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HomeMy WebLinkAboutPermit 2410 - Aptex - ReroofCN -82 -300 BUILDING PERMIT PERMIT CITY OF TUKWILA NUMBER P-1-11D 6200 SOUTHCENTER BOULEVARD TUKWILA, WASHINGTON 98188 DATE OF ISSUANCE September 24, 1982 EXPIRES March 24, 1983 JOB ADDRESS 1205 Andover Park West, Tukwila, WA 98188 LEGAL DESCR. LOT NO. BLOCK TRACT < ��( i SEE ATTACHED SHEET O WNER Aptex PHONE ADDRESS. Andover Park West, Tukwila, WA 98188 CONTRACTOR Crow Roofing & Sheet Metal PHONE 525 -5155 ADDRESS 00 Aurora Ave N., Seattle, WA 103 LICENSCR OW -RS M374N0 SST NO. BUILDING USE Warehouse (Aptex). CLASS OF WORK ❑NEW ❑ADDITION ❑REMODEL ❑REPAIR EXOTHER (Specify) Reroof BLDG. AREA 1st FL. 2nd FL. BASEMENT GARAGE DECK MEZZANINE # OF STORES TOTAL S.F. VALUATION WOMB w• 77,000 I CERTIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT, THAT THE APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE MET, AND THAT I AM AN AUTHORIZED AGENT FOR THE PROJECT. O NE/i / AGENT SIGNATURE FEE DISTRIB. BUILDING 240.00 PLAN RVW. DEMOLITION BOND OTHER TOTAL 240.00 COMMENTS: TYPE CONST. OCC. GROUP OCC. LOAD FIRE ZONE USE ZONE AUTO SPRINKLERS REQ. 5N B2 NA 3 CM D YES X(X( NO THESE INSPECTIONS ARE REQUIRED BY LAW 1. Driveway 2. OK to 3. Roof 4. OK to 5. Wall- 6. Structure approach and pour footing sheathing enclose board complete and/ slope and /or and nailing framing nailing or OK to foundation OK OK occupy FOR INSPECTION CALL 433 -1849 BUILDING FFICI ,, CITY OF TUKWILA THIS PERMIT MUST BE POSTED CONSPICUOUSLY ON BUILDING BUILDING PERMIT PERMIT CITY OF TUKWILA NUMBER a-Li 6200 SOUTHCENTER BOULEVARD TUKWILA, WASHINGTON 98188 DATE OF ISSUANCE September 24, 1982 EXPIRES March 24, 1983 JOB ADDRESS 1205 Andover Park West, Tukwila, WA 98183 LEGAL DESCR. LOT NO. BLOCK TRACT , VSEE ATTACHED SHEET OWNER Aptex PHONE ADDRESS Z05 Andover Park West, Tukwila, WA ZIP 98 1tIS CONTRACTOR . Crow Roofing & Sheet Metal PHONE' 525 -5155 ADDRESS • 9500 Aurora Ave N., Seattle, WA ZIP 98103 LICENSE NO, CR -0W -RS M374N0 SST NO, BUILDING USE Warehouse ( Aptex) CLASS OF WORK ❑NEW 0 ADDITION ❑REMODEL 0 REPAIR C;,+.OTHER (Specify) Reroof BLDG. AREA 1st FL. 2nd FL. BASEMENT GARAGE DECK MEZZANINE # OF STORES TOTAL S.F. VALUATION j7..0t n I CERTIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT, THAT THE APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE MET, AND THAT I AM AN AUTHORIZED AGENT FOR THE PROJECT. ,I •'f; A„,;?, :y1 ) • .f . /1/.i+ A-2.:j OWNER / AGENT SIGNATURE i FEE DISTRIB. BUILDING 24.n( PLAN RVW, DEMOLITION BOND OTHER TOTAL ��rU '' ,U0 COMMENTS: TYPE CONST. OCC, GROUP OCC. LOAD FIRE ZONE USE ZONE AUTO SPRINKLERS REQ, 5N B2 NA 3 CM DYES X p NO THESE INSPECTIONS ARE REQUIRED BY LAW 1. Driveway approach and slope 2. OK to pour footing and /or foundation 3. Roof sheathing and nailing OK 4. OK to enclose framing 5. Wall- board nailing OK 6. Structure complete and/ or OK to occupy j/ , a..9 FOR INSPE TION CALL 433 -1849 BUILDING, FFICIAC, CITY OF TUKWILA THIS PERMIT MUST BE POSTED CONSPICUOUSLY ON BUILDING .Ut;SCRIPIION:' ''.That portion of the: Northwest. 1/4 of the I3ortha st 1,/4 'ofgS;lict'icin 35,' Township 23 North, Range 4 East,. W,M. , iq King County.', Washington, described as follows: Beginning at the Northeast corner of the Northwest 1/4 of the Northwewt 1/4 of said Se'.ttion 35; • Thence Saut•A 01, 51' .19" West along' the Eat line of .the Northwest )/4 of. said.Northc.uest 1/4 a •listance of 701.24. feet; Thence' North 87' 5 t' 02" West a' i•lstance of 30 fuet to the Neat margin of Andover Park West and the true point Of bcginaiug; . Thence ;,+outh 01' 51' . 39" a1'ng s.tid mariiin a distance .of 272:5 feat. ',hence Notth 87' 5.5' de'West a distance of 270' feet; ' i'heait..e North 01° 51" 39" . i:.est a distance of 272, 5 fret; Tf•.'nv :e. South 237" 55' 02" Ea:at a +ii•st cns:e' cif 270 feet.. to Cite trtt. point. of beginning. Together with an aen- cxrtuei ive ear;en,e:nt over scrip ui land 47 .rcet in width adjacent to and Northerly of the North lime of thu.'abeve— described parcel., Situate in the City of Tukwila, `,tui;nty ~of Kin , • State of WAsttin ,ton HARVEY R. DODD & ASSOCIATES, Inc. CONSULTING ENGINEERS 2000 FAIRVIEW AVENUE EAST P.O. BOX 20038 SEATTLE, WASHINGTON 98102 -1038 (206) 328 -1500 September 24, 1982' Mr. Eric Peterson CROW ROOFING & SHEET METAL COMPANY 9500 Aurora Avenue North Seattle, Washington 98103 Subject: Re- Roofing of Aptex, Inc. Building 1205 Andover Park West Tukwila, Washington Dear Mr. Peterson: ASSOCIATES E. FRANK HOFMEISTER, P.E. ARNOLD L. LORVICK, P.E. BRIAN J, DODD, P.E. JOSEPH M. BOZICH, P.E. Pursuant to your request, we have reviewed the load capacity of the roof structure of the subject warehouse relative to the added load that would result from the installation of a new 24" thick layer of polyurethane insulation and a new three ply built up roof over the existing roofing material. Our review was based on an analysis of the roof structure for the original structure as shown on drawings prepared by Manson Bennett, Architect for the construction of the building in 1971. The configuration of the building is rectangular with exterior dimensions of 240' -0 "x167' -6" with the long dimension oriented on the north -south axis. Exterior walls of the structure are tilt -up concrete and the roof structural system is wood and consists of Berkley Panels, sawn wood purlins and glued laminated (glu -lam) beams. The Berkley Panels consist of 5/8" thick plywood over 2x4 joists spaced at 24" center to center that span 8' -0" between 4x16 sawn purlins that are supported on the glu -lam beams which are spaced at 24' -0" center to center in the north -south direction. The glu -lam beams are in a link span configuration with end spans of 33' -6" and two 50' -0" interior spans. Our review analysis was based on the assumption of a total dead load of 11 lbs. /sq.ft. and a live load of 25 lbs. /sq.ft. The dead load is the actual weight of the existing roof system, including roofing, sprinklers and lights and an additional load of 2.6 lbs. /sq.ft. for the new roofing and insulation. The analysis indicates that the components of the roof system will support the added load within the allowable stress levels as specified in the 1979 . Uniform Building Code. We are enclosing two copies of our calculations and 2 prints of the original roof framing plan for your file and for submittal to the Tukwila Building Department. Mr. Eric Peterson Crow Roofing &.Sheet Metal Company Re- Roofing of Aptex, Inc. Building Page Two Please call if you have any questions.' Very truly • yours, HARVEY R. DODD & ASSOCIATES, .INC. w. — • COMPUTATION SHEET HARVEY R. DODD & ASSOC., Inc. CONSULTING ENGINEERS 2000 FAIRVIEW AVENIE EAST PO. BOX 20038 SEATRE, WA 98102 (206) 328.1500 JOB NO SZ•Zs�" DATE �j 3%Sz JOB NAME COMP. BY CONTENTS SHEET 1 OF S A p-T6. ttV,e i? . HO VSC-: Ito A Nc vc�c- ;''i:- (A) St w+ G �T'd- J CHK. BY .D 1-oo te- rz .a r, w.o c,, It G5 /Out L Si kz7 M gKtc,e5 =o 7-K 4 e,"1-4" Irv) 45/g" t'"c_twG - Tin 1#3 't' 17-0017 7c.4 txt t4 v -- C. C.ao c,. 6 LoAos f `t t-1»J T2 DD r I C`tiV 045vt_ EX 1ST (t.v' -Aral( E'x s7 t WSc.)LA sd S 1=7"-y r►a en. Ath ( A L L) r‘ "Vel PUY we) en L1(4 . 24 - .5 t Ibi . J USA L-- L.a/a° 7-0 • -74.0 ■4 1L) S. P A t4 P - s , S a 11 1 .1 1 - 1 .I -v 7.44.11;2•. x- I S Giv bv `Zq. Uise-. 4`i 5-0 x Ot .x L tS = LO 01 sG Sea 'aetLErl.t 71. C g(i +2,5) # 1ST s' 2.4 - V; r 6, l9Sc Z', S' u 44, • '1 Z ! b 4- 1, C" 5-5- l b- 1 *-4xu Qd zqI D,v h10.1 ,aktt• Z. • s. x 'Z 9 I .,z .3407 t to. v"•- s .4 I ' , s C. 53,3i S 7.60.0( 6770�S.c. I3S,G� ,2.1 I r Zd .01 • IC. • Jr- A COMPUTATION SHEET rffi HARVEY R. DODD & ASSOC., Inc. CONSULTING ENGINEERS 2000 FAIRVIEW AVENUE EAST P.O. BOX 20038 SEATTLE, WA 98102 (200 328.1500 JOB NO. 62--2s5- DATE °L I Z JOB NAME A t TE0( Vq42,28'1,40asteS COMP. BY 0 w..t- I j°-""-•1 CHIC. BY b 4 CONTENTS U ►2..4. 1'''+ s r .L. 1 f-2. SHEET OF 4x it, 'to= N o . 1 TReYL -iC vfit c.. rb )s-av Kt.t4" e-• Fv * `r5 K t.15 -- 10°1 S u 5 5. T G L . 'fi31`�•S. UScE 1 c T3-t L3/4( 1Pp -tz) r 24 F 1 G b t-h 3 A fit, ? 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'..iOd '� a " CMG 4? oraRe�P (,'Y+�YG/00..�'AVCL..cows • 4 ROOF F!f':Alii/ /lVG PLAN tick. ri ■ •1 J 24.0 91 etee ARC ll..OW<.5 . .FL/.0 7 .gpoA- oer./S ecav47r 9.V6 C5) 24.0 74/666 G rq . , ti ;BR2 //54 New ca�rY 4d 4,L ) . (bile* Att N. inos ROBE, LP•fd i/G1V0 es-0 (Bl _ I.. . 24.0 • 04 .0 s4.0 /194 I f �k//54 71M IT1L '(IiIL i1C (stitvra. rr ,14 F fFtakL ruetrs a••4. 0' 41.o04. ..` C) • NO' C4,4 Fp� OR CANnt.eve.• (TYR). C) // • 4r /L ea- at. Q-p iT 4.i, c5' 0 AX;) C.a NG =R' FOC ..NO$ CO C4NTIL VE (rrr) ccu•(4Aq COL. CELOW Tr"! 6, 64 ~r rrP/A 1. 4,x. g8.. LTM1+'t :'0 DECK/N6. 6744 GEE as 3upW.v. 8 FOR• NAILING. NO C4 4400:4 ••+ AC.‘ C4 Ain't./cave- (rye.)" a R4- ro 4.'c 6 .9 -0 _ Pf. r, l f - N. .. . ROOF FRAM//VG •PLA/V • ' _. 2,I •o %O .vvre, titre AKCH. DWG.S. FOR TOM C. •cOfir clirx eLz 4r'lJAd6, is DECEIVED SD gx aft wer"I" Mc catiu: DEVETLOPME'IJT coIZP.., • /154 Ld$A G/.$ •.$ r442c.C. ee 4194 PL•! c4N,OY . Dt'fd/Lb � 4KLl /184 NC t cdMDtR .. . 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PLAN jp Roos- D/AI LJRAGM`' 'VAIL/A.1G -el. rCd.. `,','C -C STAC.idRGO.('Y" o..Lr.•P.IaLI :BOLlNL?A•Q',BS ! . ■C.1 (67 ...a•C■ rwi,C: rLYWOOO °AVe . ZOGE$ rl-^t1 G IL.C4 (.41„.L IJJTERMEC 4TE RRAM/AJ . ML'NE8,RS • • nanuw 111.04 00 0 MMnn Pei O/ W WMtp FO 4'OTL =? OBE. ARC LL.OW49..' FOC' T4Y' O/ crag • CLCVATI 04/15 N.•WM ►•n p•.vlb• • A A A aI ,1• „1. .1.w. in Inc -Strait ' MANSON E I tNt 9411 /MONTH __... %._ ......... e4'� 1 ruecs ..4. 4. G (.F.1 //s4 oat I Mee f1stN. /.Iwo F04 z... -saw -i . LJ 4r(o~•/) _ 14.0 1154 Z4. D 1 24.0 1ne4 FE i GINT %LCGA. (?Y/') r =r1 n ,J U 1 a a Q U a 0 4.16 E1 C (y ®•o a./c,.6)ev i 4 ±I4. 61e-o -, a-0 1vets 6.4.* 40 4.0 ate. eta • r U84 MR. 0.4 MOrY Of 7' A49) 0 • .�o • 1d7 CANCER ••• fCR ANDS na . _..- C.INT/LGVE•C ('Yr) . /o tI.10 a4014wr G27L, Oetow TYPT 244 49 24'01. TY•/G.L • - • go..... o14,000 OCGK/Nc, STAGGER 45 bl.owN• ea 9CN001.14G FOI!' NA / LING. 7 I" • h 0 - n4 Co c41 waive FC/C ENDS OG C.4Nri.srvit (T7r) :. • 24 -0 84-9. -, .. Z /•O . 1 . Z� O. _ Z'O'O. } 2/-0 ROOF FC'.4/M IAJG PLAN jTl -IO MFRS . 0 • ^ prat V' tir .a10n110 warm V.MTOM O 114N111IT MOT OS WASIONI 1T«44M 1•p .•vnww10 • OEB. ARCH. OW46. ,Aar. 7D(' DI' 4170 'GQCK• CLG vA77 C7N6 • M• RECE1VEp wig wt. Mr S1rn� oc,. a1 .IMlI j Mc CAkiki DEVELOPMEKJT COK'? We- Z4.0 .•.- i.N.R oeO S9.•!111) MANSON BENNETT. ' AIA . ARCHITECT TNl 1411 ' /MIRTH *1,.111■[ 11UIIOINO 1[.Rli, M.SININOT011 411101 5-3 Control, Number • APPLICATION FOR PERMIT BUILDING DEPARTMENT CITY of TUKWILA 6200 SOUTHCENTF.R BOULEVARD TUKWILA, WASHINGTON 98188 433.1849 DATE _ 'PERMIT NO. WHEN VALIDATED I EXPIRES JOB ADDRESS / a2 rJ a /04 LEGAL DESCR. LOT NO. BLOCK TRACT SEE ATTACHED SHEET OWNER Z- I PHONE ] ADDRESS r"- ' ZIP f CONTRACTOR , ' D 0 7�- ,,,,,,,, PHONE �C s S - s S ADDRESS ZIP 9 g / d 3. 9 (.4---- U A� _`Z, , RETURNED LICENSE NOO, _ /'') \ i J - pc, / / / /// M 3 7 4 ,T\� 6 ` ► " v SST NO. ft/ R/z2.„) L' BUILDING USE I FIRE DEPT. CLASS OF WORK �/ ❑ NEW ❑ ADDITION ❑ REMODEL ❑ REPAIR ia\OTHER (Specify) R £ R 0 U/C BLDG. AREA 1st FL. 2nd FL. BASEMENT GARAGE DECK MEZZANINE # OF STORES TOTAL S.F. VALUATION `_— I I l I I I r---�. I I 77 0D �, Ua% �-9 NAME OF APPLICANT (PLEASE PRINT) C 2 , I , 1 YO a d / / Al a - Sh1L5 Aft � ?. 2- j. �l,- W l (76:2 'L. ADDRESS - = 1-47-7- A/ 4 I PHHONE LS- , 57 6" I CERTIFY THAT THE INFORMATION FURNISHED BY ME IS TRUE AND TUKWILA REQUIREMENTS WILL BE MET. CORRECT AND THAT THE APPLICABLE CITY OF 1 SIGNAT RE OF PPLIC T DO NOT WRITE BELOW THIS LINE TYPE CONST. OCCC. GROUP OCC. LOAD FIRE ZONE USE ZONE AUTO SPRINKLERS REG. I DETECTOR CA/ 8 `3 c/{' ❑ YES (NO J YES INO PLAN RVW. PLANS: SENT RETURNED APPROVED FEE DISTRIB. BUILDING p� Gi a o FIRE DEPT. PLAN RVW. DEMOLITION PLANNING/ SEPA _ BOND OTHER PUBLIC WKS. TOTAL (gG(Orod RECEIPT NO. U .V- % COMMENTS: 'APPROVED FOR ISSUANCE BY: