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Permit 6077 - PPG Inc - Storage Racks
APPROVED FOR 1 ISSUANCE BY: / ;... p' (; BUILDING . , L OFFICIAL DATE: ') -,,7/- `/O I hereby • = rtif ha I h - ve re- • and ex fined this permit and know the same to be true and correct. All provisions of law a o d nance. •v: ing this work will be complied with, whether specified herein or not. The granting of this per it • • :s not • = = • to give authority to violate or cancel the provisions of any other state or local laws regulati , co •tru i; • performance or work. I am authorized to sign for and obtain this building permit. SIGNATUR ' ` , ADDRESS 1033 Sixth Avenue South, Seattle, WA '" 0 EXP. DATE 11 -05 -90 PRINT NAME: 1b,.; PHONE ,jiCI wS o.�. COMPANY: r . w4Qr.v,) ra P rtat PROPERTY OWNER Rreef Funds PHONE 285_7003 ADDRESS 200 First Avenue West, Seattle, WA ZIP 98119 CONTRACTOR Engi neered Storage Products PHONE 682 -6596 ADDRESS 1033 Sixth Avenue South, Seattle, WA ZIP98134 WA. ST. CONTRACTOR'S LICENSE ENG.INSP142RA EXP. DATE 11 -05 -90 ARCHITECT PHONE ADDRESS ZIP TYPE OF CONSTRUCTION: UBC EDITION (year) 8` SETBACKS: N _ S - E - W - FIRE PROTECTION: OSprinkiers O Detectors ® N/A UTILITY PERMITS REQUIRED?OYes ®N ( publ(cworlul ZONING: BAR /LAND USE CONDITIONSOves ® No CONDITIONS (other than those noted on or attached to permit/plans): i CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING (.0 �� PERMIT NO. DATE ISSUED: S L1- q BUILDING PERMIT (POST WITH INSPLTION CARD AND PLANS IN A CONSPICUOUS LOCATION) FEES C6(oI AMOUNT RC?T N 124.28 DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE ENERGY SURCHARGE OTHER: TOTAL • 4.50 190 128.78 W DATE PtiO.11 (' T Irli O1MA T IOnJ r 555 Strander B1 DESCRIBE WORK TO BE DONE: Remove old racks and replace with new seismic racks. 53,000.00 PROJECT NAME/TENANT ASSESSOR ACCOUNT N PPG, Inc. 022330 - 0010 -03 TYPE OF 0 New Building U Addition U Tenant Improvement (commercial )73 Demolition (building) U Grading/Fill WORK: ® Rack Storage 0 Reroof 0 Remodel (residential) 0 Other ('OI)1 ('Or.i1'1 I/ MMC't USE .4 SQUARE FEET FLOOR 4 TOTAL SQUARE FEET OCC. LOAD I OCC. LOAD CCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET ocC. LOAD_ TOTAL SQUARE FEET TOTAL OCC, LOAD This permit shall become null and void if the work is not commenced whhin 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CERTIFICATE OF OCCUPANCY NO. Nip DATE ISSUED: PERMIT NO. . • CONTACTED `.1 ,�- ! V DATE READY DATE NOTIFIED (1,.....90 BY ,� Q ( ini t .) _.SAC PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING 1 _ I s 3RD NOTIFICATION (init.) PLAN CHECK NUMBER 90— Ng INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be tilled out by Plan Checker) SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. FIRE O OTHEH O PUBLIC WOR e.F; BUILDING - initial review O PLANNING • BUILDING - final review BUILDING PERMIT APPLICATION TRACKING PROJECT NAME ep SITE ADDRESS 5- q0 S18-LfD REVIEW COMPLETED INIT: INIT: INIT: ` ro,nok r I ULTANT: Date FIRE PROTECTION: ( ) Sprinkle FIRE DEPT. LETTER DATED: Al REFERENCE FILE NOS.: MINIMUM SETBACKS: PUBLIC WORKS LETTER DATED: 5 _. s _ U - TYPE OF CONSTRUCTION: INIT: N- C. [ 1 Detectors n NIA INSPECTOR: 52 S- SUITE NO. de Approved - f W- - - : ri`i -•I I 1 UBC EDITION (year): vcvv avuIIILMInai rwu►armu, , unnno V Vr• .w ► soar (206) X133 -1849 DESCRIPTION AMOUNT RCPT M DATE BUILDING PERMIT FEE I' .Q& PLAN CHECK ' NUMBER . D l ni'�'t /cm HON OW; (1t I I I i F 0 0 J COAJP( E 1 F / v PLAN CHECK FEE BUILDING SURCHARGE 4 ENERGY SURCHARGE • OTHER:•••• . . • TOTAL - • IQ'S:754 I SITE ADDRESS SUITE # S _c 5 .et' - �I VALUE O CONSTRUCTION - $ 513 ) occ ) . --- ASSESSOR ACCOUNT # 0 02.=Z-.2 r .. ^-O PROJECT NAME/TENANT .PT ,• TYPE OF • New Building • Addition ❑ Tenant Improvement (commercial) Demolition (building) WORK: RRack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: ( � , 0/1./0 NEL 1 ? . . � i o � C!� J I L.. r c-,--, ' • ► ... _ BUILDING USE (office, warehou , etc.) t NATURE OF BUSINESS: C, \� — ,,_ y WILL THERE BE A CHANGE IN USE? .( No Li Yes IF YES, EXPLAIN: 2 SQUARE FOOTAGE - Building: Tenant Space: is , a.s - v rea of Construction: f )...6 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR H ARDOUS MATERIALS IN E BUILDING? 0 No Yes IF YES, EXPLAIN: J i' Alida-r Jr•Larol- 1 "-^ i?-67...<41.,t . , . PROPERTY OWNER k 1 2 , 6 , F. - F U 0 b s - HON E O - 2 0n . ADDRESS e200 F-; � `, A ■,3 S c�a"l�\-(� Loa, • ZIP C m t 9 'CONTRACTOR S_ PHONE 6, f2 _1 �� 2 ADDRESS Ion. rill A . S , P<tkkP gTIFT ZIP Cf %I J LI WA. ST. CONTRACTOR'S LICENSE* ` N G i p 14 RA EXP. DATE g _s� j,U ARCHITECT PHONE ADDRESS ZIP :. A C�. �' �iIB, E t11' �'«r����:<> �:.>:<.:<.;.:<.::«« .:.,. . >.:::: :: BUILDING OWNER OR AUTHORIZED AGENT SIGNATU - DATE C _c z / -"ef PRINT NAM `` A . , _ r "ES PHONE (o< vc.� � CITY /ZIP r ADDRESS CONTACT PERSON PHONE CITY OF TUKWILA Department of Community Development - Building Division DATE APPLICATION ACCEPTED cto BUILDWG PERMIT APPLICATION FEES (tor staff use only) APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of f:omnwjn+ty nevelopmQnt prior to application submittal. Contact the Permit Coordinator at 433 -1851 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTIOR!3ED "2E T If tis appli;.ant is ob e, than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION EXPIRES 0313171511 COMMERCIAL • .„ Completed building permit 4iaiaiar,ACcatint • NEW COMMERCIAL BUILDINGS/ADDITIONS 0 Completed building permit application (one for each structure 0 Assessor Account Number Two sets (2) of the fciikwing: Specifications Ei . Stuatural calculations stamped by a Washington State licensed • • engineer. :.•; .. :;;; ;:-.- • • ;•:.; ; • ; "s: ; • ; • • • ..-•:),";•;.-•••••: ;: .:.:• • ;;;•-; ; ; Soils report stamped by tWashington State Noertrard.engineor...'-'...• • ... ...Topographical survey ..-•• • • -;":: • ; "" • engineer or ar litiort chijoct s stem ped by WeifilitgiOaitaiii ..... • • • •• • tags!: destsiptIon:: • • '•:••• • • • • •Voaring 'drawing., stamped by a Washington Slate Ucsnd iut$Oleet,which Include:. • ':••• .... . ; . . . ...... . • rai d raw i ngs ; .. • Mechanical drshangs ................................. • :.;COPiPlated. Utility7PerMit sp�cetton Cons for enfrs pro SIX (8) seiscioMi mi . : • • Stele S13MITTAL CHECKIST • :• - '''• ' .. :..•. • , ' - • • tipRol.011EP413.• : ....,..:....,•„,-.....::-:.;:.i.'. ..• ••• ... El 6(tnP•'•••'.4'd:.:.••• i..:Penv;.::..:..1'•:777:ticl..7.••'•C7::•...:::::: '•:•••••••••••••:::::•••:::::•' 1 • •••• .. E, Assessor Accoun •, .....,. " which Include.' .•-';- • '''. • - ' . ...H., t enN COMME ):; E "7: ,..:.':...,........::::::...•.,..,' :.......,....:.:•:::....:,......:,.,:..,:,..,::::......, .A....,.....nt.ounioer •• • 7...::.for...:eachS..trtjctureor, ........i.i..........:... - : Two (2) a .. ii a!"In"?n•FT!14, • - . . ' . . '.. . - . • HI El :gib Pilif si.':',:' '''.::::.''''''''•':••••••:•1::::.:::':•••::::::::::::::'::ii.:::::.:': ..' ..' :,..:........,..:; . Ex; • oil of 0r0.1)60...oerlt171......'s::!:;5::,"•••:'''•..:.: .. . T ,..,‘ ..• :i . , . .... .. ..,.....-,..„:::::::,..:9.,-;.: ' . . n . ... • :•::.' f •-•':. • ' ' s'..: ' , •.; .:•;••••••—tailkil".......—g. pia fl: ..... .. ,,,,a,,,„..1PC...- toollqt,Tildiii. or squ • • : ,, .... . . .....,: : ,•i:use:9!!-7----sions (.0.. 7.... . ......... . . . : la belled :-;:i•..., ,...0v11!*!!•;.. ,.. . , • te na nt ..:.,.„. .p ., .., .: ... .. room 1,, . . : • [:/ ...::'-;:>:-.':::..*':::..:::ianAnt.OPf.""e. existing ogijislo,flir and waft ..... . to be demolished • Floor Or.,,...."A....:."!!!„...............„.„.1.H.,',,iiiii01.....7.,........ , f "e'l!:: ' ... ' ' • . • . ; •;•; ...• C611:!Ncti°4:77altai:•:::1 " 1:'.....•.:.:•:''.::...5L11.7.7bwi-- ::....:i.11H5#t:...::: co :: .- '‘ a' n-:.,::,.j.::11Ge.(2nsesed,).:,.,,,„„ ,..-..::,........didt.h06151. ... 0P! ii:is Wash ington iito bf.777.7.:: . nii.;...;''',:"!::::, • . • . '.. ' s tamp ed .. .;' .• • ..iiiiiituii,twori.:.: :..;..iiiiotip., .‘. .. NOTE ',any al* Ptii 00IT method El Of engineer • 71Y NOTE • • stiootiri..C1_1_1746:1".11771;ski"4 subm sep!uri ‘ : • ....„ . . permit so (oets:for trech:structUre);,,-. ..:: • ;;.... f, bang removed, and Nasri$ive describing LJ material ..... • „ b eing Installed NOTE A �rW1aatAn letter Is r.qukvdpribr to final Inspection and sign- • • ; ••••••••..... .. ... ... . • ''''''••••••••••—•• . „ 'kir' 'each structure) 90*.fat each structure) removed, and . . TO: PROM: DATE: SUBJECT: (10 /T2.MEMO) City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (201) 433.1800 Gary L VanOusen, Mayor MEMORANDUM -Fi )h€ `lmc $, 1ggo C\o&N C.aLJ c� PI�Ci nc.. row x / t i n.00,y - C - r x Na = loos Couas x I I / n par ft h`cbh =_?S l O, a 1 a,` ac = ioo la Lt. acE 0 To it $. i .9 S CITY OF TUKWILA Dept of Community Development - Building Division Phone: (206) 431 -3670 INSPECTIO {r RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PERMIT NO. g 0 77 PROJECT: j0K `4 i.�,_,l _ ` /- `-, fv C SITE ADDRESS: , 4 ) 1 ,5 5� A/,..,,/ DATE CALLED: 2>- -77—e77 TYPE OF INSPECTION: , 7 elf, a.m. DATE WANTED: 3 -12.- f , INSTRUCTIONS: REQUESTER: /14,•), n /-,nr A rh ti o _ SPECIAL PHONE NO.: INSPECTION RESULTS /COMMENT : C) / To / = y << INSPECTOR: �/,G,.- t1 ! IA -4'On IN8 � �' DATE: . 3 . - /2- 'i / CITY OF TUKWILA Dept of Community Development - Building Division Phone: (206) 431 -3670 INSPECTIO {r RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: 1 Pi; 7', ,d 05 f-r, `C2, c PERMIT NO. 7© 7 2 SITE ADDRESS: s 5 R - S /!7!, -,6_, 1 A GJ / DATE CALLED: - 22 - - y/ TYPE OF INSPECTION: .?,(, yc,r� DATE WANTED: 7_,— Zg __ / r 4; REQUESTER: M, / , ? :4,�� SPECIAL INSTRUCTIONS: PHONE NO.: , 5-> c' — 9 c ) INSPECTION RESULTS /COMMENTS: 44 ,L e - - - e ,,, j , � ,INSPECTOR: `t 4 .0., �-(//., DATE: -) _ '2- (::- / Addlakq INSPECTION RECORD CITY OF TUKW1u Dept. of Community Development - Building Division Phone: (206) 431 -3670 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: , P (1 2 - (_, PERMIT NO. (,7d 77 SITE ADDRESS: ,5 c j , C� .., , , 40 ,— /?/e DATE CALLED: 2_ -, / TYPE OF INSPECTION: A74 , ;Gr 7-7,, 7 DATE WANTED: ' ''' SPECIAL INSTRUCTIONS: REQUESTER: ,(,(, kp ,�. /4 ,),,,, , � INSPECTION RESULTS /COMMENTS: Am • . S 5 .'‘.7- A49 (A 4 l (P 41 c — INSPECTOR: 11 //n .0 .y - rn' - ) DATE: 7--/ - -9/ CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 t INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 • 1908 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name / r/' - . ''%r e Address Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarms Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Signature Gary L. VanDusen, Mayor Control No. I Permit No. 4'e 7 Suite # Date FINALAPP.FRM T.F.D. Form F.P. 85 RUPERT ENGINEER'i 'G, INC. 1501 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833.7776 FAX (206) 939-2168 • JOB gooLl 07'7 SHEET NO T" CALCULATED BY CHECKED BY SCALE OF DATE DATE CITY OF TUKWILA 6200 SOUTI!CENTER BOULEVARD, TUKR'!I.A. WASHINGTON 98188 Plan Check 990 -199u PPG, Inc. 555 Strander 81 !'MMUNli II 1206) 433 11 O Gmy l.. l'ur!)usr rr, Mayor THE FOLLOWING COMMENTS APPLY Tq ME PART OF THE APPROVED PLANS UNDER TUICWILA BUILDING PERMIT NUMBER tc475 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Allpermits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. B. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 4. All'construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Code (1989 E dition), and Washington StateRegulations for Barrier FreePacility (1989 Edition). 5. Validity of Permit. The issuance of a permit or approval ofplans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or • cancel the provisions of this code shall be valid. "X" REQUIRED INSPECTIONS PHONE APPROVED INITIALS CORRECTION NOTICE ISSUED 1 Footings 433 -1849 2 Foundation 433-1849 3 Slab and/or Slab Insulation 433 -1849 4 Shear Wall Nailing 433 -1849 5 Roof Sheathing Nailing 433 -1849 6 Masonry Chimney 433 -1849 7 Framing 433 -1849 8 Insulation 433 -1849 9 Suspended Ceiling 433 -1849 10 Wall Board Fastening 433 -1849 X 11 i Wns Special 433 - 1849 12 13 14 FIRE FINAL Insp: 575 -4404 15 PLANNING FINAL 433 -1849 16 PUBLIC WORKS FINAL 433 -0179 X 17 BUILDING FINAL 433-1849 Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 fE ADDRESS: 555 Strander B1 SUITE NO.: BUILDING ( �--�� PERMIT NO. DATE ISSUED: PROJECT: PPG, Inc. OTHER AGENCIES: BUILDLAG PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place) CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSP INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING • Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Battles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING • Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). X 11 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. Plumbing (including gas piping) — King County Health Department -- 296 -4732 Electrical — Washington State Department of Labor and Industries — 872 -6363 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 433 -1849. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. a,$/U •x• ' REQUIRED INSPECTIONS n . — 1 Footings 2 Foundation 3 Slab and/or Slab Insulation 4 Shear Wall Neigng 5 Roof Sheathing Nailing . 6 Masonry Chimney 7 Framing n S Insulation . . 9 Suspended Ceiling 10 Wall Board Fastening k h 1 E1 OLT I SPactAL. 12 = osn cc 1 o 1J r . 13 14 FIRE FINAL Insp: - 1S PLANNING FINAI. 16 PUBLIC WORKS FINAL 17 BUILDING FINAL L. PLAN qty —tcc PROJECT: fet FOLLONINO COMM! APP.( TO ANI ltCONt PAST O► INS APPROVED PUNS NNSU TUINWI% SWUM PCNNlf sumo •. se emotes um bs each to the plans unless approved by the Architect and the Tukwila lulidiag Olvlslea. 122 Fleeting peret% shall be obtained through the King County wealth Oepartae.t and phlebitis will be /aspected by that agency, lael.dls$ all gas piping 1216•47321. Ilea etca1 serslt shall he obtained through the Nashtsgtoa Itato Itvlad a of labor and ledustries and all electrical girt will be 'especial by that agency 1072•3631. O All seehamleal wens shall be ender separate permit through the City of Tetwtla. (rill permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. �Nhen special Inspection Is required either the sneer, architect or engineer shalt notify the tequila Building Division of appointment el the Inspection agencies prier to the first build's, Inspection. Copies •1 all special inspectios reports shall be submittal to the Willing Division Is $ timely manner. Reports shall testate address, project same and pencil soaker of the project beige Inspected. O All structural concrete to be special inspected 1lec. 306 USC1. O All structural welding .0 be dome by 5.5.5.0. airlifted welder and special Inspected Ilee. 306 VIC /. O All ht,A•streagth bottle, to be special &aspectsd Stec. 306, USCI. 10 Asp sev lupins grid aid light Mature installation is required is mot lateral baaclog 'squirmiest, for !.limit sac 3. I1 ►articles walls attached to Mlle, grid mest be laterally braced If over eight (t1 fest is length. 12 Seedily accessible access is roof mounted etelpsest Is required. 1= Sseiseereed tress drawls,. and calculations shall be es site Sad available to the huddle, laspecter for Inepectlos purposes. Ootesests shall bear the seal end sigmetere of a Nashlagtoa State Frsieislssel Inglaper. It day oapseed issetatioas backlog material to hive Flame Spread Oatio, of 23 or tees. and saterle% shall bear idsntificatloa 'Mules the fire perlersaecs rating thereof. 1' labored preparattss tacludlag drateag., eacavatl.a, coapaet door, amd fill regelresests shall'ceafe►e strictly with reco•.endatiess gives Is the soils report prier to fled Isepstt/oh see attached procedute. P. I6 A Oatmeal fres the defies ceetracter verllylag fire retarsaaey of reek will be required prier to float inspection Isee attached precedurel. 4190 cssstructive to be dome Is eeaforeanc0 with approved plans and regelreaeats cf the Vgtferm Swilling Cede 11510 Edlti.af, Valises Alchemical Cede IMO tdltlosl. Nashigatsa State tner,y Cede 11515 td/tlssl', and Nashlagtos Its. Aegslatisos foe larder Free Fstil/ty (lilt UMW. 10 All feed preparatlos establisbmeats must have Slag Ceenty Nealtb 0eparisest aiga•efI ,►Ise I. sewing Of datag asp feed preemie,. Arraagc.ests for Ilea( health Deportees% iaspectlss shield Sc sad by collie, San, Conway Nealth Regarded. 256 -4711• at least three whim, days prior to desire taspeeties date. Oa Mork ramie's, Nestle Oepartaeat approval. It is the contractor's 'impossibility to have a set of plans appPeved by that ageasy om the Job sit.. N Fire retardant treated Need shall have a fleas spread of mot over 25. All .aterlals shall bear Ideattilcatlon abs.lag the fire penfersan0 ratio, thereof. Ouch Ide.tlitcati.s shall be Issued by as approved alsscy bevlsg a service for $aspstties at the factory. 20 Notify the City of Mulls Suildlag Oivlsl.s grist to placing any esscr.te. This procedure is is •deities to asp regetremeots for special impaction. 21 All spray applied fi►eprooftag as required by V.S.C. standard N. 43.6 shall be special IAN/sited. All seed to resale is plated tostr.te shall be treated seed. All Structural oaeesry shall be special impeded per Y.I.C. Settles 10M lel 7. • Goollatldlty of Welt. the Issued of a permit or oppreval e1 plasm, epesificatlens and csopetaties Shall set be centred to be'. pored for , or as approval of, asp violation of amp Si the previslees of this code or of asp otter Grdlnagte• sf the iurlMeftaa. Ne psrelt Irseeslsg td give authority or vlotate sr Plan Review PROJECT ADDRESS DATE R .T(') RAGE W)ttz , CITY OF TUKWIL4 DEPARTMENT OP COMMUNITY DEV4L oP.ti ENT PLANNING DIVISION PLAN CHECK NUMBER 4 (O- 1 cteL OMNI prepared by: , CONSULTING ENGINEERS /CIVIL AND STRUCTURAL May 4, 1990: Engineered Storage Products 1033 Sixth Avenue South Seattle, WA 98134 ATTN: Mr. Don Robinson RE: Seismic Anchoring for Storage Racking for PPG, Seattle, WA (R.E. Job No. 9004 -077) Dear Mr. Robinson: Inspection of the storage racks at the above location revealed two basic geometries and loadings. These situations are identified on the rack layout drawing by others. The rack type A, by inspection, will govern the bolting requirements. Calculations were performed for rack type A based on geometries and loadings from the rack layout drawing. These situations are illustrated,on sheet one of five of the seismic analysis. Under these conditions, the racking will require attachment per sheet four of five of the attached calculations. This method of anchoring will accept a resisting force deemed adequate per the 1988 UBC Standard for seismic loading with respect to overturning. If you have any questions, please contact me. Sincerely, RUPERT ENGINEERING, INC. Jay Bonnett, EIT JRB /mh Attachment 1501 West Valley Highway North/Suite 101 Post Office Box 836 /Auburn, WA 98071 206.833.7776 Fax 206-939-2168 I �4l1t1C (5 .jiIJI.i.) ; '(.r [1Lft RECEIVED CITY OF TUKWILA MAY 0 8 1990 PERMIT CENTER RUPERT ENGINEEI(.01G, INC. 1501 W. Valley Highway N. Ste, 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833.7776 FAX (206) 939.2168. c77 SHEET NO„ ' ,' 4 • OF DATE CHECKED BY DATE SCALE JOB CALCULATED BY ., /1.-6 S J /J /9 • F_Ac_tc-- 'APE A �. ... .. ......... ... . .. .. " • Ise �� .... .... feta, f • .a Trr - ,.. w ' • • V • ` ' H • 4 ••,• •.• • F P ON? VIEW .SID SIDS VIEW r • 12.ACic_ TYPe 0 !so" lcosl ° � . 3'T(P ,., iii- eur • ,...., •---,r a s o • 7 e 4 F ADNT VIEW S SIDE VIEW 9 ,, 1 - 7 -- 0 0 /04c.,..; , I • 1 'T ( RUPERT ENGINEEI(.01G, INC. 1501 W. Valley Highway N. Ste, 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833.7776 FAX (206) 939.2168. c77 SHEET NO„ ' ,' 4 • OF DATE CHECKED BY DATE SCALE JOB CALCULATED BY ., /1.-6 S J /J /9 • 1 beir AGE . C... • • "'" .t. I RUPERT ENGINEERIL, INC. 1501 W. Valley Highway N. Ste. 101 P.O. Box 836 AUOURN, WASHINGTON 98071 (206) 833.7776 FAX (206) 939.2168 COAX WE:M. SLA6 - n-ficx.ivess Pe! z 2-000 A-4-1-00• Sao I /devesr C5 SC : ' te 4 1 /6 4.> V (Toil ki it 1. 1 A Par 0.0r S Or. ...... Lo RI.: .... IA A 'I* I—ma., ter ....,/.77 /6 ) it .? ..... 6.4 F3 . ..... .. ......1.•••• Milt A.II•I•MI )6.• id.. mall mo....11111111 la/ MIA {11■1114111 • — 60.le .7 ' . ; I I eff , I r Li r l'Oor /. /r ) , at , i"" ,MA S. (19. 9 ) ZSo.9 JOS f c l — 077 SHEET NO / OF CALCULATED SY ..),Q 13 DATE s o CHECKED BY DATE SCALE ..... .... ........ .1 z•:•f• 5 .e.17L . RUPERT ENGINEEI(. G, INC. 1501 W. Valley Highway N. Ste. 101 P.O. Box 836 • AUBURN, WASHINGTON 98071 (206) 833.7776 • • • FAX (206) 939.2168 L� f4S�.. '1.06,4_4., . L E Ls . , F x c P eorra -, I I ; /•• , ..�. ,r4 . . • ...... I ,/4C• 7f i i [ ; : ... CA-se. l ' 2_ c__evr -LS f ..........,7/r + l 2.q4,* t II JV1 • 1 f Mw = /.$1 ".n ) , 70 P . 43JLs/i waxy r I /A...11.6101161. I wt wool /.....1!,T /J,' C , w • yA ' w • r Y , Imeti Z.4. .... JOB 00 c1 - 67 SHEET NO OF CALCULATED BY .J013 DATE CHECKED BY DATE SCALE L' c✓d �. C.o.8E0 (07P 4 I. got- ride- 2Gmui4E ,..,............ /.r. , ....,. ,'gip.. .. ✓,a.�_., ... i; 37 c•.. � �. - ......2( WA) , f s.77 I ly- J '7 I t L. - x: ,... :...... Ufe. ..,... ta) ..... ...,O........' .•�?d.Q Cg a,.. f.�b !MeI I .. . .. .. 1.0)jm....•,... ..........�....�1clio �. / , .,'." , .. 9er� ... e / i i i4�..T (.. .�-r, :,� ............. . ( sPea./A _ Ts.* S. ,e.e .. l • ; • •...,q er" ; , ■ • Y... 7 7' f , . •.,)..j .; f .. .. RUPERT ENGINEERING, INC. • 1501 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833.7776 'FAX (206) 939.2168 (d.t,e.. kare. . 1/4 11 r i 1 1 :., ... ....... ..,...... /114x .... ,244.1.1)c.ols-!r ":-:-', 16- 2- z .. Aeesec i !. z ST Cl 4 -,, ,cs't7 t .rsp -- 21 7 r „ ;,. 1 1 1 43 ' 3 !( 7 1 78..).7. s le s: t.- y r 2 •! , i l .. . . ,. ,.. 1:,, ..,....,U, 3 7:,k,,,),7,5 ) - ..7i . ., .1 .11. .2. IA 1 4"1.41 6..0 . t I sAq, 44 Prl..,/ A I ht no..4 = 4:, f ,..b , R. Nitru P.2'. •.-- A 0 . ' (.2 7.r. 0 f)c ritr.) C t' e i4. '--- . 6.9 ; ‚ii I . ' • .•• . ••••• • • . • r • •Z 1 1 : 1 . . 171 . 47 , • ....' !. Vi 4 'Psi 4 FZ.c — ..5;1440 tig-r.s. .fir 4.. E.Z4 .. ! ••• .... • ....... — • .. 4 22.0 rfAtree. s. 1 f /Q.) s 1 .c. = JOB SHEET NO OF CALCULATED BY --__1 DATE S7-7/90 CHECKED BY DATE SCALE es ; " .0 .... . .. .... " t ,Z,.. f ir LI 1-. • • • ... 3. ANC•011 aaMnia wows' ' SWAM/ SMSLI/M&M1 011.(1•.( WOWS ACa1Ew1I COMMIS 1 • MOO - I. • WWI ) • 400 04.0 I. 00 S. • /1/ 40•1 /•w*. $1544( 1f•W0 SI I bwl•• S Imam , Slam MMM Sp. soil *11Nf\A 11p. loop! NM Sp •.•p1 IOWA N rIP. a • MIA 1 lb 0.p w.1n•..1 1141 Nom. WI) Sp 41.14,• *Wawa ><M.M.r• w IN 25% 14% ' 440 4110 • 2 3!0 490 . 34% 520 100 250 stn 1V: 115 NS 440 630 310 530 6151 115 130 1111 121 120 4 14 141 271 970 4011 450 470 • w4) 4041 970 1030 511 970 7V. 34% 545 970 910 1031 110 111 110 970 470 1140 1 170 65$ 470 970 1230 14141 635 734 470 970 3 411 34% 373 970 1430 733 410 1131 761 470 1610 1401 970 Is 1* 1145 44% 17$0 1370 635* 193% 1340 191 1911 1906 410 1411 3 1153 441. 1730 1790 145 193% 14M0 4911 143% 2170 11145 1915 4 *14% 443 17.3.0 $930 • 9141 193% 2220 1110 I42% 2110 1255 192% 11 1V. 1170 5143 2710 3)154) 111431 314511) 2410 13111 1111141 ?1.10 020 3M1141 3Y. 1170 34% 3710 2S40 . 12110 311711 1133 211110 ,1570 1701 2A450 3 1170 1151 2750 '2411 1471 31.111 1144.1 3111111 43111 225% 2140111 4111% 410 4111% 1 ' 3* 1330 71% 711 2440 SWII 34231. 12341 1460 1613 41143 41113 13411 19311 5153(5 1 1'17% 4110 11143 .15751 )IOU 17115 iTm 1••. 13111 6 1310 773 21.0 476 , 11,11 410 4131 217! 410 5310 261S 4 , 1511 71% 2440 42411. 2120 410 S1s0 2M0 4114% 6330 1141 41141 W 4 - - 41110 31120 411M1) 4131 3115% 441% 46 30 33111 4911 5 V4 - ... - 4310 311% 41440 11141 37011 1411 611441 1440 4411 1 - - - 4430 3250 4M111) 471111 ;.390 4413 41411 417() 4410 I 4V1 - - - 4711 2371 600 11151 23411 749% 3420 37111 *370 6 - - - 31160 1930 41IS 7391 .54.11 460 1141 430 10.110 N - - • IC= NO ill 31 14190 4411% 4611 40,011 NO 10.170 (V. 514 - - - 5740 3170 15410 641111 1440 914141 1141,10 4011 11.131 714 - - - 9911 4971 13.310 111.540 %3u 11,310 11,11111 1111 14.350 10 - - - 914315 44111 13.310 11.1111 34.05 11.2140 1 3!1111 1,40% 14,110 1/6 N1wI.G1IC . I ' • Miami 1 1 , • 1484•14 / , • NWS owl • • hasho S14.N hams SM.w 1••..• taw . WAN y ru•5t mow" Sr a.re Shia $ maps *14~34 S. Mi..• WON 11011 Mop.' *4NMA Sr. k•.4. , V. 1% , 2113 14$ ' 32$ ' 110 16$ 390 1110 190 440 4 14 100 210 110 6141 f 03 41441 '7141 351, • 410 Si 29. 720 160 1600 111141 401 1 1040 520 1710 Is 214 390 ' 441 2610 1230 61$ ' 2750 14110 740 27111 1: 31e. 1310 151 2940 1620 610 3160 1950 971 1440 Page 3 of 6 TABLE NO. B-TRUBOLT ALLOWABLE SHEAR AND TENSION VALUES IN POUNDS • a .,• Report No. 2391 /V4t o 77 5MT J' o .I ' Ilia Id..1... J \1111 .M l/Nwk 'avow WW art6.1. IM1•Ik4 w rluww how/ 161 ..Mq'1■W•f Wealth al the 5.1141 1J M•LIIM•YI '71w I•b..tu1J 4.6.41 ate 1e• melrr. iMUadk/ 4 a1is rnss* al 11141111111414 PO Mel • 1141a.AlYaU' /er /0\115'1 et M. /..•k Ml\ 111 IU11► s..1 1.15'1..1 WI.. M N.? • Spa. 1151 MA IJ ft 4's *.'1 •w) lr 'sawed s41111•J..N•111 %..till,. M./ WWI viadaltItt 14.1 /.wauu. p11.s.kd IMI ■•6111 Mt 1/.13114 NI l.iN'IM LOIN YN.•q\.Irw•M 4.1► IM Y'.'4 hoe uYrllwJ..Id %p awl. ad ...lie •..1100 Tr w 1111910 \1115. M1111.I)' 15•1111.Cllr *Ate 161 Mrban M/ M/1.1kd •M6'.(.fiMl M11•ttWY►IA \1l INI . M %.1'IIIM ■1141./ 154 ....k 'NV If a... .1419. Mt 11pI1•.14r .144111 151: 6.Y. At .15\11151/ • w1w yf / w$ ss. w.'t•Y1 •• w$10•0$ at Sr.1YM 10110 Ow milt � • 'l 1 ) I 4.. " l.) _ G 1.. r " 1 v ^`� CONSULTING ENGINEERS /CIVIL AND STRUCTURAL t d . May 4, 1990 Engineered Storage Products 1033 Sixth Avenue South Seattle, WA 98134 ATTN: Mr. Don Robinson RE: Seismic Anchoring for Storage Racking for PPG, Seattle, WA (R.E. Job No. 9004 -077) Dear Mr. Robinson: Inspection of the storage racks at the above location revealed two basic geometries and loadings. These situations are identified on the rack layout drawing by others. The rack type A, by inspection, will govern the bolting requirements. Calculations were performed for rack type A based on geometries - and loadings from the rack layout drawing. These situations are illustrated,on sheet one of five of the seismic analysis. Under these conditions, the racking will require attachment per sheet four of five of the attached calculations. This method of anchoring will accept a resisting force deemed adequate per the 1988 UBC Standard for seismic loading with respect to overturning. If you have any questions, please contact me. Sincerely, RUPERT ENGINEERING, INC. Jay Bonnett, EIT JRB /mh Attachment eft l ' 4 41 •1' . • , ft, ii • � I i L ;v f, 0l ..�. � a � RECEIVED CITY OF TUKWILA MAY 0 8 1990 PERMIT CENTER • 1501 West Valley Highway North /Suite 101 Post Office Box 836/Auburn, WA 98071 206.833.7776 Fax 206.939.2168 . .. . . .... ..... . 1 j I I 1 "4.1. , 1 L.1 i . i 1 i 1 ' ..,..... .,. . .. . • . . , . . • rt . . . • ...... ..... .. .. . ... . . ........... .... . . . . ... ZAeAc__ 'rrePE. A .....N.)1 . . ... .... . ..... . . . . . , . . , , . .... ..... .... ..... .. . I . eta. • 4-3•11f. . . 1 . ..,. ............... , ... . ... .. ......... 6.. ..... ... .. • i o • .... . . . i • . .. . ... . . . .. . • . I I I . . .... .. .. i • ••4/, 0 ... ......._„.. . 4 7% C O N NS'.%.% 7: 0 ........ . . . • 0 I t 1 " al .z. . orib iNi N . N \ ir it r• -4" . .... . , . . I , ..... ..... FP10,11' VIEW ME S VieW . . ..A..1............... ' , • )204r.,AL Type 6 - 1 .. ...... . .. . • , ... . t.ca 'I. . 31/P li-eTff . 4 • . . . . • - . IMMI•1■••■001116 '. . , • .......10 lc. III% I " .. •• e N - ? • • .... .. ° ON" t ... , . AI I •••••01 ......, ---or .• . • . - ... .... ff)Dr•IT VIEW 2 r- — - • . ...... — !:IDE 7 VIEW ... . . .. l I ' e,,feic.. I. 1.0oYair 1 1 . I I 1 [ i 17 RUPERT ENGINEE.i4G, INC. 1501 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833.7776 FAX (206) 939-2168 JOB C - o77 / A SHEET NO CALCULATED BY 46) CHECKED BY OF DATE DATE S . .c • SCALE .. 3 ._ ■ A r .' "'.4 ? . 1 .... . . _, c;p• e4 ' . .04,77 .04. . oretot.re......... .....i......... - .....a'r . .. Srae-A4d: . RAc..c.1.H.C..............tVait.J4c,.7......... I L...aeo■ io c.,;-. ',.a. 774 il..50 I 0.8c., ....... • ,.......... I 1 ; ; i 1 t , ,...),..-e,.2.....L.FeteAttilc,_a_re.e....a.„ I : . ...... ..St_A 6 . ... raf • . • 4 ' 5C.b6H.A.f 4 e... : .... . t/ A RUPERT ENGINEERIL, INC. 1501 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833-7776 FAX (206) 939-2168 • T F7C ( I 1 ) k; (-4-r) 7 CH: S 17 ' y„ L CAs' 4 Lzwet...s. Loastcb . .1 . . 2 / . r , ls = 11/o r /./r (r%1.1L) ..... ..d/C ri " .)4 294 * .... V.40.1e .1 1770 4 • • • • ■•• • /••••1.1.1 adal••■ ....IL Mu/I lattrollm01111 tail •1111.1111AM t . • I (i1.11 7,4 ZS' 1 COL/ 077 CALCULATED SY 8 DATE ,0 CHECKED BY DATE SCALE JOS SHEET NO. .. 1. I 1 t ' . , .. . : ; . "A/o .. ...ffoc-r , d■Accor .s.r. Al C- /0 ol'o 1 .1 fe'...) • / OF 127 r.. • • f 1 ' 111••••• 011111111•11111=1111•11, k RUPERT ENGINEEL G, INC. 1501 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833.7776 • - FAX (206) 939.2168 L-VsE CAC eP e_ :7•79 ,.6 4 1, ...... Mor , rerun asta/Aorasilocamftsion fit OW NM HUMS 141•1J14 ni k I t ''' ..../...•/r( I.,7i., ki • /St • 7.-r ! ; ... I ■ . ) — • ,: • 1 I 11P 2-. L—Cvti-s 0 fi '.,.. ..,.$71 / ' , 140fif 0 ! • ' 1 .. ..... F7- 7 2- geo , • I ! ; • i 1 • ' YA Dr er- /ir ( f,es ) .......:14‘4.........7....: . ../ I . r sc. ' i ,..., 4 . ft. /•5 1.//.12" ) ---- , .r i 1 1 „ 4, • a- iil.c.e• . , .'.rr 7,a , caqt-ii , • fr .6)1- ,• ? r L ; 1 ; • • „got. rid& ..r.az91.4/4P,E. e•q_cs • • 1/4. JOB C - 677 SHEET NO 2- OF CALCULATED ST •412-6 DATE CHECKED IIY DATE SCALE Lei..' C•C;A• fEr> ( ! • art.!, 77. .... m.. .......... .... . 4 : . I . • :I.A.c.,44#0. I ' 2 -( 1 1.13 ) ore (a) . to TiNtsocr leo.m " I I I 1 ...:1 . ... k do■agdZ I c41, SA ae 1 I /X • . ... (.. ' 0.74 , 7 • 1 , 6 s rrntrowal I I .. 1 ... I % 1. . ........ 44 , 4 . ••••I.. ...v. • / I • " 42•V : .-+'-4 72 l • RUPERT ENGINEEFc1G, INC. 1501 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833-7776 FAX (206) 939.2168 I i i . i 1 I : I , .../. 1 .m-e le-A-TE. . ii0,444cy 3,' 1- ,, 1 i 1. ............ ........./fiA, /Aaca,t/Coot -- 1 r . • . $ . . .... . i 1 fC, ,„. , 2.. 1../rCe , , I "1 ..... ' 4e0.4)1 ---. : cs 2,„ 7 75 ) 1 21 7 8:1‘ 7„78, 1 ,7. 1r ...,..... P ' - I - 21-1 C = Vc, r 1. I I 1 1 I . ..... . SLAV. 4rLyilS C)04.4.4440. .,R;Kic.ro az, ( Z.71 .r r tY ri $1.. .4 A. ..er G.. Ar IQ L! - • ,5,1...A4 /XS • fir IL- 4 .73..Cioftree. (et /2.;77X, = /4. (,).3:30X 76 /ea- ) 1 1,4 -S • 4 - C. W‘ • if; ./4 Pr. . /41r etre Or JOB • T n. ! c., 30, , 1- gi ff; • Al ... PA J.3 , 3 , ...... - 1-1 r If SHEET NO ,..? OF CALCULATED BY •• ii" DATE CHECKED BY DATE SCALE • 10IC- - a 77 II 841 / • zY AMC11011 04AMr1111 1 • ' N1NNIUM 11•LU•14V 14•40 -4) ST001 AGO4LGAI! Mann( I , • 1001 p.1 1, • 1000, ) 1, • : 4000 I' • 6400p.1 1444144 F 1.4.94{ S4wr 1.4•00 M.M 140004 . 4114 M. ••■• 0 SP ■.p.• 9411 M N4 0 I.MII.M $p Y..p. 114 S► 4•410 •.•.m Sy. 1..µ• MM4 $11 m4 rIM44r 110 . V. 1W 21$ 10 440 4110 244 520 4101 245 520 501 2,50 $20 IV 2115 - lu 440 x20 110 520 630 11$ $ 20 651 321 120 14 I1 54% 17S 970 901 450 970 . 4170 444 470 1034 311 471 2V. 141 275 970 11110 5I$ 470 1144 $10 470 1250 621 970 . 3 S4S 27$ 970 11110 540 470 1110 ASS 470 1411 730 '070 4141 541 275 470 1410 73$ 470 15311 701 470 4.10 M11$ 9711 to 2V. MS 445 1750 1210 A15' 1921 1140 79$ 1925 ivilli 4.10 1931 3 40 415, 17$0 1790 141 1921 14441 4411 142S 217(1 1110 1921 4 40 445 1750 1420 1925 2220 1110 1924 2510 12$1 1425 ►� 2% 1170 141 2750 7140 1040 34410 2414 00i 300111 31.10 1330 31001 3% 1170 S$$ 2710 2560. 1240 2/40(1 11174 11.1$ 7404 .1110 171% 21i4111 1 1114 115 27$0 •2951 1474 7M4 5_ 3).31 14111 31111 45411 2251 20101 V. 1w 15,50 771 2440 2420 1.441 161! 4105 41 MS 12401 14141 401 $975 410 ,11111 1741 41111 410! 4.•. 15144 775 29411 3210 4111$ 41.9.0 2.130 A 1150 71■ 2940 .4471, 171 4101 43141 3171 4185 !31(1 20 11 4111$ 4 , 1151 715 2940 42411. !IN 4111 1 240 21140 4145 0211 1 3111 ' 1 L214 4110. 4451 44.10 14 4 -- - -. 4410 7130 3115 414041 11 441 4.111 3111$ $49 !7 44 441! 4630 v. $v. - - .. -. - 4210 4911 •/400 14411 7 -- - ..- 4471 2:111 3;71 44411 1.20 671111 1144 4411 41411 i 44711 • 1420 4450 0170 1 441 - - • . 4754) 51411 1 2140 7495 1 5111 1. 11 - - - 5464 2411 913$ 72411 .4645 900 1434 NM 10.170 plum 11.1 MI .+ - - 61.10 40.5 411% *1190 4641 4651 10,0541 - 511 21 IV. 514.• 7 v. - - -- 5740 7870 4445 64411 1440 4014 44110 4015 - -- - 901 447$ 13.310 1 1 7MI 11.240 11.11111 15111 14.111 10 - - - 41341 4414 12.210 11.1111 50111 11.24U 12.9101 449.5 14.150 4000M1GNI COMCN[10 S , • NNp1 I I , • 34101100 1, • 40000 • 1.4.1114 OMOr loftiest 1.611.. 141.51 440 94114 11 0 16 •. 0 MIURA SP. M. i YAM 141 M.► WN4� I11M.p• $8.11 Wab Sp Mq. WNf...', lip. p.. 190 . V. $14 . US 145 ' 32$ 310 165 490 110 k 116 $00 250 R10 610 101 440 '710 35$, ' 410 V1 2V6 720 140 1600 MAR 440 1 1110 520 17511 h 214. 940 ' 431 2610 1230 61S ' 2750 1410 740 2750 1. 1144 $310 ASS 3940 IA.O *10 3560 1910 475 3940 r / . Page 3o1G TABLE NO.11- TRUBOLT ALLOWABLE SHEAR AND TENSION VALUES IN POUNDS I C Report No. 2391 Woci- a 7 £Mr,r"of r J0-4 S J' 1 11', b1.11.1tJ Wry bad Ir.4k 1111• Mfkr a. 1*.N► j..1. 1k4se Isol114b. M1 1111 1144)140•14 01044404 .001)0)0)/ ulear lkrlfloeu.w..I,a.LILtkw) 11 1. 4 101l. uJ *Atilt or I t lo' AtM { MMlalk /1411.IIN1m memo .MaANIN.w* U /t+w►WHIow 111110.1.611.id11yt'IIM %11..i.r1.1 tap r4•IM.•• RN) t• IIJIIII441 ,s'J16r',MI 1).41116 IN.1 Wtha■/wlM{ fire 1.1114.. r1IrM1r111*1 1.k.1 11I 103..113 41) f I 151 L,.e•l 0•01,44•10 M.. he r.6J I.. IMr/M..J.i.f quf1411 iMI .'.I /r .1611t■► 0 11', M ,1511'1 Me nay .(•IiseMk %Ills Al when we 14M.1101 %i1M 1pi'I M{1MCWM IN 011004 M 56.14114 510 ..l OW 1144 ° 11', V 111114,6 ..IM. i.e 0)ry4o.111 ohs* 051 all'MIM t 114 MWIki %001055 .110041 wpm** r. kr 4* is ie.1.M 1{11.14 Ow .016 PROPERTY OWNER Rreef Funds PHONE -7003 ADDRESS 200 First Avenue West, Seattle, WA ZIP 98119 CONTRACTOR Engineered Storage Products PHONE -6596 ADDRESS 1033 Sixth Avenue South, Seattle, WA ZIP 98134 WA. ST. CONTRACTOR'S LICENSE # ENGINSP142RA EXP. DATE 11 -05 -90 ARCHITECT PHONE ADDRESS • ZIP DESCRIPTION AMOUNT `RCPT • DATE ' BUILDING PERMIT FEE 124.28 , ( thr o blic Wor Puld €. h ' COMPANY :� � f o-(-9 O PLAN CHECK FEE SQUARE OCC. •.-. SQUARE BUILDING SURCHARGE 4.50 , OCC. • a SQUARE OCC. ! ! ENERGY SURCHARGE TOTAL •_, C • ! ;44 244 YZa - ;y� OTHER: , TOTAL • r 128.78 v ■/ USE •4 / / COOE COMPLIANCE / . / / ( thr o blic Wor Puld €. h ' COMPANY :� � FizoR SQUARE ; .1 OCC. 0.... • SQUARE OCC. •.-. SQUARE OCC. •-' SQUARE OCC. • a SQUARE OCC. ! ! TOTAL _ ... a TOTAL •_, C • ! ;44 244 YZa - ;y� • • TOTAL TYPE OF CONSTRUCTION: UBC EDITION (year) 8q SETBACKS: N - $_ E - W — I hereby • = rtif ha I h. ve re • . and ex fined this permit and know the same to be true and correct. All provisions of law a d o • nance • • v. ing this work will be complied with, whether specified herein or not. The granting of this pe it • • =s not • = = 4 to give authority to violate or cancel the provisions of any other state or local laws regulati • co -tru io performance or work. I am authorized to sign for and obtain this building permit. FIRE PROTECTION' Sprinklers Q Detectors go N/A UTILITY PERMITS REQUIRED �Q Y es ® o ( thr o blic Wor Puld €. h ' COMPANY :� � ZONING: BAR /LAND USE CONDITIONSQYes 00 No PRINT NAME. S CONDITIONS (other than those noted on or attached to permit/plans): n APNHOVED FOR ISSUANCE BY: ; .- • ! () BUILDING v L OFFICIAL DATE: 6- -))/- I hereby • = rtif ha I h. ve re • . and ex fined this permit and know the same to be true and correct. All provisions of law a d o • nance • • v. ing this work will be complied with, whether specified herein or not. The granting of this pe it • • =s not • = = 4 to give authority to violate or cancel the provisions of any other state or local laws regulati • co -tru io performance or work. I am authorized to sign for and obtain this building permit. I SIGNATUR ' ,, . €. h ' COMPANY :� � • ,:c � � e7 u PRINT NAME. S , , ,�. � , w � CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. (D M DATE ISSUED: PROJECT INFORMATIOr S 5 "Ot ~ qO 555 Strander B1 CiVILVI U rCr 11111 9 (POST WITH INSP . ,'ION CARD AND PLANS IN A CONSPICUOUS LOCATION) FEES U I VAL 0 U • • 53,000.00 PROJECT NAME /TENANT PPG, Inc. ASSESSOR ACCOUNT # 022330 - 0010 -03 TYPE OF U New Building U Addition U Tenant Improvement (commercial) U Demolition (building) Li Grading/Fill WORK: (30 Rack Storage 0 Reroof Q Remodeljesidential) 0 Other: DESCRIBE WORK TO BE DONE: Remove old racks and replace with new seismic racks. This permit' shall become null and void if the work is not commenced w3 thin 180 days lrbht the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. ERTIFICATE OF 1 DATE ISSUED: OCCUPANCY NO. 0 0 EXISTING OFFICE: AREA FX11 r X a 10eAts I5! "VV t- 1clg.._p 33 -0" BAKS fg 15 ' , t �" rLAt -i V I Ev'1 { { 5 1 -D . , PUTLifie ,h .. q_v►h i I— 0 1 1 0 Is1 NOTE: If the microfilmed document is less clear than this BV- o' I understan le Plan Cher ' appro"' ^Is are ; bject to ror and c -s+or and approva: of v; of any 'plans doe ' no auth adopted o• - or cnr� Receipt Of con tractor's .opS Q d' �o� acknov'vledgcd. By mow: Date . Permit No. pr w FILE COPY APPRQ V DRAWN BY 0 Ffye., REVISED l 114901 VOtN M (II ICI III1III1{I I�III�I �IJ1�I �{ 0 16THS 1 2 3 4 5 6 7 8 ( 10 11 w � 12 9 ,oEIN 0ERM/J17 CITY OF TUKWILA TABLE OF CONTENTS APPROVED MAY 1 59 1) DRAWING NO. 3o - I Ufa STORAGE RACK LAYOUT 2) DRAVVING N©. 6 10 - i SSA STORAGE RACK DETAIL MATERIAL SPECIFICATIONS STORAGE RACK ELEVATIONS INC. MATERIAL HANDLING ENCINEERINU'' SCALE V V b . DATE 3/2.8/ q D DESCRIPTION lir MAR 2 6 1990 14160-4 Live Oak Avenue Baldwin Parts, Cafifomia 91706 TEL. (818)962-1162 FAX: (818)962 -1279 TRACTORS LICENSE NO. 432725 ADDRESS P P. O 555 eSTFIANDLEPI BLVD. SEATTLE , WA 6 1$100 BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 0 8 1999 PERMIT CENTER , f DRAWING NUMBER 4/0 - 1s& T T> J , %T IL ' Ty C > /j V 1 VI i TYP GA ri C7 TO C ✓�Jrvih (Oh EL1 -i ;.. INC MATERIAL HANDLING ENGINEERING APPROVF fR . DRAWN BY D Et1C7 REVISED DATE 3/ ; c o MAR 2 6 1990 14160- H live Oak Avenue Baldwin Path California 91706 TEL (818 }962- 1162 FAX (818) 962 =1279 CONTRACTORS UCENSENO 432725 () BEAM •y� Z t 10K. 9 %; hiocEs 6■EE PATE TY �' "T VP. 2 PI i y? PIA&Ot , L HO tZ' IZOri Tel_ i re GENERAL CO,NFI RATION (I'iTirRLO�`iN CTEp SH0v.)N 150'( <z) FPI DNT VtSW SIDE VIEW Il L 34T-oP 0 TYPiGAL 3 " I fEe'D PER. 13ASE PLATE AriGHO'2. I C Bo 4 2.154 r IIIIIIIIIIIIIILIIIIIIIIIIII 'I'IIIIIIIIIIIIII LI IIIII►IIIIIIIII�IIII IIII IIIIIII II II II II ILII IIJIIIJIIIII IIIIIIII I�III�IIIIIIIIJ I IIIIIIII,IIIIII IIIIIIIII . IIIIIIIIIIIilllilI'' i l`II IIIIIII 0 16 THS N.:.N 1 2 3 I 4 I I • I 5 6 7 8 9 • } 10 11 mADEINGERium 12 NOTE: If the microfilmed document is less clear than this • nntii -n 4 t i. A..,. i - -a _t A---- SAFE LOCK-) NOTES 7 -&A. RNET VIEW ` P3 t T(P/CA� SEAM TO cos CONNEGTtON (50`( FF PONT 'ViEt\J 3T0Pipva F Le: VP'sT1O 3'j -(P (oc I CONCRETE 5 " THICK X 2 P.5 I 2. SOIL BEARING PRESSURE - I000P.S.F 3. ASTM A570, S1EEL FOR SHAPE Fy- 50,000 4. ALL BOLTS A307 (UNLESS NOTED) 5. ANCHORS. HILTI KWIK BOLTS OR EG T 6 LOS 'ANGELES CITY APPROVED FABRICATOR LIC. s 777, P.S I SIDg: ` tW CITY OF TUKWILA APPROVED MAY 1$ 1990 BUILDING DIVI ION RECEIVED CITY OF TUKWILA MAY Q 8 1990 PERMIT CENTER 1 t. 9