�'"l��b � (�' m e t a e n g i n e e r i ' n g Paul R. Weber principal May 20, 1997 Project: Emerald Industrial Park 66th Avenue NE Calderwood Construction, Inc. Attn.: Bob Pearl 17455 68th Avenue, NE, Suite 102 Bothel, WA 98011 Dear Mr. Pearl: We have reviewed the "Drainage Review Comments" provided to us by Berryman & Henigar concerning the submitted project notebook. Our response to their requests are as follows: Item 1- When Meta Engineering conducted the percolation test to measure the infiltration rate (f) the actual rate of infiltration was too fast to measure. The water added to the percolation pit drained into the soil as fast as it was added. Therefore, we assumed an infiltration rate (f) that was at the high end of typical f values, and then applied the resultant design infiltration rate (fd). Item 2 - In accordance with the City of Arlington Stormwater Management Ordinance No. 16-10, a soils analysis, infiltration test and report were conducted by our office (refer to reported dated May 20, 1996). Seven test pits were completed in early May following a winter with above average rainfall. The test pits were completed to depths up to.9.5 feet below the existing ground surface. No groundwater was encountered in any of the excavations. Therefore, we assumed the depth of the wet season groundwater table to be greater than 9.5 feet below the existing ground surface and designed the infiltration trench accordingly. Item 3 - The Temporary Silt pond will be constructed to catch run-off from the Vehicle Wash Down area. No Temporary Silt Pond will be constructed otherwise. See detail A-1 . C o m p re h e n s I v e E n g I n e e r i n g & D e s i g n P.O. Box 77806 Seattle, Washington 98177 TEL (206) 542-8467 FAX (206) 546-6436 Item 4 - A: Enclosed are the calculations for a 100-year, 24-hour storm event. The King County Surface Water Management computer program "HYD" was used for this calculation. B: The results of the program indicate a required storage volume of 940 cubic feet. The volume of the proposed infiltration trench is greater than 1000 cubic feet. Item 5 - See attached revised drawing. Item 6 - The proposed conveyance pipes have been designed and drawn with a minimum slope of 0.5% where possible. Item 7 - The project site is approximately gat. We believe that a temporary grading plan is unnecessary because final grading will be completed in the initial stage of site clearing. Item 8 - See attached revised drawing and details. Item 9 - See attached revised drawing and details. Item 10 - The 4" high A.C. berm has been removed. No construction activities will take place along the road, and the concrete curb along the roadway will effectively retain surface water on the project site. See attached revised drawing and details. Item 11 - See attached revised drawing and details. Item 12 - See attached revised drawing and details. Item 13 - See attached revised drawing and details. Item 14 #3: See attached revised Erosion/Sedimentation Control Notes. #8: See attached revised Erosion/Sedimentation Control Notes. 411 See attached revised Erosion/Sedimentation Control Notes. Item 15 - See attached revised drawing and details. • - J �� 05/17/1997 00:31 2067635208 META ENGINEERING PAGE 04 In Item 16 - See attached revised drawing and details. Item 17 - See attached revised drawing and details. Item 18 - See attached revised drawing and details. Item 19 - Erosion and Sediment Control plans, notes and details will be made a part of the construction plans and kept on site at all times. Item 20 - Financial Liability instruments for Erosion and Sediment Control Facilities are included. Sincerely, Meta Engineering • • � 11 Paul R. Weber, P.E. y 4. r LA `'ION/SEUlkf ANON CONTROL WTESS 1, APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL(ESC)PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN(E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2, THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT,AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES,AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. 4. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD,THESE ESC FACILITIES SHALL BE UPGRADED(E.G. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.)AS NEEDED FOR UNEXPECTED STORM EVENTS. 6. THE ESC FACILITIES SHALL SE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 15 DAYS, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS(E.G.SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.). B. ALL EXPOSED AND UNWORKED SOILS SHALL BE STABILIZED BY SUITABLE APPLICATION OF BMPS. FROM OCTOBER 1 TO APRIL 30, NO SOILS SHALL REMAIN UNSTABILIZED FOR MORE THAN 2 DAYS. FROM MAY 1 TO SEPTEMBER 30, NO SOILS SHALL REMAIN UNSTABILIZED FOR MORE THAN 7 DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 48 HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED AREAS GREATER THAN 5,000 SQUARE FEET THAT ARE TO BE LEFT UNWORKED FOR MORE THAN 12 HOURS SHALL BE COVERED BY ONE OF THE FOLLOWING COVER MEASURES: MULCH, SODDING OR PLASTIC COVERING. 13. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL.MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY, IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM,THE FACILITY SHALL NOT BE USF0 AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN. 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE(E,G.ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. CONSTRUCTION SEQUENCE NOTES 1. MARK LIMITS OF CLEARING. 2. ERECT FILTER FABRIC FENCE AS SHOWN ON PLAN, 3. CLEAR AND GRUB THE AREA FOR THE CONSTRUCTION ENTRANCE. INSTALL THE CONSTRUCTION ENTRANCE PER CITY OF ARLINGTON STANDARD PLAN DETAIL G-12. 4. CLEAR AND INSTALL TEMPORARY SEDIMENT POND. 5. CLEAR AND GRUB REMAINING SITE AS REQUIRED. 6. GRADE SITE TO SUBGRADE. 7. INSTALL CATCH BASINS WITH EROSION CONTROL COLLARS PER CITY OF ARLINGTON STANDARD PLANS NO.G8 AND G9. 8. INSTALL STORM STRUCTURES AND CONVEYANCE SYSTEM. 9. PAVE SITE/CONSTRUCTION BUILDING PAD. 10, INSTALL INFILTRATION SYSTEM. i i ------- - -- --- - PROPERTY LINE -- -- ----- --- - -- - ---- MEXISTINGDG. I I I C.B (EXISTING) o DETAIL G-8 r --- - - - - - - - - - - - I I SILT FENCE (DETAIL G-2)AND � LIMITS OJ CLEARING I I I 11 I II I I I I I I k I I I I I I I I 1 I EXISTING ACCESS DRIVE II � I I I I Ir TION VEHICLE OWN PAD I TEMPORARY iIL G-12) SETTLING POND (DETAIL G-10) I SILT FENCE - (DETAIL G-2) AND LIMITS OF I I CLEARING 12"THICK QUARRY SPACES ENTRANCE AND ROAD (DETAIL G-12) ROAD 66rH AVENUE N. -%v 1 ERQ5IQN AND $EDIMLIYI' CONTRQL PLAN _ 1 " = 60' 7k� OF META F.1�.GINEEMW DATE: 5/20/97 SITE EROSION AND SEDIMENT CONTROL PAUL R. WEBER, P.E. DRAWN BY:J.D.Y. P.O. BOX 77$06, SHORELINE, WA 98177 CHECK'D BY: P.R.W EMERALD INDUSTRIAL PARK (206) 542-8467 JOB No. 96577-02 ARLINGTON,WASHING'I ON l WIRE FABRIC NEWLY ar OR DISTLRBED SIDE r• I FILTER MATERIAL I i\ram OR GREATER IN DEAMER.R PEA GRAVEL Li SEC'n• lFILTER FABRIC MATERIAL IOOX OR I� FABRICWELDED WIRE ifOR EQUAL 71 I � s I L STEEL n• \ i"r.•C!�iI♦��j��fd%�i1�"��.�d.♦ �3a..�.�?� a�%. POSTS REVISED STA� �tr1C7' , . . , PLAN 4 GlNUVMER SEDIMENT CONTROL Y I �Q SL �� '1 t�N� P.�pp' CFO qc4?�G ;yFTy f Fr c o R=15' MIN- 12 "IN. 4'-d' QUARRY SPALL PLAC_ A; FUTURE \ SUBGRAOE ELEVATION PROWOE FULL WIDTH OF IF POSSIBLE WGRESS/EGRESS AREA 18 1 -- 1' MAXIMUM N. WA TER DEPTH H �' T 12' THICK, 4'x8' QUARRY SPACES I T 6' ADS OVERFLOW TO .� / TEMPORARY SETTLING POND SEE DETAIL BELOW 2 LAYERS FIL TER FABRIC r REED STANDARD PLAN \ NUMBER ROCK CONSTRUCTION ENTRANCE - 1 AND CONSTRUCTION VEHICLE WASHDOWN PAD G 12 i Wire Screen Gravel Filter � Overflow re Screen Concrete Block „/ ire �— Filtered Water Runoff Water / 4, with Sediment Sam 4. f� Sediment °a' I`� Drop Inlet with Grate 18" Min.—{ --Gravel (12" min. deotn) Runor- Wate- with Sediment � .� -nnI=IINiJIIlII=I oa,° �� bo^,I,'tll= \\ —Sediment Filtered Wire Mesh with Filter Water Fabric on ;oo REVISED \� STANDARD PLAN NU?aER INLET PROTECTION BLOCK AND GRAVEL FILTER G 8 i i i i i fl I FRAME AND OPEN GRAi_ VANED GRAT= SOLID COVER I 2"W x8" SOLID BRICK USED =0R = 1NAL ADJUSTMENT TO GRADE. 5" HIGH MAX a g" V� 2Q-• I I o„ OR , 2„ 5" OR 12" CONCRE70 i RISER SECTION r CLASS 4006 CONC . I I of ' PRECAST CONC BASE SECTION i1 W/MAX OF ONE 20"0 KNOCKOUT ZJ PER SIDE, ENTRANCE ANGLE �;- j TO BE LIMITED BY KNOCKOUTS CLASS 4000 CONC a PIPE OUTER DIA ?_US CS —i I WALL THICKNESS SHALL i I. ! NOT EXCEED 20" . I .z..l �, -1 CATC- BASIN 70 C-O'NFORM +0 WS00 T S-ANDARD ?'_.AN REVISED STANDARD PLAN NMaER CATCH BASIN I TYPE I SD 2 .--- I i .� i l PC>_ FRAME ANC OPEN GRATE VANED GRA SO.•L I D COVER 2"x1"x8" SOLID 2RICK SEA OR FINAL ADJUSTMENT -0 GRADE o HIGH MAX I OR o" OR 12" CONCRETE RISEP SECTION `✓ CLASS 4000 CONIC / CB CL I �/ I =p o' CONCRE - REDUCING TOP SLAB / CLASS a000 CONC � �2•• I CC 1 ml PPECAS- CONC BASE SEC ION I � W/MAX OF ONE 28110 KNOCKOUT \\ P=R S D . ENTRANCE RANCE ANGLE ' ` 1v TO BE LIMITED ?Y KNOCKOUTS CLASS AOOC CONC PIPE OUTER DIA PLUS C3 1 t WALL THICKNESS SHAL- NOT =XCEE--,) 23 TCH BASIN C CONFORM WS,,'C'7 _ ANOARC PLAN REVISED r allSTANDARD PLAN I i'•. NUMBER i CATCH BASIN ' TYPE IL SD 3 I i i FRAME AND OPEN GRATE VANED GRATE °o SOL!0 COVER 2"xA"x8" SOLID 3RICK USED FOR FINAL ADJUSTMENT 7C GRADE, 6" HIGH MAX � o' OR o" OR 12" CONCRETE —� RISER SECTION CLASS A-000 CONC TOP SLAP WITH i 21" ROUND ACCESS OR % I 20"x24" RECTANGULAR ACCESS NOTES. I ALL TYPE 2 CB-S EQUIPPED WITH OPEN GRATES SHALL BE LOCKING TYPE. 1 2 ALL TYPE 2 CB'S NOT IN PAVED AREAS i SHAL: BE EOUIPPED WITH LOCKING LIDS, i 3 CS'S SHALL BE SET SO THAT STEPS ARE DIRECTLY UNDER OPENING. ~ 1 ALL TYPE 2 CB'S SHALL BE EQUIPPED I `f WITH STEPS AND LADDER PER STD 606 i L HOLE 5 CONCRETE SHALL BE CLASS 1000. bS�� ` 5 MIN DISTANCE FROM INVERT TO CS BOTTOM SHALL BE 2.0' . ( I 1S" OR 54" 7 CB SECTIONS AND LID WILL BE HS20 TRAFFIC LOAD CERTIFIED BY MFG. 3 HOLE SIZE - PIPE OD - MAX MAX HOL_ S I ZF a 36' (AS"' CB) MAX HOLE SIZE . 42" (54"' CB) 0,.70= BASIN TO CONFORM TO 'NSDOT STANDARD P'_AN REVISED STANDARD PLAN NUNSER CATCH BASIN TYPE II h - S D 4 8-7 1 I �,�,�� /�(,'' /Ell./ , . ' a �+,, � .�', "Or 17zi A A 2. 'Arl .4� f E 1:5 �- � I E3 PLAN SECTION B-6 3/4' NORMAL '/-1/5" R (7YP) I TO EAR 7- 1/2" NORMAL VIA" TO BAR ` �I i I -3/�" / �� NOTES: SECTION A-A FOUNDRY NAME, THIS SIDE TO CURB W/ARROW WHEN LOCKING GRA7:- R--':UIPEn- ' �CLES AND (DI ) FOR DUCTILE IRON SHALL BE EMBOSSED WILL BE PROVIDED IN CAS'7*!N G TC ALLOW ON 70P OF GRATE WITH 06" RECESSED LETTERS. FOR 7WO 5/8" OIA STA.NLESS S777L SOCKET HEAD CAP SCRE'VE SO THAT'r NO SEATING OF GRATE SHALL BE ACCOMPL:SHEO By PART OF HEAD PROTRUDES ABCvE 70P ONE -nc' THE =OL'—OWING" OF CASTING A I INTEGRALLY CAST PADS ( !-112"'AlIt"x1l8') 5 MACHINE BOTTOM SURFACE OUTSIDE 4 17' DIA MA77—RIAL USED SHALL BE DUCTILE 1="DN ZE.; ASTM—A526, GRADE 30-59-06. AL: CASINGS SHALL HAVE A BITUMINOUS COA—!NG. REVISED STANDARD PLAN NUMBER STANDARD GRATE CATCH BASIN OR INLET SD 5 i i i i i i i i DIRECTION OF FLOW A I 17L a LO snLi .'� B - I-'- -4 c A i TOP VIEW SECTION A-A ' z a NOTE �• ;_3/a•I 2-3/a•' 2-1/a" a-3/a• I �. —�/a. —i R•12-3/a. 12-3/a" t-3/ ( i i O MA T—cR I AL USED SMALL BE ' i I I DUCTI'_= IRON PER ASTM—A536. GRADE 80_c�r-06. WITH BITUMINOUS COATING. I t1_Ike ` / 0 WHEN _OCKINGGRATE REOUIRED ' HOLES WILL BE c PROVIDED IN /•' '-3' ON i - SECTI B-B - CASTING TO ALLC1N 'OR TWO C 5/8- DIA STAINLESS STEEL. SOCKET HEAD CAP SCREWS. NO .R MIN PART OF SCREW WILL ?ROTRUDS (TYo\ I I I ABOVE CRATE \ / Tv I / 15/B' i r 3/L'' MAX 30' I / PARTING LINE— L_ ! }IB W S D D T STD '-AN 8-39 VANE DETAIL SECTION C-C REVISED STANDARD PLAN NUNMER VANED GRATE CATCH BASIN OR INLET SD 6 i i� I W a_ �I DI ' V' I 0. a• W� �I MATCH =XISTING SLOP: i 10. I 10. f ♦ 4 ° \ a a 6i ° ♦ ♦♦\ s Oe a •\ GRATE SEE STD DWG'S FRAME SEE STD DWG -yoc A-1 CURB 8 GUTTER _SE= STD DWG REViSPM STANDARD PLAN • �� NUMBER TYPICAL FRAME AND CRATE INSTALLATION SD 7 I I i i i PROJECT NAME: JOB NO: PACE: Af-PAUL R. WEBER P.E. kNL 7v.J 97 7-0 2- f CALCULATED BY: CHECKED BY: � DATE: .p OF: Seallle, WA 98133C(J i 5-r��ss� 1�P-tag;va�f j 7-0 �r�r7j TV UP �ti rc R. We gool�- i aipI* I'l 1 :� �;�i,,I-o __. ._�� sip � •• a i c+,� 4 1 , �- � PROJECT NAME JOB NO i PAGE PAUL R.. WEBER, P.E. �p-u/JC-,7 K) S- 7-vz z - -- CALCULATED BY: CHECKED BY: DATE: OF Seattle, WA 981JJ US F- 77�4' 14"4 UAIVi4 %�72 C./�yvos c�oi� (6-4 co Ap o v .4 ' ,N oe 6 `' C) v d A- i i a 0 INITIAL STORAGE VALUE FOR ITERATION PURPOSES: 33450 CU-FT ITERATION COMPUTATION BEGINS. . . TRIAL BOTTOM-AREA STOR-AVAIL STOR-USED PK-STAGE PK-OUTFLOW 1 27875.0 33449 662 .08 3 . 72 2 14213 .6 17056 662 . 15 3 . 72 3 7382. 8 8859 662 . 29 3 . 72 4 3967.5 4760 1241 .90 2 . 76 5 2501.0 3001 2725 3 . 49 1. 74 6 2386. 3 2863 2869 3 .90 1 .66 7 2391. 1 2869 2863 3 . 88 1 . 66 8 2388.6 2866 2866 3 .89 1 . 66 PERFORMANCE: INFLOW TARGET-OUTFLOW ACTUAL-OUTFLOW PK-STAGE STORAGE DESIGN HYD: 3 . 72 .00 .00 3 . 89 2866 SPECIFY: D - DOCUMENT, R - REVISE, A - ADJUST ORIF, E - ENLARGE, S - STOP d PERFORMANCE: INFLOW TARGET-OUTFLOW ACTUAL-OUTFLOW PK-STAGE STORAGE DESIGN HYD: 3 .72 .00 .00 3 .89 2866 STRUCTURE DATA: GRAVEL TRENCH/BED (30 PERCENT; VOID VOLUME) RISER-HEAD GRAVEL-BED-AREA STOR-DEPTH STORAGE-VOLUME 4 .00 FT 2388.6 SQ-FT 4.00 FT 2866 CU-FT ROUTING DATA: STAGE(FT) DISCHARGE(CFS) STORAGE(CU-FT) PERM-AREA(SQ-FT) .00 .00 .0 .0 .40 .00 286.6 2388.6 .80 .00 573 . 3 2388.6 1. 20 .00 859.9 2388.6 1.60 .00 1146.5 2388.6 2.00 .00 1433 .2 2388.6 2.40 .00 1719.8 2388.6 2 .80 .00 2006. 4 2388.6 3 . 20 .00 2293.0 2388.6 3 .60 .00 2579.7 2388.6 4.00 .00 2866.3 2388.6 4.10 . 21 2866. 3 2388.6 4 .20 . 58 2866. 3 2388.6 4 .30 . 92 2866. 3 2388.6 4 .40 1.06 2866. 3 2388.6 4 .50 1 . 19 2866. 3 2388.6 4 .60 1. 30 2866. 3 2388.6 4 .70 1.41 2866. 3 2388.6 4.80 1 .50 2866. 3 2388.6 4 . 90 1. 59 2866. 3 2388.6 5.00 1.68 2866. 3 2388.6 5.10 1. 76 2866.3 2388.6 5 . 20 1.84 2866. 3 2388.6 5. 30 1.92 2866. 3 2388.6 5.40 1. 99 2866. 3 2388.6 5.50 2.06 2866. 3 2388.6 i 5. 60 2.13 2866. 3 2:j68 . 6 5. 70 2. 19 2866. 3 2388 . 6 5. 80 2. 26 2866. 3 2388 . 6 AVERAGE VERTICAL PERMEABILITY: 2 . 0 MINUTES/INCH SPECIFY: F - FILE, N - NEWJOB, P - PRINT IF/OF, R - REVISE, S - STOP P INFLOW/OUTFLOW ANALYSIS: PEAK-INFLOW(CFS) PEAK-OUTFLOW(CFS) OUTFLOW-VOL(CU-FT) 3 .72 . 00 0 INITIAL-STAGE(FT) TIME-OF-PEAK(HRS) PEAK-STAGE-ELEV(FT) .00 8. 17 3 . 89 PEAK STORAGE 2866 CU-FT INFILTRATED VOLUME: 0 CU-FT SELECT PRINT-OPTION: 111"(SURFACE-OUTFLOW) OR 112" (SUBSURFACE-OUTFLOW) 2 INFLOW/OUTFLOW DATA PRINT-OUT: T(HRS) QI(CFS) QO(CFS) EL(FT) T(HRS) QI(CFS) QO(CFS) EL(FT) .00 .00 .00 .00 10.83 .49 .49 3 .51 .17 .00 .00 .00 11.00 .48 .48 3.51 . 33 .00 .00 .00 11. 17 .47 . 47 3.50 .50 .00 .00 .00 11. 33 .47 . 47 3 .50 .67 .00 .00 .00 11.50 .47 . 47 3 .50 .83 .00 .00 .00 11.67 .47 .47 3 .50 1.00 .00 .00 .00 11.83 .47 .47 3 .50 1.17 .00 .00 .00 12 .00 .47 .47 3 .50 1 . 33 .00 .00 .00 12•.17 . 47 . 47 3 .50 1.50 .01 .01 .00 12. 33 . 47 .47 3.50 1 .67 .02 .02 .00 12.50 . 47 .47 3.50 1.83 .03 .03 .01 12.67 .44 .44 3 .49 2.00 .05 .04 .01 12 .83 . 39 . 39 3 .47 2 .17 .06 .06 .01 13 .00 . 38 . 38 3 .46 2. 33 .08 .07 .02 13.17 . 38 . 38 3 .46 2 .50 .09 .09 .02 13 . 33 .37 . 37 3 .46 2 . 67 .11 .10 .02 13.50 . 37 . 37 3 .46 2 .83 . 13 .12 .03 13 .67 . 37 . 37 3 .46 3 .00 . 15 .14 .03 13 .83 . 37 . 37 3 .46 3 .17 .17 .16 .04 14 .00 . 37 . 37 3 .46 3 . 33 . 18 . 18 .04 14 .17 . 37 . 37 3 .46 3 .50 .19 .19 .05 14 . 33 . 37 . 37 3 .46 3 .67 . 21 .20 .05 14.50 . 37 . 37 3 .46 3 .83 . 24 .23 . 06 14 .67 . 36 . 36 3 .46 4 . 00 . 26 . 26 . 06 14.83 . 34 . 34 3 .45 4 . 17 . 27 . 27 . 06 15.00 . 33 . 33 3 . 44 4 . 33 . 28 . 28 . 07 15.17 . 33 . 33 3 .44 4 .50 . 29 . 29 .07 15. 33 . 33 . 33 3 . 44 4 . 67 . 32 . 31 . 07 15.50 . 33 . 33 3 .44 4. 83 . 35 .34 . 08 15. 67 . 33 . 33 3 . 44 5. 00 . 37 .36 . 09 15.83 . 33 . 33 3 .44 5 . 17 . 38 . 38 . 09 16 .00 . 33 . 33 3 . 44 5.33 .39 .39 .09 16.17 . ,3 .33 3 .44 5. 50 .40 .40 .10 16. 33 . 33 . 33 3 .44 5.67 .43 .42 .10 16.50 . 33 . 33 3 . 44 5.83 .47 .46 . 11 16.67 . 31 . 31 3 . 44 6.00 .49 .49 .12 16.83 . 28 . 28 3 .42 6.17 .50 .50 . 12 17.00 . 27 . 27 3 .42 6. 33 .51 .51 .12 17. 17 . 27 . 27 3 . 42 6. 50 .51 .51 .12 17. 33 .26 .26 3 . 41 6.67 .59 .56 .14 17.50 . 26 . 26 3 . 41 6.83 .69 .66 .16 17.67 .26 .26 3 . 41 7.00 .73 .72 .17 17.83 . 26 . 26 3 . 41 7.17 .84 .80 .19 18.00 . 26 . 26 3 . 41 7.33 .98 .94 . 23 18. 17 . 26 . 26 3 .41 7.50 1.51 1. 33 . 32 18.33 . 26 . 26 3 .41 7.67 3.37 1.66 1.11 18.50 .26 .26 3 .41 7.83 3.72 1.66 2.69 18.67 . 26 .26 3 . 41 8.00 2.19 1.66 3 .78 18 .83 .26 .26 3.41 8.17 1. 39 1.39 3.89 19.00 .26 . 26 3 . 41 8.33 1.03 1.03 3.74 19.17 . 26 . 26 3 . 41 8.50 .91 .91 3.69 19.33 . 26 . 26 1. 41 8.67 .78 .78 3.63 19.50 . 26 . 26 3 .41 8.83 .63 .63 3.57 19.67 .26 .26 3 .41 9.00 .59 .59 3.55 19.83 .26 .26 3 .41 9.17 .57 .57 3 .54 20.00 .25 .25 3 .41 9.33 .57 .57 3.54 20.17 .22 .22 3 .40 9.50 .57 .57 3.54 20. 33 . 22 . 22 3.40 9.67 .57 .57 3 .54 20.50 . 21 .21 3. 39 9.83 .57 .57 3.54 20.67 .21 . 21 3 . 39 10.00 .57 .57 3 .54 20.83 . 21 . 21 3 . 39 10.17 .57 .57 3.54 21.00 .21 . 21 3 . 39 10.33 .57 .57 3 .54 21.17 . 21 . 21 3 . 39 10.50 .57 .57 3.54 21.33 .18 . 18 3 . 38 10.67 .54 .54 3 .53 21.50 .13 .13 3 .36 SPECIFY: F - FILE, N - NEWJOB, P - PRINT IF/OF, R - REVISE, S - STOP P INFLOW/OUTFLOW ANALYSIS: PEAK-INFLOW(CFS) PEAK-OUTFLOW(CFS) OUTFLOW-VOL(CU-FT) 3 .72 .00 0 INITIAL-STAGE(FT) TIME-OF-PEAK(HRS) PEAK-STAGE-ELEV(FT) .00 8.17 3 .89 PEAK STORAGE 2866 CU-FT INFILTRATED VOLUME: 0 CU-FT SELECT PRINT-OPTION: 111"(SURFACE-OUTFLOW) OR 112"(SUBSURFACE-OUTFLOW) s SELECT PRINT-OPTION: 111"(SURFACE-OUTFLOW) OR 112"(SUBSURFACE-OUTFLOW) 2 INFLOW/OUTFLOW DATA PRINT-OUT: T(HRS) QI(CFS) QO(CFS) EL(FT) T(HRS) QI(CFS) QO(CFS) EL(FT) . 00 .00 .00 .00 10.83 .49 .49 3 .51 ,-. .. � ., v '.-:� - I I .�;� W Z .. ., ,. Wui Ln z �L/w� < w lor h 1 . . LMm Berl , 1 Illlf ft� �fl hill n I�cu�r,•,c.c�rc c�v��rruJv� ,�„�,�.�,c� _ � III FROM: COMMENTS: �� 5��row�+f'e..� � ►� �1C4.o0 e,,i Gam= T>avtCA A*&Ksepb,� e, �j /1//, 4.. _%6a0435-3946 N U M B E R O F P A G E S ( INCLUDING THIS COVER SHEET) loll a I I n I i in n iii im nniri I i nnr 'i11 nlnn fiul inr it iiii Berryman Henig►ar BSl Consultants, lnc - Henigal-&Ray, Inc. June 2, 1997 Mr. Dave Anderson Building Official City of Arlington Department of Community Development 238 N. Olympic Arlington, WA 98223 Subject: Emerald Industrial Park @ 66th Avenue NE Dear Dave: We have completed the review of the applicant's submittal and find that it is in general compliance with the City of Arlington's applicable ordinances. An independent check by City of Arlington personnel verified the applicability of the design infiltration rate (fd = 30 inches/hr.)used to size the infiltration trench along 66th Avenue. From our telephone conversation with both Ed McMillan and yourself, it is our understanding that additional submittals of a vicinity map and contour map will not be required. We further understand that the City will require the developer to submit final grading plans and erosion control details during the construction period. The plans do not contain a detail for the Temporary Silt/Settling Pond proposed for catching run-off from the Construction Vehicle Wash Down area. We feel that a detail for the Temporary Silt/Settling Pond meeting the minimum design requirements of the City of Arlington Standard Plan No. G10 should appear on the plans, but do not feel a total resubmittal is necessary. We are recommending that the City require the detail be added as part of the condition for approval. We are, therefore, transmitting the submitted documents to you for final action and issuance of permits. We have enjoyed our involvement on this project and look forward to working with the City on future reviews. Sincerely, BERRYMAN& BENIGAR Michael A. Pawlak, P.E. District Manager Civil Engineering Division- Seattle cc: Paul R. Weber, P.E. (Meta Engineering) Bob Pearl (Calderwood Construction, Inc.) / 2101 Fourth Avenue, Suite 320 • Seattle, WA 98121 tel: 206-727-2220 fax: 206-727-2216 An Equal Opportunity Employer i 1 AffBerryman & Henigar BSl Consullanls, Inc - Henigaf&Ray, Inc /+ LETTER OF TRANSMITTAL TO: C4 0. /7�'��1ft�-, DATE: �1�/?7 >f 6,Y mupoh, fDev�p- PROJECT N0: 400L7- DO Ar IIDly� 0I, XffY nt k1%) PROJECT: VJ�Y�'1'erT.i� lG��,c.97�✓� PC1,4- "' 6674 4/e /l1 We are sending you ( ) attached ( ) under separate cover via thefollowing: (L4/drawings ( op drawings ( ) correspondence ( ) reports ( ) specifications ( ) submittals ( ) schedules ( ) payment request ( ) documents ( ) samples ( ) calculations ( ) maps ( ) other ( ) legal description ( ) plats ( ) mylars COPIES DATED DESCRIPTION ACTION Z 51,07 P/a&s ACTION CODE: 1 - at your request 5 - reviewed 9 - rejected - see remark 2 - for your information ® approved 10 - for your signature 3 - for review & comment 7 - make corrections noted 11 - for your files 4 - for approval 8 - revise & resubmit 12 - see remarks REMARKS: BY: Z/ COPY TO: 1215 Fourth Avenue, Suite 1400 Seattle, WA 98161 tel: 206-727-2220 fax: 206-727-2216 PERMIT NO. 97--2361 OFFICE/WAFMOUSE for March 28, 1997 NICON INTERNATIONAL, INC. 18932 - 66th avenue, N.E. Arlington, WA ARCHITECT: Dymond Richard Nicon ENGINEER: H. N. Lehtinen - Building I- , A h`G Chandler P. Nangia - Metal Building 7� CODE DATA OCCUPANCY GROUPS: M (Warehouses) & B (Offices) TYPE OF CONSTRUCTION: II-N Sprinkled SEPARATIONS: North = 45 feet East = 60 feet (Scaled) Soutn = 25 feet (Setback) West = 76 feet to existing building BASIC ALLOWABLE AREA: Groups B & M is 12,000 S.F. ALLOWABLE INCREASE FOR SPRI11M ER: Triple basic area. BUILDINGS ON SAME PROPERTY: Shall have an assumed property line between the buildings, located so both comply. AREA INCREASES: Areas may be increased where the distance to the property line is more than 20 feet on three sides at 2.5% times the minimum yard less 20 feet. (76/2 = 38' - 20' = 18 X 2.5% = 45%) 45% of 12,000 = 5,400 S.F. + 12,000 S.F. = 17,400 S.F. times 3 for the sprinkler = 52,200 S.F. BUILDING AREA: 24,000 S.F. Toilets = 12 X 17 = 204 S.F. 18 X 17 = 306 S.F. 510 S,F, Office = 11 X 15 = 165 S.F. 675 S.F. Warehouse = 23,325 S.F. OCCUPANT LOAD: Area/occupant load factor (500 = 24,000/500 = 48 VALUATION: 675 X $59.40 X .88 = $35,284.00 (Office and toilets) t� 23,325 X $24.00 X .88 = 492,624.00 (Warehouse) V" � - W h k PERMIT FEE: $2,707.75 PLAN CHECK FEE: $1,760.04 Wl�n-sprinkler--system-.i9 Est-all.ed-,--t-he--permi t,_.p fee the-plwr check 'Eor'the- spr-.ixkler system-:should•be separate. �su� Valuation:*,-34y 64!6..000 n` ti Dear David: � t The submitted drawings have been examined for compliance with the 1994(Editi.on of the Uniform Building Code. The follayaing items should be correctec}\before the permit is issued: 1. You should ensure that the city agencies such as Planning, Zoning, PL3blic Works and the Fire Department approve of the project. I I � 1 I I I I I I 1 1 .4 4 � T I I• l' I 1 I I I I � J� - _ - I 1f. ?rA f•1 I I '.1_ r _ u I 1 • F \ � I u I - - -41=i- r 1 (L c [1 T1 I rT -1 1 r I I -T 1 S•1 1 = •I r 1 - J 1 Y { 1 I I I -I 11 J L 111 1 _I 11 I r I I I I - •. II 1 I I III I 1 • 11 1 1 2: .- --I ' rm 1 1 1 J 1 - III III :I T - I -2- PERMIT NO. 97-2361 OFFICE/WAREHOUSE for March 28, 1997 NICON INTERNATIONAL, INC. 2. Special inspection be required for: a) Concrete over 2500 p.s.i. except slabs on grade. Sec. 1701.5.1 and 1701.5.2 b) Concrete rebar where special inspection is required for concrete. Sec. 1701.5.4 c) Field welding. Sec. 1701.5.5 d) Filling and compacting. Sec. 1701.5.13 e) Note that concrete inspection is continuous during the entire pour. Sec. 1701.5.2 f) Bolts installed in concrete if stresses are increased as permitted by Footnote No. 5 of Table No. 19-E Sec. 1701.5.2 g) High strength bolting. Sec. 1701.5.6 3. The special inspector should be approved by the Building Official prior to construction. Sec. 1701.2 4. To comply with the Washington Barrier Free Code the building should have: a) Hot water lines and waste lines should be protected or guarded against contact. b) The lavatory should have lever handles. c) All doors accessible to the handicapped should have lever handles. d) Handicapped parking spaces should be provided, located the least distance to the main door and to allow access without entering a vehicular roadway not less than 96" in width, on a smooth non-slip surface. e) Handicapped signage should be provided. f) Dispensers should be mounted not to exceed 40" above the floor for the operating controls. 5. Toilet rooms should be ventilated to the exterior on separate systems. Sec. 1202.2.1 6. The vinyl base should be 5" high. Sec. 807.1.1 7. The flooring should not be vinyl tile. Sheet vinyl may be used. Sec. 807.1.1 �": ,�YY^�t aF�dxess.s�ac��a�d-b�:prc ic�ed,cax�-�i�di l3"Y�" 1rFi"thc- c , ,�•��:..1�c�.ib�-.sizes. -tie-dewns. UPC 10. Vehicles should not be stored overnight in the building. If so, the occupancy group will change and a number of code requirements will increase. 11. If exterior wall foundation (footing) is over 24" from floor to the bottom of footing, vertical bars should be installed not over 18" o.c. I i II I - I 1 I I - 11' R • �� - _- - r 1� ti • -T r I• rr I if - ji 1T . I •, -'� I - t fir' •.vl �'� - l I � V-[ L l l 1'' I• I .� I . II I I 1• I ._ T I 1 �.• I • i I 1 I - I I I I I I - -_ _ T I I (�� I I - ' ICI 1 I _ � • � - I I ' PERMIT NO. 97-2361 -3- March 28, 1997 OFFICE/WARF.IIOUSE for NICON INTERNATIONAL, INC. 12. A landing at all exterior doors should be not less than 44" in direction of exit and not over 1/2" below the threshold. Sec. 1004.9 and 1004.10 13. Exit doors should be openable from the inside without the use of a key or special knowledge, in one operation. Sec. 1004.3 14. Exit illumination and exit signs shall be provided as required by sections 1012.1 and 1313. 15. Impact glass required at: Sec. 2406.4 a) Glass in doors should be impact-resistant. b) Glass within 24" of doors. c) Glass within 18" of the floor. 16. a) If any part of the building is heated such as offices or toilet rooms, they shall comply with the Washington Energy Code. b) A thermal break or exterior insulation should be provided at the wall where the concrete floor slab contacts the .foundation wall or unheated space. c) Wall must be insulated. 17. Where is detail A/5 through the office: .S'ncerely1,� p Yr N �LL.�/YZ�J E3. Farrens, Jr. _ I I • I I- 1 I I . I . I I I � � 1 L 1] I �I _ _ R:f •3 III 1 H� - -I I �T' - • - l� N L f� I I�� 1 r -1' , I I � - •f �, r r■ I - - - Iri I �' � j i ..;I -F1 "•I� I I I I ■ I - I 1• }Y I 05/28/97 10:05 FAX 206 682 8491 VASEY ENG. (2002 Berrylf7ran der Henigar IY' 9:i!GUnsulf�rtfs, /rre• - PCn1_47411-cE Roy, ArB RESUBMITTAL DRAINAGE REVLEW CQMMENTS May 23, 1997 (2nd Submittal) ;PROJECT: Emerald Industrial Park 66th Avenue NE 1, Reference Item#1 in the May 20, 1997 Drainage Review Comments Response: The design infiltration rate(fd) of 30 inches per hour appears excessive when compared to other projects in the area. Refer to the Puget Sound Water Quality Manual and the Soil Conservation Service Soil Survey for Snohomish County. 2- Reference Item#2 in the May 13, 1997 Drainage Review Continents: Please include the report dated May 20, 1996 containing the infiltration tests with the resubmittal. 3. Reference Item#7 in the May 13, 1997 Drainage Review Comments: Please show spot elevations on the grading/drainage plan indicating how the site drains to the catch basins and the infiltration system. 4. Reference Item#10 in the May 20, 1997 Drainage Review Corrunents Response: No runoff may leave the project site either during or after construction. All runoff must be treated and infiltrated on site. 5. Reference Item#11 in the May 13, 1997 Drainage Review Comments, Please include a vicinity map with the resubmittal showing the property location relative to existing, readily identifiable features. 6. Reference Item#12 in the May 13, 1997 Drainage Review Comments: Please include a contour map of the site or include spot elevations on the grading/drainage plan. 1215 Fourth Avenue, Suite 1400• Seattle, WA 98161 tel: 206-727-2220 fox: 206-727-2216 /In fr.?irar Opportunity Employer 05/28/07 10:06 FAX 206 682 8491 VASEY ENG. 0 003 7. Reference Item*13 in the May 13, 1997 Drainage Review Comments: The proposed Temporary Silt/Settling Pond used to catch run-off from the Construction Vehicle Wash Down area shall conform to the minimum design requirements of the City of Arlington Standard Plan No. G10. David Schor:ds p-ldalarl ingtonlememI d3.doc 2. 5/23/97 i 96/28/97 10:06 FAX 206 682 8491 VASEY ENG, 2001 A BANOMITTAL _ Berryman & Henigar BS!Consultants, Inc. Henlgar6 Rox Inc. Post-It•Fax Note /�- 7671 Dat~5 pag s► 3 To �E�V e. /7ri/XRrs From C0_Dept Co. H 1 Phalle U V Phom DATE: Y 2-� / 1G� !L� Fax N Fax it maip ,/ Pt'-' Z'0 t/f87- 1680 TO: R!>6 &ex-1 rx . 2-06/ 947- 12-77 FROM: de. SC44-r COMMENTS: �'. �' : �QV+C.I' � ✓5��.� �1� �� ✓� �,�1. J��c .`1J-60�Sf35,-3`3�l0 �� /v�G.{�1 r 1�c�,-►-� � � � c�_�l�� ,�. �irtirr 3 b o� �f3�—79 y� NU MBE R O F PAGES (INCLUDING THIS COVER SHEET) 1215 Fourth Avenue, Suite 1400' Seattle, WA 98161 tel: 206-727-2220 fax: 296-727-2216 -...... . i Ma-v=19-97 03: 16P meta engineering 206 546-6436 P.01 3 m e t a e n g i n e e r i n g Paul n. Weber princlpal May 19, 1997 Project: Emerald Industrial Park 66th Avenue NE Calderwood Construction, Inc. Attn.: Bob Pearl 17455 68th Avenue, NE, Suite 102 Bothel, WA 98011 Dear Mr. Pearl: We have reviewed the "Drainage Review Comments" provided to us by Berryman & Henigar concerning the submitted project notebook. Our response to their requests are as follows: Item 1- When we conducted the percolation test to measure the infiltration rate (f) the actual rate of infiltration was too fast to measure. The water added to the percolation pit drained into the soil as fast as it was added. Therefore, we assumed an -infiltration rate (f) that was at the high end of typical f values, and thenapplied the resultant design infiltration rate (fd). Item 2 - In accordance with the City of Arlington Stormwater Management Ordinance No. 16-10, a soils analysis, infiltration test and report were conducted by our office (refer to reported dated May 20, 1996). Seven test pits were completed in early May following a winter with above average rainfall. The test pits were completed to depths up to 9.5 feet below the existing ground surface. No groundwater was encountered in any of the excavations. Therefore, we assumed the depth of the wet season groundwater table to be greater than 9.5 feet below the existing ground surface and designed the infiltration trench accordingly. C 0 M prehansIve Engineering & Design PO. Box 77806 900ttle. Washington 901 77 TEL (206) 542-8467 FAX (206) 546-6436 16 May-19-97 03: 16P meta engineering 206 546-6436 P.02 Item 3 - No Temporary Silt--- Pond will be constructed on the site due to the very small amount of topographic variation across the project site. The reference to the silt pond has been removed from the construction sequence notes. Item 4 - A: Enclosed are the calculations for a 100-year, 24-hour storm event. The King County Surface Water Management computer program "HYD" was used for this calculation. B: The results of the program indicate a required storage volume of 940 cubic feet. The volume of the proposed infiltration trench is greater than 1000 cubic feet. Item 5 - See attached revised drawing. Item 6 - The proposed conveyance pipes have been designed and drawn with a minimum slope of 0. 9'0. Item 7 - The project site is approximately flat. We believe that a temporary grading plan is unnecessary because final grading will be completed in the initial stage of site clearing. Item 8 - See attached revised drawing and details. Item 9 - See attached revised drawing and details. Item 10 - See attached revised drawing and details. Item 11 - See attached revised drawing and details. May719-97 03: 17P mata angina®ring 206 546-6436 P.03 INITIAL STORAGE VALUE FOR ITERATION PURPOSES: 15204(:U-FT ITERATION COMPUTATION BEGINS... TRIAL BOTTOM-AREA STOR-AVAIL STOR-USED PK-STAG PK-OUTFLOW 1 12720.0 15263 263 .05 1.21 2 6469.6 7703 263 .11 1.21 3 3344.4 4013 263 .21 121 4 1781.8 2138 263 .39 1.21 5 1000.5 1200 671 2.07 .69 6 780.0 936 944 3.89 .54 7 786.7 944 935 3.82 .55 8 783.2 939 940 3.86 .54 PERFORMANCE.: INFLOW TARGET-OUTFLOW ACTUAL-OUTFLOW PK-S'1'A(;I'; STORAGE DESIGN HYD: 1.39 .00 .00 3.86 940 TEST HYD 1: 1.39 .00 .00 3.60 940 ROUTING DATA: STAGE(FT) DISCIIARGE(CFS) STORAGE(CU-FT) PERM-AREA(SQ-FT) .00 .00 .0 .0 .40 .00 94.0 783.2 .80 .00 188.0 783.2 1.20 .00 282.0 783.2 1.60 .00 376.0 783.2 2.00 .00 469.9 783.2 2.40 .00 563.9 783.2 2.80 .00 657.9 783.2 3.20 .00 751.9 783.2 3.60 .00 845.9 783.2 4.00 .00 939.9 783.2 4.10 .31 939.9 783.2 4.20 .87 939.9 783.2 4.30 1.60 939.9 783.2 4.40 2.39 939.9 783.2 4.50 2.67 939.9 783.2 AVERAGE VERTICAL PERMEABILITY: 2.0 MINUTES/1NCI-I INFLOW/OUTFLOW ANALYSIS: PEAK-INFL OW(CFS) PEAK-OUTFLOW(CFS) OUTFLOW-VOL(C'(1-FT) 1.39 .00 0 INITIAL-S'1'AGE(FT) TIME-OF-PEAK(HRS) PEAK-STAGE-ELEV(FT) .00 8.00 3.86 PEAK STORAGE 940 C U-FT INFILTRATED VOLUME: 0 CU-FT SELECT PRINT-OPTION: "I"(SURFACE'•-OUTFLOW)OR "2"(1,;LIBSL11tFAC'fi-011'1'1=I.()MI) 8.50 .39 .39 3.80 20.67 .11 .11 3.45 ,� ,� ,l Mayv19-97 O3s18P meta eng-ineerIng 206 546-6436 P.O4 1114, 8.67 .24 .24 3.61 20.83 .11 .11 3.45 8.83 .24 .24 3.61 21.00 .11 .11 3.45 9.00 .24 .24 3.61 21,17 .11 .11 3.45 9.17 .24 .24 3.61 21.33 .11 .11 3.45 9.33 .24 .24 3.61 21.50 .11 .11 3.45 9.50 .24 .24 3.61 21.67 .11 .11 3.45 9.67 .24 .24 3.61 21.83 .11 .11 3.45 9.83 .24 .24 3.61 22.00 .11 .11 3.45 10.00 .24 24 3.61 22.17 .11 .11 3.45 10.17 .24 .24 3.61 22.33 .11 .11 3.45 10.33 .24 .24 3.61 22.50 .11 _11 3.45 10.50 .24 .24 3.61 22.67 .11 .II 3.45 10.67 .20 .20 3.56 22.83 .11 .11 3.45 10.83 .19 .19 3.55 23.00 .11 .11 3.45 11.00 .20 .20 3.56 23.17 .11 .11 3.45 11.17 20 .20 3.56 23.33 .11 .11 3.45 11.33 .20 .20 3.56 23.50 .11 AI 3.45 11.50 .20 .20 3.56 23.67 .II .11 3.45 11.67 .20 .20 3.56 23.83 .11 .11 3.45 11.83 .20 .20 3.56 24.00 .02 .02 3.33 12.00 .20 .20 3.56 24.17 .00 .00 .00 .,� .. . I C. INSPECTION/ACCESS BY CITY. The CITY shall have the right to access the property and erosion / sedimentation control and stormwater management facilities at reasonable times for regular inspection purposes and for regular or special assessments to ensure that the facilities are maintained and in proper working conditions to meet design requirements and any provisions established in this AGREEMENT. D. CORRECTION OF NOTED MALFUNCTIONS. The OWNER shall, at OWNER's expense, promptly correct facility malfunctions when notified by the CITY. After having given the OWNER written notice, and if the OWNER fails to correct the malfunctions within the time specified by the CITY in the notice;the CITY shall have the right to correct the malfunction of the facility and assess the OWNER the cost of all work. The CITY shall also have the right to assess the OWNER the cost of any penalties which result from the malfunction and place a lien on the property. The lien may be placed on the tax bill and collected as ordinary taxes by the CITY. E. TERM OF AGREEMENT. This AGREEMENT shall commence on the date shown below and shall remain in effect for the life of the installed systems. F. HEIRS AND SUCCESSORS. This AGREEMENT shall be binding upon and inure to the benefit of the heirs, executors, administrators, legal representatives, successors and assigns of any or all of the parties hereto. G. VENUE, APPLICABLE LAW AND PERSONAL JURISDICTION. In the event that either party deems it necessary to institute legal action or proceedings to enforce any right or obligation under this AGREEMENT,the parties hereto agree that any such action shall be initiated in the Superior Court of the State of Washington, situated in Snohomish County where the CITY is located. The parties hereto agree that all questions shall be resolved by application of Washington law and that the parties to such action shall have the right of appeal from such decisions of the Superior Court in accordance with the laws of the State of Washington. H. COMPLETE AGREEMENT. This document and referenced attachments contains all covenants, stipulations and provisions agreed upon by the parties. No agent, or representative of either party has authority to make, and the parties shall not be bound by or be liable for, any statement, representation, promise or agreement not set forth herein. No changes, amendments, or modifications of the terms hereof shall be valid unless reduced to writing and signed by the parties as an amendment to this AGREEMENT. I. FILING. This AGREEMENT, including referenced attachments, shall be filed with the County Auditor, Snohomish County. This AGREEMENT is hereby agreed to and executed this day of (month), 19_ Agreed: Agreed: Mayor Curt Hecla, Davis/Eagle Consortium City of Arlington Approved as to form: City Attorney City of Arlington 31wq-n1suuo3\Q'I Ert":) :alv(j---- -- =2IOSIAuaal2S S3I1.I'ILLR :suoneoaa rcmds so sluaurmoD :(Fajmbw ipmraa) dI.m& oiNu aquviDsia =aas ON m =aATVA IlaIVAAM'Vff OIL SaA :71OUINOD NoLloaKKOJ-SSOuO :NOLLYOOZ =aamaau IKVH x :aOvmrvua Jntuois :N1AV d x7v& MIS :sguao ON Sal =ava imuviNoD a-gvu vD OIL SaA :ama0au mquaa uatAas acts OR SRA "IVAOUcIJ d 'Zaaa HZ'IV3 H OR 99A :a=bau uuAas azis OR SaA :c[nmbau uamau uaiv& :sslun knisaa aua ivioi (C au.ta K 'za=No sIKTmAa z)ag Ro Smoimalmm A?IF'Ssaoa&T Tiv MLOA asvrlcl) :SITKO D.Ol Tmil 3o # :asa-DiNa maz =auTvl.,T LKaoDDv alVG # .ill ma is== Sicimauvaaa Sar.Trrr.T.n io 14T) EXHIBIT "A" MAINTENANCE PLAN and SCHEDULE Arlington Business Park 18932 66th Ave NE Arlington, WA 98223 Minimum Standards. The following are the minimum standards for the maintenance of private stormwater management facilities located within the city limits of the City of Arlington. The OWNER shall be responsible for the following minimum maintenance requirements, which shall be performed at OWNER's sole cost and expense: All facilities shall be inspected by the OWNER at least annually. All facilities shall be cleared of debris, sediment and vegetation when such items affect the function and/or design capacity of the facility. Grassy swales and biofilters shall be inspected monthly and mowed or replaced as necessary. Clippings shall be removed and disposed of properly. In cases where lack of maintenance or improper operation of facilities causes or contributes to a water quality problem, immediate action shall be taken to correct the problem. Buffers shall be maintained and protected, including erosion control, care of vegetation and removal of trash and obstructions. Additional Standards. The following additional maintenance standards shall be accomplished by the OWNER. (list additional standards or requirements which are applicable to the specific site or use) 31=5�MmuOAQ'MEr%"Z) �alvG ?IOSIA2Iac S�IS.IZLLfl :s[oquo a lmaads ao s uaIInucZ) :(Faimbai I!uLmcT) alAA,& OIM HDH HOSIa 'I 21aS ON Sib :21A7VA ULEVAMYEL ON SU :71O?IINOD NOLLOaNNOJ-SSOUD :NOI.LVDO'I :(E2 z)m JKVH= :aDvb vucl moZS -DNIAV a 3 7vm a(HS Sflam Q32II bau .NUS= ON Su =ava imovi oD aD v uuvD ON Su =aamOn mqxaa uatAas was ON Spa *UVAOxaaV •iaaa H17V3M ON spa :amnaax xamas azis ON Sal =aawabn azLmkT uaivA1 :Sllmn NOISHa aua avlo,L (am iu Nrza ms No sibmum0ax uo sNo=auaoo axvsszoaN=aioN Sri& :suKa Dm=z ao 'asa-qi =riu :3]KTVN I&TaOD DV ZIVCL ri S.II d ,isi=aE 7 KL?IT aaC[ S"rT.TrfT. o io ti:0 5-12-1997 11 :41AM FROM CALDERWOOD CONSTR 2064871277 P. 1 FAX COVER SHEET Caldarwood Construc6on,lnc. 17455 68th Ave. N.E. #102 Bothell, WA 98011 (206)487-1680(phone) (206) 487-1277(fax) SEND TO _ Planning &Community Develop. From Bob Pearl Attention Dato -- Dave Anderson �1 2_g7 office locan'on Ofllca location Arlin ton _ Bothell _ ax number Phone number 360-0.35-3W6 487-1680 Urgont ❑ ReplyasAP ❑ Plea¢e Comment U Please review !x-j For your information Tote!pages,Including cover• 1 CONNENTS Hi BP No. 97-2361 ..................................................Dave ..............I.......I................... .............I...................I.........�.................. Pursuant to your request I have estimated ConstruCtion co s to e ".. ...................................._.. ....the site irr .. . .. Em i.provemen .,,,Industrial Park. These ct?Sts,relate to sewer,Storm retention, on site roadwork, p and water hook-u....�.... s. Usin....the fi..,ure ayirq,.. .. er p _9 p 8. s submitted to the bank as my guideline 1 would estimate these costs to be approximately W,170.p0 The cost estimate for the storm detention nit is $4 100. It you have any questions regarding this estimate or require,addihonal information please dive me ,...... a call at 206-487 1680 Thenk you,for your help with th**'*Is***" s oroed I know you are famihar with this ................ but an hin yt .... ..you.can,do.to.help tacii�tate the Perm,t for tis�Prolga.we greatly appreciate Thankyou......... ........—.-......... ..............11.1................ . ...... .. , -.............................,......................................... .... .......Sincerely...... .........................................N..'............ ......................,.,......._................. ......:..,.,..., ...........................................................Bob:Pearl ............... ..........:. :.....................� ....:......:..::.............:....,...........'..... ..................._..,.......... :................. ................................. Bob Peayt...................................................................... ..._.......... . . ...................................... ...... ..... ............ 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APPROVAL: YES NO SIDE SEWER PERMIT REQUIRED: YES NO GARBAGE CONTAINER PAD: YES NO EXISTING REQU= CURBS: SIDE WALK: PAVING: STORM DRAINAGE: HYDRANT REQUIRED: LOCATION: CROSS-CONNECTION CONTROL: YES NO BACKWATER VALVE: YES NO SPECIAL DISCHARGE INTO WWTP (Permit required): Comments or Special Provisions: UTILITIES SUPERVISOR: DATE: C:3UILD\fmmslu_heck CITY OF ARLINGTON EROSION/SEDIMENTATION CONTROL AND DRAINAGE FACILITY MAINTENANCE AGREEMENT WHEREAS, the City of Arlington (CITY) has the power to regulate development within the city limits of the CITY; and WHEREAS, the CITY has determined that new development of private property and expansion of or changes to existing uses on private property which result in impacts to the natural or existing drainage facilities must mitigate those impacts, and WHEREAS, the CITY has adopted an ordinance, Chapter 16.10 STORMWATER MANAGEMENT, which describes the requirements for private development erosion/sedimentation control and drainage facilities, and WHEREAS,the CITY has followed the stormwater regulations set forth in the Stormwater Management Manual for the Puget Sound Basin, developed by the Washington State Department of Ecology, and included the requirements of that document into the CITY's stormwater management ordinance, Chapter 16.10, and WHEREAS, the CITY has determined that it is in the best interest of its residents and businesses to require that private erosion/ sedimentation control and drainage facilities be maintained and kept in an operational condition, and WHEREAS, Curt Hecla, Davis/Eagle Consortium 20 West Galer St Seattle,WA 98119, hereinafter OWNER, desires to develop and/or expand the facilities at 18932 66th Ave NE Arlington,WA 98223 as herein described: Arlington Business Park A 24,000 Square foot Wharehouse And Office Building NOW, THEREFORE, both the City of Arlington and Curt Hecla, Davis/Eagle Consortium mutually agree to the maintenance plan and schedule as provided for in this AGREEMENT and as described in the attached ENMIT "A„ A. GENERAL. Erosion/ Sedimentation Control and Stormwater Management Facilities shall be operated and maintained in accordance with the City of Arlington Stormwater Management Ordinance, Chapter 16.10; the Stormwater Management Manual for the Puget Sound Basin as developed by the Washington State Department of Ecology; Arlington Unified Development Code;the provisions of this AGREEMENT; approved project plans; and, any other applicable City of Arlington, Snohomish County or State of Washington requirements. B. MAINTENANCE OF FACILITIES. Curt Hecla, Davis/Eagle Consortium (OWNER), or any other person or agent in control of the property shall, at OWNER's expense, maintain in good condition and promptly repair and restore all graded surfaces, walls, drains, dams and structures, vegetation, erosion and sedimentation control measures, and other protective devices in accordance with the provisions of this AGREEMENT and as outlined in Exhibit"A". i�� ((� l: K 1 I� C. INSPECTION/ACCESS BY CITY. The CITY shall have the right to access the property and erosion / sedimentation control and stormwater management facilities at reasonable times for regular inspection purposes and for regular or special assessments to ensure that the facilities are maintained and in proper working conditions to meet design requirements and any provisions established in this AGREEMENT. D. CORRECTION OF NOTED MALFUNCTIONS. The OWNER shall, at OWNER's expense, promptly correct facility malfunctions when notified by the CITY. After having given the OWNER written notice, and if the OWNER fails to correct the malfunctions within the time specified by the CITY in the notice;the CITY shall have the right to correct the malfunction of the facility and assess the OWNER the cost of all work. The CITY shall also have the right to assess the OWNER the cost of any penalties which result from the malfunction and place a lien on the property. The lien may be placed on the tax bill and collected as ordinary taxes by the CITY. E. TERM OF AGREEMENT. This AGREEMENT shall commence on the date shown below and shall remain in effect for the life of the installed systems. F. HEIRS AND SUCCESSORS. This AGREEMENT shall be binding upon and inure to the benefit of the heirs, executors, administrators, legal representatives, successors and assigns of any or all of the parties hereto. G. VENUE, APPLICABLE LAW AND PERSONAL JURISDICTION. In the event that either parry deems it necessary to institute legal action or proceedings to enforce any right or obligation under this AGREEMENT,the parties hereto agree that any such action shall be initiated in the Superior Court of the State of Washington, situated in Snohomish County where the CITY is located. The parties hereto agree that all questions shall be resolved by application of Washington law and that the parties to such action shall have the right of appeal from such decisions of the Superior Court in accordance with the laws of the State of Washington. H. COMPLETE AGREEMENT. This document and referenced attachments contains all covenants, stipulations and provisions agreed upon by the parties. No agent, or representative of either party has authority to make, and the parties shall not be bound by or be liable for, any statement, representation,promise or agreement not set forth herein. No changes, amendments, or modifications of the terms hereof shall be valid unless reduced to writing and signed by the parties as an amendment to this AGREEMENT. I. FILING. This AGREEMENT, including referenced attachments, shall be filed with the County Auditor, Snohomish County. This AGREEMENT is hereby agreed to and executed this day of (month), 19_ Agreed: Agreed: Mayor Curt Hecla, Davis/Eagle Consortium City of Arlington Approved as o form: ity Aftorney \\j �_ /Arlington\\j EXHIBIT "A" MAINTENANCE PLAN and SCHEDULE Arlington Business Park 18932 66th Ave NE Arlington, WA 98223 Minimum Standards. The following are the minimum standards for the maintenance of private stormwater management facilities located within the city limits of the City of Arlington. The OWNER shall be responsible for the following minimum maintenance requirements, which shall be performed at OWNER's sole cost and expense: All facilities shall be inspected by the OWNER at least annually. All facilities shall be cleared of debris, sediment and vegetation when such items affect the function and/or design capacity of the facility. Grassy swales and biofilters shall be inspected monthly and mowed or replaced as necessary. Clippings shall be removed and disposed of properly. In cases where lack of maintenance or improper operation of facilities causes or contributes to a water quality problem, immediate action shall be taken to correct the problem. Buffers shall be maintained and protected, including erosion control, care of vegetation and removal of trash and obstructions. Additional Standards. The following additional maintenance standards shall be accomplished by the OWNER. (list additional standards or requirements which are applicable to the specific site or use) BJILDING r Nlcon International, Inc. DEPT. rvrrxnrnae�rrarxser, Telephone(3601 3 7 1-4012 Post Of k:e Box 1793 FaconvW 13601371-5023 Blaine.Waftrgon 99231.1793 May S, 1997 City of Arlinatan Building Department 23A N nlymr;r. Ayr, Arlington,WA 99223 Attu: David Anderson Re: Permit No.97.2361 Dear David: r -r In response to your letter dated April 3, IY97.I have addressed your cammen"in the order and number that corresponds toAc items presented in your letter.As architect for the project, I will be only addressing those items that relate to my disciple.Issues regarding infrastructure, at.ut,t.ual%:.�; l;sag 4u^i d=like will be wMrzsaod by odrers. ky comntenrs are as toiiows: Item NI:You should insure that the City agencies such as Plaruring,Zoning,Public Works and the Fire Departmcut approve of the project. Comment:Accompanying your oornments are those generated by the agencies mentioned. Some of the item mentioned will be addressed by others.No agency suggests that the �l project will not be approved.With the=nn=ts presented,I trust that the project is approved subject to addressing the items outlined in your letter and their listing of convnmts ,D�W �>tem 02: Spocial inspection Shall be required for-Concrete,Field welding,Filling& Compacting,Concrete Pour, Bolts installed in concrete,&High Strength Bohing. Comment: This comment appears to be informational in nature.If such statements are requested to be applied to the drawings they should appear on the structural drawings and not the architectural. s Item 013:The special inspector should be approved by the Building Official prior to f�i Onsw -tion X76mmeJnt: Refer to structural comments and the general contractor the company to ��' , 8� ng�8 Pant be used if required of this project. Item 94: To comply with the Washington Barrier Free Code the building should have: Iv1AY 9 11997 CITY OF A,RLIh GT(1 -)N x� � � .fir � ..►! a)Hot water lints and waste lines should be protected or guarded against contact. Comment:This has been stated in the drawings at time of submission. See general notes, Drawing#6. b)The lavatory should have lever handles. Comment:The general notes state that the flush controls shall comply with Section 1106.3.Section 1106.3 stares:Handles,pulls, larches, locks, and other operating devices on doors, windows, cabinets,plumbing fixtures, and storage facilities, shall have a lever or other shape which will permit O� operation by wrist or arm pressure and which does not require tight grasping.pinching or twisting to operate. Doors shall comply with Section 1104. The force ro activate controls on lavatories and waterfountains and flush valves on water-closets and urinals shall not be greater than S pounds The requirement has been previously stated in the drawings.No additional information required. e)All doors accessible to the handicapped should have lever handles. Comment: See statement above. d)Handicapped parking spats should be provided,located the least distance to the main door and allow access without entering a vehicular roadway not less than 96"in width, on a smooth non-slip surface. Comment: The general notes states that the building and site will be accessible to the handicapped as required under the latest edition of the Washington State Handicap Code.Tbc site plan shows two handicap stalls located in the two parking arms adjacent to the building in question.A five foot,uninterrupted asphalt walkway has been provided. See Sheet A-2. e)Handicapped signage should be provided. Y-Comment: The general notes states that signage will be provided.See General Notes eSheet. 4 Dispensers should be mounted not to exceed 40"above the floor for the operating controls. Comment: See Creneral Notes.for mounting heights of dispensers. See bathroom elevations for mounting heights to the operational portion of the towel dispenser.Drawings show 40". Item I)15:Toil founts should be ventilated to the exterior on separate system. mment: This item to be addressed by mechanical subcontractor. Mechanical work O is designed bid. i I � � �. Item W The vinyl base should be 5"high. Comment:Vinyl bases have been shown on the drawings. Unfortunately they were drawn at 6"light,but not specifically called out on the drawings. The contractor shall provide vinyl bases with a minimum height of 5". Item 07:The flooring should not be of vinyl tile. Short vinyl may be used. f9�— Comment: Sleet vinyl is anticipated to be used. Item#8: Vehicles should not be stored overnight in the building.If so,the occupancy group t will change and number of code requkcrni;nts will increase. Commen :Vehicles are not intended to be stored in the build; . tem 09:If exterior wall foundation is over 24"from floor to the bottom of footing, vertical bars should be installed not over 18"o(c. f Comment:This is a structural issue and shall be addressed by the structural engineer. u Item 010:A landing at all exterior doors should be not less than 44"in direction of exit and not over 1/2"below duabold. r0� Comment:All doors open onto the asphalt surfacing. The minimum clear dimension shown on the site plan is 60 inches.The asphalt surfacing is flush to the entry doors and overhead doors. Item#11:Exit doors should be operable from the inside without the use of a key or special knowledge,in one operation. Comment:There is an exception to this requirement.The code states that a readily L visible,durable sign on or adjacent to the door states THIS DOOR MUST O` REMAIN UNLOCKED DURING BUSINESS HOURS,then the key locking hardware may be used.Final locking hardware and signage will be addressed as needed to meet the code,the approval of the building official and the future tenants needs. At this time the majority of the building is not leased. Item#12: Exit illumination signs shall be provided as required by sections 1012.1 and 1313. Comment:nis has been stated in the general notes for the buikiing. Note,exit signs arc only required when the occupant load is such that the space in q=)tion requires two exits. This may be the cage in the majority of tenant spaces within the building. Item#13: Impact glass required at: Section 2406.4. Comment:All glass in the project is tempered glass due to its proximity to doors. �. ,� �' I • �� I I r Item N14: a)If any part of the building is heated such as offices or toilet rooms,they shall comply with the Washington Energy Code. Comment:The building complies with the Washington Energy Code. Calculations Y have boon provided by the modumical subcontractor,Cory Heating. b)A thermal break or exterior insulation should be provided at the wall where the concrete floor slab contacts the foundation wall or unheated space. Comment:The perimeter of the building slab is insulated with R-10. See foundation detail provided by structural engineer. c)Wall must be insulated --- , Comments:Walls and ceilings are insulated as required by the Washington State Energy Code.Walls are insulated to R-13. Ceilings arc insulated to R-30. See energy calculations provided by meclu nical contractor,Cory Heating_ Item#15:Where is detail A/S through the office. t Comment:A/S is on shoot S.The wall section is similar to the bath section as called out in the drawings. Thank you for this review.I trust that these responses meet the intent of the Uniform Building Code and your letter dated,April 3, 1997. if you have any questions,please call our office. Z tchard Moon I >I�IIE OF `tom I �✓_......... R MAY-13 TUE 14:38 F, 02 r ve"VIBorrymMn & .�llO01par Cnnsullnn ls, Inc. Henigw'4 Ray,Inc. i P May 13, 1997 CONTENTS: Conmients List B&H P.C.#: 40047,00 PROJECT: Emerald Industrial Park i 66th Avenue NE Calderwood Construction, Inc, ' ATTN,-, Bob Pearl 17455 68th Avenue, NE, Suite 102 k; Bothel, WA 98011 g Ph. (206) 487-1680 Fax: (206) 487-1277 To the Applicant: The City of Arlington is utilizing Berryman&Henigar for grading, drainage and flood plane review services; it is B&H's goal to provide a quality review and minimize the impact of third party review on the applicant. Please note the items listed below so you will better understand our role in the City review process and avoid delay in processing plans through Berryman& Henigar. f 1. Berryman &Henigar's review encompasses the grading, drainage and flood control portions of the City of Arlington's Storrowater Management Ordinance (16.10),Flood Plain Ordinance(16.28), Flooding Hazards Ordinance(16-24), and the Stonttrvater Management Manual for the Puget Sound Basin, 2. When addressing items on the correction list, please explain how the• item was resolved in a response letter. Any new or revised information, which relates to the correction items, should be referenced. 3. Please resubmit all information to Berryman & Henigar for further review purposes. The number of corrected drawing sets should be in accordance with the City of Arlington submittal requirements. Once final approval is obtained, you will be notified by the City on the status of the permit application If you have any questions regarding any of these items, please let us know. 4 Berryman &Henigar , 1215 Fourth Avenue, Suite 1400 Seattle, WA 98161 (206) 727-2220 (206) 727-2216 i, cc: David W. Anderson -City of Arlington 1215 Fourth Avenue, Suite 1400 ••Seattle.WA 98181 tel, 206-727-2220 fax: 206-727-2216 --- - An Equal OppnHi mrly r"nlplr•7yw MAY-13-SP TUE 14:40 P. 03 ,'r Berryman & 11Vn1fiFar r RIBS/C0IISU!Ia61S, Inc. . • _Hangar&Ray ffic i h I)R,A.INAGE REVIEW COMMENTS May 13, 1997 r PROJECT. Emerald Industrial Park 66th Avenue NE 1. The Stormwater Management Manual for the Puget Sound Basin, Section III-3.4 and Section I11-3.6.2 require that the design(fa)be one-half of the soil infiltration rate(f). Please verify values used in the analysis meet this requirement for the wettest season. 2. In accordance with the City of Arlington Stormwater Management Ordinance No. 16.10, a soils analysis, infiltration tests and a report are required for all proposed infiltration systems. Additionally, the Stormwater Management Manual for the Puget Sound Basin, Section 111-33.2 requires that the bottom of the proposed infiltration basin be a minimum of 3 feet above the wet season groundwater table. Please Include documentation with the resubmittal. 3. Please show the location of the Temporary Silt Pond referenced in Construction Sequence Note 45. Include check dams as necessary to slow the flow to the Temporary Silt Pond. Check dams shall conform to the minimum design I requirements of City of Arlington Standard Plan No. 05. � 4. The intent of the 1000 sq. ft. min, infiltration basin design appears to be to fully contain and infiltrate all stormwater on site. If this is so, please provide with the resubmittal, calculations verifying that the 100-year storm is fully contained. A. Confirm that calculations represent the 100-year, 24 hour event. B. The infiltration basin area in the hydrology calculations appears different from the area shown on the plans. Please confirm the current design. Otherwise, please provide with the resubmittal, a plan with all supporting ! calculations for controlling the peak rate of runoff from the site to within the existing peak rate generated by the 100-year storm, Include definitions of the commands and notations, input values, etc. t S. Please show all pipe lengths on drawings. , 6. Though not mandatory, a 0.5%minimum slope for the proposed conveyance pipes r will provide self-cleaning water velocities and minimize maintenance expenses for the owner, 1215 Fourth Avenue,•Suite-- 14(i0 • Seattle, WA 98161 tel: 206-727-2220 fax: 206-727.2216 + An F, iml 0ppurlunrfy EnrployPr .�` �, :, _ r I` I MAY-13-a7 TUE 14:42 P, 04 7. Please include temporary and final grading plans for the existing and proposed site development. 8. Siltation Fence details shall conform to the minimum design requirements of City of Arlington Standard Plan No. G2. 9. Construction Entrance details shall conform to the minimum design requirements of City of Arlington Standard Plan No, G12. 10. Please provide with the resubmittal, details for the 4" High AC Berm indicated on the Erosion and Sediment Control Plan,. Show clearly how the berm (curb'?) directs water towards the project site. 11. In accordance with the City of Arlington Stormwater Management Ordinance No. 16.10, please provide a vicinity map with the resubmittal showing the property location relative to existing, readily identifiable features. 12. In accordance with the City of Arlington Stormwater Management Ordinance No. 16.10, please provide a contour map with the resubmittal showing the property boundaries and the complete drainage system for the proposed site. 13. Ensure that all details referenced on the Erosion and Sediment Control Plan are clearly marked, Reference is made to details A-1, A-2, and A-3. The corresponding details, however, are not marked A-1, A-2, and A-3, 14. The following comments apply to the Erosion/Sedimentation Control Notes' #3, - Show clearing limits on the plans #8. -Replace with the following: "All exposed and unworked soils shall be stabilized by suitable application of BMPs. From October 1 to April 30, no soils shall remain nnstabilized for more than 2 days. From May 1 to September 30, no soils shall remain unstabilized for more than 7 days." #11. -Add a Construction Vehicle Washdown pad detail that conforms to the minimum design requirements of City of Arlington Standard Plan No. G12. 15. In reference to the submitted Construction Sequence Note #9., provide catch basin Erosion Control Collar details that conform to the minima n design requirements of City of Arlington Standard Plans No. G8 and G9. 16. Please provide details for all proposed manholes, catch basins and grates, Such details shall conform to the minimum design requirements of the appropriate City of Arlington Standard Plans No. SD2 to SD7. 2 5/13197 MAY-13-a7 TUE 14:44 P. 05 17. Per the Stormwater Management Manual for the Puget Sound Basin, Minimum Requirement #1; Erosion and Sedimentation Control, ESC #12: ,Add the following note to the Plans: "Dewatering devices shall discharge into a sediment trap or sediment pond." 19. Per the Stormwater Management Manual for the Puget Sound Basin,Minimum Requirement #1; Erosion and Sedimentation Control, ESC #13: Add the following note to the Plans: "All pollutants other than sediment that occur on-site during construction shall be Dandled and disposed of in a inanner that does not cause contamination of stormwater." 19, please note that 8 1/2" x 11" Erosion and Sedimentation Control plans, notes and details need to be part of the construction plans and must be on site at all times during construction. 20. Please include Financial Liability instruments for Erosion and Sediment Control Facilities and the Stormwater Management/Drainage System in the Project Notebook, David Schor:ds p:ldslarling tonlemeratd 1.doe 3. 5/13/97 d� � I dr i 1 I CALDERWOOD CONSTRUCTION, INC. 17455 - 68th Ave. N.E., Ste. 102 • Bothell, WA 98011 (206) 487-1680 FAX (206) 487-1277 May 5, 1997 Michael Pawlak, P.E. Berryman&Henigar 2101 Fourth Ave. Suite 320 Seattle, WA 98121 Subject: Emerald Industrial Park Dear Mr. Pawlak, In response to your letter of submittal requirements for drainage and erosion control of projects, a"Project Notebook" has been compiled to comply with your review requirements. The owners have been in contact with the City of Arlington Building Department and it was agreed that items 7 and 11 would be addressed by them directly with the city. As a consequence, those two items are not addressed in the "Project Notebook" herein submitted. If you have questions regarding this arrangement, please contact John Burkholder of the Arlington Building Department. If you need contact with Paul Webber of Meta Engineering, please contact our office and we will make sure that a timely response be made. Please keep us informed of any developments or needs regarding the subject property and any assistance we can be. Thank you. Sincerely, 1 ,I Bob Pearl Calderwood Constr., Inc. NEMIN Am� 1 .. No 0 - - _ 1 11 - - - - . 110 mummo M I � t- - � . te ■ � �■ ■ IM I ■ Z ■ ■ ■ Z ■ %al tit ■ I ■ ■ ■ 1 ' m EN I ' MEMO ■ M ■ ■ INIMEME ■ Lim ■ ■ M j ■ No ■- - - . - 1 -1 � � EN ■ INIMEN � ■ EN INESIMENIN rNOWN 0 0 1 � I §Cjm ■ + ■ — 16 — — ,■ - — - 1 11 — - — - 1 - ` ti 1 IP 1 ■ ■ ■ EN ' � ■ � ' � ' ■ ■ MEM ■ ENE ' ■ 1. ! ■ ■ ■ ■ ■ ' ■ ■ ■ ■ 1 ■ ■ ■ 1 1• _1 ■ ■ ■ IY ■ M I 0 so EN ■ otol■ ■ ■ ■ �I 1 L 1 ■ ■ ■ 1 L ■ ■ -E ■ ' ■ ■ ■ ■ ■ 1 j ■ iA � ■ ■ ■ �, EN r Nicon International, Inc. rvrrwrcrnenarsaryt�t Tdephone(360)371401Z Post OlfKe Box 1793 Facsxnlle(3601 371-5023 Blaine,Washington V6231.1793 May 3, 1997 Citv of Arlin&= Building Department 7.3R N nlvmrir. Avg, Arlington,WA 98223 Attn: David Anderson Re: Permit No.97.2361 r Dear David: In response to Your letter dated April 3, 1Y97,I have addressed your cnmm Ws in the order and number that corresponds to the items presented in your letter.As architect for the project, I will be only addressing those items that relate to my disciple.Issues regarding infrastructure, ateu�lusal u u cum,mnl dm liku will bo addreasod by o&crs. ky comments are as tottows: Item NI:You should insure that the City agencies such as Fiviriing,Zoning,Public Works and the Fire Department approve of the project. Comment:Accompanying your continents are those generated by the agencies mentioned. Some of the item mentioned will be addressed by others.No agency suggests that the project will not be approved.With the comments presented,I trust that the project is approved subject to addressing the items outlined in your letter and their listing of conun rts. Item M2. Special inspection shall be required for.Concrete,Field welding,Filling& Compacting,Concrete Pour,Bolts installed in concrete,&High Strtwgth Bohing. Comment: This cmn att appears to be informational in stature.If such statements are ' requested to be applied to the drawings they should appear on the structural drawings and not the architectural. Item#3:The special inspector should be approved by the Building Official prior to construction. - Comment: Refer to structural comments and the general contractor regarding the company to be used if required of this project. Item 1f4:To comply with the Washington Barrier Free Code the building should have: �� I a)Hot water lines and Haste lines should be protected or guarded against contact. Comment:This has been stated in the drawings at time of submission. See general notes, Drawing#6. b)The lavatory should have lever handles. Comment:The general notes state that the flush controls shall comply with Section 1106.3.Section 1106.3 states:Handles,pulls, latches, locks, and other operating devices on doors, windows, cabinets,plumbing fixtures, and storage facilities, shall haw a lever or other shape which will permit operation by wrist or arm pressure and which does not require right grasping,pinching or twisting to operate. Doors shall comply with Section 1104. The force to activate controls on lavatories and waterfountains and flush valves an water-closets and urinals shall not be greater than 3 pounds The requirement has been prmously stated in the drawings.No additional information required. e)All doors accessible to the handicapped should have lever handles. Comment: See statement above. d)Handicapped parking spaces should be provided,located the least distance to the main door and allow access without entering a vehicular roadway not less than 96"in width,on a smooth non-slip surface. Comment:The general notes states that the building and site will be accessible to the handicapped as required under the latest edition of the Washington State Handicap Code.The site plan shows two handicap stalls located in the two parking areas adjacent to the building in question.A five foot,ucuntern,pted asphalt walkway has been prwidod. See Sheet A-2_ e)Handicapped signage should be provided. Comment:The general notes states that sigmV will be provided.See General Notes Sheet. 4 Dispensers should be mounted not to exceed 40"above the floor for the operating controls. Comment:See General Nvtes.for mounting heights of dispensers. Sec bathroom elevations for mounting heights to the operational portion of the towel dispenser.Drawings show 40". Item#5.Toilet rooms should be ventilated to the exterior on separate system. r Comment:This item to be addressed by mechanical subcontractor. Mechanical work is designed bid. it Item N6:The vinyl base should be S"high. Comment: Vinyl bases have been shown on the drawings. Unfortunately they were drawn at 6"high,but not specifically called out on the drawings. The contractor shall provide vinyl bases with a minimum height of S". Item 07:The flooring should not be of vinyl tile. Sheet vinyl may be used. Comment:Sheet vinyl is anticipated to be used_ Item#8:Vehicles should not be stored overnight in the building. If so,the occupancy group i will change and number of code requirenr=ts will increase. Comment:Vehicles are not intended to be stored in the building. Item 09;If exterior wall foundation is over 24"from floor to the bottom of footing, vertical bars should be installed not over 18"o1c. Comment:This is a structural issue and shall be addressed by the structural engineer. Item M10:A landing at all exterior doors should be not less than 44"in direction of exit and not over 1/2"below threshold. Comment:All doors open onto the asphalt surfacing.The minimum clear dimension shown on the site plan is 60 inches.The asphalt surfacing is flush to the entry doors and overhead doors. Item#11: Exit doors should be operable from the inside without the use of a key or special knowledge,in one operation. Comment:There is an exception to this requitement.The code states that a readily visible,durable sign on or adjacent to the door states THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS,then the key locking hardware may be used.Final locking hardware and signage will be addressed as needed to meet the code,the approval of the building official and the future tenants moods. At this time the majority of the building is not]cased. Item#12: Exit illumination signs shall be provided as required by sections 1012.1 and 1313. Comment: This has been stated in the general now for the building. Note,exit signs are only required when the occupant load is such that the space in question requires two exits. This may be the case in the majority of tenant spaces within the building. Item#13: Impact glass required at:Section 2406.4. Comment:All glass in the project is tempered glass due to its proximity to doors. :. V I Item#14: a) If any part of the building is heated such as offices or toilet rooms,they shall comply with the Washington Energy Code. Comment:The building complies with the Washington Energy Code. Calculations have ban provided by the mechanical suhContractor,Cory Heating. b)A thermal break or exterior insulation should be provided at the wall where the concrete floor slab contacts the foundation wall or unheated space. Comment:The perimeter of the building slab is insulated with R-10. See foundation detail provided by structural engineer. c)Wall must be insulated Comments:Walls and ceilings are insulated as roquirod by the Washington State Energy Code.Walls are insulated to R-13. Ceilings are insulated to R-30. See energy calculations provided by mechanical contractor, Cory Heating_ Item 015:Where is detail A/S through the office. t Comment:A/S is on AM S.The wall section is similar to the bath section as called out in the drawings. Thank you for this review. I trust that these responses meet the intent of the Uniform Building Code and your letter dated,April 3, 1997. If you have any questions,please call our office. SincetNICDymoRichard FivcQA ATE OF �� a . � I r Nicon International, Inc. rvz►%rM" re>ephum 1360)371-407Z Post QF'Me Box 1793 FaCpmfle(3601371-5023 81ame.Walfungton 178231.1793 May S, 1997 City of Arlin" Building Department 7.3R N nlympir. Ave., Arlington,WA 99223 Attn: David Anderson Re: Permit No.97.2361 Dear David: In response to your letter dated April 3, 1y97,I bave addressed your cnmment9 in the order and number that corresponds to the items presented in your letter.As architect for the project,:- I will be only addressing those items that relate to my disciple.Issues regarding infrastructure, at,u%,tuial uMPa,w,ns w,d dic lilt will be aLklrmsW by odiers. my comments are as follows: Item NI:You should insure that the City agencies such as Planning,Zoning,Public Works and the Fin Department approve of the project. Comment:Accompanying your comments are those generated by the agencies mentioned. Some of the items mentioned will be addressed by others.No agency suggests that the project will not be approved.With the comments presented,I trust that the project is approved subject to addressing the items outlined in your letter and their listing of comments, Item M2: Special inspection stall be required for.Concrete,Field welding,Filling& Compacting,Concrete Pour,Bolts installed in concrete,&High Strength Bolting. Comment:This comment appears to be informational in nature.If such statements are ' requested to be applied to the drawings they should appear on the structural drawings and not the architectural. Item#3:The special inspector should be approved by the Building Official prior to construction. Comment: Refer to structural comments and the general contractor regarding the company to be used if required of this project. Item#4:To comply with the Washington Barrier Free Code the building should ha E,VVE iT.e CF APiL 4GA ON _ �, • �A a)Hot water lines and waste lines should be protected or guarded against contact_ Comment:This has been stated in the drawings at time of submission. See general notes, Drawing#6_ b)The lavatory should have lever handles. Comment:The general notes state that the flush controls shall comply with Section 1106.3.Section 1106.3 states:Handles,pulls, latches, locks, and other operating devices on doors, windows, cabinets,plumbing fixtures, and storage facilities, shall haw a lever or other shape which will permit operation by wrist or arm pressure and which does not require right grasping,pinching or twisting to operate. Doors shall comply with Section 1104. The force to activate controls on lavatories and waterfounrains and flush valves an water-closets and urinals shall not be greater than 3 pounds The requirement has been przviously stated in the drawings.No additional information required. c)All doors accessible to the handicapped should have lever handles. Comment: Sec statement above. d)Handicapped parking spaces should be provided,located the least distance to the main door and allow access without entering a vebicular roadway not less Ow 96"in width,on a smooth non-slip surface. Comment:The general notes states that the building and site will be accessible to the handicapped as required under the latest edition of the Washington State Handicap Code.The site plan shows two handicap stalls located in the two parking area adjacent to the building in question. A five foot,uninterrupted asphalt walkway has been prvvkw. See Sheet A-2. e)Handicapped signage should be provided. Comment:The general notes states that signage will be provided. See General Notes Sheet. Q Dispensers should be mouatod not to exceed 40"above the floor for the operating controls. Comment:Sec General Notes.for mounting heights of dispensers. Sec bathroom elevations for mounting heights to the operational portion of the towel dispenser.Drawings show 40". Item MS:Toilet rooms should be ventilated to the exterior on separate system. Comment:This ite n to be addressed by mechanical subcontractor. Mechanical work is desiFncd bid. ,f - �Y 1 Item N6:The vinyl base should be S"high. Comment:Vinyl bases have been shown on the drawings. Unfortunately they were drawn at 6"high,but not specifically called out on the drawings. The contractor shall provide vinyl bases with a minimum height of S". Item M7:The flooring should not be of vinyl tile. Sheet vinyl may be used. Comment: Sheet vinyl is anticipated to be used_ Item M8:Vehicles should not be stored overnight in the building.If so,the occupancy group will change and number of code roquircutcnts will increase. Comment:Vehicles are not intended to be stored in the building. Item 09:If exterior wall foundation is over 24"from floor to the bottom of footing, vertical bars should be installed not over Is"o/c. Comment:This is a structural issue and shall be addressed by the structural engineer. Item#10:A landing at all exterior doors should be not less than 44"in direction of exit and not over 1/2"below threshold. Comment:All doors open onto the asphalt surfacing.The minimum clear dimension shown on the site plan is 60 inches.The asphalt surfacing is flush to the entry doors and overhead doors. Item 011:Exit doors should be operable from the inside without the use of a key or special knowledge,in one operation. Comment:There is an exception to this requitement.The code states that a readily visible,durable sign on or adjacent to the door states THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS,then the key locking hardware may be used.Final locking hardware and signage will be addressed as needed to meet the code,the approval of the building official and the future tenants needs. At this time the majority of the building is not leased_ Item#12. Exit illumination signs shall be provided as required by sections 1012.1 and 1313. Comment:This has been stated in the general now for the building.Note,exit signs are only required when the occupant load is such that the space in question requires two exits. This may be the cage m the majority of tenant spaces within the building. Item#13: Impact glass required at: Section 2406.4. Comment:All glass m the project is tampered glass due to its proximity to doors. I 7 r T Item 014: a) If any part of the building is heated such as off'iccs or toilet rooms,they shall comply with the Washington Energy Code. Comment:The building complies with the Washington Energy Code. Calculations have been provided by the mechanical subcontractor,Cory Heating. b)A thermal break or exterior insulation should be provided at the wall where the concrete floor slab contacts the foundation wall or unheated space. Comment:The peril a of the building slab is insulated with R-10. See foundation detail provided by structural aWincer. c)Wall must be insulated Comments:Walls and ceilings are insulated as required by the Washington State Energy Code.Walls are insulated to R-13. Ceilings arc insulated to R-30. See energy calculations provided by mechanical contractor,Cory Heating- Item#15:Where is detail A15 through the office. t Comment:A/5 is on sheet 5.The wall section is similar to the bath section as called out in the drawings. Thank you for this review. I trust that these responses meet the intent of the Uniform Building Code and your letter dated,April 3, 1997. If you have any questions,please call our office. Since - t NICO pyn� M4ichard MconI OF WON 1 "1�r/�"J.J MEMO To: Emerald Industrial From: Marc Hayes Subject: Site review comments Date: April 2, 1997 1. Supply city with traffic generation data- ADT ,Peak hours , Routes , Etc. 2. All CB's over 5' from rim to invert must be type II, CB # 3&4 exceed 5'. 3. Entrances must be paved, a minimum of 40' in width at roadway abutment and extend into property 30'. Entrances must slope back to property. 4. Frontage improvements on both 66th Ave. and 63rd Ave. Must be addressed. 5.Install stop signs at all exits. a MAY-23-97 FRI 9:38 P. 01 7. Reference Item#13 in the May 13, 1997 Drainage;Review Comments., The proposed Temporary Silt/Settling Pond used to catch run-off from the Construction Vehicle Wash Down area shall conform to the minimum design requirements of the City of Arlington Standard Plan No. G 10. David Schor;ds p;ldMa rlingtonlemerald1doc �' it FROM JOHN H FARRENS JR. 03.28. 1997 16:56 P. 1 Y'lYrr7I./'ILE MAN,4l' SSTON W ',,,R SfJ[itaJ. No. of Pages'.. (Includiruj Covor Elm; VVA CoMML-TM II• i e „ai /MLIISiGTON l�. FROM JOHN H FARRENS JR. 03. 28. 1997 16:56 P. 2 P1110 111' Pg.). 97--2361 Orr'IQVwARt;1-100F),L for March 28, 1997 NICON INui,, ,V TTONAL, I7gC. 18932 - 66th avc4nue, N.F. Arlington, WA AlUiT11M Dymond Richarcl Nicoll =TN7EFR: H. N. Lelztinen - Building Chandler P. Nangia - Metal Building CODE DATA OCCUPANCY CTt(JUPS: M (War.ehouses) & S (Offices) TXPE OF CONSTRUCT10N; I1-N Sprinkled SRPARATIft9: 14or.th = 45 fert East = 60 feet (Scaled) Soutn = 25 feet (Setback) W08t = 76 feet to existing building BASIC ALT-GwA IZ ARrA: Groups B & M is 12,000 S.F. AL.LOWAKE INCR%&;r MR SPRDKLER: Triple basic. aroa. BUILDING.> ON SMV.; PFC.)Pr-,m Y: Shall have- all &slam-d prol..*r.ty sine bx-.tw(x n the buildings, locAtod so 1.x)Uz miply. AFCA INCR1.AS1:5: Areas may be inc:rt�Zsod +n►hero th.e di.st3nco to ld-ie prol:,ert::y line is more then 20 feet o1i three at 2.5% t'i)V-.8 U)e )Idni.mwr yard less, 20 feet. (76/2 = 38' - 20' = 18 X 2.5% - 45%) 45% of 12,000 = 5,400 S.F. + 12,000 S,F. - 17,400 S.F. times 3 .for the sprinkler = 52,200 S.F. BUILDING AREA. 24,000 S.Tr. Thilets = 12 X 17 = 204 S.F. 18 X 17 = 306 S.F. yS,F, Office 15 @ 165 S.F. s.F. Warehouse - 23,325 S.r, OCCUPANT LOAD: Area/occupant lead f.otor (500 = 24,000/500 = 48 VALUATION: 675 X $59.40 X .88 = $35,284.00 (Office and toijet.$) 23,325 x $24.00 X .88 492,624.00 (Warehouse) -M'1M"- PERMIT F4E: $2,707.75 PLAN CIW< FEE: $1,760.04. The submitted drawings have boon oxamined For ocxq)liance with the 1g94 Wition of the Uniform Building Code. The follawitxg itentis should l:e corroctedl before the permit is issued: XYou should en8L1r0 that. the city agencies sucil as Planning, Zon,i.nc�, PL9-.)J.c,- ks cu-Ld U-x' Pire.. DepAr.timnt Vprove of vie. project. FROM JOHN H FARRENS JR. 03. 28. 1997 16: 57 P. 3 rEraMr.T NO. 97-2361 rarrICL/WMHURw^r for Maxch 28, 1997 NICON 1N17j-, '4ATIoNl�1:.,, INC. 2. Special inspoction ghotilA be r(�quired for: a) Cbncroto over 2500 p.s.i. except slabs on grade. See. 1701,5.3. and 1701.5.2 b) Concrete rebar where scXlc;ia], inspection is required for conc:ret-c% Sec. 1701.5.4 c) Field woldinq. Sec. 1701.5.5 d) Filling Fvk9 ooml:�zcting. Sec. 1701,5.1.3 e) Note that ooncrotr inspection is continuous during the entire pour. Sec. 1701.5.2 f) Bolts in concrete if stresses are increased as lx?rr,i.t_cecl by Footnote No. 5 of. Table ram,. 19-a1, Sec. 1701.5.2 g) High strength }x)lting. Sec. 1701.5.E 3. The special inspector slu)uld be appmved ley the Building Cf:f i.c,ial pr.i(r. toconstruction. Sec. 1.701..2 4. 7b ccml)ly with the Washington Bar.r.?er- Free Cie the building should have.s a) lint water. lines and wasto lines shoul(l )j(*, prot:.ectc-d or (A1ar(3ed against contact. b) The lavatory shoul:l have lever haru3les. c) All doors accessible to the h znd icapperl should have Lever, d) I1andi.cappec.1 p tj.]ting Spaces shoul(I b* pm. vided, located Y1jc leant: distance to the nmin door a►-4 to allow acc( s without entering m vehicular- roadway not less than 96" in width, on a. snnoth non-slily surface, e) liandicapix-d sign je s1-10111.r3 be. provided. f•) Dispensers s)xould he mounted not to exceed 40" above the floor for the operating cont:rol.s. Toilet rocns slurul.(- be ventilated to the exterior, on separate systems. I.� The vinyl. N e should he a" high. Sec. 807.1,1 The flooring, sh.ouhl not h* vinyl tile, Shot vinyl may be usecl. S . 807.1.1 XN A street address :4)uld be. provided on the bu.ildi ng vi.sibl.e from tho str:e�acta legible s i.zo. t water heatems should heave seismic tie-coins. UPC 10. Vehicles should not. )x stored overnigl-it in the building, if so, V-ie occnrl,aan(-.- r group will change aaul a r ober. of code requirements will inomase. 11. If e-xteri.or wa11 foundation (foot:inq) is over 24" frown .fl.00r to the lx)t.tcrm of footing, vertical bars should be insta,11M rn)t. over la" o.c. s E' FROM JOHN H FARRENS JR. 03.28. 1997 16:57 P. A PER41T NU, 97-2361 -3- March 28, 1.997 OFPICE/WAR711OUSL for N100N =. -IVATIa7 AL, INC, 12. A landing at all exterior doors shou]_cl be not less than 44" in dirc�etioli Of exit and not over: 1/2" below the threshold, Sec. 1004.9 and 1004.10 13. Exit doors shoulci be oj.x-nable from. the j.risi(le witi-)out tj)e ,so. of- a key or spevial knowlr+.dge, in o11n oreraLion. Sec. 1004.3 14. F�cit i11.1:Jni.nal.-ion and Exit signs shall be provide as require by Sections 1012.1 Hrxl 13].3. 15. In}pact glass rncpiirod at: Sec. 2406.4 a) Glass in doors shotil Ci i,e impact-resistant. b) Glass within 24" of doors. c) Glass within 18" of the floor. 16. a) If any part of t)i(- bujllding is hooted such as offices or toi.lef- rooiof that' shall comply with the Washington F-I-sergy Code, b) A thermal broak or exterior. insulation Should be provideYl at the wall. where the ooner-k(ct flcx)r slab =A-acts the .foul.nation wall or imheatnl space, c) Wall must be insulate(?.. 17. Where is detail A/5 through the office: 1XVrely, ,l fi. Parrens, Jr. ***END*** _ r. i 5-14-1997 10: 15AM FROM CALDERWOOD CONSTR 2064871277 P- 1 1 FAX COVER SHE T Ca/derwood Construction,ine. 17455 68th Ave, N.E. #102 Bothell, WA 98011 (206)487 1680(phone) (208)487-1277(fax) SEND TO - Building Dept. From Bob ---�� Bob PeaA Attertdon --------- oato _ Dave Anderson5-1497 Oft&location CthCe locabionBo / Arlington _ Bothell______ Fax number Phone number j :isaasssso6 487•1 raft Urgjent U ReptyASAP L7Please comment ) Please revlesv For your Information Total pages,Including cover.' COMMENTS RE: BPti 87-2361 ..........., Hi Dave.............. ........... ............................I .............. .... In accOrd8rlCe Witt1 !our conversation with Tom repardiin�the:Drainiai'ee Review Comments on the Emerald I i dustr i al.prof®d,.wa ara werif inp,that the en ineer That designed the dray Ap..pian that was,submitted,is addressing all the items of the review. We confirmed with him his receipt of the.comments and.he is currentlx.obtainin.p,the C.itx,of Arlinaton Ord n- antes referenced to insure full aomplianee. Calderwood Construction is committed to havir ................ aspects of the above referenced„project be.............................. n full.co!ppliance.with th ......... Cityot Arlington s require ments and (ook toiward to woricinp with the building dept.`and the other city agencies invoivcd. ................................ ............................ m this project.. We.wish to personally thank.You and John Burkholder for,all the h1. elp,you ve been Now that WL've gone through the process.we canbe.more complete and have a smoother transition relatir> to the permRt�ng and construction phases Aaln thank xou tor.all your effo _ rts. ........................................................................................... Sin rel ..............................--...........,...... ........ .,........... .... ......................................... ............... ...I......... ........................ ..... Pearl........................... .... .......... ................._...........,........... ........... .......... .............................. ......................Calderwooti,Cost�uction,.Inc .. ......................................................_.......................... ........,._._..... _............................ ..........................,........................._... cc: John Burkholder . � - . �` I Berryman �: Henigar BSl Consultants, lnc - Henigar&Ray, lnc April 22, 1997 Paul R. Weber, P.E. META Engineering 437 S. Fifth Edmonds, WA 98 Subject: Emerald Industrial Park Dear Mr. Weber: The City of Arlington has retained the firm of Berryman & Henigar to perform grading, drainage and erosion control plan reviews for new development applications within the City. The City has also enacted storm drainage ordinances which contain certain requirements for stormwater management and erosion control facilities on private development sites. Before your submittal can be reviewed, there are a number of items which must be submitted. To aid you in preparing and submitting the necessary information, we have attached a copy of the City Ordinance regarding stormwater management and erosion control facilities. In addition, we have also included a list of items which must be included in the Project Application Notebook. Upon receipt of all of the required information, we will begin the review. If you have any questions,please do not hesitate to contact our office. Sincerely, Berryman & Hem ar Michael A. P wlak, P.E. Principal Engineer Civil Engineering Division- Seattle Attachments cc: Dave Anderson (Arlington) MAP:Arlington:Emerald Industrial ParkTile:TMERALI)MEBR042200C 2101 Fourth Avenue, Suite 320 • Seattle, WA 98121 tel: 206-727-2220 fax: 206-727-2216 An Equal Opportunity Employer :. _ . i L� q2 Z 8 erryman Henigar b, Henigar&Ray, lnc April 21, 1997 Mr. David W. Anderson Building Official City of Arlington 238 N. Olympic Avenue Arlington, WA 98223 Subject: Engineering Plan Review Emerald Industrial Park Dear Dave: I am forwarding two copies of this letter confirming our agreement, whereby the City of Arlington (CITY) requests that Berryman & Henigar (B&H) perform civil engineering plan review services on the above referenced project. B&H will conduct the review for conformance to the ordinances and requirements listed on the Jurisdictional Information Sheet, which we currently have on file. We will conduct an initial review of the plans (for grading and stormwater), and storm drainage calculations, plus up to two additional follow-up reviews. It is our understanding that the CITY will compensate B&H in the amount of$1,750.00 on a lump sum basis. It is agreed that B&H will be compensated for the review of system redesigns, submitted by the applicant after the initial review is underway, on an hourly basis, at current B&H billing rates. Please indicate your agreement by signing both copies of this letter, retaining one original for your files and returning the other to our office. Our receipt of the signed documents shall constitute your authorization for B&H to perform the work. Initial review comments will be forwarded to the applicant within two weeks of work authorization. B&H in no way warrants or guarantees the accuracy of the applicant's (Emerald Industrial Park - Curtis Hecla) design. We are looking forward to this opportunity to provide engineering services to the City. If you have any questions, please do not hesitate to call me at(206)727-2220. Sincerely, Berryman & Henigar ACE TED: Mi hael A. awlak, P.E. C ty of Arlington' Principal Engineer Civil Engineering Division- Seattle Date: `2�" Attachment Arlington\Emerald Industrial Park\File:A:\EMERALD\AGMT0421.DOC 2101 Fourth Avenue, Suite 320 • Seattle, WA 98121 tel: 206-727-2220 fax: 206-727-2216 An Equal Opportunity Employer i City of Arlington /1-) ')BUILDING DEPT Department of Planning and Community Development Mitigated Determination of Nonsignificance April 4, 1997 MDNS for Emerald Industrial DESCRIPTION OF PROPOSAL: Project includes:3,000 SF addition to existing building. New construction of a 24,000 SF Warehouse building. PROPONENTS: Curtis Hecla Emerald Industrial 20 West Galer Street Seattle WA 98119 (206) 284-9167 LOCATION OF PROPOSAL: Located approximately 1/4 mile north of 188th Street NE. Property is located between 63rd avenue NE and 66th Avenue NE. Sec.15, T31N, R5E,W.M. LEAD AGENCY: City of Arlington 238 North Olympic Ave. Arlington,WA 98223 The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. The significant probable impacts adverse impacts have been mitigated per the mitigation agreement on file. An environmental impact statement(EIS) is not required under RCW 43.21 C.030(2)(c). This decision was made after review of a completed environmental impact checklist and other information on file with the lead agency. This information is available to the public on request. This NMNS is issued under 197-11-340(2);the lead agency will not act on this proposal for 15 working days from the date below. Written comments must be submitted no later than 5:00 PM. April 25, 1997 Responsible Official: John W. Burkholder Position/Title: Director of Planning and Community Development Address: City of Arlington Department of Community Development 238 North Olympic Arlington, WA 98223 Date: April 4, 1997 Signature: J hn W. Burkholder, Respon able Official Mdns 4/01/97 A I1I a� I.Ir..Mti �•��N�Y� 1410*8 is 8.ruum�.L - FAMP �L.rn•ms.a� \ - mom its. -, • _~,1• h I !• ICI nr vion fir•ys -�_ nmm• •yam f rra �, ■ Elm WIESE r s 0t>�� PROJECT ENVIRONMENTAL MITIGATION AGREEMENT Emerald Industrial April 3, 1997 Recitals This agreement is entered into by and between the City of Arlington, a municipal corporation, hereinafter referred to as the "�1'ty'_', and Emerald.Industrial, hereinafter referred to as the "Developer" WHEREAS, this agreement is executed pursuant to Chapter 43.21 RCW, the State Environmental Policy Act(SEPA), and Chapter VH of Arlington's Unified Development Code, to provide for mitigation of existing and known environmental impacts associated with the development hereinafter described. This agreement is a voluntary agreement entered into pursuant to the statutes of the State of Washington. This agreement does not preclude any evaluation and determination by the City upon later actions or proposals undertaken by the Developer which may require a determination of significance and environmental review under SEPA and WHEREAS, the Developer is seeking to construct a 24,000 square foot warehouse building. The full legal description of the property is on file with the City of Arlington and has been approved by the Development. This SEPA Checklist covers only the first phase of development and all subsequent phases will require additional SEPA reviews, and WHEREAS, this agreement should not interpreted as approval to procede without proper Commission and Board approval or a valid Building Permit, and WHEREAS, the Responsible Official has made findings that the proposed development will require modification to meet City requirements; NOW, THEREFORE, the City and the Developer agree that the following mitigation measures shall be employed by the Developer to ensure that probable significant adverse environmental impacts created by the proposed project are minimized or eliminated. Covenants 1. The owners will provide an approved stormwater infiltration system that meets the City of Arlington standards for stormwater discharge. 2. A traffic impact analysis must be prepared on the entire master plan area by a licenced traffic engineer to determine the overall impacts of the development on the road system. 3. Full frontage improvements will be required on 63rd Avenue NE and depending on the results of the traffic study,widening of 66th may be required during the first phase of improvements Wpdoc/jb/general/Ar1179 April 3,1997 Page 1 4. Parks mitigation of$.05 per gross square foot of total land area of the lot must be paid prior to occupancy. 5. Precautions must be taken during construction to minimize dust and other construction impacts. Developer/Owner City of Arlington State of Washington) ) ss County of Snohomish) On this day personally appeared before me to me known to be the individual described iii and who executed the within and foregoing instrument, and acknowledged that _signed the same as free and voluntary act and deed for the uses and purposes therein mentioned. Given under my hand and official seal this_day of _ NOTARY PUBLIC in and for the State of Washington, residing at My appointment expires State of Washington) ss County of Snohomish) On this day personally appeared before me to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that signed the same as free and voluntary act and deed for the uses and purposes therein mentioned. Given under my hand and official seal this_day of 91996. NOTARY PUBLIC in and for the State of Washington, residing at My appointment expires Wpdoc/jb/general/Ar1179 April 3,1997 Page 2 CITY OF ARLINGTON Planning and Community Development 97 April 29, 1997 Curtis Hecla 405 Fir Lane 2301 Arlington, Washington 98223 RE: SEPA Mitigated Determination of Nonsignificance -"Emerald Industrial' Dear Curtis: The City of Arlington is sending you this letter to inform you that the 15 day comment period for the SEPA project for"Emerald Industrial"has ended. It has been determined that the environmental impacts must be mitigated through certain actions on your part. Enclosed is a copy of the signed Project Environmental Mitigation Agreement. The above determination will not be in effect until the Seven Day Appeals Period ends May 6, 1997. Should the decision be appealed, the City of Arlington will inform you of further proceedings. Also please find enclosed a copy of"Direct Expenses"incurred with this project. Direct Expenses payment is due upon receipt. If you have any questions please feel free to call me. Sincerely, ekholder Director Department of Planning and Community Development JWB/rs Enc c: Bob Pearl, Calderwood Construction David Anderson,Building Official Ed McMillan,Public Works Director Cory Duskin,Airport Manager Sfinal.wpd 238 N.Olympic Ave. • Arlington,WA 98223 • (360)435-0361 (360)435-0724 FAX(360)435-3906 ' �' �' �.. ti 1 1 PROJECT ENVIRONMENTAL MITIGATION AGREEMENT Emerald Industrial April 3, 1997 Recitals This agreement is entered into by and between the City of Arlington, a municipal corporation, hereinafter referred to as the " ' ", and-Emerald Liustria_l, hereinafter referred to as the !DeYeloper� WHEREAS, this agreement is executed pursuant to Chapter 43.21 RCW, the State Environmental Policy Act (SEPA), and Chapter VII of Arlington's Unified Development Code, to provide for mitigation of existing and known environmental impacts associated with the development hereinafter described. This agreement is a voluntary agreement entered into pursuant to the statutes of the State of Washington. This agreement does not preclude any evaluation and determination by the City upon later actions or proposals undertaken by the Developer which may require a determination of significance and environmental review under SEPA and WHEREAS, the Developer is seeking to construct a 24,000 square foot warehouse building. The full legal description of the property is on file with the City of Arlington and has been approved by the Development. This SEPA Checklist covers only the first phase of development and all subsequent phases will require additional SEPA reviews, and WHEREAS, this agreement should not interpreted as approval to procede without proper Commission and Board approval or a valid Building Permit, and WHEREAS, the Responsible Official has made findings that the proposed development will require modification to meet City requirements; NOW, THEREFORE, the City and the Developer agree that the following mitigation measures shall be employed by the Developer to ensure that probable significant adverse environmental impacts created by the proposed project are minimized or eliminated. Covenants 1. The owners will provide an approved stormwater infiltration system that meets the City of Arlington standards for stormwater discharge. 2. A traffic impact analysis must be prepared on the entire master plan area by a licenced traffic engineer to determine the overall impacts of the development on the road system. ("N 3 J)epending on the results of ZS the traffic study, widening of 66th may be required during the first phase of improvements Wpdoc/jb/general/Ar l 179 April 3,1997 Page 1 4. Parks mitigation of$.05 per gross square foot of total land area of the lot must be paid prior o occupancy. {�Aruk N�•,i �Av695 4-V,s 5(+r� A � -- 7b . • ; 5. Precautions must be taken during construction to minimize dust and other construction impacts. kA,--- Developer/Owner Jry� tArlington State of Washington) ) ss County of Snohomish) lton Davis On this day personally appeared before me Del ton me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that he signed the same as !3L*ee and voluntary act and deed for the uses and purposes therein mentioned. rd P 7 Given under my hand and official seal this 2 3 day of A ril TARY r % - •� ' i� �, �;:QTA��r � � P LIC in and for the State of Wasington, residing at Arl ;nrr+rin SHAR;R' N KNUTFON t (p% ' 2 My appointment expires — — State of Washington) �01 '�f` ..... CIP County of Snohomish) t' On this day personally appeared before me -khn V� �rl��o kdato me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that he signed the same as free and voluntary act and deed for the uses and purposes therein mentioned. Given under my hand and official seal thisa S day of W, F'�y - NOTARY PUB and for the o Washington, air N�� oz residing at My appointment exp' es g 13~ELow TgTFOF `NP�' Wpdodjb/general/Arl179 April 3, 1997 Page 2 e TRANSMITTAL LETTER ATTN: BOB PEARL DATE: 01/30/1997 TO: CALDERWOOD CONSTRUCTION ORDER #: 95277 INC 17455 68TH AVE NE STE 102 SHIP VIA: FEDEX BOTHELL WA 9801 1-0000 FROM: VIOLETD PO #: 344 9644 134 Copies Description 3 F1 ,F2 FOR CONST W/SEAL 6 F2,F2,E1-E5„C1 FOR PERMIT W/SEAL 3 SET OF CALCS These are for FILES AND JOB USE. REMARKS: SSM- CRIST ISSUE A 206-487-1680 CITY OF 01 ARLINGiTON 9-7- :Z34,/ :�r� �'�; r.�..�..(..�...a.��..,._..,�,..,� �i' 07-02-1994 05:56PM FROM Davis & Silesky Re Estate TO 13604353906 P.01 •: ? peVtS&Sksky Date: S /� Company: -- — Time;_ . . . From: Npag (Inc this page) Subject: Fax IV are ,..:•,f,.. • . Message: WY (2061284-910 Siiesk 200 284-9061 $wo$6, WA 9U 1 19 KAI ESTMTF INVESTMENT SEKVIL'ES FAX(2(>6)28"227 .. r ., 07-02-1994 05:57PM FROM Davis & Si lesky Re Estate TO 13604353906 P.02 .� u i.moor I i t ru• 1-f'�VI'I •9l�LJGt1•+vVLJ bL11 V.7 I K e-kJO"CD,/ 1 e-r r. dr. Dave AruleMn a I4 1997 - " V' � U�' ,fnd� f�C�vtCG�� February , Page 2 within the veectation buffer, We have, therefore, added a note on the r!submitted pia.ns stating, " ,Xcepdon: Nc, clearing, grading or disturbance of any kind shall take place As'lthirt the 50-foot wide buffer along the north property line." This exception is consistent with the City's directive that the pier shall not be disturbed, By copy of this letter, we are notifying the owner4pplicarit's c;ngineer, of tue remaining requixernents (beyond the design calculations and plans) for permit issuance. We are also listing those items which are to be packaged together as the Project Notebook, It is our recorsutnen iction that permits be issued upon submittal of the remaining information And completion of any other City reviews. PROJECT NOTEBOOK CONTENT$ 1, Stormwater Runoff and Drainage System Calculations 2. Storm Drainage Report narrative 3, Erosjoh and Sediment Control Plans d. Grading and Drainage Plans S. Operztion and Maintenance Plans for Erosion and Sediment Control 6. Operation and Maintenance flans for Storrnwater Management/Drainage System d--/'7—'\ Financial Liability instruments for Erosion and Sediment Control Facilities and the Stormwater Nlanagement/Drainage Systeln Narrative concerning urban setting uses for development and applicable source control EMPs Copy of the filed Maintenance Agreement 10, Legal descriptions or any property containing permanent stormwater management facilities to be conveyed to ty property owner association or the City 11 Estimate of the construction cost of all permanent stormwater managezxtent facilities to be Q deeded to the City or which are subject to a recovery contract under Chapter 18.08 of the City Co& 12. Inspection and construction control schedule to'bc enforced by the applicant We are, therefore, transmitting the submitted documents to you for final actions and issuance of permits. WV have enjoyed our involvement on this project and look forward to working with the City 60 future rt;VieW9. r sincerely, . BERRYMAN ds HENIGAR Michael A. Pawlak, P.E, District Manager Civil,Engineering Division - Stattle TOTAL P.02 ,.� :� _ ' 1 r CALDERWOOD CONSTRUCTION, INC. 17455 - 68th Ave. N.E., Ste. 102 • Bothell, WA 98011 • (206) 487-1680 • FAX (206) 487-1277 May 5, 1997 Michael Pawlak, P.E. Berryman & Henigar 2101 Fourth Ave. Suite 320 Seattle, WA 98121 Subject: Emerald Industrial Park Dear Mr. Pawlak, In response to your letter of submittal requirements for drainage and erosion control of projects, a"Project Notebook" has been compiled to comply with your review requirements. The owners have been in contact with the City of Arlington Building Department and it was agreed that items 7 and 11 would be addressed by them directly with the city. As a consequence, those two items are not addressed in the"Project Notebook" herein submitted. If you have questions regarding this arrangement, please contact John Burkholder of the Arlington Building Department. If you need contact with Paul Webber of Meta Engineering, please contact our office and we will make sure that a timely response be made.,Please keep us informed of any developments or needs regarding the subject property and any assistance we can be. Thank you. Sincerely, Bob Pearl Calderwood Constr., Inc. I �� I PROJECT NOTEBOOK - EMERALD INDUSTRIAL PARK TABLE OF CONTENTS: 1. Stormwater Runoff and Drainage System Calculations ............................ 2. Storm Drainage Report Narrative ........................................................................ 3. Erosion and Sediment Control Plans .................................................................. 4. Grading and Drainage Plans .................................................................................... S. Operation and Maintenance Plan for Erosion andSediment Control................................................................................................. 6. Operation and Maintenance Plans for Stormwater Management/Drainage System................................................................................ 7. Financial Liability Instruments for Erosion and Sediment Control Facilities and the Stormwater Management/ DrainageSystem........................................................................................................ 8. Narrative of Urban Setting Uses for Development..................................... 9. Copy of Filed Maintenance Agreement............................................................. 10. Legal Description of Any Property Containing Permanent Stormwater Management Facilities to be Conveyed to a Property Owner, Association, or the City............................................ 11 . Estimate of the Construction Cost of all Permanent Stormwater Management Facilities to be Deededto the City.................................................................................................... 12. Inspection and Construction Control Schedule............................................ :� � r � i i�i t. i� I Stormwater Runoff and Drainage System Calculations: 0 INITIAL STORAGE VALUE FOR ITERATION PURPOSES: 33450 CU-FT ITERATION COMPUTATION BEGINS. . . TRIAL BOTTOM-AREA STOR-AVAIL STOR-USED PK-STAGE PK-OUTFLOW 1 27875.0 33449 662 .08 3 .72 2 14213 .6 17056 662 . 15 3 . 72 3 7382.8 8859 662 . 29 3 .72 4 3967.5 4760 1241 .90 2 . 76 5 2501.0 3001 2725 3 .49 1 . 74 6 2386.3 2863 2869 3 .90 1 .66 7 2391. 1 2869 2863 3 .88 1 . 66 8 2388.6 2866 2866 3 .89 1 . 66 PERFORMANCE: INFLOW TARGET-OUTFLOW ACTUAL-OUTFLOW PK-STAGE STORAGE DESIGN HYD: 3.72 .00 .00 3 . 89 2866 SPECIFY: D - DOCUMENT, R - REVISE, A - ADJUST ORIF, E - ENLARGE, S - STOP d PERFORMANCE: INFLOW TARGET-OUTFLOW ACTUAL-OUTFLOW PK-STAGE STORAGE DESIGN HYD: 3.72 .00 .00 3 .89 2866 STRUCTURE DATA: GRAVEL TRENCH/BED (30 PERCENT VOID VOLUME) RISER-HEAD GRAVEL-BED-AREA STOR-DEPTH STORAGE-VOLUME 4.00 FT 2388.6 SQ-FT 4 .00 FT 2866 CU-FT ROUTING DATA: STAGE(FT) DISCHARGE(CFS) STORAGE(CU-FT) PERM-AREA(SQ-FT) .00 .00 .0 .0 .40 .00 286.6 2388.6 .80 .00 573 .3 2388.6 1. 20 .00 859.9 2388.6 1.60 .00 1146.5 2388.6 2.00 .00 1433 . 2 2388.6 2.40 .00 1719.8 2388.6 2 .80 .00 2006.4 2388.6 3 . 20 .00 2293.0 2388.6 3 .60 .00 2579.7 2388.6 4.00 .00 2866.3 2388.6 4. 10 .21 2866. 3 2388.6 4. 20 .58 2866. 3 2388.6 4. 30 .92 2866. 3 2388.6 4.40 1.06 2866. 3 2388.6 4.50 1.19 2866. 3 2388.6 4.60 1 .30 2866. 3 2388.6 4 .70 1.41 2866. 3 2388.6 4 .80 1.50 2866. 3 2388.6 4 .90 1.59 2866. 3 2388.6 5.00 1.68 2866. 3 2388.6 5. 10 1.76 2866. 3 2388.6 5.20 1.84 2866. 3 2388.6 5. 30 1 .92 2866. 3 2388.6 5.40 1.99 2866. 3 2388.6 5.50 2.06 2866. 3 2388.6 fL 5.60 2. 13 2866. 3 23o8.6 5. 70 2 .19 2866 . 3 2388 . 6 5.80 2. 26 2866 . 3 2388 . 6 AVERAGE VERTICAL PERMEABILITY: 2.0 MINUTES/INCH SPECIFY: F - FILE, N - NEWJOB, P - PRINT IF/OF, R - REVISE, S - STOP P INFLOW/OUTFLOW ANALYSIS: PEAK-INFLOW(CFS) PEAK-OUTFLOW(CFS) OUTFLOW-VOL(CU-FT) 3 .72 .00 0 INITIAL-STAGE(FT) TIME-OF-PEAK(HRS) PEAK-STAGE-ELEV(FT) .00 8 . 17 3 .89 PEAK STORAGE 2866 CU-FT INFILTRATED VOLUME: 0 CU-FT SELECT PRINT-OPTION: 111" (SURFACE-OUTFLOW) OR 112"(SUBSURFACE-OUTFLOW) 2 INFLOW/OUTFLOW DATA PRINT-OUT: T(HRS) QI(CFS) QO(CFS) EL(FT) . T(HRS) QI(CFS) QO(CFS) EL(FT) .00 .00 .00 .00 10.83 . 49 .49 3 .51 .17 .00 .00 .00 11.00 .48 .48 3 .51 . 33 .00 .00 .00 11.17 .47 . 47 3 . 50 .50 .00 .00 .00 11. 33 . 47 . 47 3 .50 .67 .00 .00 .00 11.50 .47 .47 3 .50 .83 .00 .00 .00 11.67 .47 .47 3 .50 1.00 .00 .00 .00 11.83 .47 .47 3 .50 1.17 .00 .00 .00 12.00 .47 .47 3 .50 1. 33 .00 .00 .00 12•.17 .47 . 47 3 .50 1 .50 .01 .01 .00 12 .33 .47 .47 3 .50 1. 67 .02 .02 .00 12.50 .47 .47 3 .50 1 .83 .03 .03 .01 12.67 .44 .44 3 .49 2 . 00 .05 .04 .01 12.83 . 39 . 39 3 .47 2 . 17 .06 .06 .01 13 .00 . 38 . 38 3 . 46 2 . 33 .08 .07 .02 13 .17 . 38 .38 3 .46 2 .50 .09 .09 .02 13.33 . 37 . 37 3 .46 2.67 .11 .10 .02 13 .50 . 37 . 37 3 .46 2 .83 .13 .12 .03 13.67 .37 . 37 3 .46 3 .00 .15 .14 .03' 13.83 . 37 . 37 3 .46 3 . 17 .17 . 16 .04 14.00 . 37 . 37 3 .46 3 . 33 .18 . 18 .04 14 .17 . 37 . 37 3 . 46 3 . 50 .19 . 19 .05 14. 33 .37 . 37 3 .46 3 . 67 . 21 . 20 .05 14.50 . 37 . 37 3 .46 3 . 83 . 24 .23 .06 14.67 .36 .36 3 .46 4 .00 . 26 . 26 .06 14.83 . 34 . 34 3 .45 4 . 17 . 27 . 27 .06 15.00 .33 .33 3 .44 4 . 33 . 28 . 28 .07 15.17 . 33 .33 3 .44 4 . 50 . 29 . 29 .07 15. 33 .33 . 33 3 .44 4 .67 . 32 . 31 .07 15. 50 . 33 . 33 3 . 44 4 . 83 . 35 . 34 .08 15.67 . 33 . 33 3 . 44 5. 00 . 37 . 36 .09 15.83 . 33 . 33 3 .44 5 . 17 . 38 . 38 .09 16.00 . 33 . 33 3 . 44 l \ 5. 33 . 39 . 39 .09 16. 17 3 . 33 3 . 44 5 . 50 .40 . 40 .10 16. 33 . 33 . 33 3 . 44 5 . 67 .43 .42 .10 16. 50 . 33 . 33 3 . 44 5. 83 .47 . 46 .11 16.67 . 31 . 31 3 . 44 6. 00 .49 . 49 .12 16. 83 . 28 . 28 3 . 42 6 . 17 .50 . 50 .12 17.00 . 27 . 27 3 . 42 6 . 33 .51 . 51 .12 17.17 . 27 . 27 3 . 42 6 . 50 .51 .51 . 12 17. 33 . 26 .26 3 . 41 6 . 67 . 59 .56 .14 17.50 . ?6 . 26 3 . 41 6. 83 .69 . 66 . 16 17.67 . 26 . 26 3 . 41 7.00 .73 . 72 .17 17.83 . 26 . 26 3 . 41 7 . 17 .84 .80 . 19 18.00 . 26 . 26 3 . 41 7 . 33 . 98 . 94 . 23 18. 17 . 26 . 26 3 . 41 7. 50 1.51 1 . 33 . 32 18. 33 . 26 . 26 3 . 41 7. 67 3 .37 1.66 1. 11 18.50 . 26 . 26 3 . 41 7.83 3.72 1.66 2.69 18.67 . 26 .26 3 . 41 8 .00 2.19 1.66 3 .78 18.83 . 26 . 26 3 . 41 8 . 17 1.39 1. 39 3 .89 19.00 . 26 . 26 3 . 41 8. 33 1.03 1.03 3.74 19.17 . 26 . 26 3 . 41 8 .50 .91 .91 3 .69 19. 33 . 26 . 26 3 . 41 8 . 67 .78 .78 3 .63 19.50 . 26 .26 3 . 41 8 . 83 .63 . 63 3 .57 19.67 . 26 . 26 3 . 41 9.00 .59 . 59 3 .55 19.83 . 26 .26 3 . 41 9 . 17 .57 .57 3.54 20.00 . 25 . 25 3 . 41 9. 33 .57 .57 3.54 20.17 . 22 . 22 3 .40 9.50 .57 .57 3.54 20.33 . 22 . 22 3 . 40 9.67 .57 .57 3.54 20.50 . 21 . 21 3 . 39 9.83 .57 .57 3.54 20.67 . 21 . 21 3 . 39 10.00 .57 .57 3.54 20.83 . 21 . 21 3 . 39 10. 17 .57 . 57 3 .54 21.00 . 21 .21 3 . 39 10. 33 .57 .57 3.54 21.17 . 21 .21 3 . 39 10. 50 .57 .57 3 .54 21 . 33 . 18 .18 3 . 38 10. 67 .54 .54 3.53 21.50 . 13 .13 3 . 36 SPECIFY: F - FILE, N - NEWJOB, P - PRINT IF/OF, R - REVISE, S - STOP P INFLOW/OUTFLOW ANALYSIS: PEAK-INFLOW(CFS) PEAK-OUTFLOW(CFS) OUTFLOW-VOL(CU-FT) 3 .72 .00 0 INITIAL-STAGE(FT) TIME-OF-PEAK(HRS) PEAK-STAGE-ELEV(FT) .00 8.17 3 .89 PEAK STORAGE 2866 CU-FT INFILTRATED VOLUME: 0 CU-FT SELECT PRINT-OPTION: 111"(SURFACE-OUTFLOW) OR 112"(SUBSURFACE-OUTFLOW) s SELECT PRINT-OPTION: 111"(SURFACE-OUTFLOW) OR 112"(SUBSURFACE-OUTFLOW) 2 INFLOW/OUTFLOW DATA PRINT-OUT: T(HRS) QI(CFS) QO(CFS) EL(FT) T(HRS) QI(CFS) QO(CFS) EL(FT) . 00 .00 .00 .00 10.83 .49 . 49 3 . 51 m m ~ . / * .. _ _ _ __ n / / i a rr i 1 - - - - - PROJECT NAME: JOB NO PAGE: PAUL R. WEBER P.E. k1.4Are-M"J 6771' 2— _ CALCULATED BY: CHECKED BY: DATE OF: Seo(tle, WA 98133 / " - f II � r� � lllll � .�' wss7 i141I i ! jou do Awl 0 i I i l i r I I e �o • e - I i ! � ' � ��_�' • � ° _�/�f Sip Iry �• i I •:Ri MI I f PROJECT NAME I JOB NO PgGE- I PAUL R. WEBER, P.E. zt.4'jC-p7V `, S-77-az- z w CALCULATED BY; I CHECKED BY D, Of ,taJ q Seattle, WA 98133 'v Us t TW I' A"-4 j?M A20AJC, (o /000 SQ , ff-. )24-q '0 . &6W �6 a 0 6 t v d A) --- i i r i i} 1 I I Storm Drainage Report Narrative: Emerald Industrial Park is located on the west side of 66th Avenue NE in Arlington, Washington. The proposed development has 172.14 feet of frontage along 66th Avenue NE, and will include approximately 61 ,000 square feet of new development. An office/warehouse of 23,700 square feet will be constructed in approximately the center of the project site. Existing buildings are located to the west of the proposed new development. The project site is relatively flat with approximately 2 feet of elevation difference between the east and west project boundaries. There is approximately 0 feet of elevation difference between the north and south project boundaries. The native soils at the project site consist of porous sandy loams, underlain by porous sandy gavels. Therefore, stormwater run off collected from structures and paved areas will be collected into an infiltration trench and allowed to percolate into the subsurface soils. The proposed infiltration trench is approximately 1000 square feet in area. Stormwater runoff originating from the new structure will be . collected in roof gutters and transmitted through downspouts to buried 6 inch diameter PVC pipe. Prior to entering the infiltration trench, all stormwater runoff will pass through an oil/water separator. Stormwater runoff originating from the paved areas will be collected in four catch basins and transmitted to the oil/water separator in buried 6 and 8 inch diameter PVC pipe. After passing through the oil/water separator the runoff will also enter the infiltration trench. 2 e s �� i I 1 i Grading and Drainage Plans: Refer to attached sheet 1 of 2. 7 ��i 1� EXISTING BLDG.\ I I C.B (EXISTING) I 4" HIGH A.C. BERM TO DIRECT WATER TOWARDS -_� DETAIL A-1 PROJECT SITE r - - - - _ -I SILT FENCE 1. (DETAIL A-2) I / I I I I I II I II I I t I I I I I PROPERTY LINE I I I I I I II I I li i I I I I I I I I I I I EXISTING ACCESS DRIVE I II II I I� I I I I SILT FENCE I (DETAIL A-2) I 4"-6"THICK GRAVEL I I ENTRANCE AND ROAD (DETAIL A-3) 1 — _ 1�0 U 66TH AVENUE N E. EROSION AND SEDIMENT ODIME�NT CONTROL PLAN SHEET No. META ENGINEERING DATE: 5/1/97 SITE EROSION AND SEDIMENT CONTROL PAUL R. WEBER, P.E. DRAWN BY: J.D.Y. OF P.O. BOX 77806, SHORELINE, WA 98177 CHECK'D BY: P.R.W EMERALD INDUSTRIAL PARK (206) 542-8467 JOB No. 96577-02 ARLINGTON, WASHINGTON � s +, EROSION/SEDIMENTATION CONTROL NOTES 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL(ESC)PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN(E.G. SIZE AND LOCATION OF ROADS, PIPES,RESTRICTORS,CHANNELS,RETENTION FACILITIES,UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION,MAINTENANCE, REPLACEMENT,AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED., 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD,NO CONSTRUCTION BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF THE CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES,AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. 5.THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.DURING THE CONSTRUCTION PERIOD,THESE ESC FACILITIES SHALL BE UPGRADED(E.G.ADDITIONAL SUMPS,RELOCATION OF DITCHES AND SILT FENCES,ETC.)AS NEEDED FOR UNEXPECTED STORM EVENTS. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. ANY AREA STRIPPED OF VEGETATION,INCLUDING ROADWAY EMBANKMENTS,WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 15 DAYS,SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS(E.G.SEEDING, MULCHING,NETTING,EROSION BLANKETS, ETC.). 8. ANY AREA NEEDING ESC MEASURES,NOT REQUIRING IMMEDIATE ATTENTION,SHALL BE ADDRESSED WITHIN FIFTEEN(15)DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. 10.AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11.STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12.DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31,ALL PROJECT DISTURBED AREAS GREATER THAN 5,000 SQUARE FEET THAT ARE TO BE LEFT UNWORKED FOR MORE THAN 12 HOURS SHALL BE COVERED BY ONE OF THE FOLLOWING COVER MEASURES: MULCH, SODDING OR PLASTIC COVERING. ''` �s �. I 13.ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM,THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN.NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN. 14.WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED,FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE(E.G.ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 90 POUNDS PER ACRE). 15.WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED,IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. z I CONSTRUCTION SEQUENCE NOTES 1. SCHEDULE AND ATTEND A PRE-CONSTRUCTION MEETING WITH KING COUNTY. 2. MARK LIMITS OF CLEARING. 3. ERECT FILTER FABRIC FENCE AS SHOWN ON PLAN. 4. CLEAR AND GRUB THE AREA FOR THE CONSTRUCTION ENTRANCE. INSTALL THE CONSTRUCTION ENTRANCE PER KING COUNTY. 5. CLEAR FOR AND INSTALL TEMPORARY SEDIMENT POND. 8. CONSTRUCT INTERCEPTOR SWALES TO CARRY RUNOFF TO SEDIMENTATION POND. 7. CLEAR AND GRUB REMAINDER OF SITE AS REQUIRED. 8. GRADE SITE TO SUBGRADE. 9. INSTALL CATCH BASINS WITH EROSION CONTROL COLLARS. 10.INSTALL STORM STRUCTURES AND CONVEYANCE SYSTEM. 11. PAVE SITE/CONSTRUCTION BUILDING PAD. 12. INSTALL INFILTRATION SYSTEM. SITE GRADING AND T E.S.C.P.NOTES 1. NONCOMPLIANCE WITH THE EROSION CONTROL REQUIREMENTS,WATER QUALITY REQUIREMENTS AND CLEAR AND CLEARING LIMITS VIOLATIONS MAY RESULT IN REVOCATION OF PROJECT PERMITS,PLAN APPROVAL AND BOND FORECLOSURES. 2. STOCKPILES ARE TO BE LOCATED IN SAFE AREAS AND ADEQUATELY PROTECTED BY TEMPORARY SEEDING AND MULCHING. HYDROSEED PREFERRED. 3. ALL STRUCTURAL FILLS SHALL BE COMPACTED TO A MINIMUM OF 95%OF MAXIMUM DENSITY BY MODIFIED PROCTOR TEST. HYDROSEEDING GENERAL NOTES 1. CONSTRUCTION ACCEPTANCE WILL BE SUBJECT TO A WELL ESTABLISHED GROUND COVER THAT FULFILLS THE REQUIREMENT OF THE APPROVED CONSTRUCTION PLANS AND......THE KING COUNTY DRAINAGE ORDNANCE. 2. ALL DISTURBED AREAS SUCH AS RETENTION FACILITIES,ROADWAY BACK-SLOPES,ETC.SHALL BE SEEDED WITH A PERENNIAL GROUND COVER GRASS TO MINIMIZE EROSION.GRASS SEEDING WILL BE DONE USING AN APPROVED HYDROSEEDER OR AS OTHERWISE APPROVED BY KING COUNTY. 3. PREPARATION OF SURFACE: ALL AREAS TO BE SEEDED SHALL BE CULTIVATED TO THE SATISFACTION OF THE COUNTY INSPECTOR.THIS MAY BE ACCOMPLISHED BY DISCING,RAKING, HARROWING OR OTHER ACCEPTABLE MEANS. 4. IMMEDIATELY FOLLOWING FINISH GRADING,PERMANENT VEGETATION(CONSISTING OF RAPID, PERSISTENT AND LEGUME)WILL BE APPLIED(MINIMUM 80N PER ACRE). THIS IS TO INCLUDE THE FOLLOWING: 20%ANNUAL,PERENNIAL OR HYBRID RYE GRASS,40%CREEP RED FESCUE,40% WHITE CLOVER. HYDROSEED REQUIRED. 5. FERTILIZER: SHALL BE APPLIED AT 400 LBS.PER ACRE OF 10-20-20(10 POUNDS PER 1100 SQUARE FEET)OR EQUIVALENT. �, � I I FILTER FABRIC FENCE NOTES A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE NECESSARY,A FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST,WITH A MINIMUM 6-INCH OVERLAP,AND BOTH ENDS SECURELY FASTENED TO THE POST. B. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE).THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND(MINIMUM OF 30 INCHES). C. A TRENCH SHALL BE EXCAVATED,ROUGHLY 8 INCHES WIDE AND 12 INCHES DEEP,UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. D. WHEN STANDARD STRENGTH FILTER FABRIC IS USED,A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 1-INCH LONG,TIE WIRES OR HOG RINGS.THE WIRE MESH SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. E. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE,AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH.THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE.FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. F. WHEN EXTRA-STRENGTH FILTER FABRIC AND CLOSER SPACING ARE USED,THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED.IN SUCH A CASE,THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF NOTE E.(ABOVE)APPLYING. G. THE TRENCH SHALL BE BACKFILLED WITH 3/4-INCH MINIMUM WASHED GRAVEL. H. THE FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE,BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 1. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. CONSTRUCTION ENTRANCE NOTE THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY.THIS MAY REQUIRE PERIODIC DRESSING WITH 2" STONE,AS CONDITIONS DEMAND,AND REPAIR AND/OR CLEAN-OUT OF OF ANY STRUCTURES USED TO TRAP SEDIMENT.ALL MATERIALS SPILLED,DROPPED,WASHED OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. U 3 0 Z w z o In UOf III 1111= > w C —III w I-1 0 a � m w m N v v A w _I I, co Q m X N _ U LLI U III z _ azw W J Q 0Q — I u)m0w LL o� III Q I I wZZ _I— w _ I U �z —II w2 ooZw: �-y-� m W W J(o W w� II LL� I o w m Q 0 I xx 0� V- 0 I 02 U �_ -I I " I � o �ui (— 00 r I Q 00 W m-i =11 mm <►aa-v I- �� _ U wwQf -II mz I �? L- �� o U- o w III I 3 w cn Z 0 Of a 1- a r J m Q "o z — —„9-,Z o N W lid „�- 5 CD 0 z w z O O Q Q' L LJ d U of 04 LLJ l�,�pO a4 b V 4 I a4 v v v J z D 4 ,•,, 4a•� 4 �• , 4, = Q O Q v . 'Gb v w N F— W v z C7 a ^ 00 V / z v U od � LO a \ D � e : r 3 0 z a m Q c) (Y- w J L� 2 �O n = Z V)O w w Of o �m afO � _ 00 � O W 0- V1 000 — Q W Q 0 000 0 O 000 Q W 0000 ad,v�,s°,e 4,v°, 0 W W N Z o0 0 0 J O Q 0000 LL. 0000 W Z 0000 J O 000(n 0 w 0000 Z)U 0000 0000 0000 00000 w 0000 0000 000030000 Q 0000 Qo000 0000 m 0000 0000 0000 0000 0000 = o 0000000 0000 e•e�,va,e�,oa• r l 000 `J Z 000 _ o0 0O 0 _ 0 00 0 0o j- U 0 ]]- z W wZ o a W� U) �o - LL.w L,V) O - T -� � Operation and Maintenance Plans for Erosion and Sediment Control: The project site and the incorporated erosion and sediment control features will be visually inspected each work day by the site superintendent. Specifically, the following observations/corrections will be made: 1. Observe the project site for areas of standing water. If necessary, direct the removal of berms, dikes, or other obstructions that are causing unwanted water ponding. Confirm that water is being collected into the intended areas or catch basins. 2. Observe the project site access road and parking areas for muddy or soft areas. If necessary, direct the addition of gravel to the road or parking areas. 3. Observe 66th Avenue NE adjacent to the project site for dirt or mud that has originated from the project site. If necessary, direct the cleaning or removal of debris of 66th Avenue NE. 4. Observe the perimeter silt fence and associated hay bails and sand bags for signs of damage. If necessary, direct the replacement/repair of the silt fence, hay bails and sand bags. S. Observe the infiltration trench for evidence of blockage, siltation, and undesirable vegetation growth. If necessary, direct the repair or cleaning of the infiltration trench. 8 Operation and Maintenance Plan for Stormwater Management/Drainage System: Emerald Industrial Park will be responsible for the continuing operation of the stormwater management and drainage systems. The oil/water separator will be operated and maintained by the owner in accordance with the DOE Manual, unless otherwise required by Snohomish County. A control manhole for access to the oil/water separator will be constructed to aid in maintenance and repairs. The infiltration trench will require periodic inspection and maintenance. Specifically, the trench should be inspected for the following: I. Excessive vegetation shall not be allowed to accumulate in the infiltration trench. As a minimum, inspection and removal of excessive vegetation should be performed annually (preferably in the early fall prior to the onset of winter rains). 2. The infiltration trench shall be kept clean of debris and garbage. Visual inspections of the trench shall be made after significant rainfall events. 3. The catch basin located inside of the trench shall be inspected after significant rainfall events. Inlet and outlet pipes within the catch basin shall be kept clear at all times. Catch basins located in the paved areas, downspouts, and rain gutters shall be kept clean and functional at all times. Visual inspection and any required maintenance of these items will be conducted after significant rainfall events. n Financial Liability Instruments for Erosion and Sediment Control Facilities and the Stormwater Management/Drainage System: 10 � , I I Narrative of Urban Setting Uses for Development and Applicable Source Control Best Management Practices: The proposed Emerald Industrial Park is located within the Arlington Municipal Airport Industrial Park complex. Adjoining properties are in use as industrial office/warehouse facilities or are currently undeveloped or used for agricultural purposes. The proposed facilities are similar to others in the immediate vicinity, and are typical of facilities that are anticipated to be developed in the future. Due to the relatively flat nature of the project site, and the highly permeable surficial and subsurface soils on the project site, the proposed infiltration trench is a cost effective and efficient method of stormwater management. The proposed infiltration trench system will contain within the project site all stormwater originating from the project site. In addition, the infiltration trench system requires relatively little maintenance, and does not require modification of existing stormwater management systems. 0 . Copy of Filed Maintenance Agreement: 12 �� •� `I I I I CITY OF ARLINGTON EROSION/SEDIMENTATION CONTROL AND DRAINAGE FACILITY MAINTENANCE AGREEMENT Agreement No. (number) WHEREAS, the City of Arlington (CITY) has the power to regulate development within the city limits of the CITY;and WHEREAS,the CITY has detennnined that new development of private property and expansion of or changes to existing uses on private property which result in impacts to the natural or existing drainage facilities must mitigate those impacts,and WHEREAS, the CITY has adopted an ordinance, Chapter 16.10 STORMWATER MANAGEMENT, which describes the requirements for private development erosion/sedimentation control and drainage facilities,and WHEREAS,the CITY has followed the stormwater regulations set forth in the Stormwater Management Manual for the Puget Sound Basin, developed by the Washington State Department of Ecology, and included the requirements of that document into the CITY's stonnwater management ordinance,Chapter 16,10,and WHEREAS, the CITY has detennitied that it is in the best interest of its residents and businesses to require that private erosion/sedimentation control and drainage facilities be maintained and kept in an operational condition, and WHEREAS, (name) (applicant/owner), hereinafter OWNER, desires to develop and/or expand the facilities at (location)as herein described: (descrip(ion of development and use of facility), NOW,THEREFORE,both the City of Arlington and(name ofapplieanr)mutually agree to the maintenance plan and schedule as provided for in this AGREEMENT and as described in the attached EXHIBIT"A". A. GENERAL. Erosion/Sedimentation Control and Stormwater Management Facilities shall be operated and maintained in accordance with the City of Arlington Stormwater Management Ordinance, Chapter 16.10; the Stormwater Management Manual for the Puget Sound Basin as developed by the Washington State Department of Ecology;Arlington Unified Development Code;the provisions of this AGREEMENT;approved project plans; and,any other applicable City of Arlington,Snohomish County or Swe of Washington requirements. B. MAINTENANCE OF FACILITIES. (name ofapplicant/owner) (OWNER),or any other person or agent in control of the property shall, at OWNER's expense, maintain in good condition and promptly repair and restore all graded surfaces, walls, drains, dams and structures, vegetation, erosion and sedimentation control measures, and other protective devices in accordance with the provisions of this AGREEMENT and as outlined in Exhibit"A". C. INSPECTION/ACCESS BY CITY. The CITY shall have the right to access the property and erosion / sedimentation control amd stormwater management facilities at reasonable times for regular inspection purposes H y�r. T EXHIBIT "A" MAINTENANCE PLAN and SCHEDULE (name of development) Minimum Standards. The following are the minimum standards for the maintenance of private stormwater management facilities located within the city limits of the City of Arlington. The OWNER shall be responsible for the, following minimum maintenance requirements, which shall be performed at OWNER's sole cost and expense: All facilities shall be inspected by the OWNER at least amnually. All facilities shall be cleared of debris, sediment and vegetation when such items affect the function and/or design capacity of the facility. Grassy swalcs and biofilters shall be inspected monthly and mowed or replaced as necessary. Clippings shall be removed and disposed of properly. In cases where lack of maintenance or improper operation of facilities causes or contributes to a water quality problem,immediate action shall be taken to correct the problem. Buffers shall be maintained and protecK including erosion control, care of vegetation and removal of trash and obstructions. Additional Standards. The following additional maintenance standards shall be accomplished by the OWNER. (list additional standards or requirements which are applicable to the spear frc site or use) and for regular or special assessments to ensure that the facilities are maintained and in proper working conditions to meet design requirements and any provisions established in this AGREEMENT. D CORRECTION OF NOTED MALFUNCTIONS. The OWNER shall, at OWNER's expense, promptly correct facility malfunctions when notified by the CITY. After having given the OWNER written notice, and if the OWNER fails to correct the malfunctions within the time specified by the CITY in the notice;the CITY shall have the right to correct the malfunction of the facility and assess the OWNER the cost of all work. The CITY shall also have the right to assess the OWNER the cost of any penalties which result from the malfunction and place a lien on the property. The liar may be place on the tax bill and collected as ordinary taxes by the CITY. E PERFORMANCE BOND. The OWNER shall post a performance bond to ensure the required operation and maintenance of the system The performance bond shall be in the amount of(number) percent of the estimated value of the system(construction cost),and shall be posted on behalf of the CITY. E. TERM OF AGREEMENT. This AGREEMENT shall commence on the date shown below and shall remain in effect for the life of the installed systems,estimated to be(number)years. F. NEIRS AND SUCCESSORS. This AGREEMENT shall be binding upon and inure to the benefit of the heirs,executors,administrators,legal representatives,successors and assigns of any or all of the parties hereto. G. VENUE, APPLICABLE LAW AND PERSONAL JURISDICTION. In the event that either party deems it necessary to institute legal action or proceedings to enforce any right or obligation under this AGREEMENT,the r . _ 1 .. V .1 . I 1 1 11 1 . 1 .1 n , in . .r .1 el-C. situated in Snohomish County where the CITY is located. The parties hcrrto agree that all questions shall be resolved by application of Washington law and that the parties to such action shall have the right of appeal from such decisions of the Superior Court in accordance with the laws of the State of Washington. H. COMPLETE AGREEMENT, This document and referenced attachments contains all covenants, stipulations and provisions agreed upon by the parties. No agent,or representative of either party has authority to make, and the parties shall not be bound by or be liable for,any statement,representation,promise or agreement not set forth herein. No changes,aniendmLats,or modifications of the terms hereof shall be valid unless reduced to writing and signed by the parties as an amendment to this AGREEMENT. r my r%yn " • &nnranurnarr 4 1'1 Snohomish County. This AGREEMENT is hereby agreed to and executed this day of (month), 19____ Agreed: Agreed: Mayor (name of aipplicant/owner) City of Arlington Approved as to form: City Attorney City of Arlington � f ':Y ., Legal Description of Any Property Containing Permanent Stormwater Management Facilities to be Conveyed to a Property Owner, Association, or the City: No proposed stormwater management facilities are to be conveyed to another party. 13 '- " Y � .. ti I Estimate of the Construction Cost of all Permanent Stormwater Management Facilities to be Deeded to the City: No proposed stormwater management facilities are to be deeded to the City. S 14 .� ,,� i . Inspection and Construction Control Schedule to be Enforced by the Applicant: The applicant shall enforce the following inspections and construction schedule: 1. The City shall be notified prior to the commencement of work. 2. Visual site inspections shall be conducted each work day by the project site superintendent. 3. Project site boundaries and extent of clearing/grading will be staked prior to the beginning of work. All temporary erosion and sediment control facilities shall be in place prior to initial grading and clearing operations. 4. Retention and detention structures shall be inspected by the design engineer at the following stages: (a) upon completion of excavations (b) during installation of structural supports for inlet-outlet structures (c) during installation of trenches for enclosed storm drainage facilities (d) during placement of structural fill and backfill (e) during placement of concrete, piping, and catch basins (f) upon completion of final grading 5. The City shall be notified upon completion of the project, and when final inspection shall be made., 6. As built certification will be obtained from the design engineer within 30 days of the final inspection. 15 DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A f STATE OF WASHINGTON Kpj�ry ; �.I NO � �,'e'fC°J.�. r' • f:It • ' pb9b•0!!4.000Ia-ozl If � 10111 CERTIFICATE OF COVERAGE I, ® EMPLOYER:LOYER: This is your official certificate of industrial insurance coverage. You are required by law to post both this certificate and Copies of the posters listed below. Call labor rand Industries toll•frev at WASMI NGTO 1.800- 47.8367 to request-copies of the posters. INI)USTRIAI.IINSURANCE STATE • Joh Safety and Health Protection (available in Spanish) • Your Nights as a Worker FUND • Family Care/Maternity ; • Notice to Employees DIPAnTMONT OF LABOR AND Olympa INAaNOUITAIN ee0011 01 WORKER: The employer named below is an insured policyholder i Tal.t►.. t.eoo.Nr.eoe>' with the Washington State Industrial Insurance Trust Fund. 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(TWINWOW i My AH-)-I it ; 7..,n KI INn i SID403 5709MO77H AUTHS iiN3wcwinjWcI ------------------------------------------------------------------------------- iTo * AM U , I- golq Z9 ,0 ! iOP 'T- ijT "L- Mi iRL " 79 ' ig " i Tq "R 41 "S NMI- MIT- Mi WE ipq * 89 ' 00 , i 7917 Ty -M NO * ; gq .R 09 , 79 , qq , I WIT 9TIq iRf " I MTV- ill ; M " 99 " QT , i qolq LMOT WL 'T igill- M � --------------------------- ------------------------------------------------- ./I- jowno GNAS HHAHS j (W) HUMS ('FW) INqWOW i dim Ad-A W i 7A?G i SAWHI AIINn i STOWN 37OHMO11H AUTHR iINTWOWMAS -----------------------------I----------------------------*------------------------- • 1;3 9 * !7,E , i 7,0 "�.' LY "OT i Fr L. * T- ; SHi T9 - 9�11 I FC, 7 91 *q i :73 47 *T -- ; ")T. '2- i -1 H i I YOE Wo 69 " 00 , i T915 E719 i0o , MW iWAK AW 9q " i ZQV 9119 Aw " T NEW- Mi 090 97 , iLQ *0T WIT 017- iRM --------------------------------------------------------------------------------------- i �7WOI (T N173 q. 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Ell MW 2619 Aw " ; 681 ON 9701 NO , 17 " 00 " LF 'T so 's NO * 00 '1- Asip ; 90 " 91 " FTI i LEW SM9 isol- AM Mi ifo " 91 , IT " i 5L *9 961FI isq '- 0117 Mli ------------------------------------------------------------------------ -1-- i !-T 1-ki 1-D 0 (7 N--19 1�1 t-j 9 H s i (TO ) WHAHS (TWINWOW i dly Ad-A W i I.:A71(I i k.,LTNlfl i SAMM RIMM011" ANIHS i1NAWOMOMM ------------------------------------------------------------------------------------- i .170 9T I I ' i 17L *9 9 6 17 1 i 17�" , ; 9T 1p i S'i i i (71.71 -17 1 FT * i LZ 9 ) *9 i 47 I i C?6 * i -le-1 i DO i C-)1--,l 'I- i 1.0.7-1 i CIO 99 *17 i 00 i 7;7 1 AM oil TT " 8619 K51- OW ill ; ivo " 91 , IT , i OLN 95 'FT WG '- MM i 9-1 ; ------------------------------------------------------------------------------- C N 7- 0 Ht-,19HR ' i (TA ) SUMS (WINANOW i dTH AA-W N i 1-17.10 i FWDSHA 41INn i WIN% AVOUM0170 WAHS ANTWDWiO1V- -- - --- - ------------------ ---------------- -- ------------------ ------- -- - - - - - - -J NOTIUNTOW05 9NIQUO-1 5 lod! 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J(DOH 0000 " ( 'id) lHTTS NIX? 1601 0000 " WIM LAI-I NIX? 3603 i3ld) LH9IA ITGNT OL99 ' Q790 . --l- I -5N T OL19 ' L q7 1.7r CiRW) FINTOUdS AUO *97@OT : (111A) 9NIONdS AUR HIM MIMM039 AINn c-,TS).k-IUNH LL794 : m3gwnN ROC NOTSM inyis yqu7 3TAIN11W LSAMQTIki I �I I I �f .� I I i 77 00 ' 77 ' To i0i 00 SIA Too- i It " 9L , 00 , i To jz V ; 00 i ST "P i wy i L M , 00 , RE ' i 20 M 1 g - � MR " i 00 , i17 , ------------------------------------------------------------------------------------- -/I- Moo UN30 '--4 U 71 H' 01-4111ML47H:� (ILN) J-1111:71WOW i d I'd i .-1 :1--'iA i 1* i 7,70 i SA MHO AIINM i SPOHOA RISUM017U MUMS UNWOMOMM ------------------------------------------------------------------------------- W " 00 ' FF , i 20 '17 12 12 io6 ,- i0o " isd 201- ML , QL , 0 0 ' i TO '17 T.117 1 �. i0o , iGzlq iwAi9 All 00 ' so ' i 20 ", 12 'Ll 106 i0o , isli -------------------------------------------------------------------------------- -/7- Mcs 7N72 HUTHS : MAQUAIrk (TWIN7wou ; dTH PA-9 A :1 1510 i SWATH3 ill Nn i SAMOA AMUM077H MUMS iWWOWMAS ---------A-------------------------------------------------------------------------- l , t 00 ' CM-1 is "i ioi ,- N O , i Yj Fov - 0z " L " 00 ' zo M 2 Z 0o i " W "q i v J :C-1 Mw * 00 ' FS " TO "7 7 Z. i06 , i0o , jqM; ------------------------------------------------------------------------------- 7- i ��111 0,--� 9 (TWUNWOW i dim iLA-4 A i 7A7c i ?4?7HD AITNn i RIM% 17RUM077-1 MUMS i Wlwow ; ov i ----------------...-------------------------------------------------------------- QN , OW 77 , i To "-F- T F ".Z. 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AM- No , ism 707- ill , 5L ' 00 ' i 20 147 IF "L i0o , iof "5 i Wd i Fe iFF - 00 " To ' i TO 117 IT 'L i Icy i , i0o , isli —-—------------------------------------------------- -/7-- iRwol ON30 HUTHS i (PA ) HUTHS MUM= i MY M-9 W i 7_i71 i SAWHO ALlNn i shoHnA vioumhw NOW UNWOMOMM ------------------------------------------------------------------------------- M " 00 ' FW i To 4 RE 'I-* izB *- i0o , i MA 777- ; 49 , 69 ' 00 , i 20 '17 1214 NO , iso ,q i w d i 07 , 00 " RE . i F04 72 .f its ' ; 701- is7i ------------------------------------------------------------------------------- -/I- Moo ON30 mU3HS ; (WHUMS MUM= i dim UA-9 A i WAG i 9917H! AIINn i S33HOA p7gumo11u iHd9H9 iINTWOWin7ids ------------------------------------------------------------------------------- M , 00 TO , i To ", W 'L NO , Mol- ism 69- No , 00 ' 00 , i o@ * 00 " i 0 1D " i 100 " i lkl:-[ i [ i 011 OL71 i lZio 00 , No " NO , isli - I-- ilwol ON30 HU9HR ; MA ) HUAHR (WINWOLO i dTW AA-A K i 7AW i PAWHO AIINn i SpoHnA 31odmollb MUMS jjmqwoWjnjj &- ------------------------------------------------------------------------------- OHM 3AI,-1 + (P-1--10 LLE96 MUN 00!7 NOTSIG wHiR sous Ir ',1 r• I i ' 00 ^ 00 ^ i 00 ^ 00 ^ i0� ^ i0� ^ � SH � A� ' �0 ^ 00 ^ i 00 ^ i00 ^ �� T0 ^ i �� ^� �C ^l i �� ^- i70 ^- -------------------------------------------------- -/�- i �RW/7 CN38 8H2H�7 /.N3WOW i dTH ilA-H i # i A | IN., _178uMO-I U 3HS- i iO� io _________---_________________________---_________________________________---______ � 00 ^ 0 ^� � �C ^� i �� ^- i �0 ^- iH 69 ^ 00 ^ i �N ^� T� ^� i8� ^� iW� iTT �0 ^� �� ^li00 ^ _______________________________________________________________________________ �N�� H��HS (SW) lN�WOW i �I� ilA-H i # | �� i 9Hl�H� kLIMn � S3J�O� 3�q�Mn�7� iHU7Hq iiN�W�WiO� i �S _______________________________________________________________________________ �� ^ i T0 ^� �� ^L i �6 ^- i0� ^ iS8 C0�- i �/ ^ �l ^ 00 ^ i T0 ^� T� ^� i00 ^ � iW� i0T 00 ^ �� ^ � C0 ^� i06 ^ i00 ^ -/�- iOWO-1 N�19 8tj 71-4q LNIWOW �;H-33H3 ALINn S ilN7-NnWiO7id� __-_-_-_____-____-___________________________________________________-__ �� ^ � �0 ^� T� ^� i06 ^- i �� ^ iSH �- � i �l ^ �� ^ 00 ^ i 0 ^� i �� ^ iR� ^� iW�� 0 i6 i71-:i ^ 00 ^ �� ^ � C0 ^� T� ^/ i06 ^ i00 ^ iS� i ______-_--_____________-____________-_-______________-____________-______��__�-_ -/�- ipWO3 �N�0 H��HS (eW) lN�W�W �H� �LIN� � ��HO� ��B�M�� iH��Hq i1N�WOW �S -________-__-___---_-____-______-- ' ^ � ^ i �0 ^� i0� ^ iS8 00 7 00 ~ i i00 ^ iBF ^q �0 ^� T� ^l i0� ^ i0� ^ i �� i ------------------------------------------------------------------------------- ClN39 H��Hq i (�A > HU�H� (eW> | N�WOW i dIH 7UF)71H3 ALINn p-zrlHnj � �� MO7-lU iUU:71HS ilN�WOWi �� i �� ---------------------- -----------------------~-------------------------------'+ > �� ***`_� WUlN ROF' *** N8T O �FI8l7 30U _I *** T �� ~ ,� :,� I I �t-. i T !210 qi 6 i 99 i 00 09F i 78 Fri , 00 ' i LE K 00 i F2 'z- i WE i E 1 00 " FT i M M- fog '- i0o Mli --------------------------------------------------------------------------------------- -/7- Mom ON30 HUTHS i (SA ) HUMS MUM= i dTH Us-A Q i 7G 9 SAMOA TIGUMH j3HS NTW dS70 903HI AUNn M07 ------------------------------------------------------------------------------- M , 00 " 21 " i LEM 9 1 911.1 ifT , Ko " i M1 ME i7s " is ' 00 , i L . 00 ' TTI i ZTMI PL *I; iNg '- i0o , Mi ----------------------------------- ---- --------------------------------- -10- CN7 bb3HS --- i (M) HYS-Is--- (M) AN7wow i dim ily-w M 1you 943THI 0 ALM i SMADS v7oumollu MU3HR M MOM 07M ------------------------------------------------------------------------------- M , 00 ET " i L 2 "S' ImoL 'S 09 " i0o , i sflJ 1 i27 '7- Mis;6 :00 * oo * FT , i LF q 1 Ml- i0o " isli • �--1---; --I-.!-f71-7----T-N-71-13---------1--------(-5--) -M--TH--R---- (Tw) iN?WoW i d TA i 1- �--A i Il i J 0 S3H 5O1U •MH • NWMM 43HO uNn M Mi dzi ------------------------------------------------------------------------------- M , 00 , Ell LT "I q/ V, 09 , i0o " i SH Ott i7s , 32 , 000 1F M: 16 ,17 i0o , iF7 'F- MAP17 1TT * 00 , 71 * i LZ 'C 9 L , -S isq ,- 10m , isM ------------------------------------------------------------------------------------- -/7- MCI ONTO HUMS i =) H53HS (SW) INPwnw i dim iiA-w Q i 7AM i RHATHO MINK i SAMM 310=77-j MUMS i1NMOWMIMS -----------------------------------—---------- ----------------------------------- i7i , 00 ' L 7 77 -- 9 A I C-1 ivql i0o , i % 09F ; 791 29 , 00 , i Z E K TF7 100 , i 'ems *F- M i c ----------------------------------------------------------------------------------- -/I- M07 ANER JUTHS i (TA ) MAHS cew) Mwow i dTA ild-A i # i 7ATO i qY13HO AQNn i EMMA 37SUM077U QMH9 UNMMOMM. ------------------------------------------------------------------------------- Ml 00 , 27 * i LT *9 9 i ", ; ?9 , ioo * i S I\-.! 117 M , oil oo * i L F 77, T 6 ,-1-F i0o , 004- imm iTT " 00 , 71 " i LT "Q 9L ',s, ing — ilo " 07 ; --------------------------------------------------------------------------------------- -/I- iqwoo ONAG HUBHS i (TA) HUMS (MINMOW i dim UA-A i # i 7A3Q i MIMI AwNn i ssmw 37SUM071H MUMS i1N?W0Wi07iAS ITO " 00 , TO i L2 M, Kol- M " 9TT i0o , 00 , 00 " i 00 " 00 i0o " i0o , MYT 00 , 00 i 0 01 00 i0o , i0ol isvi --------------------- ------------- WAR HUM9 i MA ) HUMS (MINMow i d1H KA-9 is c?MAHD AITNn i MOM% 31OHMOIIU iHH3Hq iMMONM ----------------------------------------------------------------------------------- QU01 ONIM + OU30 sod--i LLFG6 MUN NpiRso wHIS 3AW9 1 00 ' i 00 " 00 NO , NO i sm q7T : 00 * 00 " i 00 " 00 " Wo " i0o " MOT 771 . 00 , 10 ' i LEN 9A ", izo , iTo , 01 .. ------------------------------------------------------------------------------------ - .-/7- i :_:W C,:� (7NIq AdEW i (TO) HUTHS (TW) INWMI i j T"I i _L d-"J, i # i 7j7c i Q??7HC AIiNn i P3090J 170UM0719 NU MS iINMOWOMO. ------------------------------------------------------------------------------------ M * OW 1W Wo 2W 00 ' i L 2 'i, 16 T: NO , iyo ,7- Will M , 00 " Ell i LEN 9L 'E.-, isgl- NO , isli --------------------------------------------------------------------------------------- /-1- i 'r7T W 0�) CH79 i��.j 7)1-1 s i (TA) YWHS (WINTWOW i �T i i -17 0 i :7;yosw Aamn i sygiod v7vumnwt-i WAHS PNEWOklinlidS - ------------------------------------------------------------------------------ i7T * 00 , 2T , i M "g 9L 'E) iQq * i0o , Mj OfT ; 79 * Fs " 00 . i W9 TGV NO " 0219- iWANT. 00 F T "q qLo() iQq '_ i0o , Mi AURHS (TW) WAWA] i 'j i LA— )-I i R i SAWH2 AjIran i ,10'r_IO_I 31OHM077H MOM ; !N1WWOIid7) ------------------------------------------------------------------------------- M " 00 ' Ell UK OLK, itg ioo * isli ---------------------------------------------------------------------------------------- _ 17- Mcs ON70 MUTHS i (en) HUMS (TWINWOW j din uny a i 7ABI i WjWl ALTNn S7290A 170UM0770 WAHS PNIWWWWS --------------------------------------------------------- OQF Is ' 00 ' i LEN T67 NO , jaa .z. iWA , oo * V ,9 qL '6 ifq "_ NO " i9l ; • R401 W71 HUTHR i NA ) HUBHS (eW) LNqwn!Ai i .I T'A -AMC i S437H3 ALINn S30HOS WGUMOMU jHWHS iINWOWin7idS --------------------------------------------------------- ti7go : Iwum qoc N9T510 inws wm r 1 s:• 1 0000 ' 91ZR 0000 , CEW "ET 0i 0000 " 9123 0000 " 0000 "W 0000 , 9TZ9 0000 ' 0000 ,93 0000 , 9T79 0000 " 0000 ''T i� 0000 ' 9TZ9 0000 ' 00O71 '"T 9 0000 ' 9T79 0000 ' 0000 "47 0000 * 9TZ9 0000 " 0000 "47 0000 " 9TZG 0000 " 0000 ,47 0000 " 9TZ9 0000 ' 0000 ' 9TZ9 0000 " ------ ------- ------ -------- ---- 1HOW N01130; 1311 HISNA7 # dK7 jo ?ZTS dul SISAIUNU NUdS, *** Awywyns mom 7uninn *** "dI71 9NO7 9NISn C9133N1`JOI EAN S1419 97M V d7m OT Nn11UNIZW07 9NION57 0910 " 00014- 0001 " T 000017 2= 127 OT 9979 , 00074- POPPIT 0000 "T 0000 ,51 (-1 5970 , 0007 "1- 00021T 000012 0000 ,51 13 9910 , 000F 'T- OO171N 'T 00001P 0000 ,55 5970 , 0007 ,T- 0005 "T 0000 "F 0000 "17 S970 " 0007 "1- 00071T q000IR 0000 ,07 1930 , 00 ICI 117- 0007IT 00 Ali 's 000019Z 1970 , 000711- 0007 'T 0000 '7 0000 ,57 T 0970 , 000TIT- 0007 " 000017 0000 "we 7 0970 " 00024- 0002 'T 0000 'T WEEW T -------- ------- --- 7-K) y,J9 91 A L 9NIOUd? WN 9 1 J "D Fl S 77,0030 Nninns Ponsind U Irl N kid'S 'OFT/7" NUdS Ud LTWIV NnIL117111 'XYQ 704 - ACW3 Anin 9NIGNIS 50 HUI% "XUW W 'T : 917HI AiTMn SNICN?q aNU HUTHS WNiqwni jow ,-ijino NGTijnF OU07 ONIM 07 -1 : *0763 3&nSS3&d CU07 GNIM pSa 00 , Tj- : (b) 7ang57nd An3n7an aNTM PTARITHI WISTC 1371 � C)I D "I !,',j (713UP7 E%471 ?Ws inn Hwy ", NOTLIaN01 LHrq 000 WONT ) H1d3Q 1HT9 0000 '7 1 ( ' ! A) 9NIDUdS SOME xuw 11 /00 *T Idols AOOH A999 " ( 1311) 1H91H 1ASNT i999 ' ( LAW 1117 LASNT '970OT ! ( LIAT SN13ddR AIR WHO MIM13 LEI OTO NnILNASA UZIWTLdn wnj : PASHN 00f VIUMAUTS WONA N9TSTO !HIM OT77ul% 0RmaTki i, • ` I I II IZI 12) 0 Q.1 JA 1,71 0 0 IZI 0, "17;2,51 T 000171 T 61-172 000 177 17.142100 *17 77.IT! t,) 1 7' 00 1 -IT 47;-7: 0 L71 L71 ' 7 0000, T OiZ.100 T iD-177 000 *17:7 0000 +77 Fil T V)0 0 0 1 FP77 0 tZI 0 '-f7 L7.10 017.1 17:3 @ T 0000 T ID 000 '477' 07100 +7;-7�iTI T L 0 L _,IQ7)Q 71 'I P)47:�! I Q .Ao 477 00017.1 17:7171 T 0000 "10177 000 17::7 Q.1 0 0 0 '47:7 IFI T 0 0 "T 0 Q71 177 7 0 0 0 Q) T 12) 17 T 13 t.I nN NH -ION (I I SN I -ia i,-,,n-in H LON3 J4. 33d¥q 9c.)N894 I I f �� 1 60 , LZ "E Oz go "7- i SH i NO " 00 , 00 ' 00 , 00 , NO , No , MW 6666 NO , is " 00 , i LEW 3912 NO , AL ' WAN NO " 00 " 00 " i 00 , 1-1110 , i 00 " i 0 0 i 77 i iFT " qT " Go , i L? '2 SG19 AT , isM -------------------------------------------------------------------------------- -/7- MOO ONAO ?.IF (SA) HUTHS (TWUNTWOW i dim M-A A i 7AW i SWIRM AITNn i 973302 TiqUM077H AU7HR iLN7WOWiO7ijS ------------------------------------------------------------------------------- As . qFI 60 , W "T 22 19 OF ,- iGh 's- isHi 66AG ; 00 * IR , 00 , LEW 6112 i0o , ALI- NAM i0o , 00 , 00 , 00 , 00 , iO@ * NO , Mi ; FT . GF " 60 , sp "z RM9 ME * MIR- isli --------------------------------------------------------------------------------- -/7- M77 GN32 HUTHS i MA ) HU7H9 cew) INTWOW i dim iii-A is i 1400 1 TACTWO ALTmn j FEWn" TIONMO707! MUMS WWOWMMW� ------------------------- --------- ------------------------- -------------------- ; 77 " TF " 60 " i LEW OEM ; OT1- igh 's- ON NO , 00 , 00 ' 00 '' 00 ' i0o " i0o , MW MSE NO " 13 . @0 * i WK As "T NO , QW- iWAK7 00 , 00 , i Oo * mo NO " ion , Mi 12 4, 51 -9 OF " igh "7- M ; --- _-i'--- ---------------- - -------------------- ------------------------- ---- I QW00 ON IS- - HUMS i (TA) HUMS----OW-JINWOW i dip ily-H - N i MAM i RNIAH! ALIMR 553dow swimn7w AUTHR ANTWOWinMW:-,-- ------------------------------------------------------------------------------- i2l , GF 1 60 i MIT 13 6 19 OF ,- i9t17- AN M65 NO " TFI 00 ' LZ *2 617 i0 W o , i "- ; i.' A i 2' i 1710 " IDT"D 1 00 " i C1 0 1 00 1 iOO * i0o , Mi AT , 92 " 60 " IZIE 9619 W * igulp- 07; ------------------------------------------------------------------ ------- -1/7- i 19!-11 n-'-� CTNAT NUTH9 i (TA ) AUAH9 (TWINWOW i !-J T"-d i L-i 'i- a i 11 i W70 i S4131-!T AIINn i S70HOA Wsumollu WU3HF UMMMOMM ------------------------------------------------------------------------------- jTT - 72 , 60 " L212 OW9 W "- i9" IF- ism ; NO , 00 , 00 i 00 , 00 , NO , i0o " MW 6066 No " To " 00 2LF "F 65 "2 NO " i W ; w I i --! NO , 00 * 00 ' 00 ' OW NO " iOO * MV; AT " QT " 60 " LT "T 96 "17- AT , As "s- isM ------------------------------------------------------------------------------- -/7- MOD nmqg HUMS i (OM MUTHS (UW) 1NTwnw i MA ild-A Q i 7410 i 943THI AwNn i SAMOA TWUMOINJ AWHE Mwnwimids ---------------- - - - - - --------- ----------- ----- -- -- ------------------------------ ; Wil 97 " tFIT 26 "'? A ' '- ; 9915- AN NO , 00 , 00 " 00 , 00 ' NO " i0o , AG17 M , oil 00 t LF 'F GAII-1 ; O'D I i o-!1- I : 00 , 00 , 00 ' 00 " 00 " i0o , i0o " Mli ioo " 00 " 90 " i LEW 964 OT " 10o , isli ----------------------------------------------------- ----------------------------- - 7- OW01 ON70 HUMS ; (TA ) HUTHS (eW) INqWDW i MY ily-A Q i -.'All qUIPPI AIINn i R_ HOW MOKMOMU MUMS iINTWOWMMM-3 -------------------------------------------------------------------- WM -- NOILHNTOWOR 9N1(D':;J 19WON 90C VIUMAGIS MOM N9TSTO A 19 1 1 I 9 0 D lj 171 '71 71 0 0 vo 2101 i 0 10 ,T 0 10 q 47 ----------------------------------------------------------------------------------- - -in 1, � ; -I T W� NJ Ld Cl 1A (7) ?A t-71 H S A.11.I Nn --—---------------------------------------------------------------- ------------------- 107,- -- , f, i.117 7 17-- C-1 0 n, 0 117) T 17 0 1W.1 f.) 00 0 0 0.7 T I r -------- d T. it !AI 1D k1i N HOFA �IHJ?HS ----OP14) -1 -17C i r,A T2 Ho I irin i 379H-M017y . HU71HS i i.N-FIWOW i 0 --------------------------- -------------------------------------------------------- -1 ;- -,;- 9(-. • i Q 17 100 OND i 0 1'I 0.0 • I"'.1 I'D Ili 0 0 0 0 10 i +, c;-I e E) 9 -------------------------- J.7�-�4 1 # 1 W) -LN I P Ld DA -i T-j m 0 00 ' i 0 0 0 L71 00 47 00 0 L`- • 1 7-1 01 IZ) ID 12 00 --------------------------------------------------- N71 0 H ki H.9 -"?A ) d--;H9 (eW) I N-71WOW i d T.'14 1 AA .Trin N 171 1 J.tj N, 0 IQ 0 1 1%]1 cl t,--) X-1-X. 1\1 q T S-7 C -L H T,71 T PC 60 ' 27 17 96 '9 W SH i 00 , 00 ' 00 ' 00 ' i0o , i0o , ilHi EGGG ioT , OT * 00 LEW 26 ,19 i0o , W L " iWAK i0o , 00 , 00 ' 00 , 00 ' i0o , i0o ' i7li izi , W , 60 ' LEW 26 "? i• oz ,- ig" isli ------------------------------------------------------------------------------- -/I- QW02 ONTS HHTHS i YWHUTHR ( Cell INTWOW i dTA ify-A V i 79BG i 943AH2 AuNn i somod waumol% WWS UNDWOWi0lidS: --------------------------------------------------------------- ------ 26 -3 i0f , --ighly isHi 00 , 00 " 00 ' 00 ' i0o " i0m , i7mi Asks W , oil 000 i &FIT 9 s .9 00 i F�Z Ld-1 i Q0 , 00 , 00 i 00 , no . i0o " i0o , i77i iFT ' 9F , 60 ' YT 'T 95 "? WE - i9j "T i9li ._._.-_---------......-..._...----------------------- '-------.__-_-._-_ wal ON19 HUTHS i VA "dWs (eWUNWOW i d1W UA-9 ; 4 TW33HC A1iNn Ton 779dmol7u KHEW OF , 60 ' i LEW os "y iov , ig, 17 i7wi 00 00 ' i 00 " 00 i0o * To ilHi RAS& W , 01 , 00 ' i LEW 964 No , KL ' i w V 110 " 00 , 00 ' 00 ' 00 ' i0o " 00 " i77 ; i7T ' Q71 so , AT 'T 95 "9 QT "- i9517 07 � --------------------------------------------------------------------------------- -- -/7- Kwoo ONTR A!-THE (" HWHR (WINTWOW i dim ils-A Q i 7ATU 1 SAIAHO ALINn 97mHow 77SUM070-) QUAHR UN3W0Wi07id::- ------------------------------------------------------------ ------- i2l , 97 ' 60 " 12 ".7 0619 i0f , i9917 isHl ioo * 00 ' 00 ' 00 ' 00 ' i0o , i0o , i7m ; 6261 101 ' oil 00 ' LE "T i0o , Ws ' i w I i i0o ' 00 " 0o * i 00 " i0o , i0o , i7li isi " 97 , 60 i 'Z 86 '9 ims - igul? isli --------------------------------------------*------------------------------------ - /"- WWI ON90 NUTHS YA) HUTHS ()2W) I N--7WOW i 1-1 T'� i L A--'d i # i 140 i S903HO AAINn S31HOA 37SUM077b KWHE UNWOWi0lidS ------------ - -- ------------ --- --- -- -------- ----------------------------------------- iTT " qT ' 60 " LUT 9 6 "9 i 0 FT " i 1 -17 17 i F;"j i 00 , 00 ' 00 " 6566 i0T , 01 ' 00 ' ZT 'F 2519 i0o " KL " i w A :Z' i0o ' 00 ' 00 ' 00 " 00 ' i0o , i0o , ; Ili KT , qT , 60 " zz "T 864 W "- 0417 is7i ------------------------------------------------------------- -/I- low0a cNqo HUTHS i (" HWHS (WIlimpWow i HEN : .I A-`-! iR i VATI i RAOTHR AUMM i STIHMA 71011=77" i3dWS iLNTW0WinIiW, --------------------------------------------- - - - - -- - ---- - --- -- ----------- --- ; QT ' go . 77 , i !FIT 964 it , "w i9fly ism-- i 00 , 00 " 00 ' i 00 i0o " i0o " Mi LU7 i0o , 00 " 00 ' i 1ZIE i0o , im - WiT jom - 00 ' 00 ' i 00 ' 00 " i0o ' ; 00 " ill ! i0o , 00 ' 90 " 1 &FIE 064 01 "- i0o , isli --------------------------------------------- ---------------------------------T i ! - "TNAG HWAHR (TA ) ANTH9 (uW) INWON i WA ild-A it i T RATHn ALTNn P72904 572mmol7ki jMNAHS WNWOWin7im RIM -- NAUHN-rowni ON T Q 1-:-.! 127CE : 3WUN 1• UM30TS LNOMI N9TS30 AM19 11 1 i 1 7 d� III 171 iai Z) 0 0 w, LD P. -1-7 l-',1771 S(- 17 77 ———————------------——---------————————————————--———————----————————————----—--------—-- (7 N 73 'e HS 7-j- M�G A L I 1\11. - ------ -------------------------------------------- -- ------1 .-4(i 7 H.-----i LNI --- ------ -- .7, T 17 0"'D 00 0 0 0171 i 71171 T 9 02 C-1 t" I 4L ISO -119 1 ------------------------------------------------------------------------------------ ?4,(JI L G N 3 119 I F3'DHO--J 379"MO77U I 1-N3LdOW 1 0-1 idF, 7 C A.LINn ---------------------------------------------------------------------- ry C-M 96 "9 1 . OID 0 00 ' I'D 0 Oo ID T O!A C-) i 0 17.1 1 0 0 0 0 1 0 i C-3t, T ------------------- ----------------------------------------------------------------- TI W(T j..N, W 0 1"! U 7- AS 7 H-1 Al T 7 Jml -7 T 0 0 Q11D 0 0 OLD 00 100 T 0 0 00 0 9 ','I T.114 Ld (i 1%1,71 J ?.i tf-41 H :LI l-j 7.1 H C7, 7� .7 j. —IM i NO".-I:.-I Nq T'973(1 AH T!-1 . I+ IJ .` M I 9400 " 9171-1 OWWO wwwo Mi. 0000 , 9 T 7 S3 0000 ' 0000 "OT 0000 ' 9 T z 01 0000 ' 0000 We 0000 " 9 17 0000 , 0000M 0000 917, 0002 ' 0000 'j-7 0000 ' 91M, 0000 ' 0000 '7 0000 ,57 ------------------------------------------------------------------------------ 0000 ' 9 171 0000 ' OW-10 9T 0000 " 9T7'7:,' 0000 ' 0000 ,57 0000 MDR 91M 0000 0000M 0000 ' 91ZO ME 0000 ' 0000 '0T 0000 , 9103 9T7R 0000 , 0000 73 0000 " 9TZS 9T7s 0000 , 0000 '9 0000 " 9 1 7,3 9T7O MOO * 0000 "17 0000 , 9179 9170 0000 , 0000 "j 0000 ,41 -------------- --------------------------------------------------------------- 0000 - 917 0000 " 0000 '9T 0000 977, 0000 , 0000INT 0000 " 9103 9TZ9 0000 , 0000 ,31L 0000 , 9T79 9TZs 0000 , 000010 '* 0000 : 91TER 9T79 0000 , 0000 ,13 0 0 0 L.-) 91 ZIP, 9T7O 0000 , 0000 1 L3 0000 , 9103 gizo 0000 , 0000M 0000 , 9T03 ITZ8 0000 " 00004 0000 ,43 ------------------------------------------------------------------------------ 0000 , 910p, 0000 " 0000 ,97 000-1 917, 0000 , 000011T 0000 , 91TR 0000 " 0000 *2T 0000 - 9 1 Z S? 0000 , 000010T 00& ..� 9 T 717, WOO * 0000 43 ROOM 9 103 0000 , 0000 V; 0 0 Q T! 0000 , 0000 41 0000 ' 0000 , 0000 's ------- - ------- ---- -- --------- ----------------- - ---------- ------------------- 0 0 MD 9107 0000 " 000-0 ,91 0000 , 9TK? 0000 , 000011T 0000 " 0000 , 000017i 0009 : 0000 , 00001W 000"..) 91 z C3 0000 , 0009 "'S 2000 ' 91 Z? 0000 , 0000 17 0000 "R 000015R --------- -- - -- ------- ----------------------------------------------------------- 0000 , 9TZS 0000 , 0000M 0000 : 9TZP) 0000 , 0000 "OT 00017! 91ZR 9T7R 0000 . 00001TT 0000 : 9TV9 9T7r^, 0000 " 0000 "Oi 0000 9TT? ?T73 0000 ' 00001R 0000 " 9TZS 9TZ2 0000 , 0000 "9 0000 : 917? 9jzR 0000 , 00001t, 0001) 9 T 7^ 9T79 0000 , 0000 *7 0000 "93 ------------------------------------------------------------------------------ 0000 " 91M 0000 " 00004T 0000 ' 9170 0000 " 000010T 0000 , 9T70 9TzG 0000 " 0000 ,27 0000 9TZRj 9TZs 0000 , 000010T 0000 917P 9T79 0000 , 0000 "p, 0000 ' 91M 91M 0000 ' 0000 ''? 0000 ' 91zlpj 91ZB 0000 ' 0000 '.17 0000 " 9 T 713 9HO 0000 00007 0000 ,57 7 ------- - ---------------------- ---------------------------------------------- - . 1 0000 "-- 9179 0000 TOM S ,� 0000 . 9T7O 0000 ' 0000 "41 WWI . 9TM 0000 ' 0000 '7T 0000 * 9TY), 0000 , 0000 "OT 0000 ' 91M 0000 , 00004-11 0000 - 9T7'R 0000 , 000019 ?0010 9 T UP) 0000 , MOO "- 7200 '' 9 T 7 1:3 0000 , 0000 's 0200 "07 ------ - - -------- ----------- ---------- ------ --- ---- F A ?NrNqdn An qmdo MM12 PXTNqdO yn Idol NOT--.1 7"! �-1 N T F r vind 1M 447 WR NH itws wpownN qnr simssm IIHMA019 INDHd i I I �\ � ' \ 00019T 000 ^TT 913915% 9I3G ^FX9 000 ^OT O0O ^RT � 0MM 000 ^71 9Tng ^FXs 9l3912XB 0910 ^01 000 ^F 9 000 ^sT 000 ^71 9TI91FXB 9T3OMS 00N ^0T 000 ^41 � 000 ^fT 000 ^11 9T3g ^pXB 93OMMB 000 ^0l 00017 7 _________ _______ --------- --------- ------- _______ (lM (1j) W WON ) (7 319U1 > (10 ( 1j) 1\11-1T1dA71-13 ^A17i NOIL319 WI1339 HLOIM gWuf ON YAQUIH ] HT8 H9051H WOUTH oWur ^8N= mi. lSIO NudS *** qNTWHHA 9NIN90n GAWHHA *** ^ (7l-29-0) SdTll 8NM 9mTSn NOTLIUNn3 HSmo HiIM ow9Tson sHu RiHI9 -----------______--_-______________-______________-_________________________-_ 0000 ^ 9T7rnj 0000 ^ 0000 ^9T 0000 ` 9TZ8 0000 ^ 0000 ^QT 0000 ^ 9T73 0000 ^ 0000 ~FT 0000 ^ 9TZ9 0000 ^ 000010T . 000@ ^ 9T7B 0000 ^ 0000 ^T, / 0000 ^ 9TZ� 0000 ^ 0000 ^9 ' 000i'D ' 9T79 0000 ^ 00001+� 0000 ^ 9TZ9 0000 ^ 000013 0000 ^M Or ------------------------------------------------------------------------------ 0000 , 9T7R 0000 ^ M00 ^9T A)oo ^ 9103 0000 ^ 0000 ^fT 00Mm ^ 9T79 0000 ^ 0000 ^Rr ) . MAD ^ 9TZP 0000 ^ 0000 ^QT 0000 ^ �000 ~9 0000 ^ 9TMr; 0000 ~ 0000 -q 0000 ^ 91ZIR 0000 ^ 0000 ~11- 0000 ^ 9lZEll 0000 ^ 0000 " 00001tv � 9179 0000 ` 0000 ~q [ ,~~` ^ 0, 7--1 wmon ~ mm~~ ^'' ' � 0000 " 91zo 0000 ' 2?27173 OT 0000 ' 9T7S 0000 " 0000 ,97 0000 ' 91zo 0000 " OOOO ,QR 0000 " 9Tz9 0000 ' 0000 'so L 0000 ' 91?tip 0000 ' 0000 ,9F 9 0000 ' ?Tze 0000 ' 0000 "No 0000 " 9TZO 0000 ' 0000 *97 t- 0000 ' 9T7? 0000 " 0000 ,02 -IF 0000 ' 9T70 WOO * 0000 "97 7 0000 , 9179 0000 ' T222 "M T WMA MUMS HLONTI # dw7 10 3ZIr-) W7 RTSAIUNK NUdS *** Avywyns moy y3pigm *** "dT71 9N07 TN!Sn WiOINNOO 39H SlYle s7m 17 d7m IT NOTIONVY01 ONTGUO7 0007 *1 000017 2222 ,71 oi 1970 " 00071T 000017 0000 "op 6 5970 "- 1970 , 'I. 000511 000012 0000 "51 59701- 19FO , 0005 "T 00004 0000 ,51 Z- 1970 "- 1970 ' 000711 000011 0000 "52 40701- 9970 " 000711 0000 "7 0000 ,57 60701- w920 , 0007 " 1- 0007 'T 000017 0000 "57 19721 - 1970 " 000511- 0007 "T 000017 0000 ,43 09201- 9950 , 0003 *1- 0002 "T 000017 0000 ,07 19701- 99FO , 000711- OOOFIT 000017 CEEFIE77 ------- -------- ------- -------- -------- ------- CAW CAIN) sons door HAS Mmi WTOW5 'ON WTions IHMSETHd Noilow 7Hnssomd xww Aus NUdS "OFT/7, NUdS H3d llWT7 NnI133113C "MI-ti 201T -" 403H? All= 9NION70 HO HUMS *XUW So "T % 437H? AllNn 0NTCN7q aNU HUMS G?NI9W0? WN 7!.7 OU07 CNIM K74 : Vim Synbs3od cum cNim dSd oo , IT- : (b) !YnSP7Wd M10070n aMTM HTMITH3 WIRTO ARld 00 "T id 030UHO 39NUIN voisino NOILIGN03 INI9 0019 (HONT ) HU90 IN19 0000 "7 RNINUdS mulnomi "xuw 71 /004 3d07F AM! ( 1931) IHSTH 13SNT L999 ' U110 1431 LIENT (1991) ONTIUM AUS ulua 01H.L.-11,0n39 NOIL07TWILdn iiny 14796 1 H30WMN sor 71HM71TR MUR MIMI MT9 01779LIW 09MOD-1 i l i i 1 i � ) egee '#2@f @go@ '�m92 222 "22 eI 00010 2@I 0002lm172 000 '/2 G a@0@ 'a2@I e@2o 'Tm»2 Oee "-17 2 @ @@2@ #2mI 02.10e '!9#2 00022 Z | e@1,)L71 I 2@@ fill `I9»2 @en 'i2 e , eeee '«7 Ill I e@@e `!$e} 000 t,P R | 00@e '#2mT 000VITm§2 2@2 'f2 f , 0000 '»7$I 0000 T61122 217.1e '172 2 , e0ae ''7@; Q1000T@52 go@e "f}m: g00@ " l9R7 e2S8Ne SgoUBg ^ \�I/( nN NH jj\SNT \R IS Enn HtgNggON Na !»« N 0 1 t,WaggMl 2ge88 9gMUng f4+ � � 1 I I I ' � � T 7t 71 j 17 17� i L'i 71 7- 0 i S ------------------------------------------------------------------------------- I Nl=! . -11�-I . 7 10.1 C)71 T r� NHS C L'i L I N 1-1 73`.Tj M 1-17 7! !- 1�I'd 1-1 S N 71, rj!--! 7-7 ' t� f-T ILI 1 i 1 , ---------------------------JIB--------- --------------------------------------- 0 0 7-i i 0,'0 07 L, 10 0 7. ---------------------------------------------------------------------------- MMI 73'7 T%4 -74! 17N 14 A 47 0 7 1,7 ------------------------------------------------------------------------------ *1 1 . 11'C--A 't �71�'j H 1,1 j 1. 77 1 -7 Al I N17, m 0-1-1 N ------------------------------------------------------------------------------------- .7. 1 -J- 0 21 i 0 0 I. 171�10 T-.7 10.17. 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" ico "s- -- -------------------------------------------------------- -------------- 7- , i-swoo ON% HKAHS j M) MUTHS CTWUNWOW i dim ild-A A i I SAWHI ALINn 993901 AIRAM0179 AWAHR AN7W0WM1M,3 - ---------------------------------------------------------------------- OT ' W , 60 7 ?P .m 06 '9 ioFl- MIR- Mi A . 00 ' 00 , 66 -- 00 " No , i0o , Mi SARE i0o , TF , 00 , LWE G" M i0o , ; FT "- ANU oo * 00 " 00 , 00 " i 00 isT " 9c , 60 , 12 *2 06 M i0s , ign 's- isl; -- - ----- ------------------------------------ --------------- ------------------- - ",-I- ! 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I ' 917R 91zo 0._..711,] " I'I h:..'I 1 „',I Ic..I_0 T ---------- -- ------------------------------------------------------------------ q T 7 u' 0000 0000 ,0T (1n%I�'11--I._ _- - --�--._«-__-----__- --•-----«._."..�.....«..-__�'IQl!,71��!___-__`?1471----'--•-�--1411!---I----- ---- I 0000 ' 0000 ' COMM 0000 , 9 T TR 0000 ' TS54 ,6T 2 0000 " 9TZ3 0000 ' T099 'RT :7 0000 " 9TZS 0000 " 9OT9 ,9T T ------ ------- ------ -------- ---- 1HF)IH NOTIOES idql HL9N37 -ft. ,dHm An EZTR M7 STSAWNH NUdS AHuwwns mop popium *** W77 1HOHR 9NTsn 17107NNOI ANN SUM RIM 47 d7m *T NnIIHNTRwoo SNIGUO7 0007 "T 000017 79MIET 4930 ' 00074- 0005 ' T 000017 0000 ,07 47 0970 OROTIT- OOOR " T OOMOIR 0000 ,03 5950 , 00077- 0007 " T 00001F 0000 ,03 1970 , OOOFIT- 0000 "A -------- ------- -------- (AIN) A710,:� n:-) 01-19 9 N T"D H Id 77 "ON NOTLonq shishm NOWns 3mnssom!-. 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N9!7?Q JIM 00 "T jU OTOMR WNU7W TOTSIM NOUTOMOO IHTO 0019 ^ HONT ) HIMO QT9 0000 '7 j " IM PNTIUdE AHuinsiHi xuw 71 /00 " AdOM SOM (1911) LH91H LUNT STOR , ( 1714) LAM LASMT ( lily) 000 ,07AW HIM ITHMOTO AIMO y7rWTLdn i HgownN Sor 77HMRNI LATI NPT491 LMT9 00 LAO T ifiPt.'z' 0 t.) *v) �irl 7 LA ED Q C) t 471071 I T 1-4 1 r lj 7 -71 1.7 i OC" ; -1," -T Q T "DO A r.7 In I A 17 017 0 0 0 ...:_- - �l 0 0 " 7 10 1 ---------- ---------------------------------------------------------------------------- "j I---Z J 1?..) .7 P, lu'17)!A1 I d fl: 71, - 7 tj 7. 1,1 17 J 7 7 :71 JT-Il I -D. --------------------- CIO 0 0 00 7'H 10 4 �1.7 T --j ?!I'-! ,71 "11 17). 01- -!7t 1710 --------------------------------------------------------------- 3 ------------------------- 1 H 7 ild cl w 7`1 4f i N1WI7W C i-+" i!%jn -7 i 10 0 S�! i L7�I? i L71 7 Ci ol L D :'I 1'7 i W-I 1' I'D C cy C) Q I ID i -17 D I D L?l 111 0 7 G 9 0 0 17 1\1-3 9 �I;j3H-c3 t A H'j- -A H9 l?W I N31AJ f3 1,4 ld 1',4 .1.-!'-;-I i H: -IOUM077U IN- i 7,73!-o A i i h46 3�l O.:� 3 H�i i H s Ilk!0 W C, ---------------------------------------------------------------------------------------- 9 CD P Cl 17!0 F ll� P T 1 0 7 711171 I'D],..I L")!Z) !'I I'I 0!"71 17 C'! -I- 7jL I C'� 7N 1 I-1 T H.- -1-4 71 H'-'D I T N.If; 7 Ij C2 n' T T)L. 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EWS (TAINHIHS (ewlINYWOW i HIM UA-9 A i 747U : FAIQHI AMN-11-1 spodni 77RUM0719 WAHS iINWOWMMM-3 .......------------------------------------------------------------------------------ M , 00 * LO ' LEW RG "9 i9p , NO " isHi NO , 00 . 00 " 00 ' 00 ' AM NO * MW out i0o , Ell 00 ' i LEV RYIT Am , inni- adit 00 . 00 ' i 00 ' 00 ' NO " NO " MM 00 * Lo ' ATIT 86 "9 iq? I _ ; 00 * isli ------------------------------------------------------------------------------- - , I- Awc? CI, 50 HUMS WA ) WHAHR (WINTWOW i dim M_" A i DAMPS ALINn F71HOO 310nM077d 001% UNAWOWOMAS --•-- -- - -•- - •- - •--------- - -•---_---------- --.-......--------'-__-•`..,M ---�li�T i;..ihlTFif�.li'1 '1 ��I�.ITI?: I11.� 14790 QWHN Mr- i LEF I LNDWALL RESUL15 I Rl WP LE, I PULL Bk . f/ HIM '--:PALING =LEYP TIU N LJr OF Qw I LNiNb BWN DPNw AF WakiNa Kohl- Goo iz:i 0. 0000 n 0000 BZ 1&- WOO 0. 0000 0000 8z lb 0001-i 8. 0000 0000 BZ ILI 0000, 10. 0000 0000 6M, 0001i.) 12. 0000 0000t 8M, 00M.,l 14. 0000 0000 8Z lis 000;.�-' 1b. 0000 0000, &M, 0001"i 18. 0000 0000, 8 z 1i= 000lZi 20. 0000 0004.[ 000C..'i ---------------------------------------------------------------------------- -- W. 00bo L. 0000 00DZ: W 1 Li 000iz, 4. 0000 0000 6 z 16 00W.! 5. 0000 0000, 0 Z) 8. 0000 0000 0 Q'-i 10. 0000 woolzi 0000, 12. 0000 0000, 000'i 14. 0000 00011f, BZ I b 000C'i 16. 0000 . 0000 dZ1L, . 0000, M. 0000 . 0000 sz 1 . 0000 20. 0000 . 0000 . 0000 20. 0000 2. 0000 WOOLY) 8 z1L7 0000, A . 0000 0000, 8z 16 0000 b. 0000 K ILI .000.1; 6. 0000 . 0000 821c, . 0000 10. 0000 0000, MO. 0006 iL. 0000 0000, SM, l000 11. 0000 0000 0 z 1 L'. 0001L,; 16. 0000 00M 8216 0000 18. 0000 0000, 8z a b 000m.: zu. b000 0001z. 62 1 .. n low --------------------------------------------------------------- & 10. 0000 2. 0000 . 0000 WK . 000Ci 4. 0000 . 0000 BZ0, . 00M 6. 0000 . 0010 8z M 00M, 3. 0000 . 0000 8 z 16 0000, 10. 0000 . 0000, 811 . 0000 iL. 0000 . 0000 821E. : 0001-1 14. 0000 . 0000, 8216 0000, lb. 0000 . 0000 8Z1& 0000 ib. 0000 . 0000 8z 1-D WAS 20. 0000 . 0000 W16 0000 ------------------------------------------------------------------------------ 1 20. 0000 2. 0000 0000 sz 16 0000, 4. 0000 0000, 82 Q 000o 6. 0000 00001 BL1C, 00011f, 8. 0000 0000 sz i D 0000 10. 0000 000121 SM, 000cl 1 0000 000125 WILD . 000C) i4. 0000 . 00 ICI 0, sz 1E. . 0000, 16. 0000 . 000c, 8Z 1 0 0 0 CD 18. 0000 . 0001LI 6 z 1 000c, 20. 0000 . 0000, 0000 i I ARE DEYMNED W11H FLUSH LOND111UN USIN& SHURI LLIPI MiDWES1 MEIHLLIL. PAUL WIRF DEblbN KilHi LNDWOLL jub NUMBLK : 05LI"", 00 i M 1 ZL SHURn UNL Y GEUMTKIL DATA B W Y bPkU!Nb (FEE0 INSEV LEF7 0W ) 1NELf HIGHT (FEET ) RUDF ILUPE MAX, ! RlbUiARY SPACING 4FT. ) &. 0000 GIFT DEPIK ( INCH) 8. 00 GiRT CQNDITIUi',i LUSK ;JUT SIDE. FLANGE BRkLED A ! 1 . 00 FEE"! DESIGN CRIIERIA WIND VELULITY PRESSURE (q) : -11 - 00 P&- WIND LOAD PRESSURE COLIF. : 1. 20 WIND LUAD SUCTION LUEVF. m 1. 01.1 MAX. DUMB INED SHEAR AND BENDING UNITY LHECK : 1. 03 MAX. SHEAR OR BENDING UNITY CHECK : 1 . 03 MAX. DERLECTlUN LIMIT PER SPAN :L/120. SPAN BAY MAX PRESSURE SUCTION PRESSURE SUCTION NO. SPACING TRIB EPA LUEF UDER (KLF ) (KLF ) ------- -------- ------- 1 18. 8283 L. 0000 1. 2000 -1. 1000 . 026A OL64 20. 5000 00000 1 . 2000 -I. EOOO . 0264 12. 6720 d. 0000 3 . 1000 _1 . d000 . 006N 4 EO. 5000 E. 0000 1 . E000 - 1. 2000 . 016A b ls. SL63 2. 0000 1. 1000 - 1. 2000 . 0som -. 020! LOADINS CUMBINATIUN 11 WLP L. WLS 11RIS ARE LONNILTED USING SHDR7 CLIP. *** CRITIQAL ROW SUMMARY *** 11PION ANALYSIS LHP SIZE D& LAil; LEl',4UiH LtFl bECTION RISHi rr~ -------- ------ ------- ------ I i5. L866 . 0000 SZ16 . 00001 L 1S. 9563 . 0000 6zl6 . 0000 3 is. 1303 . 0000 SZ16 . 0000 A is. 958s . 0000 L2i& 0000 5 l& L866 . 0000 EZ16 i 1-1 N U-) '4 1- L-1 1,''11-1 1 Li.I NLE r%l i r1 LU I '-�-I DL t W i DE V,k;1 0 If,L"I 0 ilf 0 o 0 v i 5E: Ot 0 Ol 0 b I ^»m *** 6lRr DESIGN *** +** H1GH1 LHDWALL *** jUB NAME ; Old /7 / Nb LUMBlNAllUN -- WGP ^ > ' ----------------------------------------------------------- ----- - -- --' ' - - SHEAR ! HLLDWABLE FORCE, ! # ! K-Fi ! KIP ! MOMENi (Ma) bHEAH ( Va) SHEAR SEND �ukb ! -L/ ' __-___-________--'-_--_-____-____-__-_--____-_____~_______--___-_----____-_---- ! LS ! . 00 ! . 10 3. 98 3. 37 ! . 07 . 00 . 01 ! ' LL / . 00 ' . 001 . 0izi . 00 ! . 00 . 00 . 00 . i 1i �M 1. l� ! . 00 ! 6. 18 1. 17 ! . 0& . 16 . 161 78l ' � i 00 / �� 0� � 00 �� 00 ' � RL ! . 0� � . � . , , , , Qs! . 00 ! -. V4 ! b. 26 3. 3/ 07 . 00 . 01 ! ---------------------------------------------------------------------------------- _- SP ' LU ' M3MENT ' SHEAR ! ALLOWABLE PUHCES ! UNI7 �� WHULKS ! DEFL � 4 � K-F | � Kip ! MUMEN7 \Ma) Si-.EAKvva) ! SHES BEND LD),& / LS ' . 00 / . 26 ' 6~ 08 1. 37 i . OIL. . 0 0 iLL � 00 � . 00 �� . � . 00 ! . 00 . 00 . 00 ! & FH ! i ^ 3i ! . 00 0� �. �� 3. 37 ! . � . 10 ^ 10 \ 6Wl ! RL ! ' 00i . 00 ' . 00 . 00 � . 00 . 00 . 00 ! fHS� ' 00i -. L6i 6. 58 3. 37 ! _.06_____^00_____.0^ : ________ -------------------------------------------------- -- hP ' LO / MOMEWV SHEAR ! ALLUW06LE FORCES ! UNITY CHECKS ! DLrL � # � K-FT ! KIP ! MOMEN | (Ma) SHEAR (Va) ! SHEAR BEND LOM8 ! -L/- _____-______-__-_--__--_-____________-_____-_-_________________~_______-___- / Lh ! ° 00 ! . 25 ! G. ?6 3. 17 . 07 . 00 . 01 ! ! LL ' . 00! ° 00 ! . 00 . 00 ! . 00 . 00 . 00 ! 3 �0M !� 1, 21 ! . 00 ! 3. 98 1. 37 ! . 00 . 17 . l7 ! 682 / 00 0� ' 0� 0� �� ' / RL / ° ��! . �0 � . . . . . . � Mi , 00 ! -. 25 ! E. 98 37 . 07 . 00 . O1 ! ___________-_____-__________________-______-______________________-_____-_____- " ' LU / MUM�Ni ! SHEAR ! ALLOWABLE FORCES ! UNITY LHELKS ! �E&L \ � # � K-FT ' KIP / MUMEN [ (Ma) SHEAH (Va) i SHEAR BEND COME ! -L/- -/�__�___-__��______�_____ _ __-_-______________________________-______ ____-----_- / LS! . 00 ! . 26 ! b. 98 3. 37 ! . 08 . 00 . �1 ! �! on : . 001 . 00 ! . 00 . 00 . NW . 01 ! _ UM1. 31 ' . 00 ! 3. 37 ! . 00 . 19 . 19 ! 16�� AL! . 00 ! . 00 ! . 00 . 00 ! . 00 . 00 . 00 : M! . 00i -. 2b ! 6. 98 3. 37 ! . 08 . 00 . 01 ! ____________ sP ' LO / MOMhNT ! SHEAR ! ALLOWABLE FORCES � ON CHECKS K-F) ! KIP ! MD%NT (Ma) 6HEAH ( Oa) SHEAR BEND UuMb ! -�/- -- _________--~~_____________._______-_____-__________-___________-------------- - ' LS / . 00 ! . t4 ! 6. 98 3. i7 ! . 07 . 00 . �l ! iLL ! . 00 / . 00 ! . 00, . 00 ! . lo,0 . 001 QiFMi 1. 10� . 00 ! S. 92. 3. 37 ! . �01 . 16 . lb ! 781 iHLi . 00 ! . 00i . 00, . 00 ! . 00 . 00 . 00 ! iKS! . 00 ! -. 14 ! 6. 98 3. 37 ! . 07 . 00 . 01 ! ' i ) i / * ** blHT UEb i EN ««* HIGH ! ENDWPLL *** Ju6 .vAME: 91277 i � DlNU UDM6lNA7lU}x -- WL�-% \ ( .-- / �P ' LU ! MUM�/�'| / SHEAk ! ,�LLu��LE &u��Lb . UN11Y CHEl�.s � its ^- � . ! 4 ! K-F | ! KIP ! MOMEN ( <|ia) MEAR ( Va) ! SHEAR BEND ULUM -L/- ___________--__________-___--_-___________-_____-__-__-_____--_------__-__-__-- ! LS ! . 00 ! -. Lv ! 6. 98 1. a7 ! . 07 . 00 . 01 ' ' ! LL ! . 00 ! . 00 ! . 00 . 00 ! . 00 . 00 . 00 ' ' 1 ! FM / -1. 10 / . 00 ' 3. 49 1. 1' . 00 . 12 . 00 ! 781 / ! HLi . 00i . 00 ! . 00 . 00 ! . 00 . 00 . 00 ! ! kS ! . 00 ! . e4 ! 6. 98 3. 37 ! . 07 . 00 . 01 ! _-__~__________-____________________-______---________________-____�__-___ SP ! LUMOMEN | ! SMLAR ! ALLUWAbLE PURCLS ! UWl? Y LMCKE ! DUL ! # ! K-M KIP ! MUMMltma) SHEAH ` »a) ! BHEAx DENU LJp/b ! -L/ - _______--_-_____-___---____-~__-__________-_--_--______-_________--_-_-_--___-- ! Lb ! . UU ! -. 26 ! 6. 98 3. 37 ! . 06 . 00 . 01 ! ! LL ! . 00 ! . 00 ! . 00 . 00 ! . 00 . 00 . 00 24M : -1 . 31 ! . 00 ! 3. 49 3. 27 . 00 . 38 . 00 ! 1m. ML! . 00 ! . 00 ! . 00, . 00 ! . 00 . 00 . 00 ! ! R6! . 00 ! . 26 ! 6. 18 3. 37 . 08 . 00 . 01 : __-_________-______-_________________-______________-__-___-______----__-______ SP ! LU ! MUMENT ! SHEAR ! ALLOWABLE FORCES ! UNI | Y CHECKS ! DLFL ! # ! K-FT ! KIP ! MOMENT (Ma) SHEAk (Va) ! SHEAR BEND LUM8 ! -L/- ___________________-_-___________________--_-___________________-____________-_ ! L& . 00 ! -. L5 ! 6. 98 3. 37 ! . 07 . 00 . ol ! ! LL ! . 00 ! . 00 ! . 00, . 00 ! . 00 . 00 . 00 ! VFW -1. 21 ! . 00 ! 1. 49 3. 37 ! . 00 . zb . 00 ! bSL M ! . 00 ! . 00 ! . NiZ-1 . 00 ! . 00 . 00 . 00 ! ! RS ! . 00 ! . 15 ! 6. 18 3. 37 . 07 . 00 . 01 ! _________________________________________________ ___________ - / LO ! MOMENT ! SHEAR ! ALLOWABLE FORCES ! UNITY CHECKS ! DUL � * ! K-FT ! KIP ! MOMENT (Ma) SHEAH (Va) ! SHEAR BEND COMW -Li- -- ----- ----------------------------_-_------------------------- ! L-6 ! . 00 ! -. 26 ! 6. % 3. 17 O8 . 00 ! LL ! . 00 ! . 00 ! . 00 . 00 . 00 . 00 . 00 41M -1. 31 ! . 00 / 3. +0 3. 37 ! . 00 . 36 . 00 ! M-1 ! Hw ! . 00 ! . 00 ! M6 . 00 . 00 . 00 . 00 ! ! HS ! . 00 ! . 26 ! 6. 98 3. 17 . 08 . 00 . 01 ! ENLYMOMMU SHEAR !SMEAR ! ALLOWABLE FURCE6 ! ' UNlTi CMEMS ! DUL ! # ! h-FT ! KIP ! MOM&N | (ma) 6HEAR &Va} } SHEAR BEND LUMB ! -L/- ________________________________________ ______________________________ ! LS ! . 00 ! -. 24 ! 6. 98 3. 37 . 07 . 00 . Ql ! ! LL ! . 127-0 ! . 001 ! . 0 c"i . 00 . 00 . 010 . iz-0 ! VbM! -1. 10 ! . 00 ! 3. 49 3. 37 . 00 . 02 . 00 ! 761 ! RL ! . 00 ! . 00 . N0, . 00 | . 00 . 00 . 00 ! Ms , . 00 ! 6. 58 1. 37 ! . 07 . 00 . 01 / ' I f RIGHT ENDWALL RESULIS JOB NUMBEW 0527'.' k, i LAP i--F ULL BAN RIGH1 "P 1-.IU ELEMION L&I UF OPLNIM BIWN UPNG OF UPENINa 41WHi 0. 0000 0000, IL, U 0 0 b. 0000 0000 lb 8. 00 00 0000 sz I L, 0001.6 10. 0000 0000 B z I co 000i,-,l 12. 0000 . 0000 &Z1b . 0000 1, 0000 0001LI 8Z ic, 000ii-I 10. 0000 Moo 82 lb 16. 0000 000u, ELY-, M0000 0000 u 0 0 Ll do. Moo a. 0000 0000 q. 0000 0000 SZ16 n 0000 b. 0000 0 0 0 C,.'i sz1b . 0000 B. 0000 000c'i W 1 to . 000i,-*i 10. 0000 0000 62le, . 0000 la. 0000 0000 SZ16 Woo 14. 0000 0000 82 i G. 0000 1.6. 0000 . 0000 8Z16 . 00001 16. 0000 . 0000 8zib . 0000 20. 0000 . 0000 BZ16 . 0004.11 ------------------------------------------------------------------------------ 19. 6720 2. 0000 0000 SM, 0000 4. 0000 000LA, 0000 6. 0000 0000 Allizi L. 0000 0000 8z I El 0000, 10. 0000 00001 8 z I b 000IL'i 12. 0000 0000 8Z I El 0000 14. 0000 0000 WIL, 0000 16. 0000 0000 SM, 000i:_: 20. 0000 LOW, 6M OoWi ---------------------------------------------------------------------------------- 4 20. 5000 2. 0000 003o S2 I t, . 003C'i 4. 0000 00oizi bZ Q, 0000 w. 0000 0000 62 1 t:. : 0000 8. 0000 00010, 8 Z 1 0004", 10. 0000 0000 6 Z i 06012i 12. 0000 0000, sz 1e, 0002.1 14. 0000 0000? 8z I el 0000 16. 0000 0000, BM. . 0000, is. 0000 00001, Bz1b 0000 20. 0000 . 0000 W 1= 0 0 0 C) ------------------------------------------------------------------------------ 5 10. 6720 2. 0000 0000 8z 1 I'D . 0000 A. 0000 000e. sz1b 000,25 6. 0000 0000 SM, 00oci a. 0000 0000. 8216 0000 10. 0000 . 000141 SZ16 000i'D 12. 0000 . 0000 W15 . 0000 14. 0000 . 0000 WIG . 0000 16. 0000 . 00001 sh 1 t) . 000C. 18. 0000 . 0000 SM; OWL" LO. 0000 . Moo • 0000, ------------------------------------------------------------------------------ MR% A D RE ESIONSD W11H FLUSH LUND111UN USING SHOR7 LLIP1 (2-EDLIS) . i :. 4 K&br METw2E # LOLUMN kw N #� @+ LLID&W J3 NakR : §23 N¥ @£I% �±E) : ga.&b SAY SPACING (w5) ; 6G 61yi (-EL") : I&a e 2 gSEk3b ; 2,00e 2 EJ SLOPE ; wk a2ER e i».e) ; » E W Q&DIa ; FLUSH o£mDuHG2±S ; &R GRGDmHgE±b : 2.Oil e ENDWALLl IG 2e ; L # BAYS : 1 ±@2» 6 ¥r SEa 2RJw 99 w% 3:£:a Pe3uE %a 2.K qE w13lQ SOP. {EG g: E 3L W C222 LIMIT : 21±. w W ±B 6r 2E.: ak y w QL±JI6 L' ; -aK »3R + kQlk OMIT : ae eGR3ab2g 2@I ; a@ 9! LUADING cMBIg2as R+ G±SL a LaJ a±wb %± L+LP t R+ &b Geaa m2 &£eba&Q r 1 Gk 'eUL AN w2 ±@IQ 4+ COL SSIa ANAL. as. G m PaSuE Salk meb£ bDly # 2± LEWTH Q Ig HEIbi 3a. S3, | R �±e } g& s 2.a2 1/Ne Sat .a& n WO .ae s r9 £ y35 22 J &.kb bwb ,,k .5& .Ba s b§ 3 &32 6 43 &.&b 4 b&s ae.6Q E01.&e a.£3 ,900 s9k S E. b&32 3.35z la k@ 2a417 .k0 -V& .095 n me � i 'I I *+ CULUMN JESiGN 44;; • ;*;<;< LL•r1 ErviiWaLL +±+ +�� DUJPif� NjMBEE _li'� ?: .'iLe1. l"1 ,=cLi.' _ �.CICIC I A!:iAL B;l D 1 N OWASLE FOR- ------ ---Jiu 7'i -h-C ----� , CJhir i P'ii;h I ORC 0,j R INNER Jiv1 l Y I D*- CDi'IC LJL I klp. klp-ft i k1C5 nIp-ft ilp-ft kiPS i !HEIF, . Li-- ------ ------ -----i----- ----- ------ ------- F FI''I I i.L I i3.4�' 6. 4z C 1 I Gi 1 .5.15 1 ib.10 b.L`5 r.-J 431 '6 .III C I f N i -..33 -4.AIL[' I 50(}.�YO L. 7.4J 4.J!/ J:• J5 I rCl.ItIC D.JV d.JJ 4•�(1 .C.�I .1 i .S'7 1 .LL I I FP; 1 -1.36 3.51 I �l?.Le n.3i3 7.4J 4...7 I -.k..: .4- 4 i 1 .44 1.47 1 50.Ob c.76 L.3 2 fh ro 4 1 FM E .04 - ! !7.i)1 G 4J 4.J N.7: . 44 JIB ! JU 1-J.` i i L1 1 .014 '1.- 1 'i.4i 6.JC C. 17.r:1 L. ! .1C , 11.E. Zo i 47 E.6C .1;'l, 1G _ C _ �' ! F I II I L.V S J.v l • S I•8 l b.38 i. i J .4 e' •4 J I •.J L • �u,] _i.4; I ci.47 6.3d E.3� 4.5iE .11 7 i7 I C'6 1 , 1 :..3, 4.J1 1 .7.37 1[i..i.7 i.4J 4.J71 47 i].64 (_'..'-'J 4•�1 1 ..1 .17 .; . .Jl� I ]Ftlr COLUMN NUMBER; . 51Lt WL1:' 61 li'CC.I1 - C.0lk, I I A);1AL BENDING I i----- NLLUWABLE FORCES -----) 1 JIIiTY CiiicCi•;---- 1 COMB 1 MAX LOAD1 I -ORCE MUMLNIIT ! PXTAL MOlNIENT MOMENT SHEAR I OJEcii 1NNErR I UiN,iY I D-- CUl+itlLUC I kips kip-it. I kips Kip-Tt It,ip-tt kips IAl;.AL ,LGE. -Lu. 1 ;7tCPi 1 Li 1 rPi 1 L._L4 �. I 1 1 L4.LC' S11C//'.LC' l(l�•L✓�C:` Lam.LJ I •J4 1�L' .rr� E •Cl' yI V. S4 �. I L7.�b c'.LC 11U.�G �L.L�I .Ji .VJ •C1J C• I I :M i -L.JC 'I 18C5.tir' i3.7i 1 .71 c�.E'?! -.P4 .74 .i'4 i .7F 1-c31 C 1 61 1 5C -3.4Li 1 Go.41 13.7 1 13.7i C..E 7 E 04 /` /_J I ;"'•II I -3.56 G.L. 1 4i i3. , 71 �7.DII I4 .ol'I /bl" I -" - 7 .-. - j 1 Gl i .JC �.c4 1 CG.41 1�. ;1 i 7 1 �i._7 '.'1-t /2,4 24 1 2k I -C.C; 1 ,5=. "4 _ ii _ fi .tile •:.rf •:- i /74 i-C�'i 36 1 3�.34 1 i 1 3. i i ..6,17 f .Oc. /i4 •c4 I •"�4 5 [r' I iC 6.]"J I JC.Z'4 �. it ii =.D/! 1C I G1 JG.34 1J.71 71 ='].Dii .IGIL' •�_.' ..:J 1 /L C 1 FM i J.57 -f.OJ 1 :4 1 .71 !3,71 Zi. .17 C bi 1 J.97 -3.1J 1 32.34 1.:1.71 _ ./1 .' .!6 .'_2 .01, .. 10 Qlq I �v rya i 1 IS I _.97 +6.D17 1 .L.34 �}x LULJr'IIV rV1J"il''�R J Si:C CAiLi,`.' *}� L''1 .I �CT1 L.Ev:4 E I iiXI BENDING ----- ALLOWABLE FORCES ---- --Jfri Y CIi_C'r;--- 1 COP,; I M;)v LOAD E 'FORCE Yj0PiErdi i AXIAL NOhiirl M3r._-Ni :HEAT 1 JLIiER 1NNEh i UNii'i I D=F" C0MB11 OC I kIpE 1iF-ft i kips k.-1 ft kip-ft kip: lA?:lAL FL6E. rL O . CHECK Li i.44 1 G1.40 1C.J7 _i 1 1ul i. �4 I Ci.4e' iC.51 lam.Ji Z. ii I r,i .SIC • .�`I 3.20 -11.61 1100.07 1C.77 16. 'I C.J?I -.Nt' •b` a b5 1 .�J i'_�J I Li 1 --.clr r IS Il�00.0, 1D., .i( 5mI e�_' .22(� . 1 •Lr I I� el.6L 1100.07 1b.17 1�. i t r'J•..Ib l -.L''•l .L�Y.� .60 I ..11 I _LJ I 61 I -J.L1� J.J1 !i 00.0I 1l.i I 1 G.r I r'J.JC•I -.�k".3 .21 •i1 1 .18 I II�� 4 1 1 PI I lil _ie.JL I JCI. 3, lb. I I . i i JJ. Sb I .ClY' .�'J I .C'L ! IJ .67 i J`v.`.•J i' i 7 i JCI 1 .CCI / .C� I •"�� I 113.�fb 1 ;'.5 i '.77 1�.77 3- .5�i .I IC 1. "; I Sb.J: 1 C•. i/ ;E.. i i .Jb i .C,0 .2 •CL 1 .JC 1 h 1 FV, 36 -5.67 I 66.53 1 El.7( :6.11 3:.561 .15 .13 /JC E .4 1 J 1 5.36 -..J2' 1 36.53 16. /7 10.77 Jd.Jd1 .15 .L �1 1 .Gb 1 7 I �Me i J.3o ic.33 1 3E.5 3 16.77 16,77 33.Jr 1 ..J' .74 •r 4 i .33 1 C'02 r.Jib J.tib i .aD..1J 1G•(I 1t• 1 i J.J.vt 1 .1o' .LL' J i . • . . +** LEF? ENDWAL� +++ JU6 l'1INE. {J JL.1 *+* LGLLiI'il� IvJltiirtR 'I Ji1� C),IL1J t*t L'i 1'��il - �.l''N. - r .L. .., ..., FDR r ----- - ____. HX1HL rLNu1NE , ,----- H' LOdABLr rJn�t� i- -Jfvi i'r CrECr; COhir l i'iH); wLii;il! I rCl.:' L QMLN FiXIAL If.JhiEN'- NJiriLNl HLAii Dhi61LGi; i k.p I;lp-ft kips K -ft k/p-ft I•,ip= Ik),1HL 'rL6 . FLGE. i i I------- ------ 1 I FriI ...44 .40 iE.:7 J7 2�.17 i .`c7 .IS 19 1 .46 1 o i I 61 1 LT i� 17 12.�i 5.1i rPl C I LI I J.Ce -(.}i.77 I IV,0.(0 1 C. !I 16. 7( •.J-JG 1 -.(fV�6 •E6 -�r I Fh1 1 -J•20 10.0; 11001.07 16.i( 16.(( �J J.JC'I -.CI�J .bU •E.0 1 I bi 1 -3.C10 .cis 1100.07 16. '( 16. I I JJ.56! ILA: .E1 iB i 4 1 Irhi 1 iC, -10.5c 1 56.S :6. 1,- 7 33.56i 00R .61' .66 1 .6'c I-EEo 4 I 1J a I' •!0 - .G J I Z6.J J 16. i I 1 6. f•( ..I.J.56 i .el el •E_ •�L 1 .� I C.77 JD 66 J6 i .I�II'� .�L I 6 1 i'hl 1 .36 -7.67 1 J6. Z iG. 1G.7' 33. I 61 I ..�•D 5� I 36..,. C. "! 1 C. i r ��.J6`� .15 .C1 .C1 1 .IUb 1 1' Cr u} bG.=': I6. r i 1C.7i uu,J6i 1J i4 ,4 , 6E: 1 203 r i 16 J6! .1J •ter .�� { .JG ** COLUMN NUMBER J L�:7E 80Ci6 *** Gi (FEET) = c.ON 1 1 AX:NL &Nu1NG i t'----- kLL &BLE 'FORCES -----)I(---UN TY' CiiECK----1 i E;Of+Y� I MAX LOAD! I FORCE P M--NT I AXIAL M0MENT MOMENI SHEAR i OU,1ER INNER i UN11Y I LEF COMB iLUC I nips kip-ft i kips kip-ft kip-It Rips I At'1 L FLUE. rLHE. I CHECK I Lra ----I---I------ ^---�--i------- ------ ------ -----i----- ----- -----1- ---i«-- 1 I Fi I 8.i4 c 7i i E4.E 10.c& V. EJ; 34 .S6 .cb I .6P' 3 0 L"L.EJ i .J4 .IOC .l':r 1 C- ! c I FN 1 - .56 -10.10 1 68.47 13.r l 1 71 29.67 i -.0'4 .i4 .74 1 .78 ! C 1 61 1 J6 - .4`; 1 88.4i 13.(! iJ.!i cJ.671 -.04 .cJ •cJ J .c? 1 i FPi I JCI S. 16n.47 i3.?i L.7i L4.E71 -.04 .E0 .E0 ! ,56 i c3i E4_ 1 86.47 13.7, 16 i i c .Ell -.04 .'E4 4 1 F I I S.6! I JG.J'+ ll L.71 0C' .6J �`, �. 4 1 G1 I .1L _ 1 ,Jr. r i:J. 1 • L�.I.•t i .�I I.' ._ai .L4 r .c l r I F111 -3.6; .+��!�' �L .6f 1 .6t 1 l"'1 i .1r .J7 1 Jr • 1v. li. iL. (1 .cl, .CIO .-I CJ I •C., 6 1 Fhi 1 J.L;7' .:G .J i .5f 6 I GI 1 f -d. 3 13. is 1Z. r Li..`1I .18 .2,3 r I iI'1 I �•.. 1LI.ti' { - .J4 !J.%: LJ.�iI .lE. •��• .y:,r r .ly_S r 1-'. I Gi 1 ,..97 57 I 3_.34 2_.E 7 .18 1 1** t:OL•UMN NUhiBER br SiiG Si;3.5 i5 }** :i ',F ETi = E.Qt0O i I NXIHL ntND1NG ----- ALL'JWA8 E FORCES -----. i .---Ui I I Y CHECF;---i i COhli3 i hiHla DRC_ hiOMcl:i i hi:1 R_ hiOhiEPv i MJIIEiti i Sii-H i Lk:i=k I NNE i UWI'Y i i}cF _iJ!y;E1_OC i kips kip-ft nips F,ip-f N1D-ft. r,]05 IH):1HL rLGL. rLGc. 1 IrICLFi 1 L/ ----'----1---�� I ------ ------ -----I----- ---- I. I' y 1J i.OD 1 :J•40 6. I L1 I b.15 is 1 1C.1 �4L? E.Lf Z�.4Si .20 d� I SIN 1 -1.38 4.2-0 1 50.06 S.35 .4.- 4.:'7i -. '0 5k+ 5E i-335 8 I GI I -i.38 -1.5e 1 50.0E 8.38 8.3" 4.571 -.V2 1 .u I a 1 Fhi I -1.30, a.J! I J0.76 E.32 i.4J 4.' -.00 .4� .47 r 44 { �.a5 3 1 Gi 1 -1.38 1.47 ( 50.0E 8.338 S.33 4.57 i -.03 .i8 .i 8 i .15 I 4 1 rii 10,4 -3.7 3 1 i7.81 8.38 4.i 4.J7 i .EI0 44 .50 1 .50 I-3.. �S E... 4.J i 00 1G4 1" 5c i.4i 0. 4 7.J hi 1G iE r 1t• >;_ 4._!I .IL�� .C_' .J J: i t?1 i .i24 53 1 �1.47 8.38[ E.33 4.5r1 .l,0 .iB .is .? 1 6 I FR I L...J1 3.3,7 1 17.Ei .rJG .4r' 4.J11 !.! .4l' .4.r 1 .32 1 -1 G I uI 1 L.J1 1.44 I 21.47 B.rJs E.06 4.57I .11 .17 .1 r 1 .06 1 7 1 FII 1 E.,J1 4.:1 ( 11.6I 6.38 7.4:) 4. ,7i .iJ .54 .bl i iJ 1 J6i f 1 61 1 c.31 1.61 1 21.41 B..3" S.33; 4.J!I .11 .14 .is 1 ..;0 .J MIDWES! MLIALLI,'- PABE 1 LLF7 ENDWkLL ENDWPLL HAKER job NUMBER -;SET*. ( ANALYSIS UNLY GEOME7HIC DATA ENDWALL LOLUMN bPACING: 5@20. 001',?, ENOWALL COLUMN SPACING ! LNDUPY (FEE! ) :&A. 0000 PURLIN EXTN. & EE! ) . 0000. FRuNT 11DE CANUP ) mr ) ; . 0000 BACK SIDE UANDPY 07) M 0000 FRON7 blUE RODF bLOPE 1 . 00112 bkwK SILit HDDF EWOPL PURLIN SPACING Am A** DESIGN CRIIEHIA DEAD LOAD (PSK 1. 000 LIVE LOAD QSF ) E8. 000 WIND VELUCIlY PRESS (q) : 11. 000 PSF BUILDING CONDITION (E, P, U) i la- BPCL. bCp @ ENDBAY/2 ; -1. 500 SPCL. UCp I OVERHANG t -1 . 500 SHEAR UR BENDING LlMIf : 1. 036 RAF iER DEFLECTION LIMIT : 1/ 160. LUADIPSIS COMB INATIUN **4v 1. DL+LL DL+WL 3. DL+O. bLL+WL A. DL+LL+0. 5WL LOADING ANALYSIS ucp PUHLIN UCPX DL4WL DL+LL SPAN LONGTH ENDBAY/2 CULF. EXIN. COLF. KLF ) (KLK ------ -------- -------- ------- ------ ------- ------- 12. 0000 -1. 5 0 0 . 0000 -1. 5000 1621 n 1707 il. %59 12. 0000 -1. 5000 . 0000 -1 . 5 lei 00 -. 16LI . 17K. L 20. 0693 12. 0000 -1. 5000 . 0000 - 1. 5000 -. 1621 3757 L:0. 0&93 i2. 0000 -1. 5000 . 0000 -1. 5000 4 20. 0693 12. 0000 -1. 5000 . 0000 -1. 5000 -. ; 621 . 370*7 1L., 19. 0659 12. 0000 -1. 5000 . 0000 -1 . 5000 -. 1621 . 170-7 OH 1. 0005 12. 0000 -1. 5000 . 0000 -1. 5000 -. 1621 . 3707 DESIGN RESUL7S MEM SIZE LENGTH i2xi. 5CI3 2b. l17i� 1wX3. 5CI -24. 050 12X3. 5C!3 E4. 051 L5. 1179 M l ! . c +** RAF | EH DEal6W **4 �** LEF7 ENDWALL *** JOB |«PML ; low / LUM8] NMlON -- DL+LL ` ) MLM : SPN ! LO ! M0MLWT ! KMEAK : ALLOWABLE FDNCES ! ��NI7f RATlu Lt- C : # ! ! K-Fl ! KIP ! MOMEN! SHEAR ! hHEAR BEND ! -L|- ____---____-____-----__--_--______~_ _-_-_-------___--___-__-__--__---- __--' � ! 1 ! ** ! -. 19 ! L. 78 ! 15. 60 ! 5. 69 ! . 47 ! . 01 ! � 1 ! FM ! 10. 20 ! . 00 ! 12. 60 ! 1. 89 ! . 00 ! . 65 : A&- ! 1 ! R0 - I4. 65 ! -4. M 15. 60 ! 5. 69 ! . 71 ! . 94 ! � L ! LS : - 14. 65 ! 3. 85 ! 15. 60 ! 6. 89 ! . 65 ! . 24 ! ! a ! ** ! - 1 . 87 ! 1 . 61 ! 15. 60 ! 5. 89 ! ' L7 ! . 1� ! _----_____---______-_--________-_____-___ MEMMML& MMENT ! SHEAR ! ALLOWABLE FDRCLS ! MllY DE, L # ! # : r ! KIP ! MOMEN [ SHEAR ! SHEAR SENO i -L/--, ------------------------------------------------------------------------ ------ E! E ! *0 i . M ! 1 . 61 ! Ib. 6o ! 5. 39 ! . 27 ! . 12 ! ! FH ! 5. 36 ! . 00 ! 15. 60 ! 5. 65 ! . 0$ ! . 1+ ! 14016 � MS ! -12. 00 ! -3. 59 ! I5. 601 5. M ~ bl ! . /7 ! ! LE ! -12. 00 ! 3. 72 ! M60 ! 5. 89 ! ° 63 ! . 77 ! ! 3 ! ** ! -6. 66 ! . 00 ! Ib. 60 ! 5. 89 ! . 00 ! . 43 ! ___-_______-_____________-_____-_____-_____-______________-_____--___-________ MLM ! SPN ! LO ! MOMENT ! SHEAR ! ALLOWABLE FORCES ! UNITY RATlU ! DEfL # ! # ! ! K-Kl ! KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- ________-_-____________-_________-_________________-__________~____--_---_____ � ! j ! ** ! 6. 66 ! . 00 ! I5. 60 ! 5. 89 ! ~ 00 ! . 43 ! 855 ! 3 00 -12. 00 ! -3. 72 ! 15. 60 ! b. B9 ! . 63! . 77 ! ! 4 1. 50 15. 60 ! 5. 89 ! . 61 ! . 7 / ! � 4 &N ! b. 36 ! . 00 ! 15. 60 ! 5. 891 . 00 \ . 34 ! 1400 � 4 ! ** ! -1. 27 ! -1. 61 ! 15. 60 ! 5. 89 ! . 17 ! . 12 ! --------------------------------------------------------------------------- j'sl ! SPJ',4' ! LL:, ! MDM&NT ! SHEAH ! ALLUWABLE FORCES ! �Nl7Y RATIO ! DEFL ! 0 ! ! K-10 KIP ! MOwNT SHEAR ! SHEAR, SEND ! -L/- ____________-_________-_-_--_- __-_-___-----__-_________-______-----_----_-__ � ! � ! ** ! 1. 87 ! - 1 . 61 ! 1o. 60 ! n. 11 ! . 27 : . 10 | 4 ! M -14. 65 ! 15. 6o ! 5. E9 ! LL : . 00 : ! 6 ! LS ! -14. 65 ! 4. 29 ! lt. 60 ! 1. 80 . 73 ! . S4 ! | 5 >M ! 10. 20 ! . 00 ! 15. 60 ! 5. 891 , 00! ! b . 19 ! -2. 78 ! 15. 60 ! 5. 80 ° 47 ! . �1 ! ' � | - �i *** RAFTER DESIGN *** LE|T ENL)N A L L *�* 16G NAMEL 05277 PAM � | ADINB LOMBINA11UW -- DL+WL . ) MMEMLU ! |oOMMY 6HEAR ! ALLOWABLE FORLE6 ! JNIlV kATIJ c ! # ! ! K-Fl ! KIP ! MOMEN | hHEAK ! hHEAH BEM ! -L.- ---------------------------------------------------------------------------- -- 1 ! 1 ! ** ! . 08 ! - 1. 21 ! 20. 80 ! 7. 8Y . M ! . 00 ! ! l ! hm ! . 00 ! 16. 70 ! /. 65 ! . 001 ° 27 ! lin/ ! 1 ! KY 6. 41 ! 1. 88 ! 20. 80 ! 7. 85 ! . 12 ! . 11 ! ! 2 ! LS ! 6. 41 ! -1. 66 ! 20. 80 ! 7. 85 ! . 29 ! . 31 | ! E ! *V . S& -. 70 ! Lo. 80 ! 1. 8s ! . 12 ! . 04 ! /1EM ! SMLU ! MOMENl ! SHLAR ! ALLOWABLE FORCES ! u/vI7\' RAl ] U DUL # ! 4 ! ! K-FT ! KIP ! i;DMLNT SHEAK ! wHEAR BENU ! -L.'- -------------------~---------------------------------------------------------- � ! L M ! -. 6& -. 70 ! 20. 80 ! 7. 85 ! . 12 ! . Qy ! ! L ! KM! -e. 10 . 001 16. 19 ! 7. 85 ! . 00 ! . 14 ! M27 / 2 / Hs' 5. 25 / l. 57 / 20. �Q ' 7. S5 ' . 27 ` . 25 ' � � �� i � � . � ^ L�. . LY -1. 63! do. 80 ! 7. Sb ! . 18 ! . �"� � ! ! 3 ! **! L. 91 ! . 00 ! 20. 80 ! 7. 85 ! . 00 ! . 14 ! _________ ____________________________________________________________ MEM ! SPN ! LO ! MOMLNT ! SHLAH ! ALLOWABLE FORCES ! UNI | Y RATIU DEHL # ! # ! ! K-FT ! KIP ! MOMLN7 SHEAR ! SHEAR BEND -L/- ______________________________________________________________________________ i ! ** ! -L. 91 ! . 00 ! L0. 80 ! 7. 85 ! . 00 ! . 14 ! 2022 ! 3 M ! 5. 25 ! 1 . 6V 20. 6M 7. 85 ! . 28 ! . 2t ! ! 4 ! LS ! 5. 251 -1 . 57 ! 20. 80 ! 7. 85 ! . M . M ! 4 XM ! -2, 34i . 00 ! 16. 79 ! 7. 85 ! . 00 ! . 14 ! ML7 ! 4 ! ** ! " 82 ! . 70 ! 20. 80 ! 7. 85 ! . 10 . 00 -^--____--_~-__-^--________________________________~-__~________--__-_-_______-_ M ! SPN! ! LU ! MOMLNl ! SHEAR ! ALLUWABLE FORCES ! UNITY RATIO ! DLFL � ! # K-FT ! KIP ! MOMLNT SHEAR ! SHEAR BEWO ! -L/- 4 ! * ! ** . -. 6Z . 70 ! 20. 801 7. 651 . 12 ! . 04 ! � 4 : H1 . 6. 41 ! 1. 60 20. 80 : 7. 21 . . Lw ! . 31 ! � t !LE! 6. 41 ! -1. 88 ! 20. 80 ! 7. 85! . 32/ . 31 ! ! 5 MM ! -4. 40 . 00 ! 16. 79 ! 7. 85 ! . 00 ! . 27 ! 1127 f ! *+ ! -. 0S ! 1. 21 ! 20. 80 ! 7. 85 .' . 21 ! . 00 ! - ^ ) i fi i � *** RAF | EK DESIGN *** **« LEFl ENDWALL *** jus NAME; onsA PAGE 4 10 ADlNU LUR8lNAllUN -- DLAu. ILL+WL- l - , _--_--_-_-___---_-_- _----__--__---_- -___-__-_---_--_-__---_' _- - -. __ - - -- MEh ! 5PN ! LU ! MOMLNl ! SHEAx ! ALLOWABLE FORCES ! UNI | y RAQU ! WEIL. � ! I ! ! K-F | ! KIP ! MUMLNi hHEAR ! SHEAR LEND ! -L' - Y ---------------------------------------------------------------------'------- - . 00 ! . 04 ! wo. 8o ! |. 8ID! . izi1 ! . ;Z1,0 ! -4. 46 ! . 00 ! 20. 60 ! 7. 8t : . 00 ! 010% | ! l ! RS ! -~21 ! -. o6 ! 20. 80 ! ' ! 2 ! LS ! -, 21 ! . 00 20. 80 ! 7. 65 ! . 01 ! . �1 ! -" 03 ! . 02 ! 20. 80 ! 7. b5 ! . 00 ! . 00 ! ------------------------------------- NEM ! bPN ! LU ! MO%NV EHLAk ! ALLOWABLE FORCES ! UNITY RATIO ! DEFL. K-FT ! KIP ! MOMW SHEAR ! SHEAR BEKO -_--_______-_-___-__--__________-__-_____________-_______-_---________-- ---_-_ 2 ! 2 ! ** ! . 02 ! . 02 ! 20. 60 ! 7. 85 ! . 00 ! . 00 ! � L ! KM ! -4. 4s ! . 00! 20. 80 ! 7. 85! . 00 ! . 21 ! 0999 ' ! 2 Qs ! -. 17 ! -. 05 ! 20. 30 ! 7. 85! . 01 ! . 01 ! ^ 3 W / -. 17 / . 05 : 20. 80 ! 7. 85 ! . 01 ! . 01 ! | i 3 � ** � -. 10i . 00! 20. 80 ! 7. 85 ! . 00 ! . 00 ! ___-____________-________-______-_-__-__--__-_-_-__________________-_______-__ ' MEM ! SPN ! LO ! MOMLNT ! SHEAR ! ALLOWABLE FORCES ! UNI \ Y RATIU ! D& L | # / # / / K-FT / KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- � __--_-_--_-_____--___-__-__________________________-__-_____-__-_________-___- � ! 3 ! ** ! . 10! . 00 ! L0. 80 ! 7. 85 ! . 00 ! . 00 ! 0099 ! 3 ! -. 17 ! -. 0V 20. 80 ! 7. 85 ! . 01 ! . 01 ! ! 4 ! Ll ! -. 17 ! . 05! 20. 80 ! 7. 85 ! . 0I ! . �1 ! � 4 &M ! -4. 46 ! . 00 ! 20. 80 ! 7. 65 : . 00 ! ! 4 : ** ! -. 03 ! -. 02 ! 20. Bo ! 7. 65 ! . 00 ! . 00 ! _-- ___-________--__________-____-________________-__----_____--__-___ V±M ! SPN ! LO ! MOMLNi ! SHEAR ! ALLOWABLE FORCES ! UNITY RATIO ! DEFL � / /! # ! ! K-FT ! KIP ! MOMENT HHEAR ! SHEAK BEND . -� - / - -___-________-__-_____-__________________-_-__--_____---____-_-_-_----_-_- 4 ! 4 ! ** ! . 01 ! -. 02 ! 20. 80 ! 7. 85 ! . 00 ! . 00 ! � 4 : RV -. El ! -. 06 ! ME& 1. 65 ! . 01 ! . �l ! � 5 ! LS | -. 211 . 06 ! 20. 80 ! 7. 85 ! . 01 ! . �1 ! l 5 ! PM! -4. 46 ! . 00 ! 10. 80 ! 7. 65 ! . 00 ! . 21 ! 9 9� . 00 ! -. 04 ! 20. 80 ! 7. 85 ! . 01 ! . 03 ! ' ! / ) *** RAF | ER DESIGN «** �** LQl ENDWALL *�* jWS NAME : 95277 PAGE � | ' ID lk!G COMB lNAlIUN ~- I)L+LL" 0. OWL > - -_-----_--_--------' -_---______-____------__-_____-___------_-- - ' -_-- ' -- ' - McM ! SPW ! LV NUMENl ! SHEAR ! ALoGWA8LE FORLEV UNll y xAl JU ! mn,- i| ! # ! ! K-PT ! KIP ! MOMENl bHEAk ! GHEAR BE% ! -L/- ------------------------------------------------------------------ - _ ' _----- - 1 � 1 ! ** ! -. 14 ! L. 03 ! 20. 80 ! 7. 85 ! . 35 ! ' 01 ! ! hm! ~4. 46 ! . 00 ! 20. 80 ! 7. 85 ! , 30 ! ' 21 ! G6i ! 1 ! RS! -10. 74 ! -1. 15 ! Eo. 80 ! '/. 8V . 5z! . b& ! 2 ! LS ! -10. 74 ! 2. B2 ! 20. 80 ! 7. 85 ! . 48 ! . 22 ! � 2 ! ** ! -1 . 17 ! 1 . 18 ! 20. 80 ! 1. 85! . 2o ! . 07 ! ___________________-____-___________-____--___-_______-~_-_-______---_---_-___ %M ! SPN ! LD ! MOMEN | ! SHLAH ! ALLOWABLE FORCES ! UNlT )' RATIO DEFL 4 ! # ! ! K-FT ! KIP ! MUMLN7 SHEAR ! SHEAh BE= -L, 2 2 2 20. 60 ! 7. 60 � L 7M ! -4. 46 ! . 00 ! 10. 80 ! 7. 85 ! . 00 ! . 21 ! 194+ � 2 00 -8" 80 ! -E. 61 ! 20. 80 ! 7. 85 ! . 45 ! , +2 ! ! I ! LS ! -8. 80 ! 2. 73 ! 10. 60 ! }. 85 ! . 46 ! . 42! ! 3 ! ** ! -4. 86 ! . 00 ! 20. 80 ! 7. 85 ! . 00 ! . 20 ----------------------------------------------- -------------------------------- MEM ! SPN ! LU ! MOMENT ! SHEAR ! ALLOWABLE FORCES! UNI [Y HATIU ! DEVL # ! # ! ! K-Fl ! KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- ______________________________________________________________________________ � ! s ! ** ! 4. BS ! . 00 ! 20. 8C"i ! }. 65 ! . 00 ! . L3 ! 1205 � 3 ! RV -8. 80 ! -2. 73 ! 20. 80 ! 7. 85 ! . 46 ! . 42 ! ! 4 ! Lb ! -8. 60 ! 2. 61 ! 20. 80 ! 1. 85 ! . 45 ! . 42 ! � 4 ! rQ -4, 46 ! . 00 ! Eo. 60 ! 7. 85 ! . 00 ! . 21 ! 1944 ! 4 ! ** ! - 1. 17 ! -1. 18 ! 20. 80 ! 7. 85 ! . 20 ! . 07 ! _-_--_- ____-_____________-______~ ______-__ mWSPN ! LU ! MOMENT ! SHLAK ! ALLOWABLE FORCES ! UNITY RATIO ! DEFL K F- ' KIP / MOMENT SHEAR / SHEAR B�W� ' -L/- | - ' � � � 4 ! 4 ! ** ! ! . Z7 : -1, 18 ! 20. 10 ! 7. 85 ! . 20 ! . 07 ! ! 4 ! RE : -10. 74 ! -2° 82 ! 20. 80 ! 7. 85 ! . 4s ! . 52 ! ! 5 ! L0 -10. 74! 3, 10 20. 80 ! 7. 80 . 53 ! . 52 ! ! 5 !FM ! -4. 46 ! . 00 ! 20. 80 ! 7. 85 ! . 00 ! . LI ! 6�l � 5 ! ** ! . 14 ! -2. 03 ! 20. 80 ! 7. 85 ! . 35 ! . 01 ! ' � i f mwE? \lwSE .! R COLUMN Ega ®� . R* KaI Wmw: a+ � lJ2G62a ) ' R# syg QL y» w, BAY SPACING $6a , m¥ SPACING *e O ; h LAVE &IbW (,-6T) : iL K S we HE16HT g) . is.& e 2 R&Ez62 : w.&o G ROOF SLOPE 1""' : w& bbB@± (y,e) : m G R w&» ; FLUSH P22; bmHG2kb ; 600 gE±R »RH (i2 ) ; Ia&e baLL &ylQlYPEE ; L # DAYS : 1 LBQ2w 2 #+ Raa asaw 99 WIND V±£2Y665± %e 2.00, BU1Jig Cua �,b A0) L COLUMIN mEeSla Ger : DIS. ws.& ±GL:RES. : aK bPLL. e216 2E. : -9& SHEAR + nUIN6 2m[ : Ge agNOR ±blG GEz : Bd ¥# LOADING COMBINATIONS 9+ 1±±L a Lk2 a£+2 k JL s + L kLkyG&2 &L62&�a , Ea E±25 ¥5 WIVE 221E ® £yIa a mla GOP P6GaE bsl8 PaGua e2i \ g 3 L aIR SPACING HEIu 3 . 2a. ;r F SCR 1 8 D.aa u 6: 3.410 aK m500, 0 7 -a7 E 6)".7 L3 lEaw k 5Jg 2& m)k 29 s2s : 222 ca 4 6.2a a& -6@ # y22 2035 i 0B a.£§ aN aaK 25 - 5 &25 !a§6 ROB 5.§2 .ge - [t &8 \\\ a ba 9.836 :L wg 2& -�K .a7 -67 .� i ;� COLUMN DESIGN 01 _U,J'- D MN R 1);"JiN, f H.'\IAL F.311', N i p I i z,IN,I 6HEA K I i D E- 1:1 L COMBILDL i k, kip-fL I PS P-7',. P�' k A"O� H ISZ. rJK. L/ ------ ------ ----- ------ ------- 6 r -4.1 i 06 1. 1 3 7.4: 6. i I.S4 -I.15 1 boll 06 N. 8.66 4.Jri .06 _i.34 ...4 1 J0.0b B.36 7.4: 4.-1 7, 01b .41, i 44 I 4-1 E. E.33 4.5. 7 i IL M i 04 -3.EI7 A E.7 6.38 4J 4. C,0 .44 4'v- i .4� 1-3. .1.4 --..-e, ; -1.4-, 61�3,S B.3 4.51 0 L�i ki j 0,: 70 1 17.1 6.-,S 7.� 4. 0 .44 4 7 B.Stl r 7 1E 6 T. 1, '7.8_1 S.-18 7.41 q! I F 1 14 .44 3 L' 5 -1.4 1 1 L'I 7 10, 17 01 i i _2 .4 4 -7 D 7 57 -4- 4 1 11.87 6, u'D 1 1 . i w -,.-c 4 G.-L .'L 'i Di COLUMN NUMBER SIZE X 7 C'i 6 61 iFt=Ti = L.000 I AXIAL BENDING i ----- ALLOWABLE 'ORCE��- ----- 1 ---UNITY i CYb I MAX F T NN_�F LOAD I I FORCE M 01, r-N1 f I AXIAL MOMENT ri 0"IEN f SHEAR 1 OUfE, I j UNI, ir)' I DE F COMB I ILK I kiCs k i p-ft I kips kip-ft kip-ft kips 1AXIAL F L 6L. �LGE. C.HLLK i L ----- ----- 7 7I G4.L'E 1 .'4 LO C_,-i -4 6 8 !V,.�:,S C!, '27 -1 8 -10.12' 88.47 1&'17 1 13. 04 50 Ei 1 -3.58 .671 04 K I 1 -6.Lc: 6.27 1 6c.47 -9.671 0't 0. bO I .5& 8 S.-24 1 86.47 13 7,1 67 04 .2,0 -7 1 3._-,.3E, I M I iG E.16 1 71 "n E.' 7 J.37 1 �;22.33c. 13.7 1 1 5. 2 Cj -.71 2.71 2 ULUMN NUMBER 6 SI-L`E G X 7"W"I 5 =I:c T i A. - ----- UNI iy H": 70MB M,n)%_ B_N�IJNL I ----- ALLOWABLE l,"t) I L, �'. i , - I LUAU i �UR MOK N'l I AXIAL'k- Kj3MtN i MIOR-N i S H:. ER D-f, �,03 k1p 'r Loz. 7,H ECK L." D K E.i ORL, I k P s 11.1 P-ft 1 k;z,; 1; ------- ------ ------ _____i--_-_ ----- ------ ------- I r'_-'7.36 Ji I;-_ ,i "-I.171 - .-1 1 .i: I 4c. 24 1 'C"i.�,; 1-2.5 7 5 f 2 1 Y i _27 .Oc 0z I I 21 07 16.717, 1 .77, 33.561 6 .ICI lei .7 6' 00 7,77 " " "r E 11�&07 16. 5b 1 04 .- --V, -.3.21 10,0S 1100.017 16.77 16.77 3,3.5 b I e,3 .60 j, 7 Ili I &1 I I .07 Ih,.'I 1 6. 5t'�1 C. .22- = I 16 I 4 i 1111 1 0.58 1 36rJVi 16. 2 i • Oc .LL I 0i 101.64 3 5;0' S. 1_7 D'.f 3.5 01 -r- 'r i I J - Ut 1 6 1 r. i -L. 36.50 16.71 6.7 b.I I 6.5bl �j JE, .4 1 i ".38 -6.54 1 J0 16.77 Jr 1 1'J i 00 1 12.40 1 36.50 16.717 5 074 3.82 1 6"t.:,ei 16.7F 1 Ell 5 1 .Li CJLUMN DESIGN ENDWALL Lb:LUNIN Nji�Et_h 4 T LL : L I L EE Or Vj f I iXiHi_ BLNILINO ----- k_LUWABLE FUR"El-- -----. , S---LINi Y LHEfL'K----J i Dd Mj 6 i M P F 1j.: R M j."i c.",1 1 A L Mi D M E N D K.L N,i ��,HE A D JM6:LDL` i i;ips I� x,J p kip-It kiD-ft kip- ;")'!H-' bE. Lb-t I -- ________I_______ ------ ------- ----- ----- ------ -------i 7.'Ll I J7 1L.J7 17 E 7 i9 .19 I .46 1 0 `7 o.,- V,C-, 1 �,9 1 L JI C I L 4 L i b 1""0-11 1E.. i7 J'7 5' C L_ -70 i 61 i L1 -_.81 I 10 el.0 7 lb.'i7 i1.71 3-6.'1 V, 2b I M 1 3.2 0.08 i 10 0.0 7 16.'71 10.17 ,L cj,. ,I Oj�; .60 i c 7 1 V.7 21,.j D 0 J 18 1 v 4 1 M 1 10 -10.JS 1 36.51 6.77 16.77 33.561 Oe 6 D D 1 3 i o 4 1 L b, iE.. 16. J6 i in, 1b.17 16.77 3 3.5 b OV, .64 j 3-.71 1 1'.'i 1 16. 11 56 0C 3 S -L;.7'd I �I 6.77 1 i.-177 2 .5EV 5,6 .56 b I J.-48 15 L,I �1 i 1-'.40 1 SL j i i �K I L- 51 Ib.7 1, 'b.7i, 5�i 1- 74 i4 8 Z' i 316.b I 16.7 1 16.-17 561 15 1 COLUMN NUMBER U SiZE ' 6X7Cl6 61 (FEET 'C'.000 I I AXIAL BENDING IS----- ALLUWABLE FDRCES ----- I UN T TY LHEtD I �----I I LOMB I MAX LOAD 1 1 FORCE M OPI E N,T I AXIAL ri M N T MIDMLN f SHEAR I OUIER INNER I UNITY I DEF CDM1r',I LOC I kips kip-tt i k,.ps kip-ft kip-tt kips iAXiAL FL;10'E 1"6-E. I LHECK I L ----- ----- ------ F M. i S.20 1 24.'28 10.28 10.cB Z"2.25 1 c4 I Gi i u.c0 .29 1 _,-,4. 28 10.26 7 L - 1 88.47 16". Z.'i 1 2'9.67 1 0.4 ,i4 I .'Is I-E 1 1 C,1 1 -13.58 -3.50 1 88.47 13.�1 13.71 29.671 -.04 E6 2S 1 .30 1 a.C.-- -.71/ 1 38.47 1 3.'11 611 04 60 'Del I .5,E. i �J$.j,7 j 24 1 88.47 1-6.71 3.7 1 04 2'4 .24 1 .2,0 1 i Fri -8.8:; 1 E. 1 7 0'10 6 E. I . '71 f, 16 !i L D, , -4 7, Gi I i L i _Ij D Fri 71 16.71 j.7 16 t.,7 J7 1 12*9 Gi I O.Oi 3.16 1 33".318 13.71 13.�` i 1L .04 1 rm i 6.Oil 10.,7 1. 1 32.'56 1*6. ,2 1 1 J.7 1 1 s 2 H 1 7 1 35 13.� -.-', L '-7' J i 6 i l ., ti .4J C, oi t 1 1 f1:iLUMN NSIBER : b SIZE 8X3.LJ L 1 b! &LET'i = E.U1,V, I A)ML b':_:NDfN.S I ALLOWABLE FOKE'S -------1 -UNITY I jyj 6 1 tri v L MMEN I f _* MOrm-N �H::AR. NINL k I 'LIN!"Y i D,a F L._&i I �LJRCL rjotf..L I AXIAL LC,�L R nrw t, CK 1r, klp-,,� p r k,i., ' L K T?14� - E-. �1 G'-. ?1,LF L -L t L, I I Fft I ..06 1.O� I 13.4 C, E, J � i I E i 1 6.00 i" 1 i6.10 E.21 9 C -4.i3 1 5 z", 06 G. 5t; i 'M I I B4 1 -1. ct, 1 5& 8.38 E. 4.571 0.3 18, 1� I .2,-1 1 I FM 1 -'.34 14:, 1 50.05 8.38 7.IQ 4.571 03 .41 .46 1 .44 1 4� - .17 .1-i. I i '.c i -.0,I Gi 1 4 1 CD K I Fri 1 .04 -3.67 1 17.87 .1 0 JZ .4L 4.571 1 00 .44 0,4 �Vi i E.31*�,,* L,5i' CIO L% Q -A .44 3 Ir. 0 b, S f _ L, J vi �7 L ,I.-, !:... 1� !1,6 .16 b i V,4 4, u 6c. D :jz I C Fm i 2: -3.3SI 1 1.7.67 u.3,6 7.4_ 4._5 7(I .13 40 .44 i .3E i-S45 6 1 Gi I 25 -1.41 1 1.47 4.51 1 i 11L1 1 i71 C,7 1 rIli1 2.2tj 4.40 1 1 67 8.38 r.4L 4.,D� c-, t .7 34: 1.5E 1 4 S.' 8. 4.�!* iC 3 i ,� 1 I MlDWE6T METALLIC m� ** * ENDWALL UEGww +** *«* HIGH! ENDWkLL **+ ENDWALL RAF | EK *«* ' | | ! jOb NUMBER : 95217 ( ANAL\ SlS ONLY / *** GEOMETRIC DATA *�* ( ENDWALL LOLUNN SPALIN6: 1�. 672, ��. 5��, l�. 672, 20. 500, 19. 672 ENDWALL COLUMN SPACING: ENDbAY (FEET) :L4. 0000 PUKLlN EXlN. (FEET) FRONT SIDE CANUPY (h i / L . 0000 BALK SIDE LHNOPY (FT; . 0000 FRONl 51DE HOOF ILDPE : 1 . 00/12 BACK SIDE RDDF SLUPE PURLIN SPACING 0EET ) v b. 017 *** DESIGN CRI7ERlA *** DEAD LOAD (PBF) : 1. 000 LIVE LUAU QSF) : 28. 000, WIND VELOCITY PRESS (q) : 1l. 000 PSF BUILDING CONDITION (E, P, O) N E � SpCL. UCp @ ENDBAY/2 x -1. 500 SPCL. GCp I OVERHANG : -1. 500 SHEAR OR BENDING LIMIT: 1. 035 RAF | EH DEFLECTION LIMIC : L/ I80. *** LUADING LOMBINATlUN *** 1° DL+LL L. DL+WL 2~ DL+0. 6LL+WL � 4. DL+LL+0. 5WL �*** LOADING *** ANALYSIS BCp PUKLIW bCpX DL+WL DL+LL SPnN LFNGTH LND8AY/2 OOE& EYrN. COEF. (KLF) %,<LF> -------- _______ ______ _______ _______ ------- OH 1. 0031 12. 0000 -1. 5000 . 0000 -l. 5000 -° 16�1 . Z707 1 18. 7367 12. 0000 -1. b000 . 0000 -1. 5000 -° 1621 . 3707 2 20. 5711 12. 0000 -1. 5000 . 0000 -1 . 5000 -° 1621 . 3707 3 19. 7402 12. 0000 -1. 5000 . 0000 -1 . 5000 -° 162i . 3707 4 20. 5711 12. 0000 -1 . 5000 . 0000 -1 . 5000 -. 1621 . 3707 5 18. 7367 10. 0000 -1. 5000 . 0000 -1. 5000 ^-° 1b21 . 2707 UH 1 . 0035 12. 0000 -1. 5000 . 0000 -1 . 5000 -. 1621 . j7m, ' *** DESlUN RESULTS *** ME pil SIZE LENGTH ------- ~____~__ � 12X3. 5C13 24. 7886 2 12X3. 5C11 24. 3812 � 12X3. 5LI3 24. 396� � I2X1. 5c1l 14. 7290 � j :� | . ' *** HWER DE61GN *** *** HlUHT ENDWALL **+ { ZOO NAMt: 05L7 � \ LUM8lNH | 1Um -- DL+LL MLA ! 5PN ! LQM0%NT ! SHEAR ! ALLOWABLE FORCE6 ! jNliv KATlu # ! 0 ! ! K-FT ! KIP ! MOMEN! SHEAR ! bHEAK BEND __--___________--__--_________-_--_-_______________~_-____-~____-_- -_-___--_- _ 1 ! 1 ! ** ! -. 19 ! 2. 69 ! 15. 60 ! 4b ! . 01 ! 1. 59 : . 00 ! 15. 6O ! . 00 .* . bl ! -4. L5 ! 15. 60 ! . 72/ . 95 ! ! 2 ! L0 -14. 80 ! 3. 94 ! 15. 6N ! 5. 80 ! . 67 ! . 01 ! ! 2 ! ** ! -L. 28 ! 1 . 70 ! 15. 60 ! 5. 8V . L9 , . 15| __-___-________-__________-________-______-__~____________________---_____--_- MLM ! SPN ! L0 ! MDMLWT ! SHEAR ! ALLUWABLE FORCES ! WNlT\ kAlIO DEFL 4 ! 0 ! ! K-FT ! KIP ! MOMENT SHEAR ! SHEAR BEND ------------------------------------ __-___--__-___-__-__ c / 2 ! ** ! 2. 28! 1. 70 ! 15. b0 ! 0. 89 ! . 29i . 15 ! � 1 ! FM ! 6. 18! . N@ ! 15. 60 ! 5. 89 ! . 00 ! . 40 ! 1050 � 2 ! RS ! -12. 11 ! -3. 62 ! 1b. 60 ! 0. 69 ! . 63 ! . 7V i 3 1. 66 ! 15. 60 ! 5. 89 ! . 62 ! . 18 ! i 3 ! ** ! -5. 95 ! . 00 ! 1b. 60 ! 5. 89 ! . 00 ! . 38 ! -------~---------------------------------------------------------------------- MEM / SPN ! LO ! MOMENT ! SHEAR ! ALLOWABLE FORCES ! UNITY RATIO ! DEFL # i # ! ! K-FT ! KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- _______-______________-_-_________________-____________________-________-_____ � ! 3 ! ** ! 5. 95 ! . 00 ! 15. 60 ! 5. 89 ! . 00 ! . is ! ME ! 3 ! RS ! -12. 1I ! -3. 66 ! 1b. 6o ! 5~ 89 ! . 62 ! . 78 ! � 4 3. 6B ! 15. 60 ! 5. 89 ! . 63 ! . 76 ! ! 4 &M ! 6. 18 ! . 00 ! 1b. 60 ! 5. 80 . 00 ! . 40 ! 1002; ! 4 ! ** ! -2. 28! -1. 70 ! 15. 60 ! b. 89 ! . 29 ! . 15 ! __________-_______________-______-______-_-_---______-_____-_-_________~__ M / GPN ' LO ! MOMLNl ! SHEAR ! ALLOWABLE FORCES ! UNITY HATIU ! DEFL K-FT ! KIP / MOMENT SHEAR ! SHEAR BEND 4 ! 4 ! **! 2. 28 ! -1. 70 ! 15. 63: 5. &4 . i5 ! ! 4 ! HSI -14. 80 ! -Z. 94 ! Ib. ow 5~ 89 .* . 55 ! ' b / LV 14^ 8N / 4^ 25 / 15. 60 ! 5 80 ! . �� ' . 15 ! � 5 � FM ! - 959i 00 ! 1560 ! 5. 89 ! . 00! ~ b1 ! 544 i 6 i ** i . 19 ! -2. 69 ! 10. 60 ! 5° 89l ' } a I *** RAFiEh DE6I6N *** �** RlUH | ENDWALL *** juB WAME ; 01277 £E � | IL)IN6 L:Ul,IBINAl lUN -- DL+WL ' l | ' MEM ! &PN ! LU ! MONENT ! GHEAH ! ALLOWABLE FORCE, ! UNIFY RAT IU DEr I- A ! # ! ! K07 ! KIP ! MOMENT SHEAR ! hHEAR BEND / -L/ - -- _-_-___-_____-__-___-__________-____--_---_--__-_-_____________-_-__---- -_ - � ! 1 ! ** ! . 08 ! -1 . 18 ! 20. 60 ! 7. 85 ! . 20 ! . 001 ! l ! Vm ! -4. 10 ! . 00 ! 16. 79 : 7' 85 ! . 00 ! . 25 ! ! 1 ! HS ! 6. 47 ! 1. 86 ! 20. 8O ! 7. 85 ! . 32 ! . 31 ! ! 2 ! LS ! 6~ 47 ! -1. 72 ! 20. 80 ! 7. 85 ! . 29 ! . 31 ! ! 2 ! ** ! 1° 00! -. 74 ! 20. 80 ! 7. 85 ! . 13 ! . 05 ! -----------------------------__------------_------------------_-_r-'---------- HEM ! SPN ! LU ! MOMEHT ! SHLAH ! ALLUWABLE FORLES ! UNlT / NA7I0 ! DEF- u ! # ! ! K-FT ! KIP ! MOMLN C SHEAN ! wHEAK BENC ! -L/- ______________________________________________ ___________ -l. 0@ ! -. 74 ! 20. 8Q ! 7. 85 ! . 13 ! . 05 ! ! 2 ! hM! -2. 70 ! . 00 ! 16. /9 ! 7. 85 ! . 00 ! . 1b ! 24512r, ! E ! RS ! t. 20 1. 6l ! 20. 80 ! 7. 65 ! . 27 ! . 20 ! � Z : L& VL9 ! - 1. 60 ! 20. 80 ! 7. 85 ! . 27 ! . 25 ! ! 3 ! **! 2. 60 ! . 00 ! 20. 80 ! 7. 85 ! . 00 ! . 13 ! ______________________________________________________________________________ MEM ! BPN ! LU ! MUMENT ! SHEAR! ALLOWABLE FORCES ! UNITY RATIU ! DEHL # ! # ! ! K-FT ! KIP ! MOMEN7 SHEAR ! SHEAR BEND } -L/- -________-_____-________-______________________________________-_____-___- -_-- � ! � ! ** ! -2. 60 ! . 00 ! LO. 80 ! 7. 85 ! . 00 ! . 13 ! LOSE ! 3 ! R& 5. 29 ! 1. 60 ! 20. 80 ! 7. 85 ! . 27 ! . 25 ! ! 4 ! LS ! 5. 29 ! -1 . 61 ! 20. 80 ! 1. 85 ! . 27 ! . 25 ! ! 4 ! FM ! -2. 70 ! . 00 ! 16. 70 7. 85 ! . 00 ! . 16 ! 2+11 ! 4 ! ** ' 1. 00 ! . 74 ! 20. 80 ! 7. 85 ! . 13! . 05 ! ------------------------------------------------------------------------------ v:.M ! LU !MOMEN / ! SHEAR ! ALLOWABLE FORCLS ! UWI7Y kATIO ! DEFL I ! # ! ! K-,T ! KIP ! MOMENT SHEAR ! SHEAR BEWE -L/- '--_-----_--___-_-_____-___-_____-_______-___--_---_____-_--____-_-_---___-__ + ' + ! *Q -1. 00 ! . 74 ! 20. 80 ! 7. 851 . 10 ' 05 ! � + ! K& b. 47 ! 1. 70 LO. 20 ! 1. 85 ! . 291 . 11 : � I ! LS ! 6. 47 ! -1. 36 ! 20. 80 ! 7. 65 ! . 32 ! . 31 ! ! 5 ! FM ! -4. 19 ! . 00 ! 16. 70 7. B5 ! . 00 ! . 25 ! !Ls-z � 5 ! ** ! -. 00 1. 10 20. 80 ! 7. 85 ! . 20 ! . 00 ! - � ° i / / | i r � I - *** RAFTER DESIGN « «* *** kI6H7 ENDWALL *�* !US NAME ; 05L77 ` )blNG LOM8INATlUN -- DL+0. 5LL+WL il=M ! SPN ! LU ! MOMENT ! SHEAK : ALLOWABLE FORCEs ! uNI / ) RA ( IU @ ! # ! ! K-FT ! KIP ! MOMENT 6HEAH ! SHEAR BEND -L/- __________________________________ __________________________________ __________ 3 ! l ! ** ! . 00 : . 00 20. 80 ! 7. 85 ! ^ 01 ! . 00 ! ! l ! rm ! -4. 10 . 00 ! Mso ! 7. 85 ! . 00! . 2o ! 10 0�� 1 QS ! -. L1 ! -. 06 ! 20. 80 ! 7. 85 ! . 01 ! . 011 � 2 ! LS ! -. 21 ! . 06 ! 20. 80 ! 7. 85 ! . 01 ! . 01 ! ! 2 ! ** ! -. 03 ! . 00 L0. 80 ! }. 8b ! . 00! . 00 --------------------------------------------------------------- -- . _-__--- REMQPN ! LU ! ROMEN | : GHLAx ! ALLOWABLE FORCEV UNIlY RATIU DEFL # ! # ! ! K-F7i KIP ! MOMENi SHEAR ! hHEAH SENO ! -L/ - _______-_---___-___--_____-______-_________--_-___-_-_____- _____- _--_-__------ 2 ! 2 ! ** ! . 02 ! . 02: 20. 80 ! 7. B5 ! . 00 ! . 00 ! � L ! FM ! -4. 19 ! . 00! &0. 80 ! 1. 85 ! . 00 ! . 20 ! 9999 ! 2 ! H0 -. 17 ! -. 0n ! 20. 8o ! 7. 85 ! . 01 ! . 01 ! � 3 ! Lb ! -. 17 ! . 05 ! 20. 60 ! 7. 85 ! . 011 . 01 ! ! 3 ! ** ! -. 09 ! . 00 ! 20. 80 ! 7. 85 ! . 00 ! . 00 ! ------------------------------------------------------------------------------- MLM ! SPN ! LO ! MOMENT ! SHEAR ! ALLOWABLE FORCES ! UNITY RATIU ! DEVL # ! # ! ! K-FT ! KIP, ! , MOMLNl SHLAR ! SHEAR BEND ! -L/- ------------------------- ---------------------------------- � ! 3 ! **! . 09 ! . 00 ! 20. 80 ! 7. E5 ! . 00 ! . 00 ! 9999 ! 3 NO -. 17 ! -. 05 ! 20. 80 ! 7. 85 ! . 01 ! . 0l ! ! 4 ! LIZ:5! -. 17 ! . 05 ! 20. 80 ! 7. 65 ! . 0l ! . 01 ! � 4 ! VM ! -4. 10 ! . 00 ! 20. 80 ! 7. 85 ! . 00 ! . 20 ! 950m, ! 4 ! ** ! -. 03 ! -. 02 ! 20. B0 ! 7. B5 ! . 00 ! ~ 00 ! -----------------------------------------------~------~----------------------- M ! SPN ! LO ! MDMENT ! WHEAH ! ALLOWABLE PURLEB ! UNITY RATIO ! LEFL ,-1 ! # ! ! K-FT ! KIP ! MOMLN [ BHEAH ! SHEAR BEND ! -L/- _________--___-___________-_________--_________-____-______-_-______- ----_- 4 4 ! ** ! . 03 ! -. 02! 20. 80 ! 7. 851 . 00 ! . 0V ! 4 ! R& -M ! -. 06 ! LO. 80 ! 1. 81 ! . 31 ! . 31 ! � n ! LS ! -° 21 ! . 06 | 20. 80 ! 7. 85 ! . 01 ! . 01 / ! 5 &M ! -4. 191 . 00 ! 20. 80 ! 7. 85 ! ~ 00! . 20 ! low'v . 00| -. 04 ! 20. s0 ! 7. 85 ! ° 01 ! . 00 ! - � ,� i M - x** RAFiER DESIGN *++ kl6Hl ENDWALL **+ NAmE : 50177 Nook � | lNS LJM8INAlluN -- DLKLL+O. IWL ' | l - / --------' -_--------_-----_-_-----______--_-__--_-__----_--' -_- - -' ' -' MEM ! hPN ! Lu! M0%NT ! SMEAN ! ALLUWA8LE vORLES ! iNin pArlu b& L c ! t ! ! K-F7 ! KIP ! MOMENT hHEAR 1 GHEAH BEND ! -L/ - --'-__-__----____-______~___-___---______-__-_-_---___-_________--_- --_-' - ' '_. ] � 1 ! ** ! -. 14 ! 1. 97 ! 20. 80! 7. 85 ! . 14 ! . 01 ! � l ! hH ! -4. I9 ! . 00! 20. 80! 7. 85 ! . 00 ! . 20 ! 73- ' ! 1 ! HS ! -10. 85 ! -1. 12! 20. 80! 7. 85 ! . 53 ! . 52 ! ! 2 ! LS ! -10. 85 ! 2. 89 ! 20. 60! 7. 85 ! . 49 ! . 52 ! ! E ! ** ! -1. 67 ! 1. LY 20. 80 ! 7. 85 ! . L1 ! . 08 ! !4EM ! BPN ! LU ! M0MEN0 bHEAk ! ALLOWABLE FORCL& UW17Y KATIO DEFL # ! # ! ! K-PT ! KIP ! iiUMENC SHEAR ! SHEAR SEND -1 ' 1~ 67 ! 1. 25 ! 20. 80 ! 7. 85 ! . 21 ! . 08 ! ! L ! PM ! -4, 19 ! . 00 ! LO. 60 ! 7. 85 ! . 00 ! . 20 ! 141& ! 2 ! R& -8. 87 ! -2. 70 ! 20. 80 ! 7. 85 ! . 40 . 42 ! � a ! wS! -8. 87 ! L. 68 ! LO. 80 ! 7. 85 ! . 46 ! . 4s ! � 3 ! **! -4, 16 ! . 00 ! 20. 80 ! 7. 85 ! . 00 ! . 21 ! ----------------------------------------------------------------------------- MEM ! BPN ! LU ! MOMLNT ! SHEAR ! ALLOWABLE FORCES ! UNITY HATIU ! DEFL # ! # ! ! K-FT ! KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- ______________________________________________________________________________ S i I ! ** ! 4. b6 ! . 00 ! 20. 80 ! 7. 85 ! . 00! . 2I ! 1477 ! 3 ! HS ! -8. 87 ! -2. 68 ! 20. s0 ! 7. 80 ! . 46 ! . 4j ! � 4 ! LS! -8. 87 ! 2. 70 ! Lo. s0 ! 7. 55 ! . 46 ! . 41 ! ! 4 VM ! -4. 19 ! . 00 ! 20. 80 ! 7. 85 ! " 00 ! . 20 ! l4s£ ! 4 ! ** ! -1. 67 ! -1. 25 ! 20. 80 ! 7. 85 ! , 21 ! . 08 ! _____________-__-________-_____________--_-____________-_-_-_--___________ M 'M ! SPN ! LO ! MOMEN | ! SHEAR ! ALLOWABLE FORLES ! UNITY RA7IU ! DEPL ) ! # 1 ! K-FT ! KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- --_-________-_______________________-________-__-_______-__-____-____-__-- 4 ! 4 ! ** ! 1. 67 ! -1. 25 ! 20. 80 ! 7. B5 : . L1 ! . 08 ! � 4 ! 40 - 10. 65 ! -2, 89 ! 20. 8& 7. 85 ! . 19 ! . 52 ! ! 5 ! LS ! -10. 85! 3° 12 ! 20. 80 ! 7. B5 ! . 50 . 52 ! � 5 QM! -4. 12 ! ° 00 ! 20. 80 ! 7. 85 ! . 00 ! . 20 ! 138 ! 5 ! ** ! . I0 -1. 97 ! 20. 80 ! 7. 8V . 34 ! . 01 ! ~ / � ^ i MIDWEST METALLIC PAGE 1 ** BRALING DESIGN +�* JOB NJMB�7R : 95r!7 (FULL OPTIMIZATION) i } + GEOMETHIC DATA ++► BAY SPACING (FELT) 10Cdc4.00 BRACED TIER SPACEb (FT) 516c0.00 FRONT LAVE HEIGHT (FLLT): 11B.0000 BACK LAVE HEIGHI (FEET) 18.0000 FRONT SIDE RODIL SLOPE 1.0000%1c 'FRONT SIDE TO RIDGE 50.0000 ** BRACING DATA +++ RF BRACING TYPE : LABLL 4 BAYS : c LUM ION : 4,8 FS BRACING TYPE . CABLE fi BAYS . c LJ�^ATION • 4,8 BS BRACING TYPE L'ABLE # BAYS : : �U::A�i(Jic : 4,8 LE BRACINE TYPE i;ABLr x BAYS . ; LOCATION : D RE BRACING TYrE . LABLE t BAYS 1 -JCAIIOti : L }++ DESIGN CRIIERIA +++ WIND VELOCITY PRESS (q) : 11.00N PSF EDGE STRIP WIDTH (FEET) 2,0.000 INfERION COEFFiCIENf,GCpR: 1.3000 EDGE STRIP CO&FICILNf,F4X 1.3000 MAXIMUM UNITY CHECK RATIO: 1.0345 MAX. HORIZONIAL DEFLLCTION .0000 ++ LOADING COMBiNAfIONS *++ 1. WIND LUAI, i + + BRACING DESIGN +++ o o 1UB NUM&R : 95L7i +++ HOOF BRACING +++ PAGE L iFROlNi TO BACK SIDE) BRACING RESULTS +}} i T:Eli i T1Eh, i 'C' B R A C ' N G - 1 Z E i T E S I U N 1 ND. i SPACING I BAY #4 1 BAY 48 i BAY #0 i BAY #0 i BAY #0 1 i 1 I CO.C1000 1 1/4" DIA i 1/4" D1A I I E 1 20.0000 1 1/4" DIA 1 1/4" DIA I i i 1.99 i 1.99 1 i 20.00001 1 1/4" MA i 1/4" DIA I I I i .00. 00 1 i 4 1 2'0.0000 1 1/4" DIA 1 1/4" DIA I I i.99 i 1.99 1 f i 20.0000 i 1/4" DIA 1 1/4" DIA 1 (IBS? I I 3.B 1 3.BI I ICOLi P I STRUTS - 'TYPE / i 0 R C E # I FORCE I BAY #4 1 BAY #B 1 BAY #0 1 BAY #0 1 SAY #0 1 1 FS 1.316B i STANDARD I STANDARD I IEAVE i 1 4.25 1 32.59 It LL - 1 I LL - 1 i 3.Y507 I CL - I I CL - 1 i 4 3.0,507 1 L -r�1 1 CL - 1 I 1 5 1 i=.E1,23 I CL - 1 I I I 1 4.:-4 1 c.9: 1 I bS I 1.3ie8 1 STANDARD 1 STANDARD I I EAVE I i 4.2i 1 3.59 1 It � + BRACINU DESIGN CP P;Jt;B:F 9 2TI ++ WALL NRACI N - rRDNT51Ut E h. i ' ' B R A C I n v J S L t / T E t 1 S L L t\ 1 WALL i SPACING I BAY #4 1 BAY #B 1 BAY #0 1 BP,, 40 i BAY 0.0 I ' ----------------------•------------------------------------•--------------------- S I 1B.0000 i 1/4" DIA 1 1/4" UlA 1 1 4.34 1 4.34 1 + BACKSIDE + I TIER I 'C' B R A C I N G - S I 'L I 0 tN i IWALL I SFZ.lN6 I BAY #4 BAY #E I BAY #0. i 'BAY #0 i BAY #0 I ------------------------------------------------------------------------------- Bo 1 1E.0000, i 1/4" DIA i 114'' D 1 A 1 i 1 4.34 1 4.34 1 LEFT ENDWALL I ------------------------------------------------------- i I TIER I 'C' B R A C I N G - S I : E / T E N S 1 0 N i IWALL I SPACING I BAY #3 1 BAY #0 1 BAY #0 i BAY #0 1 BAY #0------------------------------------------------------------------------- i I Lit 1 18.4433 1 1/4" DIA I I 1 1 E.10 1 ----------------------------------------------------------------------------- *** RICH" :Jr'iJWALL f** ----------------------------------------------------------------------- I I TIER i 'C' B R A C I N G - S I i E i T E N 10 N I 1 SPACING BAY #3 1 BAY #0 1 BAY #0 1 BAY #0 1 BAY #0 1 I I c.1c i i I� I I t; i► JOB NO. I JOB TITLE _ QUOTE NO. DESCRIPTION DESIGNED BY CHK'D BY DATE SHEET NO. 1 C4 0 x 7- -r3 J - �20 CNnwr, xC�-� = J � 57 35 � 1 r `G. 4 v �2-68� -S E. c G o t�?�o � � �_,�. C.a Y✓; t- v'� " !� �`J I J j L cc x uj rA \� br-�-�� o ,- 3 123 � woo i �t i DWESI MEIALLIC PAGE t � NRAllING LZ--1 N, **f r1 FULL OPTINIL'ATION, SPY LET) _ i0472'i.00 BRACEh TIER SPA�-C (F ) JL�� .11 FRUNI 'LAVE HEIGH-1 (FEET): IB.I100,0 BACK EAVE HEIG11 (=:.Eli 18.04060. FRJN, SIDE RUUF dLL)rc i.00o0 :_ ri+Jf f SIDE i i FiDul JVI, 0100 } 'RACING DATA *** R= BRACING TYPE ; 'LIABLE # BAYS . LU"AT10N 4,6 iRHC!V; Tir°t CAdlt i# DAYS !-JCnTIUiv 4.6 i� G•RAvlf`"^� T1P i�L . FIiti�L C lPiJ . LOCAT!UN' . 4,2. LE BRACING TYPE : DIAPHRAG1� t BAYS LOCATION . RE BRACING TYP: : DIAPHRAGN # DAYS : LOCATIUN +?* DESIGN CRITERIA *** WIND VELOCITY PRESS (q) : 11.0000 PSF EDGE STRIP' WIDTH (FELT) E0.0010 INTERIOR COEFFIUltNf,GCpH: 4.9100 EDGE STRIP CDErFICIEN1,6CpY, 4.9100 MAXIMUM UNITY CHECK RATIO: I.06`45 MAX. HORI2ONIAL DEFLECTION .0000, * LOADING COMBINATIONS 8 V�A } BitA iN3 DESIGN �t} TUB WYjBLR . 75cE7 ROD; BRALINB * PAE4E E (FRONT TO BACK SIDE: } SRACNS RESULT:: }t i'ItR I TIER f I NO. 15P'ACING I BAY #4 ! BAY #B ! BAY,#B 1 DAY' #0 ,I BAY #G 1 1 ::0.GGGG 1 1i 2" DIA i :: " DIA . 1 1 14.41 1 14.41 I _ 1 210.0 inel 1 3/8" DIA 3!8" Di;; ; I I 1 1.5E ! I.5tl 1 3 1 211.0000 1 114" DIA 1 1/4" DIA 1 I ! I .oe. i .Del I ------------------------------------------------------------------------------ 4 21,0000 Gip" DIA I Lih DIA I 1.5e, ! 7.501 i i 5 1 rO.Gic010 1 1/2" DIA I i/2" DIA I I (Bs) 1 1 14.41 1 14.41 1 1 i i 1 i BRACING DESIGN }; Z J!1B NUMBER : 95277 *** WALL BRAl:1Ni *** FRDNfSIDE *** ------------------------------------------------------------------- I I TIER I 'C' BRAi; I NG - S I ZE / T E N S 1 0 N i IWALL I SPACING I BAY #4 i BAY #8 1 BAY #0 I BAY #0 1 BAY #0 1 �5 18.00,00 1/2" DIA 1 1/2" DIP 1 i 16.40 I 16.40 1 *** BACKSIDE *** ---------- I TIER i 'C' BRACING - SIZE / TENSION I WALL I SPACING I BAY #4 1 BAY #8 1 BAY #e I BAY #B 1 BAY #11; I BS 1 18.0060 1 1/2" DIA 1 1/2" DIA I 1 16.40 1 16.40 ------------------------------------------------------------------------------- I MIDWEST MEIALLIC BRACING DES1UN JOB NUMBER °5217 (FULL UPTIMIZA111UN) *+ GLUMETRIC DATA *}+ BAY SPACING (FEEL) 10@24.00 BRACED TIER SPACES (Ff) : J@6n.00 FRONT SAVE HE1G'HT (FEED: 1E.0000 BACK LAVE HEIGHT (FEE') 18.0001 i FRONT SIDE R03F SLOPE i.0000i1c FRONT SIDE TO RIDBE U0.0t�Ur } BRACING DATA *** R' BRACING TYPE CABLE # BAYS 2 L0LAl10N 4,8 FS BRACING TYPE : CABLE # BAYS 2 LOCATION : 4.6 BS BRAC1Na TYPE . LABLE n BAY" . 2 LOCAIIUN 4,E LE BRACING TYF't DiAr`HRauhl ;iA1'� LOCA,`lrlN R'- BRACING T1'PE DIAPHRAGM # BAYS LOCAI ION *** DESIGN CF.IiERIA *** WIND VLLOCITY PRESS (q) : 11.0000 PSF 'EDGE STRIP WIDTH (FLET) 20.000 INTERIOR COEFFICIENf,GCpR: 3.2700 EDGE STRIA' COLFFICIENi,KpX G.c/00 MAXIMUM UNITY CHECK RATIO: 1.0345 MAX. HORIZONIAL DEFLECTION .0000 ** LOADING COMBINATIONS *** 1. Semis c, 0 3 w M� �I(— — V Q LOL 1 P I S T R U T S - -i Y P E i F U i # FORCE 6m-1 e4 1 BAY w8 i BAY #N BrY #C. B #L s ls► --------------------------------------------------------- --------------- N N O (L I FS 1 3.3122 1 STRUF ZEE 1 STRUT ZEE I SAVE I i 1&.69 i 9.03 1 ) 0•(�01 x 3 `LY -----------_��----------------------------------------....._.. - ----- / = t (�• yr I c 1 7.0741 1 STRUT ZEE I STRUT ZEE 1 $ i 1 i i0.91 1 7.37 7 I 1 3 i 7.6736 I CL - 4 1 CL - 4 i I 1 I 7.67 1 3.84 I �• (� '� `� — ` '� ------------------------------------------------- 1 4 1 7.6736 1 CL - 4 I CL - 4 I I ! I 7.67 i 3.84 1 5 1 7.0741 1 STRUI ZEE I STRUT ZEE I ! I I 10.91 I r..ti7 1 I O•� � � + IO i BS 1 s.3122 1 STRUT ZEE I STRUT ZEE I IEAVE I I 10.69 1 9.03 1 c' 69 ' y I _ 4 ,, , I I I J F JOB NO. f')S Z 17 G" {� JOB TITLE r All-C�F (L W O c p Lp1J S-r►< ) QUOTE NO. f ESCRIPTION �--A (�'j i o Iy S DESIGNED BY 411 CHK'D BY C Y, /?r 1.tom'+L.✓ DATES SHEET NO. �' I RF- Rc.7►cjNs C� Q�� ^F- fi �Af�,xC�LvM0 R6 N- ' W- i 1� i o•aoo I I i JOB NO. �l f► �) JOB TITLE %1` p �2�� QUOTE NO. DESCRIPTION DESIGNED BY CHK'D BY \ DATE SHEET NO.3- _ G'- 0 -' -�7/v 0.,F. �77 l; Yo- wE�� E, 14 , FT u W !1 20 3G �J X I i zs 1 q- a=au� 5S5E. To EAvr R F• �c.-t►o Ns I T DL -an0 :1 * * AUTUiSTEEL DESIGN _ A SY Nit RCOM TECHNOLOGY, 1140. LIEVELUPMENT RELEASE 6 MOD 10 JUNE 1988 Jot Star Date 1-24-97 lipe 9:51:i6 TI1LE — JOB #95577 — CALDERWOOD CONSTRUCTION IYP. 1N1. FRAME BY — RAZ IDEW IFICA!ION DATE — 1/24i9)7 :•';1T� UFf I01�� INl!JI .... LNGLISH OUTPUT .... ENGLISH TYPE — RIGID FRAME REPORT OPTIONS ....ANCHOR BOLTS AND CONNECTIONS ....FLANGE BRACE RLPORI ....DESIGN SUMMARY REPORT WITH DEFLECTIONS ....FREE FORMAT ....SHORT OUTPUT EXECUTION OPTIONS EXECUTION MODE = ANALYSIS ONLY MAXIMUM NUMBED OF 11LRATIONS = 1 UNITY CHECK RANGE = 0.950 TO 1.050 MAXIMUM SEEWEN1 SIZE = 2.Qt00 FT COEF. OF LINEAR EXPANSION = 0.6-0100065001l/DEB.F MOD. OF ELASTICItY,E = 29000000. PSI LOCATE FLANGE BRACINE = NO I I 4 G E S 1 U N i N P U i E C H. U L-'' ` HAD][46 LD., P.U. BOX 425E7, HOUSTON, IX 7 i 242 PAGE 1 ?:SE7i - CALDERW00D CONSTRUCTION TYP. INI. FRAME Mtr6LRS LOADED SPLICES LOADED .IUB 1t952it' - CALDERW30D ;:ON5TRUCTION TYP. INT. FRAME RAI,li_'4/97,,,,,AC,FB,,DF,,,,SH 3,1,197171N SPANS 50.,50. 18.,,,8•,,,20.,,e��t 8.,,10.,X,12.,X,14.,,16.,X, 60,11W81, 6L,,,,55..46. 6C,I,WE, 6D,,,1O.,55.,46. 5.,5.,1.,X„X„X,+X,, ,X P6De,9i'll �I36.,,v+,e+�s LOAD FACTORS,24.,M. DEAD LOAD,.048 LIVE LOAD,.672 WIND LOAD,11.1PSF,SPEC,.8,-.7,-.7,-,5 LOAD CONDIFIONS 1,2 LUADCOND LDCN,3,100.,DL,10O.,LL1,,,,,DL+UbSNUW LOADS LOAD,2,3,LLI,bLUB,Y,UNIF,0.,-.672 LOAD,S,b,LLI,GLOB,Y,UNIF,0.,-.372 END f 1 j . - . I . ' i i MACRO 1 i` vU T ECHG i 11RADING CO., u.D. BOX 42527, HOUSTON, 1X 7724� CYCLE 1 5E77 - CALDERWOOD CONSTRUi;TiON TYP. IN1. FRAME SPAN LENGTHS 50.000 Uei.000 0.000 0.000 0.000 0.000 0.0i,00.000 0 LEFT EXTERIOR COLUMN SAVE WALL GIRT BASE KID MiD KNEE BASE IEMF' BASE F G HEIGHT SLOPE SIZE DEPTH DEPTH DISf. DEPTH SETTLE RIFF Di5PL X P, Kx 16.000, 0.000 0.000 8.0010 01.000 0.e�i0 c0.000 0.00 G.00 0.00 G 4.00 CiRT AND BRACE LOCATION' 6.0 3 00 i l.00C X 1 E.OOOX 14.00016.00e�X 0.000 IG.000 0.000 0.0100 Vi.ViuO 16 E.E. W8 6B n.00 0.010 46.00 0 RAFTER AT LEFT KNEE Vi.000 'LJVi.0Vi0 e.000 0.sae �e.0I0u 1.ViceV 8. 5Vi e.ViVie, Ei.Vi 4Vi 4� P e SECTION 1 FOR RAFIER SECT FLANGE WEB /OUTER FLANGE-/------WEB-----/-INNER FLANGE-/ L06TH FY FY Kx 6C W8 6C 0.00 55.00 46.00 0.00 0 SECTION B FOR RAFTER SECT FLANGE WEB /OUTER FLANGE-/------WEB-----/-INNER FLANGE-/ LENOTH FY FY Kx K Wb 6D 10.00 5b.00 46.00 0.00 0 PURLIN AND BRACE LOCATIONS 5.000 b.000 1.000 X X X X TPI RIOR COLUMN: COLUMN FLANGE BASE BASE IEMP FIX b S WEB LG/---WEB---/ LEFT FLG/ DEPTH FY DISPLC SE11LE RIFF B T R Y �4' 0.000 S6.000 0.00e 0.e100 0.e S 0. 0 SY'hiPi�TRiC `rRa�ic UENLRATtD WITH CENIERLINE AT X = 49.67 Ff i I r MACRO 1 N P U 7 ECHU Ck-L� I RADING UO.i P.D. BOX 42527, HOUSTON, IX -i7242 CALDERWOOD CONSTRUCTION TYP. INT. FRAik LOAD FAMP.S 2'4.11'l' L40.000 4 DLAD LOAD 0.045 0.000 0.000 0.000 0.000 0 LIVE LOAD 0.672 0.000 0.000 0.000 0.000 1, WIND LOAD 11.000 PSF SPEC 0.800-0.700-0.700-0.50'0 0 LOAD CONDITIUNS 0 120000000000000 0.00 0.00 0.00 0.00 LUADCQND 0 LDCN '100.00 DL 100.00 LL 1 0.00 0.00 DL+UBSNOW LOADS 0 LOAD 2 LL1 GL08 Y UNIr 0.000 -0.672 0.000 V.000 LOAD s S LLi uLM Y UNIF 0.000 -0.L+72 0.000 0.�1OE LOAD 1 2 DL BLOB Y UNIF 0.00000 -0.01752 0.00000 -0.01752 llLWT LOAD 1 2 WLL GLOB X UNIF 0.000010 0.22965 16.55399 0.L2965 WLLX LOAD 2 3 LL GLUE Y UNIF 0.00000 -0.681B6 0.00000 -0.68186 LIVE LOAD 2 3 DL GLOB Y UNIF 0.00000 -0.04870 0.HIM -0.04870 DEAD LOAD 2 3 DL GLOB Y UNIF 0.00000 -0.02586 0.00000 -0.02586 DLWT LOAD 2 WLL GLOB X UNJF 0.00000 -0.01563 49.2'/679 -0.Ell 563 WLLX LOAD 2 3 WLL GLOB Y UNIF 0.00000 0.1872 49.27679 0.18151 WLLY LOAD 4 3 DL GLOB Y UNIF 0.00000, 4.01294 0.00000 -0.01294 DLW1 LOAD 5 3 LL GLOB Y UNIF 0.00000 -0.68186 0.00000 -0.68186 LIVE LOAD 5 s DL GLOB Y UNIF 0.00000 4.04870 0.00000 -0.04870 DEAD LOAD 5 3 DL GLOB Y UNIF 0.00000 -0.02586 0.00000 -0.02586 DLWT LOAD c; WLL GLQH X UNIF e.00000 0.01563 49.27679 0.01563 WLLX LOAD 5 3 WLL SLOB Y UNIF 0.00000 0.18i5i 49.27677 0.18i5i WLLY LOAD 6 5 DL GL'U'B Y UNIF 0.00000 -0.oil 79" 0.00000 -0.01792 DLW''f LOAD 6 5 WLL GLOB X UNIF 0.00000 0.143533 16.J539:' 0.14353 WLLX END AONDIT10N A RRhY DL 100. LL Iel0. 0 0. DL i00. WLL 106. 0. 0. 3 DL 100. LL1 100. 0. 0. LOAD COINDITiON DESCRIPTIONS 1 DEAD + LIVE LOAD 2 DL + WL; 3 DL+UBSNOW .J i 4 L .. �� 5 l� • I '. � FRAME DESIGN DATk 1 C' -L. i RADING LU., P.D. BOX 4"5c�i. HOUS i ON, TX 77242' �'Sc77 - CNLDERWDOi CONSTRUE?iOti TYF iNT. Fi?AML CONF1GURAlION i'EYMMETRIC FRAMt1 ... NUiLDING WIDTH = 100.00 FT NUMBER OF SPANS = SPAN WIDTHS {FT1 = rie.CIO 50.1'10 DESIGN BAY :'IZE = c4.00 FT LEFT EAVE HEIGHf = 16.00 Ff RIGHT LAVE HEIGHT = 18.00 FT LEFT CULUMN SLOPE = 0.00 /ic LEFT KAFTER SLOPE = 1.00 RIGHT RAFTER SLOPE = 1.00 it RIUKII LULUMN SLOPE = 0.00 /ice GIRT DEPIH = 0.00 IN PUNLIN DEPTH = S..25 IN LOADINGS ... DEAD LOAD = 2.000 PSF LIVE LOAD = 28.000 PSF WIND LOAD = 11.000 PSF WIND LOAD PARAMETERS ... WIND LOAD METHOD = SPEC WIND iNTENSITY = 111.00 PSF MEAN ROOF Ht!Bhi = IS.00 T WIN➢ LEFT COri--I-=ICiENTL. = 0.Be, -0.70 -0.70 -0.50 FUN WLL WIND RIGH-i L;UEFFICIEN-15 = 0.80 -0.il' -0.7�- -0.50 FUR WLR Ua➢ CONDITIONS ... LUAD CONDITIUN = DEAR + -1VE LOAD LOAD CONDITION ' = DL + WLL LOAD CONDITION : = DL+UBSNOW 1. -0.ai FLIPS/FT UNIFORM LOAD APPLIED OVER WHOLE MEMBER 1N GLOBAL Y DTP,,=CTIUf? 'iO M::ME-R c- _ �. -0.c F;iPS;r i UiviFORM LOAD AFr�'E LJ LIVER WHDLE hitMBER iN 9LL,BA; Y '-IRE�i IOC T i �i' '�, s. �, ti �T �, •n i DESIGN SUMMARY R E P 0 R F C & S TRADING CO., P.O. BOX 4--527, HOUSTON, li 77E4' PASE NO. - .TUB #9520 - CALDERWOOU if i. FRAME DAiZ -" j RtAI'.TIONS AND DEFLECTIONS - LOAD CONDITION 1 - DtAD + LIVE LOAD SEC-1lOMv MEMBER VEF'T1CAL HDRIZONTAL M4JMENI VERTICAL HORIZONTAL JUiNf JO1NF REACTION REACTION REACTION DErLECIION DEFLECTION NUMBER NUMBER {KIPS) (KIPS) (KIP-FI) (1N) (IN) i 1 16.089 4.91b 0.000 0.000 0.000, -0.0�1 0.jQ 0.019 4 3 -0.095 0.000 5 4 43.EE4 0.000 0.000 21.000 0.000 6 -0.543 -0.015 -11.02 1 0.01' S 6 i6.089 -4.918 1.000 0.000 0.000 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION - DL + WLL SECTION MEMBER VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION NUMBER NUMBER (KIPS) (KIPS) (KIP-FT) (IN) (IN) ------ ------ -------- -------- -------- -------- ------- 1 -4.1 E6 0.000, 0.000 0.000 c c -0.046 1.570 3 -0.17 7 1.Jwu 4 s 0.014 1.576 b 4 -6.23i 0.000 0.000 0.000 0.000 6 0.343 1.589 7 J 0.052 1.Jro B 6 -1.509 -L.05c 0.000 0.000 0.00ki REACTIONS AND DEFLECTIONS - LOAD CONDITION 3 - DL+UBSNUW SECTION MEMBER VERTICAL HORIZONTAL MOMIENI VERiiCAL H'iRI%ONIAL JOIN. JOIN REA-ilOi\ REA 10iv kEA. Oa DErLECI;u,: .lL.L CFiun NUMBER NUVLAER (KIPS) (KIPS) (KIP41) (1N) (IN) 1 1 16.409 3.880 0.000 0.000 0.000 E c -0.074 1.651 i.6r, 1.744 4 - -��.07D 1.694 4 64.144 0.000 01.004� 0.000 el.000 7 5 0.041 i.670 8 6 5.095 -3.880 O.00;Z1 0.000 0.000 ., ,�� .� >. I I DESIGN S. UMMARY R E P U R L & S )RADING LD. P.O. BOX 42k-1, HOUSTUN, 'IX 7724r- 'AGE T:b i"t'j5c-'77 - LPLDL-RWJ0.',, CONSTRUCTION I YF. I IN7. FRAME --------------------------- E XT-f7LUMN I- :' LENGiH 15.- Ff MEMBER ANGLE 66.16 DEG 1ErP' 1)1FY 01. DEB.r RELEASED 0. WEIGHT L77. LE• SEL;.UN LENGTH YIELD NO. S'--b*tNj DEPTH RT DL17H AT U'JT-R F WLI, MA), L'ut'l - 191*1 .D L OR 5-1-lojl� TL_��Fjj'- Af�Gj� C 1:1( j Nil (FT) FLG WEN SEE SIZE START -ND - z' - L 6:- U 0.01 V, IN 6.000 X.O. u.I b44 & 000 X 0. 0 01 0. 0 151.E. li 46. 8 1.97 F-1 B,V-0, IN LJ (CONTRJL7L1N,'-, ACTIONS) AXIAL --ALLOWABLE STk;-S'-sEb-- --MAXIMUM 5-1 --UNITY' LHEECK COM DiqEKJ:--- W-p- ------ - S:LTIIJN FORCE IMOMENT FA FBO FBI AXIAL FBU FE I MfEk FL. INNER Fl LOAD FORCE ALLOW. t L t L - NO. (KIPS) (KIP-H (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) AXIAL BENDING BENDING COND (KIPS) (KIPS) 0 -.67, ' . 1 0-1 649 0.7 As:7 i -4.41 IS.'- [ 9",, -69.6,2 2J�.l- 3L14 J, l. 0 RAF'EH LENGTH 49.Lb F I MrMBER ANGLE 4.L- DEG I-MP IRIFF G. DE REVERSES e WE IGHT I "SEL'IT ON Li NGTH, YIELD NO. �EGM�Ni DEPTH "T HVIH A7 0--, _RN GE W�B ili.lix LJ1.111"t. H',I 0�*L) I t I ul-n N t - L H NO. () FL6 WEN SEE SIZE STAY tND OR PIPE SECTION fiihi(�'K NE S INNER HLANGE U N!�Y CY, D iS LUNil 1 3B. 4b. 1.4 2,"It, F-i 01 Z- IN 00. 1 N 6.000 Y 0.-6 121r, C.11644 k.000 Xlr.c i2S 0.91 2 1. F1 3, h,1-I J.P. -30.0112 j A FT a 0.0-0 5'j. 46. 4 2.10, F 1' 2"0.00 IN ?I IN blooe. X0.31-ci 0.2100 E..000 '1211.-,150 0.9 0' 4�.-3 I u. (LUN-IRDILLING ACTIONS) AXIAL --P-' L0WkBLE STRESSES-- --MAXIMUM STRL-1-00-E-S- --UNITY CTCECK ("011PONEN 1 cS--- ----WEB SHEAR-- D SECTION FORCE MOMLNI' FA FBO FBI AXT FBO FBI OUTER FL. INNER FL. LOAD FORCE A:-;LOW. - NO. (KIPS) (KIP-FT) (FBI) (KEI) (KS1) (KSI) (KSI) (KSI) AXIAL BENDING BENDING LO N D (KIPS) (KIPS) I T 0.56 '2'8.7.3 -28.71-5 0.0"1 0.678 0.1-78 .9*0 i 3.86 16.85 15.01 32.72 7 2 6 19.017 a z? L r- 4.07 -216-el.68 25.81 E. -2.56 0.T bb -6.45 La.itl 0.0i4 0.520 0.B65 1 21.66 44- Lis 9,410, 6 F T r,L -'E, '.Lp A�" Wi-1 1. 1B 'N 1.CO r- I I ILUMN 4- LENGTH BE R ANGLE E 90.am DEG I MP" -I�IF- ei. D L 01. H: r 3- SECTION LENGTH YIELD NO. SEGMENI DEP-:H1 HT D L.-'1 H, AT DUiER FLANGE WEb MAX COME, PIT L0Ali NO.D. %'�T) -1 � W E B Lb E 6 SIZE LbT A R T LND DR PIPE SECTION THICKNESI; INNtH �LANGE UN }' I'K "o. 36.e, I 1 1.83 F i El,bi,- IN 6.6-c- IN 6.625 O.D. X 0.188 W. 0.87b 0.0 FT AY I AL --kLLUWAbiE TRESSES-- --M A'f,1 :ZSHif TY "M '"Dr,�ONEN' QqCAR....1.. IDA FORCE FH F BL ,B P.):H- B OUT-L , L. NN:R rL. LDAL FORCE HLLUw. NO. (KIPS" K 1 F T (KSI) (KSI) rST) (FICI AXIAL BENDING BENL!M, LONL,, (KIPS) (KIPS) P- I . 1 0 z, 4 01.00 i2.98 50 Li.60 i, C.el, 00 V,88 01.00 01.00 Lf 0.60": J4. I .i r. .� - u.� •, I DESIGN SUMMARY REPORT C & S TRADING CO., P.O. BOX 42527, HOUSTJN, 1X 77242 RAGE NO. .TUB #95c 77 - CALDERWUDD CONS T RJi'T ION T YF'. INT. F RAi4E DATE .-24-57 ------------------------------------------------------------------------------------------------------------------- AFIER J- 3 LENGTH 49.EB Ff MtMBEK ANGLE 17J.77 DEG IEMP DIFF 0. DEG.F RLLEASES 0 WEIGH:' 1274. LE. SLL;I ON LLN3TH `''cLD ND. SLGhitP I DIP T n tiT DEP i H AT UU I ER FLANGE. w-d MAX LUMB L. NO. (FI) FLG WEB SEG S1 STARi END OR PIPE SEiTIUN THICKN_S INNER rLANIGL JN1;' Ct; DISi JiL. 1 3B.5.i JJ. 46. 14 �.'lJ�F T :0.00 IN JL'.00 IN 6.000� X0.slc5 0.1644 6.000 X0.s125 �,iB7 S9.o Fd c 10.00 n. 46. 4 0.50l FT c0.00 IN 30.00 1N 6.000, X0.3125 0.2500 6.000 X0.3150 0.906 49.3 'F i H -:; !�.F. (CUNiRJLLING ACTIONS) AXIAL --ALLOWABLE LSTRESSES-- --MAXIMUM SiRtSSES--- --UNITY LHECK COMNONENiS-- ----WEB SHIRR------ L SECTION F0RCc MOMENT FA FBO FBI AXIAL FRG FBI OUTER FL. INNER rL. LUAD FORCE ALLOT. - NG. (KIPS) (KIP-Fl) (KSI) iKS1) (KSI) (KSI) (KSI) (KSI) AXIAL BENDING BENDING CONL- (KIPS) (P"IPc 1 3.15 -70.71 15.01 24.20 24.20 0.4., -lE. 3 iS.33 0(!.030 0.7J, id./J' 1 i4.77 19.07 Ls = 5145 L 4.0 -CS(i�.68 C5.B1 3-56 Sc.56 0.36 -_9.95 "S.16 01,014 0.9i0� 0.s^.•J i -�1.Erb 44. L'c _ .9640 Ei,T.COLUMj%l ;- 5 LENGTH 16.J5 F i MiahiBER ANGLL 91.52 DIG i EMr' DIF, 0. Dc .F RZLtAStb E WLi5 1 25 7. LE SECTION LENGTH YIELD NJ. SEGMENT DEPTH AT DEPIH AT DUIER -LANCE WEP1 MAX COMB Al LOHD ND, (rT) FLG WEB SEG SIZE STAR.'I END OR PIPE SECTION THICKNESS iNNLR FLANO'L UNITY CK DIS1 'ONll 1 15.76 5J. 46. B 11.97 FT B.00 IN 20.00 IN 6.000 X0.2500 0.1644 E.000 );0.2:,00 0.830 (CONTROLLING ACTIONS) AXIAL --ALLOWABLE STRESSES-- --MAXIMUM STRESSES--- --UNITY CHECK COMPUNENI5-- ----WEB SHEAR------ D SECTION FORCE MOMENT FA FBO FBI AXIAL FBO FBI OUTER FL. INNER 'FL. LOAD FORCE ALLOW. - NO. (KIPS) (KIP-FT) iKSI) (KSI) (KSI) (KS1) (KSI) (KSI) AXIAL BENDING BENDING COND (KIPS) (KIF�) T 1 16.9J -69.60 212O 32.67 29.14 2.57 -21.20 0.102 0.649 0.727 1 -4.41 ;S.n Ds = .BB31 TOTAL FRAME WEIGHT IS 3402. LB l I t�s: �: I I ,! y� I FLANGE BRACE REPORT & E 1RADING LO., P.O. BOX 4c527, HOUSTON, 'IX 7724" PAUL NJ. Jf 5' 77 - CALDERWJOU CON5IRUCTION TYP. IN!. FRAME DATE 1-24-';7 A'IL FLANGE BRACING = N COLUMN 1 - c GIkTS LOCATED AT 8.00FT 10.00FT 12.00F1 14.00FT 16.00FT BRACED AT X X RAFTER 2 - 3 PURLINS LOCATED AT 4.16F1 9.17FT 14.19FT 19.21F1 24.23FT 6.24F1 34.c6FT 39.28FT 44.301r"T 48.c7�T BRACED AT X X PURLINS LOCATED AT 49.28FT BRACED AT COLUMN 4 - 3 UNBRACED RAFTER 5 - 3 PURLIN5 LOCA1ED AT 4.16FT 9.17FT 14.19FT 19.21FT 24.23FT 6.24"rT 34.26H 39.28FT 44.3Wl 48.c7FT BRACED Al X X X X X Y. PURLINS LUCATED AT 49.28FT BRACED AT COLUMN r - 5 G1R1S LOCALED AT 8.00FT 10.00FT 12.00FT 14.00FT 16.00r"T BRACED Ar X X. I I r I JOB NO. JOB TITLE QUOTE NO. DESCRIPTION- DESIGNED BY_� CHWD BY DATE _ SHEET NO.__�7- r o iv fJ E C, 1 o_r_J S 3 A ��Ns.� F-, ow oW !N7GF_ � f I I l � �r G � I 7 Hsr� e4 ,a FL .DO �f� I� ,, I A N C H 0 R BOLTS AND CONNECTIONS REPORT C S TRADING LO., P.O. BOX 42527, HOUSTON', 1X 71"4c PAGE NO. - 3 JUA #95c77 CA----OD LUN-- ------TY-----FRAi�Ir-�---�M--M- M-�--------- ififtM 1 Cir„a-CTION DESIGN DATA FOR MEMBER 3 AT DEPTH .. DIAGONAL KNEE SPLItiE (L) SPLICE DEPTH: E7.1783 (IN) LONIRULLINS ACT"ION� (ALIUAL VALUES) mAxiMui' F'Oc_TIVE ii0 MEN i ... FRAME DATA AT SPLICE LEFT SIDE RIGHT S1Dt ASSUC1AIEL AXIAL FORCE .... --.64 (KiPSr --------------------------------------------- ASSOCIATED SHEAR FORCE .... 0.c3 (KIE'S) SECTION DEPTH ............ 0.0000 (IN) 20.0000 (iidr CONTROLLIN'L LOAD COND ..... c OUTER FLANGE WIDIIH ....... 6.000 (1N) 6.0000 (IN) DUiER FLANGE THiCKNESE ... 0.2500 (IN) 0.312b (IN) MAXIMUM NEGATIVE MOMEN` ... -,.:, (f;Ir-f- I; WEB 1HILKNESS ............ 0.1644 (1N) 0.1644 (1N ASSDCIFTE- A);IAL FORCE .... 15.94 (KIP'ci iPNdER FLANGE WIDTH. • �... 6.0000 IN) .0000 (I PA) ASSJLiAfE; SHEAk FORCE .... -4.4E (r:,. IN10 'FLANGE 1'n'iCKNESS ... 0.62500 (IN) 0.31c3 (TIN) LONiROLLi16 LUAD LONE ..... ** [HERE IS NOT A SPLICE PLATE 1N THE SPLICE PLA-IE FILE WHILH SATISFIES * *} THE ALLOWABLE FORCE AND M3kNl REQUIREMENTS FOR NHL ABOVE CDNNECIIUN. * CONNECTION DESIGN DATA FOR MEMBEk U- "S Al DEPTH U: INIERMEDIATE RAFTER SPLICE (4) SPLICE DEPTH: '20.0000 (IPd) CONTROLLING ACTIONS (ACTUAL VALUES) ------------------------------------------- MAXIMUM PLCEI T IVE MOMENT ... 13.26 (K1P--T) FRAME DATA AT SPLICE LEFT SIDE RIGHT SIDE ASSOCIATED A).iaL FORCE .... -0.80 (KIPOO --- — ASSOCrI'ATED SHEAR FURCE .... 1.67 (KIPS) SECTION DEPTH . .......... S0.1�000 (IN) E0.000 (iiv) IQIV {ULILiPdG LOAD COPtiD ..... _ DUiER FLL L WIDTH ....... 6.E000 (ih) 6.0000 (1N) r n. - . 1 ,r.- �.y - -T Eyi. rT. 0ufER FLANGE TH1ChNE&S ... 0.Z1", t1PN; 0.32:� (iN) MAXIKY t611TIVE r10�1 ICI WEB THILKNLE': ............ 0.1644 t1N) V.2500 (IN) Aoa011ATED' AXIAL FORCE .... 7� (K P,:' INNER FLANGE WIDTH .. .... -,.0�00 (IN) 6.0000, tiN) Az-3 iAIEi 'SHEAF; FORE .... -_4.c dL S ... GA. IN','FLANGE THICKL0 1 1 0.311�0 ( i) LONI ROLLi SG LOAD L'OND ..... i t* [HERE 15 NOT A SPLICE PLATE IN THE SPLICE PLATE FILE WHICH 3ATiSFIES **� THE ALLOWABLE rOkCE APJD MGMEPdI kEQUIkEMEN'i5 FOk THc AALN+E L7NNEClIUP�. *}} i A N CH U R R U L T A N U C0 N N E C f I O N S k E r U F' T S 5 iRADIN6 CO.t P.U. BOA 4 7, H0LIST0N, 'IX . ,24c PAGE NO. - 4 JDF r95c77 - CALDERWODD CDN'STR'JCTION TYr. !NT. rRAME !r' 3T-DN DESIGN DATA FOR MLOIBEK 5- 3 AT DEP H 1 Cl:HGUNH'L r;NEL SPLICE cc - SPLILE DEPTH: c7.1763 (IN) LDNTRULLlNG AC11ONE, (ACTUAL VALUES) MAXIMUM Pk'�ITiVE MDME i ... 0.00 FRAME DATA AT SPLICE LEFT SIDE RIGHT SIDE ASSOCiAiEU AXIAL FORCE .... 0.00 V. 6 ------------------------------------------ ASSDCIA'IED SHEAR F0RC:. .... 0.00 (KIPS, SECTION DEPTH ............ 0.0000 (IN) c0.0000 (iN; CO\TROLLING LOAD COND ..... el OUTER FLANGE WIDTH ....... 6.0000 (IN) 6.0000 (1N) OUTER FLANGE fHiCK,NESS ... 0.31c5 (IN) 0.2500 (IN) MAXIMUM NEGATIVE -73.01 tFIP—�T) Wt:F iHICKNESS ............ 0.1644 (IN) 0.1644 (IN) ASSOCIATED A);IAL FDkCE .... .:.: fh:i=S) ltiiv'L FLANGE .IDfr ....... 6.0000 (IN) 6.0000 (IN) AS ''.CiATEU SHLAk FORCE .... -4.4` iF',ir' i INNER FLANGE THICKNESS ... 0.3125 (IN) 0.21500 (iN) CONTROLLING LOAD LDIVD ..... i THERE IS NOT A SNLIL'E PLATE IN fhE SPLICE PLAIE FILE WHICH SATISFIES THE ALLOWABLE FORCE AND MDMENI REQUIREMENTS FOR THE ABOVE CONNECIIUN. t + CUNNECTIDN DESIGN DATA FOR MEMBER b- 3 AT DEPTH c: INTERMEDIATE RAFTER SPLICE (4) SPLICE UEPTk: 20.0000 (IN) CONTROLLING ACTIONS TACTUAL VALUES) ------------------------------- MAXIMUM POSITIVE MOK�NI ... '.97 (KIN-FT) FRAME DATA AT SPLICE LEFT SIDE RIGHT SIDE ASSDi:IAiED AXIAL FORCE .... -0.7E (KIPS) ASSOCIATED SHEAR FORCE .... .70 (KIT'S) SECTION DEPTH ............ c0.0'000, (IN) 50.000C (,Ni CONTROLLING LOAD COND ..... E �DUIEK FLANGE NID-h ....... E..00010 (IN) E1.021100 ;;Ni � i C T 'rUa: 2 .t`� f vMAXIMUMn —�0 t V' JJicE FLANGE HIr`N�uS ... '..;,e, "IN) 0.3 2; (IN, N�GHTiV_ MJ.1Efvf ... e.7. ( ,.F-r T, eJu ir'i iifu�5o ......... F=. .�0 1."i N) 1a1v44 ;IN) AEUUCiAIcD AXIAL FORCE .... 3.:_� S':-r,w INNER FLANGE WiDiii ... 6.OE100 TIN) 6.el0&M (INe ASauLiHTED SHEAR FORCE .... -i.0c i�;iPSi i lC ,"—SS '•mac .I -c r RO LOAD �• 1fJ1VER FLAKuE 'IHi,..,N�_�� ... 0..;�.,0 i N) 0.3ic. ihi) LONTnJLLiNG UA:, �OWD ..... S #kk fHEtiE I NLJi A rJh'Li�E �'LAf- IN THE S'LiCc. 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DRAWINGS ✓ ARCH. DRAWINGS STRUCT DRAWINGS i/ STRUCT DRAWINGS LEGAL DESCRIPTION r' -,Y�D LEGAL DESCRIPTION ENERGY CALCS ENERGY CALCS STORM DRAINAGE /(4 ?_.-STORM DRAINAGE SEPTIC TANK DESIGN C SEPA CHECKLIST 911L UTILITY DRAWINGS STRUCT CALCS Three ( 3 ) copies of each are required Four ( 4 ) copies of each are required for application for application ZONING SETBACKS: FRONT USE REAR LOT COVERAGE SIDE PERMIT TRACKING Name: Permit #: Project Type: Date Received DISTRIBUTED RETURNED DISTRIBUTED RETURNED Public Works Engineering Fire Dept John Farrens Date returned for corrections Date resubmitted with corrections Date ready to issue: Date issued: B uildlformslchecldst --� -r `- . -') _ __ -� da+g N�4� `I � �� BUILDING PERMIT APPLICATION CHECKLIST RES & DUPLEX r4-,I l COMM & - 'IND 3 APPLICATION �Ql i ! APPLICATION SITE PLAN �!' _ SITE PLAN ARCH. DRAWINGS p`V ,lam 3- ARCH. DRAWINGS STRUCT DRAWINGS l� STRUCT DRAWINGS LEGAL DESCRIPTION LEGAL DESCRIPTION ENERGY CALCS Lr ENERGY CALCS STORM DRAINAGE �+ ,� _ STORM DRAINAGE SEPTIC TANK DESIGN SEPA CHECKLIST UTILITY DRAWINGS STRUCT CALCS Three ( 3 ) copies of each are required Four 4_) copies of each are required for application fora cation ZONING SETBACKS: FRONT USE LOT CO GE SIDE PERMIT TRACKING Name: Permit #: Project Type: Date Receive DISTRIBUTED TURNED ISTRIBUTED RETURNED Public Works Engineering Fire Dept John Farrens Date returned for correcti s Date resubmitted th corrections Date ready to issue: Date issued: B u ild\formslchecklst � , �t - �� i� .� - � , Ciry Of A.RLINGTON Building Department PLANNTNG AND ZONING REVIEW I. ZONLNG COMPLUNCE: A. Zone Classification B. P-,mmit Use: Yes No C. If no, extension of non-conforming use: D. Minimum lot size required: Shown: E. Yard Requirements: Required Shown 1. Fronc 2. Side 3. Rear F. Height limitations, Zv a�dmum C. Landscaping and plan required: Yes No H. Parkin;: 1. Off->trerc parkincr required: Yes No ?. Plan provided: Yes No 3. Adequate par_ing provided: Yes No II. LOT COVEEL&GE A. ALLOWED: MORFJLESS SHOWN: APPROVED NOT APPROVED Action / .Aggiicarion "'itie: SFR 37er Des='yrion or acton: EXE]'v= Code reference allowing exemption: w.,,,.c.:97-u-aW 1 (i)b Pe-son maicng Bete minadon: Date: 'Wvj I Vaem\B PSF—?A..rM � , .: " .� I M -) City of Arlington Building Der'- rIRE DEPARTMENT CHECKL.. _ PERMIT # �- DATE: NAME: G dA e-5!5L(d J K-�U S km t z)J ADDRESS: Tk A v-Q. k)r7:_ LEGAL: BUILDING USE: ice\�S p - e0F91 Ce OCCUPANCY CLASSIFICATION: A B E F H 1 2 12.1131 4 1 1 2 3 1 1 2 1 1 2 1 3 4 1 5 6 7 I M R S U 1.1 1 1.2 1 2 1 3 1 3 1 1 2 3 4 5 1 2 TYPE OF CONSTRUCTION I II III 1V V F.R. F.R. ONE-HOUR I N ONE-HOUR N H.T. ONE-HOUR N Item inspected&completed Site Plan: Approved Denied Signature & Date: Access Requirements: Required: Fire lane: Sprinkler system: Alarm system: Knox Box: Fire extinquishers: Hydrant: # of hydrants required: Location of Hydrant: Location of Knox Box: Location of Fire Extinquishers: Fire Flow requirements: Location of address on building: FIRE DEPT: Date: Signature Build\form\fdchecklist pus — - ti Td gWUW4 +uu-[M,�tWD 00 -Cite-. � ■ TUdM _ - r a - - - - - - - - - J - � _ - ■ � �� _• � � 1 .I- lye ON A [11 jj%j E.l J 1 ■ J■J6 11 T-1 1i. 7 III I - ■ .1Ih RJ I ■ 1 Ii/lY_ I I&.' DAI" iT + 1 brl I I I .CIAO b diA W, 94 11 Y 7 oil vuo" -wi 11 01ni IL -.11 1 — A -IY 11' In �I Aft Li II N� _ 'rg 9 r. 3'iLI� ti +��ydWl�d `i City of Arlington Building Dept i`MR DEPARTMENT CHECKLISY. PERMIT # DATE: NAME: ADDRESS: A`7 3 a (�(a~� �i A vi-,, OF LEGAL: BUILDING USE: I\Cx�S�, {_ C OCCUPANCY CLASSIFICATION: A B E F H 1 2 2.1 3 4 1 2 3 1 ,� 2 1 1 2 1 3 1 4 5 1 6 7 I M R ��/ S U 1.1 1 1.2 F2T3 1 3 1 1 2 3 4 5 1 2 TYPE OF CONSTRUCTION I �iI III 1V V F.R. F.R. I ONE-HO-U]Z_ I N ONE-HOUR N H.T. ONE-HOUR N ` Item inspected&completed 1/ Signature & Date: Site Plan: Approved 1/` Denied Access Requirements: Required: Fire lane: Sprinkler system: Alarm system: Knox Box: Fire extinquishers: / O ti Hydrant: _ # of hydrants required: Location of Hydrant: Location of Knox Box: Location of Fire Extinquishers: Fire Flow requirements: pflt— Location of address on building: 4S Atn FIRE DEPT: f Date: - I— � Signature Build\fonn\fdchecklist ARLINGTON FIRE DEPARTMENT 1Z(ceived: Returned: lilt: TO; DAVE ANDERSON BUILDING DEPARTMENT FILM : TOM COOPER SUBJECT: PLAN REVIEWS DATE: Match 28, 1997 PLAN RE 9 VIEW NO: TIME Emerald Industries COMMENTS: 1. Fire hydrant at the west side to be up-dated with Stortz 5"adapter 2. Location of Fire Department connection to be located at the Northwest corner of the building. 3. All fire lanes to be marked. Plan Review Frm.12/96 :« _ L _ City of Arlington Building Del... PUBLIC WORKS DEPARTMENT CHECKLIST PERMIT # -[q - 3(a l DATE ACCOUNT # NAMIE: ADDRESS: Ma a fo(-11--, .!-k Us:, 1 j E LEGAL: BUILDING USE: bJ0('q AoaC- .- QFf'; # OF BUILDING UNITS: TOTAL ERU DESIGN UNITS: Item is inspected and complete Existing Required SIGNATURE: Date WATER METER REQUIRED: HEALTH DEPT. APPROVAL: SIDE SEWER PERMIT REQUIRED: GARBAGE CONTAINER PAD: CROSS-CONNECTION CONTROL: BACKWATER VALVE: SEWER REQUIRED: Off site On site CURBS: Off site On site SIDE WALK: Off site On site PAVING: Off site On site STORM DRAINAGE: Off site On site PRETREATMENT DISCHARGE PERMIT: YES NO WATER/SEWER FEES PAID: YES NO BuilMomis\u-check rmr ■ • ..p'L �Lftd nrtity�ril P.J. T. Oil � _ r.. rre ■I% L'I lip nNIII IMEi. OWN IrME IMr IQ Jam' ' II- I ' i W'1 I i r.1Y 11u.umJ MnI ■1■ ■ rft11ICOU ■ ■ Fmm WAS G 1t1 L.1 Y 1 r■ UR ■691'1 aw 1 ti' ■ 1 ■ ■ Am IJI ■J Is III IN 711 1 +111 II"I J! 11 RAJ .■■ j'1 ■1■ ■ s I 1 ■ 1 : : 1'■ m r t- 1 t f1mj" I r%§Lh 11 W-1 ' ■1l11 1 -0.1 1 a 1 g ■ %= = 0 City of Arlington Building Dep, PUBLIC WORKS DEPARTMENT CHECKLIST PERMT # q 2 - t-)3(o 1 DATE 12 3- Q- 9''j ACCOUNT # l NAME: 4' Q I _ ncl a d i ,Q ADDRESS: 9131 Lo-112 A V L Me- LEGAL: BUILDING USE: bjl2ir kv Cy # OF BUILDING UNITS: TOTAL ERU DESIGN UNITS: Item is inspected and complete Existing Required SIGNATURE: Date WATER METER REQUIRED: HEALTH DEPT. APPROVAL: SIDE SEWER PERMIT REQUIRED: GARBAGE CONTAINER PAD: CROSS-CONNECTION CONTROL: BACKWATER VALVE: SEWER REQUIRED: Off site / «` On site CURBS: Off site On site SIDE WALK: Off site On site PAVING: Off site On site �.. STORM DRAINAGE: Off site On site PRETREATMENT DISCHARGE PERMIT: YES NO WATER/SEWER FEES PAID: YES NO - 4 P"vszeo f3 Y D-1/vt-oftm- wyre► -rioN FROM BuilMomns�u-check A)u A`-r' -TL__mp• dN SITE smp c rA A" a01JS ID v0_," Ct k""vas IT-- 1 _ I I i Ll 1) T Z ■.J J 1 1 TITJ I I T _ 4 1 - I II 111_S. tia 'L— _l L - L1 I d I L JJ I I III I�•� {.l I /` i _IUI I I „ LL_ I _ I111 - -J T Tr r I T. -I -I t 1 i- ' I- It f' •'J 1 1 1 11 1 1-1 1 7 1 I ,I r' —1;; I I I I - 14 v 1 1 Cr II I • I I I ,.`I• � ' I I I I Q I �1 11 11 I I I Imo' I ` I T.l -I t` IfI1 11 ' - 1 1_ ll .'. �`� _ r I1 ' 1 ,I _--. .• �T I II �_ _ _ 1- I� ..J Ji I V. WATER DEPARTMENT MEMORANDUM TO: Emerald Industrial FROM: Karen Latimer J� DATE: April 2, 1997 SUBJ: Cross-connection Control Review 18932 66th Avenue NE Building Permit#97-2361 I have completed my review of the construction drawings. My comments are listed below. 1. Provide a plumbing fixture list. 2. Provide a listing of all equipment that will be connected to City water. 3. Complete and return the Cross-Connection Control Survey and Industrial/Commercial Waste Discharge Permit Application (mailed separately 4-2-97). 4. A backflow prevention assembly must be installed on the fire sprinkler water supply line. If no chemicals are added to the water, a Double Check Valve Assembly must be installed. If chemicals are added, a Reduced Pressure Backflow Assembly must be installed. 5. After installation, the backflow prevention assembly shall be tested by a State approved Backflow Assembly Tester, at the owner's expense. A copy of the test report must be submitted to the City water department for review and approval, prior to calling for inspection. Call for inspection after the backflow prevention assembly has been installed (435-3811); 24 hour minimum notice required. 6. The procedure for new water main construction and backflow prevention requirements for new water main construction must be followed (attached). 7. A Cross-Connection Control Survey and Industrial/Commercial Waste Discharge Permit Application must be completed by every tenant of the building. After I have received the requested information I will complete a final cross-connection control review and forward my comments to you. I can be contacted at 360-435-3811 if you have any questions. :� � T � 1 II I I New Water Main Construction 1. Backflow prevention requirements shall be completed prior to beginning construction. See attached procedure. 2. Purity test must be completed prior to conducting pressure test. 3. Pump will not be hooked up to hydrant service or blow-off assembly until city water inspector is present. 4. Barrels used to pump out of must be new or used only for this purpose (inspector's discretion). 5. 200 psi must be maintained for 15 minutes. 6. Pressure will be bled off after testing. 7. Flush once more after pressure testing is complete. Blocking: Call for inspection before pouring. Call for inspection after pouring. ;� I I �I Baclflow Prevention Requirements for New Water Main Construction 1. Install State approved Double Check Valve Assembly (DCVA) in location specified by City water inspector. a. Call City water department before installing DCVA to verify it appears on the state approved list. b. DCVA shall be installed in a temporary vault or other suitable configuration so no portion of the DCVA is covered with dirt or other material. C. Plugs shall be placed in all test cocks (4). 2. Contractor shall have DCVA tested by a State approved Backflow Assembly Tester. A copy of the test report must be submitted to the City water department for review and approval, prior to calling for inspection. 3. Call for inspection of the DCVA(after test report has been submitted). 24 hours minimum notice required. 4. The DCVA shall not be removed from service without approval of the City water inspector. 5. During the hydrostatic pressure test, the DCVA shall be removed, unless sterilization and satisfactory bacteriological sampling has been achieved. TEL : Apr 22 '97 16 : 14 No . 005 P .01 MEMO Tot EttneWd Industrial groMs Maw Hayeu sub" Sit*review cnmmcnts Aatel April 2, 1W 1. Supply city with traffic generation data- ADT.Peak hours ,Routes,Etc. Z, All Llj'a over 5,ftm rim to ixlvcrt must be type 11 ,CH is W v=er,4 S` 3. Entrances must be payed ,a minimum of 40'to width at roadway dbuuueat and extend into property 30'. 1Bntrancei must slope back to property. 4. y1011%ge iMp Vvernanta uu laud►GC&Ave, and bard Ave. Must be addmf"P4. 5.InsaU atop anus at all exits. i metallic building company CALDERWOOD CONSTRUCTION 01/29/97 17455 68TH AVE NE STE 102 BOTHELL WA 98011-0000 JOB NO: 85-95277 BUILDING SIZE: 100' X 240' X 18' JOBSITE: ARLINGTON WA (SNOHOMISH) Gentlemen: This is to certify that the above referenced building and its component parts have been designed and fabricated by Metallic Building Co, an AISC Certified Manufacturer, at its AISC certified facility. It has been designed in accordance with the order documents, in general accordance with the ninth edition of the AISC "Manual of Steel Construction" and the 1986 Edition (with 1989 amendments) of the AISI "Cold Formed Steel Design Manual" and with good engineering practice for the following loads. All welding is per the appropriate American Welding Society (AWS) code. Governing Code for application of design loads: 1994 Edition UBC IMP. FACTORS: WIND: 1.0 SNOW: 1.0 SEISMIC: 1.0 DEAD LOAD. . .weight of metal bldg. structure only as supplied by Metallic Building Co LIVE LOAD . . . . . . ........ 25 PSF COLLATERAL LOAD. .... . ... 3 PSF WIND LOAD. . . . . . . . .. . . . . . 80 MPH EXP B SEISMIC ZONE. . . . . . . . . . . . 3 SNOW LOAD. . . . . . . . . . . . . . . 25 PSF (ROOF) This Letter of Certification applies solely to the steel building and its component parts as furnished by Metallic Building Co and specifically excludes any foundation, masonry, or q r contract work. Sincerely p. Chander P. NangirI P Y 7 •O 1 6403 ram' AL� •In Q EXPIRES 9. 16.Vu �rl� ,F AN 11'JU i 97-a3EMUM � / corporote offices:7301 FAIRVIEW • HOUSTON, TEXAS 77041 - (713) 466-7788 (800) 777-9378 mailing address:P.O. BOX 40338 9 HOUSTON, TEXAS 77240-0338 - FAX(713) 466-3194 � i'M�iiYitt�ili�\ll'ilk\W��u-aailialva'a\��11aw�a-�r\1laWVU\w\Yl\\111UV♦V11�i\iw�\i��tiaUl��ia�iiM�11i11111♦ll•ua♦11Wi1\� �•��ai�aaUL♦\Ua UU i DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A IIU1/mm CItM1111 (1At t STATE OF WOn v ASHINCiTON f CA6: D;CbN37��UC 1 Z ON I hl(a 514.,to"T ' ii A(-liaitiiis�Zi� G i i Z♦iiVf 4\\l1��114`ia►�U.t♦�a♦LY►\♦lY►fLY►a♦Ya11Wu�♦��i\ \\\\H �i CERTIFICATE OF COVERAGE EMPLOYER: 'Phis is your offi(i,ll crrtifirntc of indu5tritl) it�sur�n(e < <�uv(�r�l�c. You tlrc rcicluir(xl by I;Iw to lxlst hotll Ibis c�cl•lifict)t(�tu)cl c:ol)i�4 of the I)osl(,rs listed below, Call k1hol. "Ind Industries toll-fr•cc € t W-A51 {1NG�Q 1•8 W5,17•8367 tO r('clu(•SI-rrll)icS rtf Ilia posicl•s, INl? KIRIAI.IN`+URANC'I'. STATE • 'h6 sal,cly IIet11111 in spollislu isYourNights :Iti :1 Worker FUND • Family Care/M:Iternity • Notive to Employees ' OLPAnYW INT OI' LA®On AND INDUSTRI1'Q Olympia WA 06604.4401 WORKER: 'I'll(- employer nallie l below is ml instll-cd policyholder Tell•hee; 1•800,547.8307 Willi th(. i ;ashillglon slate Industrial Insur:lnce Trust Fund. 111W Date Location I?nlltloyel, `Your 1!nl(lrfl Itu,�lnrq Illrnllfwt.IN Ihr only numhrl you nrrvl w111•II roltll lit,llllh hl1h1111•an N.IIll d hr 1ti';I,hnlE;lon zl:,lr llrl,a lntrnl=of Iirvrnur, l,irrnaing, h:nll,loynu nl scrurlly, hil)lr nml Inlluplrir,and Ihr Offu,•of Ihr sn'rrl:u y of l;1lr. I- I1 141 091 IN AU) '� tl ' •h r 40 YM HH N Lehlinen Structural / Civil Engineers 3 216 bl'eimore Ave.. Prolecl 2 Z q7 Evere►►, WA 98201 subject FWD, DUST r2 Praecl No. 000 3 2.mi Page No. — 01 rnOJr:Ct NAME „ate, BLpG. LQ06XI r — 1'11OJEC7 NUMBEn q 1 7 LOCATION AP,L 1 �AG TO�-J �Xl CLIENr 0ALDER\WOoP Gokilef DESIGN CnlTMA CODE USG Iq'�7`f' LIVE Lonna FLOon SNOW 25 PSP , WIND w HP!j EX P, "13 IIECEIVED SEISMIC ZONE ?J MR 4 M7 CITY OF ARLINGTON DEAD LOADS Hoot- 5 Psi r-LOon Nam ' L �Tlif, SOIL VALUES r tlEAnIN(3 2Opp, P5F - -- R 24629 LAtEnnL 1J s . C.riLC DATE: �� StnUCTUnAL ONLY hIof IJ 1_r-111III 1ity11 Joe No. - - - nA!' -- -.._.. �It��t . or S11110610 / C VII U11 Il1eefs y Joe NAMO'IMP P 11,0111( .0 Aloo. , (l(1f►J1.fl•1.1 r.) dumps NY M1K.vY . 111A 91V)/11 rnN/FN/A ..__:_��..._ _.r__�______�_-_-•_ DESIGN WIND PRESSURES FOR STRUCTURES OR ELEMENTS OF STRUCTURES SHALL BE DETERMINED FOR ANY HEIGHT IN ACCORDANCE WITH TH9 FOLLOWING FORMULA: P = CeCggsI P - design wind pressure 13, Z p&r- 14#Z Pa I S,.3 Qsr— Ce •• combined height, exposure and gust factor coefficient (Table No. 16•G) 0,62 ; 0167 ; n,7Z Cq - pressure coeffident for the structur or portion under consideration (Table No. k;•H) 11 6 qs = wind stagnation pressure at the standard height of 33 feet (Table No. '16-F) 16, I •• Importance factor (Table No. 23-L) f j 0 Pis 0,6Z x I u 16� 4- p�3F x ,p�r. Fo = 0167 K 1, 3 x 16, x 1, o = /�q-, 2. F2.5 - 0,72 1. 3 WIND DESIGN i �. HN Lehtinen Structural/ Civil En ineers By Date 3216 Wetmore Ave subject Project No. Everett, WA 98201 Page No. of (206)252-23 73 1E AGTioN C-} A�.c- MV t 4� t� a Z M�1 � kiDVFk L C-a L� vMN_0A,tPC, i?f+S wt 3-4�- I = 17 V 2 /, 15 = 7, 9- sQ , rT: t 7 = 2- ►7 S F-T uS E- 3 -d SR, FI R-6, = 4s '-- use. 4 3Q, r-T b �b G / 6 - # �-. /I rz:l kF- 1 A,,(Fr nor. i HN Lehtinen�` Structural/ Civil En ineers r By Date 3216 Wetmore Ave,subject _ Project No. Everett, WA 98201 Page No. of (206)252-2373 . ! S-� i 0 Lw 1 I � l i ►0 3 . 1 .. H N Lehtinen Structural / Clfrl Engineers'`, By Date 3216 Wetmore Ave. Subject Project No. Evereff, WA 98201 Page No. of 12- 2 11 I i i ► I 44 'G , ion¢ 10 17 _ I i l� ,-SOB N0. cp)s 7-71 7 JOB TITLE aja Q f,R W 0 v D �� QL)G''�f mot, QUOTE NO. DESCRIPTION !J�C-,A CiT s N S DESIGNED BY-RP—ti CHK'D BY ' �4 U B L. oI�- b'I$0-oA P N ��C P � 3 Y Cx 1, DATE SHEET NO--i-�-i- KF PrC,'T1ON.S �> jaL.c� M -4h`T 4 �. Mp,x � tup�✓ PC-L �lrvMn,� R6AGT� Q►.�S v�12T a.4V. 0 4" TOTAL P.02 CALDERWOOD CONSTRUCTION HVAC LOAD ANALYSIS for CALDERWOOD CONSTRUCTION ROM oowrer COiY1F.MMM. 2M UMMEfE MUSIMMMH91L p6 am 04 0-IM B EC EIV E I) CI fy OF AFlLIN('i R(1 : q7,-90I - } - .;r I t �. �.: RHVAC,-Residential d,Light Commercial"VAC Loads Program I Elite Software Development,Inc. Cory 14 Heating Inc. CAI_DERWO00 CONSTRUCTION Arlington,WA 96223-8773 01-10.1996 - System#1 Summary Loads Component _` (—),A � 1 Area Sen. Lat. Sen. Total Description "b Quan Loss Gain Gain Gain 3B Window Double Pane Clear Glass TIM Frame 32 780 0 1,194 1,184 11C Door Metal Polystyrene Core 282 1,865 0 84 84 22C Slab on Grade 1112"Edge Insulation(R-8) 196 2,117 0 0 0 24C Wall Metal,Dark,R-11 2,822 11,288 0 847 847 26G METAL ROOF R-17 4,800 9,600 0 7,971 7,971 Subtotals for structure: 8,132 26,660 0 10,086 10,086 Active People: 0 0 0 0 0 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 0 0 Lighting: 0 0 0 Ductwork: 0 0 0 0 0 Infiltration:Winter CFM:896.0,Summer CFM:612.0 314 39,424 2,008 663 2,671 Ventilation:Winter CFM:0.0,Summer CFM:0.0 0 0 0 0 0 Sensible Gain Total: 10,649 Temperature Swing Multiplier: X1.00 System Load Totals: 66,074 2,008 10,649 12,667 Check Figures Supply CFM: 846 CFM per square foot: 0.176 Square feet of room area: 4,800 Square feet per ton: 4,164.898 System Loads Total heating required with outside air: 65,074 Btuh 66.074 MBH Total sensible gain: 10,649 Btuh 84 % Total latent gain: 2,008 Btuh 16 % Total cooling required with outside air: 12,657 Btuh 1.066 Tons(based on sensible+latent) 1.152 Tons(based on 77%sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. q7&// z3-/v;A1 r- r1 RHVAC-Resldentlai 3 Light Camimercial HVAC Loads Program ® Elite Software Development,Inc. Cory Heating Inc CALDERWOOD CONSTRUCTION Arlington,WA 96223-8773 01-10-1996 System#2 Summary Loads Component Area Sen. Lat. Sen. Total Description t o O Quan Loss Gain Gain Gain 3B Window Double Pane Clear Glass TIM Frame v 32 780 0 1,184 1,184 11C Door Metal Polystyrene Core 282 1,865 0 84 84 22C Slab on Grade 1112"Edge Insulation(R-8) 96 1,037 0 0 0 24C Wall Metal,Dark,R-11 1,222 4,888 0 367 367 25G METAL ROOF R-17 4,800 9,600 0 7,971 7,971 Subtotals for structure: 6,432 18,170 0 9,606 9,606 Active People: 0 0 0 0 0 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 0 0 Lighting: 0 0 0 Ductwork: 0 0 0 0 0 Infiltration:Winter CFM:896.0,Summer CFM:0.0 314 39,424 0 0 0 Ventilation:Winter CFM:0.0,Summer CFM:0.0 0 0 0 0 0 Sensible Gain Total: 9,606 Temperature Swing Multiplier: X1.00 System Load Totals: 67,694 0 9,606 9,606 Check Figures Supply CFM: 748 CFM per square foot: 0.166 Square feet of room area: 4,800 Square feet per ton: 4,617.114 System Loads Total heating required with outside air: 67,694 Btuh tT694 MBH Total sensible gain: 9,606 Btuh 100 % Total latent gain: Btuh 0 % Total cooling required with outside air: 9,606 Btuh 0.8 Tons(based on sensible+latent) 1.040 Tons(based on 77%sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. /V Post-Ito Fax Note 76, Date Tv From CoJDWE Co. Phorw k P1Wno M Fax k Fax k NVASHINGTON STATE NREC ENERGY CODE COMPLIANCE WORKKSHEET Prepared for. CALDERWOOD CONSTRUCTION Project: ARLINGTON WHS WIDTH: 100 Location ARLINGTON WA LENGTH: 240 Date: 03/07/97 EVE HEIGHT: 16 PITCH: 1 BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH(CHAPTER 4) MAXM(JM LOSS ALLOWED Area U-value BTU Loss GR SS SLAB AREA 1360 sqft 0.540 u 34— GROSS WALL AREA 11297 sqft 0.140 u 1582 GROSS ROOF AREA 24000 s ft 0.050 u 1200 TOTAL LOSS AS DESIGNED MAMMUM ALLOWABLE LOSS 3 Area U-value BTU Loss SLAB AREA-UNINSULATED 1360 0 qft 0.714 u 0 WALL Area-Metal-NET 9999 sqft 0.102 u 1015 WALL-Cavity Area-NET 0 sqft 1.176 u 0 WINDOWS 128 sqft 0.650 u 83 PASSAGE DOORS 210 sqft 0.590 u 124 OVERHEAD DOORS 960 sqft 0.091 u 88 ROOF -NET 24000 sqft 0.056 u 1350 SKYIMS 0 sgft 0.000 u 0 OTHER 0 sqft 0,wo u 0 TOTAL-LOSS AS DESIGNED 277,U— INSULATION REQUIREMENTS TO MEET CODE: SLAB R-10 WALLS -Metal R-9 = R= 13 WALLS -Cavity R-0 O/H DOOR R-10 ROOF R-1.7 r R; 19 r� � �� WALL AREA CAVITY-NET 0 Net SF AIR FILM OUTSIDE 0.170 METAL 0.000 INSULATION R-0 AIR SPACE 0.000 LINER BOARD 0.000 AIR FILM INSIDE 0.680 7= o.ssu U-VALUE 1.176 WINDOWS 128 Net SF TYPE: INSULATED U-VALUE 0.650 PASSAGE DOORS 210 Net 5F TYPE: METAL HOLLOW CORE U-VALUE FROM CODE BOOK 0.590 OVERHEAD DOORS 960 Net SF TYPE; INSULATED R-10 AIR FILM INSIDE 0.780 FAIR FILM OUTSIDE 0.170 lU K VALUh 10.950 U-VALUE 0.091 ROOF AREA-,NTET 24000 Net SF AIR FILM OUTSIDE 0.170 INSULATION R-17 AIR SPACE. 0" 0.000 AIR FILM INSIDE 0.610 UTAL R VALUE 17.780 U-VALUE 0.056 SKYLIGHT'S 0 Net SF TYPE: ELVALUE 0.000 OTHER 0 SF U-FACTOR WORKSHEET BUILDING SIZE: WIDTH LENGTH HEIGHT RISE IN 12' 100 240 16 1 ROOF AREA GROSS 24000 WALL AREA GROSS 11297 SLAB AREA GROSS 1360 BUBI DING COMPONENTS NET WALL AREA-Metal 9999 NET WALL AREA-Cavity 0 WINDOWS 12.8 PASSAGE DOORS 210 OVERHEAD DOORS 960 NET ROOF AREA 24000 SKYLITES 0 OTHER 0 SLAB ON GRADE 1360 WALLS 11297 ROOF 24000 SLAB AREA-INSULATED 1360 Net SF AIR FILM INSIDE 0.920 CONCRETE- 6" 0.480 INSULATION R-10 11.4UU U-VALVE 0.088 SLAB AREAA[.WWSULATED 0 Net SF AIR FILM INSIDE 0.920 CONCRETE: 6" 0.480 INSULATION 0.000 c 'LT-VALUE 0.714 WALL AREA-METAL-NET 9999 Net SF AIR FILM OUTSIDE 0.170 METAL 0.000 INSULATION R-9 AIR SPACE: 0" 0.000 LINER BOARD 0.000 AIR FILM INSIDE 0.680 U-VALUE 0.102 r - Y Prepared for: CALDERWOOD C ON S TRUCTI(E NTiDk NArgE ox CosTOMM Project. ARLINGTON WHS E11TER PROJ=NAMB Location ARLINGTON WA ENTER LOCATION Date: ()3/07/97 ENTER DATE. Building Width A; 100 ENTER'WWTH OFBUILDiNG Building Length A 240 EN U LENGTH of BUILDING Building Heigth A: 16 ENTF_R MGHT OF BUIMING Pitch A(in 12). 1 ENTER ROOF PITCH IN INCHES PER I Z" Cavity Wall AREA 0 TCAvrnrAREA ENTER=AL SQUARE FFEr Windows(sgft): 128 XIMM TOTAL SQUARE 1M1 OF WINDOWS Passage Doors(sgft). 210 ENTER TOTAL 81F1 OF WINDOWS Overhead Doors(sgf"t). 960 ENTER TOTAL SQUARE FEET OF DOORS Skylites(sgft): 0 ENTER TOTAL SQUARE FEET OF SI.`t1dTES Other(sgft). 0 ENTER TOTAL S.F.or OTFII±R SPACE Insulated Slab R.value: 10 ENTFit k VALUE OF SLAB INSULAWN Wall Area-Metal R-value: 9 OTIM R VALUE OF BUTT:MG Wall Area Cavity R-value: 0 EX=R VALIIC OF CAVITY AREA Overhead Doors R-value: 10 Dr=R VALUE OF DOORS Roof Area R-value- 17 PNM R VALUE OF ROOF Slab Design"U"zone: 1 ENTER 1 IFZM& Z IF ZONE 2 Wall Design"U"zone: I SAM AS ABOVE Roof Design"U"zone: 1 SANE As AZOVE PROJECT NAME: JOB NO: PAGE: PAUL R. WEBER P.E. t4j Af—i"`a '6.'7 Z -/ CALCULATED BY: CHECKED BY: DATE: d OF: Seollle, WA 98133 I 7-01 i I I ! I ' GIlowl S II r � II 00, 9 olov 7w GaSID s-t�- �. I { B oho a Pir, s . a _ 1 lAjfl + I i i I P�AAR 18 1g91 11-YOF:AFT PROJECT NAME I JOB NO PAGE I , PAUL R. WEBER, P.E. V CALCULATED BY. CHECKED BY. DATE: OF Seattle, WA 981,3.3 hl oAv G. Co /o 0 o s4 , ff-. ,e¢4:� '0 . '�..4e Ip co e a MAN 6 `zs v a i i i a ;aa a I I 0 INITIAL STORAGE VALUE FOR ITERATION PURPOSES: 33450 CU-FT ITERATION COMPUTATION BEGINS. . . TRIAL BOTTOM-AREA STOR-AVAIL STOR-USED PK-STAGE PK-OUTFLOW 1 27875.0 33449 662 .08 3 . 72 2 14213 .6 17056 662 . 15 3 . 72 3 7382.8 8859 662 . 29 3 . 72 4 3967.5 4760 1241 .90 2 . 76 5 2501.0 3001 2725 3 .49 1. 74 6 2386. 3 2863 2869 3 . 90 1 . 66 7 2391.1 2869 2863 3 . 88 1 .66 8 2388.6 2866 2866 3 .89 1 .66 PERFORMANCE: INFLOW TARGET-OUTFLOW ACTUAL-OUTFLOW PK-STAGE STORAGE DESIGN HYD: 3 .72 .00 .00 3 .89 2866 SPECIFY: D - DOCUMENT, R - REVISE, A - ADJUST ORIF, E - ENLARGE, S - STOP d PERFORMANCE: INFLOW TARGET-OUTFLOW ACTUAL-OUTFLOW PK-STAGE STORAGE DESIGN HYD: 3 .72 .00 .00 3 . 89 2866 STRUCTURE DATA: GRAVEL TRENCH/BED (30 PERCENT VOID VOLUME) RISER-HEAD GRAVEL-BED-AREA STOR-DEPTH STORAGE-VOLUME 4.00 FT 2388.6 SQ-FT 4 .00 FT 2866 CU-FT ROUTING DATA: STAGE(FT) DISCHARGE(CFS) STORAGE(CU-FT) PERM-AREA(SQ-FT) . 00 .00 .0 .0 . 40 .00 286.6 2388.6 .80 .00 573 . 3 2388.6 1.20 .00 859.9 2388 .6 1 .60 .00 1146.5 2388.6 2 .00 .00 1433. 2 2388.6 2.40 .00 1719.8 2388.6 2.80 .00 2006.4 2388 .6 3. 20 .00 2293 .0 2388.6 3 .60 .00 2579.7 2388.6 4 .00 .00 2866. 3 2388.6 4.10 . 21 2866. 3 2388 .6 4.20 . 58 2866. 3 2388.6 4 . 30 .92 2866. 3 2388.6 4.40 1.06 2866.3 2388.6 4 .50 1. 19 2866. 3 2388 . 6 4.60 1. 30 2866. 3 2388.6 4 .70 1 .41 2866. 3 2388.6 4 .80 1.50 2866. 3 2388 .6 4 .90 1.59 2866. 3 2388.6 5.00 1.68 2866. 3 2388 .6 5.10 1.76 2866. 3 2388 . 6 5. 20 1.84 2866. 3 2388.6 5. 30 1.92 2866. 3 2388 . 6 5. 40 1.99 2866. 3 2388.6 5.50 2 . 06 2866. 3 2388 .6 5.60 2.13 2866. 3 ;&.388 .6 5. 70 2. 19 2866 . 3 2388.6 5. 80 2 .26 2866 . 3 2388 .6 AVERAGE VERTICAL PERMEABILITY: 2 . 0 MINUTES/INCH SPECIFY: F - FILE, N - NEWJOB, P - PRINT IF/OF, R - REVISE, S - STOP P INFLOW/OUTFLOW ANALYSIS: PEAK-INFLOW(CFS) PEAK-OUTFLOW(CFS) OUTFLOW-VOL(CU-FT) 3 .72 .00 0 INITIAL-STAGE(FT) TIME-OF-PEAK(HRS) PEAK-STAGE-ELEV(FT) .00 8. 17 3 .89 PEAK STORAGE 2866 CU-FT INFILTRATED VOLUME: 0 CU-FT SELECT PRINT-OPTION: 111" (SURFACE-OUTFLOW) OR 112"(SUBSURFACE-OUTFLOW) 2 INFLOW/OUTFLOW DATA PRINT-OUT: T(HRS) QI(CFS) QO(CFS) EL(FT) T(HRS) QI(CFS) QO(CFS) EL(FT) .00 .00 .00 .00 10.83 .49 .49 3 .51 .17 .00 .00 .00 11 .00 .48 . 48 3 . 51 . 33 .00 .00 .00 11 . 17 .47 .47 3 . 50 .50 .00 .00 .00 11 . 33 .47 .47 3 .50 .67 .00 .00 .00 11. 50 .47 .47 3 . 50 .83 .00 .00 .00 11 .67 .47 .47 3 . 50 1.00 .00 . 00 .00 11.83 .47 . 47 3 . 50 1 .17 .00 .00 .00 12 .00 .47 .47 3 . 50 1 . 33 .00 .00 .00 12•.17 .47 .47 3 . 50 1.50 .01 .01 .00 12 . 33 .47 . 47 3 . 50 1.67 .02 . 02 .00 12 .50 .47 .47 3. 50 1 .83 .03 . 03 .01 12 .67 .44 .44 3 . 49 2.00 .05 . 04 .01 12 .83 .39 . 39 3 . 47 2. 17 .06 .06 .01 13 .00 . 38 . 38 3 .46 2 . 33 .08 . 07 .02 13 . 17 .38 . 38 3 .46 2 . 50 .09 .09 .02 13 . 33 .37 . 37 3 . 46 2 .67 .11 . 10 .02 13 . 50 .37 . 37 3 . 46 2 .83 .13 . 12 .03 13 .67 .37 . 37 3 .46 3 .00 .15 .14 .03 13 .83 . 37 . 37 3 . 46 3 .17 .17 . 16 .04 14 .00 . 37 . 37 3 .46 3. 33 .18 . 18 .04 14 .17 . 37 . 37 3 .46 3 .50 .19 .19 . 05 14 . 33 . 37 . 37 3 .46 3 .67 .21 . 20 .05 14 .50 . 37 . 37 3 . 46 3 . 83 . 24 . 23 .06 14 . 67 . 36 . 36 3 . 46 4 .00 . 26 . 26 .06 14 .83 . 34 . 34 3 . 45 4 .17 . 27 . 27 .06 15.00 .33 . 33 3 .44 4 . 33 .28 .28 .07 15. 17 .33 . 33 3 . 44 4 .50 . 29 . 29 .07 15. 33 . 33 . 33 3 . 44 4 . 67 . 32 . 31 .07 15. 50 . 33 . 33 3 .44 4 . 83 . 35 . 34 . 08 15.67 . 33 . 33 3 . 44 5. 00 . 37 . 36 .09 15. 83 . 33 . 33 3 . 44 5. 17 . 38 . 38 . 09 16 .00 . 33 .33 3 . 44 .ti I 1 T 5. 33 .39 .37 .09 16.17 3 . 33 3 .44 5.50 .40 .40 .10 16. 33 . 33 . 33 3 .44 5 . 67 .43 .42 . 10 16. 50 . 33 . 33 3 . 44 5 .83 .47 .46 . 11 16.67 . 31 . 31 3 .44 6 .00 .49 .49 .12 16.83 . 28 . 28 3 .42 6 . 17 .50 .50 .12 17.00 . 27 . 27 3 .42 6 . 33 .51 .51 .12 17. 17 . 27 . 27 3 . 42 6. 50 .51 . 51 .12 17. 33 . 26 . 26 3 . 41 6 .67 .59 .56 .14 17. 50 . 26 . 26 3 . 41 6 . 83 .69 .66 . 16 17.67 . 26 . 26 3 . 41 7 .00 .73 .72 .17 17. 83 . 26 . 26 3 . 41 7.17 .84 .80 . 19 18. 00 . 26 . 26 3 .41 7. 33 .98 .94 . 23 18. 17 . 26 . 26 3 . 41 7.50 1.51 1.33 . 32 18. 33 . 26 . 26 3 . 41 7 .67 3 .37 1.66 1. 11 18. 50 . 26 . 26 3 .41 7 . 83 3 .72 1.66 2.69 18.67 . 26 . 26 3 .41 8 .00 2.19 1.66 3.78 18.83 . 26 . 26 3 . 41 8 . 17 1.39 1.39 3 .89 19.00 .26 . 26 3 .41 8.33 1.03 1.03 3 .74 19. 17 . 26 . 26 3 .41 8 .50 .91 .91 3 .69 19. 33 . 26 . 26 1.41 8 .67 .78 .78 3.63 19.50 . 26 . 26 3.41 8 . 83 .63 .63 3.57 19.67 . 26 .26 3 .41 9.00 .59 .59 3.55 19.83 . 26 . 26 3 .41 9 . 17 .57 .57 3 .54 20.00 . 25 . 25 3 .41 9 .33 .57 .57 3 .54 20. 17 . 22 .22 3 .40 9 .50 .57 .57 3.54 20. 33 . 22 . 22 3 .40 9.67 .57 .57 3.54 20.50 . 21 . 21 3 . 39 9.83 .57 .57 3.54 20.67 .21 .21 3. 39 10.00 .57 .57 3.54 20.83 . 21 . 21 3 . 39 10.17 .57 .57 3.54 21.00 . 21 . 21 3 . 39 10.33 .57 .57 3 .54 21.17 . 21 . 21 3 . 39 10.50 .57 .57 3.54 21. 33 .18 . 18 3 . 38 10 .67 .54 .54 3.53 21.50 .13 . 13 3 . 36 SPECIFY: F - FILE, N - NEWJOB, P - PRINT IF/OF, R - REVISE, S - STOP tr P INFLOW/OUTFLOW ANALYSIS: PEAK-INFLOW(CFS) PEAK-OUTFLOW(CFS) OUTFLOW-VOL(CU-FT) 3.72 .00 0 INITIAL-STAGE(FT) TIME-OF-PEAK(HRS) PEAK-STAGE-ELEV(FT) .00 8.17 3 .89 PEAK STORAGE 2866 CU-FT INFILTRATED VOLUME: 0 CU-FT SELECT PRINT-OPTION: 111"(SURFACE-OUTFLOW) OR 112"(SUBSURFACE-OUTFLOW) s SELECT PRINT-OPTION: 111"(SURFACE-OUTFLOW) OR 112"(SUBSURFACE-OUTFLOW) 2 INFLOW/OUTFLOW DATA PRINT-OUT: T(HRS) QI(CFS) QO(CFS) EL(FT) T(HRS) QI(CFS) QO(CFS) EL(FT) . 00 . 00 .00 .00 10. 83 . 49 . 49 3 .51 V, 1�1 • � 1 �� ; 1 4 I O�JUOQ�N�' 2w uQ zNi z i Z �d a - QOQZ � O0pui W r'a ZdwY W aWr < W WO pZOwQZ ZQuUO¢ pzz< O Z Z LL w W O Q o 5 a a } W zZ) ] aNcnO � a ¢ -- oNtZ = W A� p , V _OU - O 1}` t< m LL = ~ , N < d .0 mu u(J / U �R y O W V ZZ r� d p u � +p C W Q or Z Q Wc Z > W QU XW O Q a S O < O W S j I I VJ II r2- U Q. 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