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Home My WebLink AboutPermit 2566 - Boeing - Sperry Flight SystemsC1 - {3 -181 BUILDING PERMIT PERMIT CITY OF TUKWILA NUMBER 6200 SOUTHCENTER BOULEVARD TUKWI LA, WASHINGTON 98188 DATE OF ISSUANCE July 15, 1983 EXPIRES January 15, 1984 JOB ADDRESS 6847 So. 180th, Tukwila, WA 98188 LEGAL DESCR. LOT NO. BLOCK TRACT IN SEE ATTACHED SHEET OWNER William E. Boeing PHONE 624 -4494 ADDRESS 1411 4th Avenue, Seattle, WA ZIP 98108 CONTRACTOR Custom Roofing PHONE 762 -0170 ADDRESS 8001 5th Ave. So., Seattle, WA ZIP 98108 LICENSE NO. CU- FT- OR -291M9 SST NO. C578-087-9473 BUILDING USE Office (Sperry Flight Systems) CLASS OF WORK ONEW ❑ADDITION 0 REMODEL 0 REPAIR MOTHER (Specify) Reroof BLDG. AREA 1st FL. 2nd FL. BASEMENT GARAGE DECK MEZZANINE # OF STORES TOTAL S.F. VALUATION 20,000 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. FEE DISTRIB. BUILDING 49,600 283.00 PLAN RVW. DEMOLITION BOND OTHER TOTAL 283.00 COMMENTS: TYPE CONST. OCC. GROUP OCC. LOAD FIRE ZONE USE ZONE AUTO SPRINKLERS REQ. 5N B.2 N/A - -- 11-1 ❑ YES ❑ 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 IN PE TION CALL 433 -1849 BUIL G 0 Fl P'AL, CITY OF TUKWILA THIS PERMIT MUST BE POSTED CONSPICUOUSLY ON BUILDING BUILDING PERMIT PERMIT CITY OF TUKWILA NUMBER (/ 6200 SOUTHCENTER BOULEVARD TUKWILA, WASHINGTON 98188 DATE OF ISSUANCE July 15, 1983 EXPIRES Januar:j 15, 19 J4 JOB ADDRESS .6647 So. 1O0t.I't, Tukwila, WA 90186 LEGAL DESCR. LOT NO. BLOCK TRACT 0 SEE ATTACHED SHEET . OWNER •Niiliam ',, Boeing PHONE 624- 449 /i ADDRESS 1411 4th Aver;ue, Seattle, 4.iA ZIP 981(.i . CONTRACTOR Custom Roofing PHONE 762-4 170 ADDRESS 8001 5th Ave. So., Seattle, Cl:. ZIP 93108 LICENSE NO. t:i:i.._1-,T -0R•- 291M9 SST NO. C578-087-9473 BUILDING USE Office (Sperry Flight Syatems) CLASS OF WORK NEW DADDITION ❑REMODEL ❑REPAIR EJOTHER (Specify) ReroaF BLDG AREA 1st FL. 2nd FL.- BASEMENT GARAGE DECK MEZZANINE # OF STORES TOTAL S.F. VALUATION 20,000 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. OWNER / AGENT SIGNATURE FEE DISTRIB. BUILDING 283.0) PLAN RVW. DEMOLITION BOND OTHER TOTAL COMMENTS: TYPE CONST. OCC. GROUP OCC. LOAD FIRE ZONE USE ZONE AUTO SPRINKLERS REQ. 514 lit: 11/i, ------ M--1. DYES ONO 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 'lie C. 62, & FOR INSPECTION CALL 433 -1849 BUILD / G OFFICIAL, CITY OF TUKWILA THIS PERMIT MUST BE POSTED CONSPICUOUSLY ON BUILDING HARSTAD ASSOCIATES INC ■ ENGINEERS PLANNERS April 5, 1968 Legal Description Project No. 115 IN REPLY REFER TO: 438 -01 That portion of Government Lot 4, Section 36, Township 23 North, Range 4 East, W.M., in King•County, Washington, described as follows: Beginning at the north- west corner of said Section 36; thence S 01 °19'01" W along the west line of said Section 36 a distance of 1,320.01 feet to the northwest corner of said Government Lot 4; thence S 88 °04'53" E along the centerline of South 180th Street a distance of 431.81 feet; thence S Ol °55'07!' W a distance of 36.00 •eet to the southerly margin of said South 180th Street and the true point of beginning; thence S 88 °04'53" E along said southerly margin a distance of 257.94 feet; thence S 11 °05'55" E a distance of 70.94 feet; thence S 07° 39'54" E a distance of 50.09. feet; thence S 09 °22'49" E a distance of 50.02 feet; thence S 15 °06'12" E a distance of 39.16 feet; thence N 88 °04'53" W a distance of 353.52 feet; thence N 01 °55'07" E a distance of 155.00 feet; thence along a curve to the right having a radius of 50.00 feet, an arc dis- tance of 78.54 feet through a central angle of 90 °00'00" to the true point of beginning. Containing 67,071.80 square feet. Subject to an easement for utilities over a portion of the above described tract of land, said easement being more particularly described as follows: That portion of Government Lot 4, Section 36, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the .)rth- west corner of said Section 36; thence S 01 °19'01 "'W along the west line o•` said Section 36 a distance of 1,320.01 feet to the northwest corner of said Government Lot 4; thence S 88 °04'53" E along the centerline of South 180th Street a d stance of 431.81 feet; thence S 01 °55'0711 W a distance of 36.00 feet to the south mar- gin of said South 180th Street and the true point of beginning; thence S 88° 04'53" E a distance of 257.94 feet; thence S 11 °05'55" E a distance of 15.39 9412 s rnun AVFNIIF SFATTI F. %JACIIINf:TAN 0A191 MAIn L 9C9C f ',nt1 rAni c. uAerTAn Ir feet; thence N 88 °04'53 " W a distance of 253.40 . feet; thence along a curve to the left having a radius of 50. 00 feet, an arc distance of 78.54 feet through a central angle of 90 °00'00 "; thence S Ol °55'07" W a distance of. 140.00 feet; thence N 88 °04'53" W a distance of 8.00 feet; thence N 01 °55'07" E a distance. of .155.00 feet; thence along a curve to the right having a radius of 50.00 feet, an arc distance of 78.54 feet through a central .. angle of 90 °00'00" t the true point of beginning. kpff consulting engineers July 15, 1983 Mr. Ed Larson Custom Roofing, Inca 8001 Fifth Avenue, S. Seattle, Washington 98108 Subject: Sperry Building Roof Dear Mr. Larson: ese ' Q1STE' a ' /ONAL �GI" rs,,r!N / / ✓�� You have asked us to review the structural design of the Sperry Flight Center Building located at 6827 South 180th Street in Tukwila, pursuant to the installation of a new roofing overlay throughout the major part of the building roof. Typically, this building roof system is the "Berekeley Panel System" which consists of prefabricated 4 x 8 plywood panels supported by 2 x 4's at 24 inches on center, in turn supported by 4 x 14 Douglas fir sawn timbers span- ning 18 feet, which in turn are supported by glu -lam girders of varying sizes depending upon the span conditions. The building was originally designed for a dead load of 15 lb /sq. ft. and a live load of 25 lb /sq. ft., for a total design load of 40 lb /sq. ft. The original design envisioned a breakdown of the dead load allowance as follows: 6 lb /sq. ft. for framing, :.. 6 lb /sq. ft. for roofing, and 3 lb /sq. ft. miscellaneous allowance for lighting, sprinklers, etc. You have indicated that the existing built -up roof weighs approximately 6 lb /sq. ft. including a gravel layer on top. Your proposed re- roofing system would remove 1 -1/2 to 2 pounds of gravel and add, in turn, a 3/4- inch rigid insulation board, three plies of fiberglass sheets, and one flood coat, all of which weigh an estimated 2 -1/2 lb /sq. ft. You, therefore, would be adding a net added load of from 1/2 to 1 lb /sq. ft. over that existing at the present time. We consider that this very slight additional load is well within the struc- tural capability of the roof as designed. Please feel free to call if there is any other assistance we can be to you in this matter. Yours very truly, -oat/1 Albert A. Kelly, P.E. AAK /sll 700 Iloyd bldg., seattle, wa 98101 (206) 622 -5822 anchorage los angeles portland seattle • Cdntrol Number BUILDING DEPARTMENT CITY of TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WASHINGTON 98188 433-1849 APPLICATION FOR PERMIT DATE %//5 MO (PERMIT NO. WHEN VALIDATED EXPIRES JOB ADDRESS 631,17 ` 66 LEGAL DESCR. LOT NO. BLOCK TRACT ❑ SEE ATTACHED SHEET ' / / I ,can n OWNER WI ui,c..f'/� E., j6 �' o ll/4/// PHONE (ta / -q"l9y ADDRESS / (/W- ��lu�J �. / � ZIPQN CONTRACTOR •' /,,u , -I ��. , PHONE 740 i7.rQ /7 ) C/ ` Off,(` / ADDRESS Q�171 / 61 t_ C,, .� ,..6 / j�„) ` ,4 4 .1 � //J�{` ZIP C%U /(/v LICENSE NO ea .E T � . i o jSSTNO. 6 6 - . 7 5 . . . _ . 6 g 7 . 4- 7d BUILDING USE O)T(`Gv TENANT i `y 9fl7L CLASS OF WORK ❑ NEW ❑ ADDITION ❑ REMODEL ❑ REPAIR 9 OTHER (Specify) BLDG. AREA 1st FL. 2nd FL. BASEMENT GARAGE DECK MEZZANINE # OF STORES TTO//TA//--LS.�S.F. PLANNING/ /EPA BOND OTHER moo (Q�VVA /L-UATION / f ! L(� 06 AME F APPLICANT (PLEAS INT) � ,/ /,t} CL ADDRESS ? a a i -, �. r.2' 'r+!/. sr,e0 S }� 64.77,2 -_ krON E -710 t.. -0 / 7 d , I CERTIFY THAT THE INFORMATION FURNISHED BY ME IS TRUE AND CORRECT AND THAT THE APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE MET. f� 5 7 VV `L SIGNATURE OF APPLICANT DO NOT WRITE BELOW THIS LINE TYPE CONST. OCC. GROUP OCC, LOAD FIRE ZONE USE ZONE AUTO SPRINKLERS RED. I DETECTOR 5/1% 6. qi q1 rn./ ❑ YES ❑ NO ❑ YES ❑ NO PLAN RVW PLANS: SENT RETURNED APPROVED FEE DISTRIB, BUILDING c43,10 FIRE DEPT. PLAN RVW. DEMOLITION PLANNING/ /EPA BOND OTHER PUBLIC WKS. TOTAL f� 5 7 VV `L X.f'l. `'J / f /SI 7J /� ./- RECEIPT NO. COMMENTS: 'APPROVED FOR ISSUANCE BY