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HomeMy WebLinkAboutPermit 2527 - Warehouse PropertiesDATE OF ISSUANCE May 20, 1983 EXPIRES November 20, 1983 JOB ADDRESS 1179 -1191 Andover Park West, Tukwila, WA 98188 LEGAL DESCR. LOT NO, 0 BLOCK TRACT 50 SEE ATTACHED SHEET OWNER Warehouse Properties Inc. PHONE 329 -7075 AD 3201 Fairview Ave. East, Seattle, WA - Z i8102 c T oR ofing & Sheet Metal Inc. P H 8 Q1E 55 ii A D g as Aurora N., Seattle, WA Z �8103 LICENSE NO. 223- 02- CR- 10W- RS- M374N0 SST NO. C578 -41731 BUILDING USE Roof (Multi- tenant) CLASS OF WORK ❑NEW 0 ADDITION ❑REMODEL 0 REPAIR likOTHER (Specify) Reroof BLDG. AREA 1st FL. 2nd FL, BASEMENT GARAGE DECK MEZZANINE # OF STORES TOTAL S.F. VALUATION 76,000 76,000 73,000 I CERTIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT, FEE THAT THE APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE DISTRIB. MET, AND T :r I UTHORIZED AGENT FOR THE PROJECT. / BUILDING 352.00 PLAN RVW., DEMOLITION BOND OTHER TOTAL 352.00 .,: 0 - / AGENT SIGNATURE COMMENTS: TYPE CONST. OCC. GROUP OCC. LOAD FIRE ZONE USE ZONE AUTO SPRINKLERS REQ. 5N B2 N/A - -- C -M 0 YES LINO 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 BUILDING PERMIT PERMIT �.� , CITY OF TUKWILA NUMBER 6200 SOUTHCENTER BOULEVARD TUKWILA, WASHINGTON 98188 FOR IN��I CALL 433 -1849 BUILOI F IC L, CITY OF TUKWILA BUILOI FIC L, CITY OF TUKWILA THIS PERMIT MUST BE POSTED CONSPICUOUSLY ON BUILDING LEGAL L LOT NO. B BLOCK T TRACT OWNER P PHONE ADDRESS Z ZIP BUILUINCi Ubt Roof (Multi-tenant) tii 1 CLASS OF WORK ❑NEW DADDITION 0 REMODEL 0 REPAIR OTHER (Specify) roof i? BLDG. 1st FL. . 2nd FL. BASEMENT. GARAGE DECK MEZZANINE # OF STORES TOTAL S.F. . VALUATION AREA 76,00( .. 76,000 73,000 I CERTIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT, FEE BUILDING 352.00 THAT THE APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE DISTRIB. PLAN RVW. - r0E3 MET, AND T AT I AM-AN�AUTHORIZED AGENT FOR THE PROJECT. DEMOLITION '''./.=.4. ,-- BOND , ° � i ,- y.- .._.—....._.,. OTHER OWNER// AGENT SIGNATURE 352.00 1- TOTAL 5$1709 COMMENTS: r TYPE CONST. OCC. GROUP OCC. LOAD FIRE ZONE USE ZONE AUTO SPRINKLERS REQ. 514 B2 N/A __-. C—M 0 YES NJ 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/ � 2/ slope and /or and nailing framing nailing or OK to foundation OK OK occupy /j6) yC. BUDDING PERMIT DATE OF ISSUANCE May 20, 1983 JOB ADDRESS 1179-1191 Andover Park Nest, .Tukwila, WA 98188 PERMIT CITY OF TUKWILA NUMBER . ~/ 6200 SOUTHCENTER BOULEVARD TUKWI LA, WASHINGTON 98188 EXPIRES Nov arber 20, 1983 FOR INSPECTION CALL 433 -1849 BUILDI iltA, OF TUKWILA THIS PERMIT MUST BE POSTED CONSPICUOUSLY ON BUILDING yC. BUDDING PERMIT DATE OF ISSUANCE May 20, 1983 JOB ADDRESS 1179-1191 Andover Park Nest, .Tukwila, WA 98188 PERMIT CITY OF TUKWILA NUMBER . ~/ 6200 SOUTHCENTER BOULEVARD TUKWI LA, WASHINGTON 98188 EXPIRES Nov arber 20, 1983 FOR INSPECTION CALL 433 -1849 BUILDI iltA, OF TUKWILA THIS PERMIT MUST BE POSTED CONSPICUOUSLY ON BUILDING :21,840 s . f . of B and 45,360 s . f . 'of land shown by red outline on "Exhibit B" attached hereto and made a part . hereof. Lessee; its customers, agents, employees, invitees and licensees shall have. the right to use (in common with others) the driveways; lead tracks, .spur tracks, and paved areas shown on "Exhibit B" for ingress and egress.' Lessor and Lessor's •_ - , successors and assigns shall have the right tb use in common.. • with Lessee., land shown yellow on said "Exhibit B' for ingress • and egress and land shown green for railroad purposes; all lying in and being a portion of the northwest quarter of the northeast • quarter of Section 35 , •Township ' 23 North; Range 4 East, •City ' of Tukwila in King County, Washington, described as , follows : That portion of the •Northwest 1/4 of, the Northeast 1/4 of Section • 35, Township 23 North, Range 4 East; W.Ai. . described as follows • Beginning at 'the Northeast corner of said Northwest 1/4 of the Northeast 1/4 of Section '35: • • •• 'thence South 01951'39" West along, the East line of said . Northwest 1/4 of the Northeast. 1/4, a' distance of 168.24 feet; thence North 87°55'02" : West a distance of 30.00 feet to the... West margin of Andover Park West and the true point of beginning; thence South 01 °51'39" West along said West margin a•distance.of '513.00 feet; thence North 87'55'02" West a distance of 270.00 feet; thence North•D1 °51'39" East •a distance of 513.00 feet; thence South 87°55'02" East a distance of 270.00 feet' to the true point of bets' ping: ' • . TOGET: WITH a non- exclusive easement over a strip of land 50 .. feet : \• idth adjacent to and Southerly of the South line of , the . above • - cribed parcel. That pcJ on of the Southwest Quarter of the Southeast Quarter of Section 6, • and the ' Northwest Quarter of the Northeast Quarter of Section 35, all in Township 23 North, Range 4 East, W.M., in the • City of Tukwila, County of King, State of Washington, described as follows: BEGINNING at the Northeast corner of .said Northwest , .Quarter of the Northeast Quarter of Section 35; thence North 137'.44'08" West along the North line of said Northwest Quarter of the Northeast Quarter a distance of 30.00 feet to the West margin - of Andover Part West And the true point of beginning; thence South 01 °51'39" West along said West margin •a distance of 168.34 : feet; thence 87 °55'02" West a distance of 270.00 feet; thence North 01 °51'39" East a distance of 169.19 feet; thence North 01 °47'29" East a distance of 114.81 feet; thence South 87 °55'02 "•East a distance of 270.00' feet to the West margin of Andover Park West; thence South 01°47'29" West along said West margin a 'distance of 115.66 'feet to the true point of beginning. ' SUBJECT TO an easement for railroad purposes over the West 22.50 feet thereof. Situate in the City of Tukwila,. County. of King, State of Washington. • • HARVEY R. DODD & ASSOCIATES, Inc. CONSULTING ENGINEERS 2000 FAIRVIEW AVENUE EAST P.O. BOX 20038 SEATTLE, WASHINGTON 98102 -1038 (206) 328 -1500 May 20, 1983 Mr. James Hayes WAREHOUSE PROPERTIES, INC. 3201 Fairview Avenue East Seattle, Washington 98102 Subject: Re- Roofing of Project Building No. 186 & 214 1141-1191 Andover Park West Tukwila, Washington Dear Mr. Hayes: Pursuant to your request, we have reviewed the load capacity of the roof structure of the subject warehouses relative to the added load that would result from the installation of a new 3 -ply felt and tar built -up roof over the existing roofing material. The portion of the roof which apparently has gravel over the built -up roofing should be removed, and a new 3 -ply built -up roofing installed directly on the roof sheathing. Our review was based on an analysis of the roof structure for the original structure as shown on drawings prepared by Manson Bennett & Associates, Architect for the construction of the building in 1972. The configuration of the buildings is rectangular with exterior dimensions of 130' -0" x 737' -0" with the long dimension oriented on the north -south are tilt -up concrete and the consists of Berkley Panels, axis. Exterior walls of the structures roof structural system is wood and sawn wood purlins and glued laminated ASSOCIATES E. FRANK HOFMEISTER, P.E. ARNOLD L. LORVICK. P.E. BRIAN J. DODD. RE. JOSEPH M. BOZICH, P.E. (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 4x 16 sawn purlins that are supported on the glu -lam beams which are spaced at 24' -6 3/4" center to center in the north -south direction for Building 214, and 24' -0" center to center in the north -south direction for Building 186. The glu -lam beams are in a link span configuration with three equal spans of 43' -4 ". Our review analysis was based on the assumption of a total dead load of II 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 1.5 lbs./sq.ft. for the new roofing. The analysis indicates that the components of the roof system will support the added load within the allowable stress levels as specified in the 1970 Uniform Building Code. We are enclosing two copies of our calculations and two prints of the original roof framing plan for your file and for submittal to the Tukwila Building Department. Please call if you have any questions. Very truly yours, HARVEY R. DODD & ASSOCIATES, INC. By: EFH /kp Enclosure cc: Crow Roofing & Sheet Metal Company Page 2 E. Frank Hofmeister, 1� ANALYsis flyaod 2x Jo(f5 ( `, L. (50o0)) i 9.L, ± Pvrli'r , only Perlin tot Mid• , elec* , wiech. COMPUTATION SHEET HARVEY R. DODD & ASSOC., Inc. CONSULTING ENGINEERS 2000 FAIRJIEW AVENUE EAST PO BOY 2003E SEATILE WA 98102 (206) 328.1503 OF EXI517 iZOOF 37 ROCT(RE : ( I - tom BB.1T uNg P. L. kkW (roar' � (3 PL� 1.5 Ps Exist Roofiny 24 -0 3D $AC'S @ 24L 6 4 = 737' e 421 lz Plan 0 kl�zf� Shouo4 Sldo. #ig6. 5in?iYar 2.0 - 1 -0 P` 6,0 F5F zo P'f 3.o P 5.0 r ye 25.0 Psf JOB NO X 1, 3 / -145 DATE 5 // /e3 SHEET __L__ OF 4 JOB NAME ►�1�U1'�p e. R 7 p. A656)C,• jec 4 214 COMP. BY JP CHK. BY ro CONTENTS kflfrr 5 ,)l-MU✓1 I gPVIeW 24'-to `' = Z4.5!0' (' 21 4 L., TRlacrr, wpm i t iAL. COMPUTATION SHEET HARVEY R. DODD & ASSOC., Inc. N CONSULTING ENGINEERS 20 2000 FAIMICW AVENUE EAST P O 80X 20038 SEATTLE. WA 98102 (206) 328.1500 1� Gheck 2344 Jof 4 e 24' c — 4 11 = 2,01 ,O P 7 = 102.0 pvrli►n u/1 -7 sin = B,©' - 3.5 "- 7'e, " =771' CO2.0(7.7/ -Z24)) Z - 721# Zx4 - 5= 3.5(o" A= 5.6ef 2 C I) b - �� ('z �) 0,54, 0,54, -= /553 ,�Ld V — _ 2.2_1 (3 _ 5 � pp6( 2 (5,97) _ Fnr Poo9/as Fir rtEds 100.1 , snag lau( )re,, = /500 (1.15) = /72_5 p , 9(145) _ 7e ; o15f5 06. are. adevite JOB NO 03 145 DATE 5 -63 SHEET 2 OF 4 JOB NAME WezrJ of Pa:p. A5 coo, - Pr er-_, " #214 COMP. BY JP CHK. BY t # igt IF CONTENTS gt sinr...* rz) ReView z) Check- 4x lU Pvrl ins — � B.o' 11') -- z4.66; - .5G' = 24.0 01 o (c,o + 5,oP'+ 25.0P ' = 2g€3 Say Zc?& S - 2o, es''' Vr ,04 = ,or (2.4;o' - �.z5)) - • 4x 16. - 5 = /45,15" A 5601 T =V 4. = 2o.06 k. Cl40069) ` /76 / '/.45,15 (./0) � .. cti F - 2 (56'. 2 F L Go/15 -: /'/o. l — . 83 Psi /500 p L- (/'15)= 1725 psi Z$ overfr'eSs Say o K .606 l5) = 92 19-5i ok G'eck. j7e .4ee Loos -- __ 22. .5 (,2q) 0449) /cCo (1124.9T _ /, z 0" do ,3) C4 e c G.L. Beams — et) 51vvy' e, c5prn f3ectm — G,L G. 4 y.z.1 -- 5 = 66,3 "3� •� 141.811 L = 6zo% 3 " 4 Ir COMPUTATION SHEET HARVEY R. DODD & ASSOC., Inc. CONSULTING ENGINEERS 2000 FAt(NMEW AVENUE EAST P O BOX 20038 SEATTLE. WA 98102 (206) 328.1500 2Z (0.0')25p'(24.0 43t- — /,00 C/Jz4 c7) e5" 4.7 De-Red-ion Eck ©k cons cr loads p)r'li✓ ' a.s oniforrn load, bµ+. urt ul— 24.54.: r-' + 35 'i = 9z0 /1 24. 33' = )2,113 ;71(24.33'x- 71.73 // 'r+ax — 8 JOB NO 63 4 L DATE X /q-R3 //�� SHEET OF OF 4" JOB NAME Warr_holi e1 R'bpi. /`1��Gc. - {�DJc°GG�" 4 tZi4 COMP. BY Jf CHIC. BY F 186 CONTENTS RZ )F t_n2 u Q ge W v _ ;972C.. 33 — )) ma 2 _1 77,7(3o (lz) 2052 ma c. f _ /47307r(3) / pt 5Z, (/41.8) L 0000. F►^ Gombina. i;i A -- = 24w P51 • 1v = /65 PS (a. 2.1 15 adeeva e. check 1� — 2Z.5 (-92) (210. 33 1 ) 4 +L • /63O0 (5 _ /,6 — "�47 < • RAO 0 J( b� Card le -ver beam -- 64.xz8& — � -,:w►� loadin 10,73 ' 5 = X31. A = JgZ.4 r = 13,02 /,4"4 COMPUTATION SHEET HARVEY R. DODD & ASSOC., Inc. CONSULTING ENGINEERS 2000 FAI(NIEW AVENUE EAST PO 80X 20038 SEATTLE. WA 98102 (206) 328. 15C0 +hh1 150,3 Z .25(.14 71; 15o g3i.5T6Z)ni000 -- z IG� > psc. • zbiz't (3) lao0 /(4:�' JOB NO 83 -145 DATE 5 -l9 -'63 SHEET OF 4- JOB NAME Ware o Prop A5506 -- 13D 4'2/4 ; COMP. BY . kiP CHK. BY V F . Ze CONTENTS it ShveJZJra/ „ YI .W _/ x = 136,1 =21,12- f.: 2400 f5/ l y = /6 p51 6, L. 64x x 2S is ade f -heck a 11 Wiz, , tp49 'y 2Z,5(,64 /800 (i3,0z1,4) -* 4 / 2 4 0 ok DATE 0 / 2.0 / e 3 (PERMIT NO. WHEN VALIDATED EXPIRES JOB ADDRESS /y Z G� /1 i'i %G � 64 L�:� -P'Q* ` // ! �/ LEGAL DESCR. LOT NO. BLOCK TRACT ATTACHED SHEET ��//E OWNER ! //'',�j )l , � P4�27°/E ,kje___ I PHON E3 HO Zc)-- 7c) 7J - ADDRESS (5,20 / Qi 2GC aoc., . ZIP CONTRACTOR eL b 45 ." �� r ' ` ' A PHONE 5 - .z.s " - ADDRESS ') ZIP _ -G / ` 9 560 LICENSE NO 2 23 ,.... 02_ _67,2__ SST NO. C678-q1743/ BUILDING USE TENANT ac 7/ /0,(46) CLASS OF WORK /� y ❑ NEW ❑ ADDITION ❑ REMODEL ❑ REPAIR XOTHER (Specify) 11 C B O 0 / BLDG. AREA 1st FL. 2nd FL. BASEMENT GARAGE DECK MEZZANINE # OF STORES TOTAL S.F. VALUATION 76 BOND OTHER � (p O.D o !, 000 NAME OF APPLICANT (PLEASE PRINT) ADDRESS I PHONE I CERTIFY THAT THE INFORMATION FURNISHED BY R ,41 01,f ND • ' " • CT AND THAT THE APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE MET. /r TURE OF APPLICANT Ctintrol Number APPLICATION FOR PERMIT BUILDING DEPARTMENT CITY of TUKWI LA 6200 SOUTHCENTER BOULEVARD TUKWILA, WASHINGTON 98188 433.1849 DO NOT WRITE BELOW THIS LINE TYPE CONST. OCC. GROUP OCC. LOAD • FIRE ZONE USE ZONE AUTO SPRINKLERS REQ. I DETECTOR . /v // . C j (,4 ❑ YES ■0 D YES a NO PLAN RVW • PLAN S: SENT RETURNED APPROVED FEE DISTRIB. BUILDING FIRE DEPT. PLAN RVW. DEMOLITION PLANNING/ SEPA- BOND OTHER PUBLIC WKS. TOTAL RECEIPT NO. , '17 COMMENTS: APPROVED FOR ISSUANCE BY: Ctintrol Number APPLICATION FOR PERMIT BUILDING DEPARTMENT CITY of TUKWI LA 6200 SOUTHCENTER BOULEVARD TUKWILA, WASHINGTON 98188 433.1849 DO NOT WRITE BELOW THIS LINE manson bennett & associates girder to girder joint joist purlin roof framing plan