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Home My WebLink AboutPermit 1677 - Affiliated American Company - Carports1677 15364 62 Av S Affiliated American Company Affiliated American Corporation new carports BUILDING PERMIT PERMIT // NUMBER t'7 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WASHINGTON 98188 DATE OF ISSUANCE Aril 2, 1979 EXPIRES July 30, 1979 JOB ADDRESS ! 5 3t1y - 15364 -15392 62nd Avenue South and 6231 -6297 South 153rd Street LEGAL DESCR. LOT N0. 16 BLOCK TRACT E A H D Interurban addition ❑ S to E SSTACeatt e SHEET OWNER Affiliated American Company PHONE 455 -9710 ADDRESS One Lake Bellevue Building , Bellevue ZIP 98005 CONTRACTOR ' ' -d Auerican Coro. PHONE 455 -9710 ADDRESS One Lake Bellevue Building, Bellevue pour footing ZIP 98005 LICENSE NO. 2201 AF FI LA 307 RP SST NO. C600 -195 -670 BUILDING USE carports CLASS OF WORK RNEW ❑ ADDITION ❑ REMODEL ❑ REPAIR ❑ OTHER (Specify) Valuation $17,500.00 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. / r.o.� . ,,• /4 •W ER/AG NTSIGNATURE THESE INSPECTIONS ARE REQUIRED BY LAW 1. Driveway 2. OK to 3. Roof 4. OK to 6. Wall- 6. Structure approach and pour footing sheathing enclose board nail- complete and/ slope and /or foundation and nailing OK framing ing OK or OK to occupy FOR INSPECTION CALL 433 -1849 BU J G OF ICI L, CITY OF TUKWILA THIS PERMIT MUST BE POSTED CONSPICUOUSLY ON BUILDING :. -.-. - , BUILDING PERMIT PERMIT /� 7 7 NUMBER CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WASHINGTON 98188 DATE OF ISSUANCE April 2, 1979 EXPIRES July .30, 1979. JOB ADDRESS 15364 -15392 62nd Avenue South and 6231 -6297 South 153rd Street LEGAL LOT NO. 06 BLOCK pp EE TRA5terurban adds ti OI1S oAteE tl I e HEFT OWNER Affiliated American Company PHONE 455,.9710 ADDRESS One Lake Bellevue Building , Bellevue ZIP 98005 CONTRACTOR Affiliated American Corp. PHONE 455 -9710 ADDRESS One Lake Bel "evue Building, Bellevue ZIP 98005 LICENSE NO. 22301 AF FI LA 307 RP SST NO. C600-195-670 BUILDING USE carport; CLASS OF WORK MYNEW 0 ADDITION 0 REMODEL 0 REPAIR 0 OTHER (Specify) Valuation $17,500.00 I CERTIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT, THAT THE APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE METJAND THAT I AM AN AUTHORIZED AGENT FOR THE PROJECT. A OWNER /AGENT SIGNATURE ,--- THESE INSPECTIONS ARE REQUIRED BY LAW 1. Driveway approach and slope L. 2. OK to pour footing and/or foundation 3. Roof. sheathingenclose and nailing OK < 4. OK to framing 5., Wall -: nail- board nail• ing OK 6. Structure complete end/ or OK to occupy 714/f /� /' FOR INSPECTION CALL 433-1849 BUILDING.OFFIC L, CITY OF TUKWILA 677 THIS PERMIT MUST BE POSTED CONSPICUOUSLY ON BUILDING BUILDING DEPARTMENT CITY of TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WASHINGTON 98188 433.1849 APPLICATION FOR PERMIT RECEIVED CITY OF TUKVVa P r: B 26 1 979 BUILDING DEPT. DATE ., .7G7 PERMIT NO. WHEN VALIDATED EXPIRES JOB ADDRESS ,� C ry I� 3 1112- _ �, — q` " ' G'febt,0 /LPw Ilwi /� en'-. ,66L1 . C a 31 - 4;49 -75c LEGAL DESCR. LOT NO. // l(� BLOCK TRACT act.. o„� 44t, Sew` % ) 5.3ra: ZN-�� jq„� D SEE ATTACHED SHEET �% OWNER f �///,DP19' 4 -7%2,t % ice;,. , _ . �,.,, %% PHONE cif-1 9 7 %,e, ADDRESS O/tP_ L,ol C /�P / /,U ----c /�v /,D, ° ./ %�v-e Gvit^ ZIP �T1 v S CONTRACTOR 4>//,t/7 4Na /et /frY PHONE ,l.J --j-- p.7/ (/ ADDRESS g'h p , �5 J�.v.P ZIP 'e% .s / LICENya3 n/ - Air rLA 312,7 /� 1 S ST NO. C- G Q G — / 9s - 6 7O BUILDING USE eAtz. �ir3i : TENANT Q„J),�,71,�, ,4G�P ,6/G CLS OF WORK .� NEW D ADDITION 0 REMODEL ❑ REPAIR ❑ OTHER (Specify) BLDG. AREA 1st FL. 2nd FL. BASEMENT GARAGE DECK MEZZANINE = OF STORES TOTAL S.F. VALUATION BOND OTHER PUBLIC WKS. - /f75c) 6,0 NAME OF APPLICANT (PLEASE PRINT) %1 . r C �� / iyiaiir e. ADDRESS 77/1e /2:7 Ais v-(, PHONE te) -I ^y 7/ U I CERTIFY THAT THE INFORMATION FURNISHED BY ME IS T- - AND CORRE T AND THAT THE APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE MET. /// ■ SIGN • URE OF . PPLICANT DO NOT WRITE BELOW THIS LINE TYPE CONST. OCC. GROUP OCC. LOAD .FIRE ZONE USE ZONE AUTO SPRINKLERS REQ. ❑YES LI NO PLAN SENT RETURNED APPROVED FEE DISTRIB.. BUILDING 51-/,00 FIRE DEPT. PLAN RVW. 55.00 DEMOLITION _ PLANNING/ SEPA BOND OTHER PUBLIC WKS. TOTAL 13 7 o 0 0 RECEIPT NO. ISSUANCE BY: 1 5-571. ,..., COMMENTS: APPROVED FOR AL: DESCRIPTION for Cottage Creek Lot 16, Interurban addition to Seattle; according to the Plat recorded in.volume 10 of plats, page 55, in King County, Washington . RECEIVED CITY OF TUKWILA CHILDERS MANUFACTURING COMPANY 3620 WEST 11TH STREET : HOUSTON,TEXAS 77008 rrB Z6 1979 MODEL•' NE -11 20.00' DEEP WITH 18.00' BAYS PAGEBUILDIVG DEPT, BASISt FRAMING MEMBERS, COLUMNS AND ROOF DECK HAVE A MINIMUM YIELD POINT 50 KSI. DESIGN IS IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE DESIGN MANUAL, 1962 EDITION. LOADS; LIVE LOAD = 25 PSF DEAD LOADS; DECK E FITTINGS = 1.5 PSF WIND LOAD = 25 PSF FRAMING MEMBERS : 1.5 PSF DECK DESIGN« SPAN 12.00 FT., CANT.= 4.00 FT.,W = 25 + 1. -BM =1C26.5 X 4.00 X 4.00) / 2 - 212 FT LBS. REQ'D. SFC = 212 X 12 / 30303 = .084 IN. CU. +BM (26.5 X 12.00 X 12.00) / 8 -212 = 265 FT LBS. REQ'D. SRC ar 265 X 12 / 30,303 a .105 IN. CU. USE 28 GA. SR3 RIB, SRC = .114 IN. CU., SFC = .091 IN. CU. 5 6.5 PSF BEAM DESIGN:. SPAN = 18.00 FT, W =125 + 1.5 + 1.5) 10.00 =280 LBS /FT BM "=t280 X 18.00 X 18.00 / 8 =11,340 FT. LBS. REQ'D. SX 11340 X 12 / 30303 - 4.49 IN. CU. USE 9.0 C12, SX 4.66 IN. CU. MODEL REQUIRES NO GIRDER COLUMN DESIGN: CH.-Ir CLEAR HEIGHT UNDER BEAM P * 10.00 X 18.00 X 28.0 = 5,040 LBS. HF = 25 X 18.00 X '.75 = 337 LBS HC a L25') (CH) (COLUMN DIA.) ; LBS BM = 337 (CH + .38) 65) + HC (CH / 2) FT. LBS. Q = 1 X 50 / 33 -= 1.52, FA ALLOWABLE AXIAL STRESS -CHART 4,A.I.S.I. CHILDERS MANUFACTURING COMPANY 3620 WEST 11TH STREET HOUSTON,TEXAS 77008 MODEL NE -11 20.001 DEEP *WITH 18.00° BAYS PAGE 2 7 FT CLEAR HEIGHT BM = 337 X 3.69 + 51 X 3.50 1,422 FT.LBS. KL /R a 1.0 X 84 / 1.21 69 , ALLOWABLE AXIAL STRESS "1 KSI CALCULATED AXIAL STRESS = 5,040 / .89 5.66 KSI CALCULATED BENDING STRESS zu 1,422 X 12 / .74 23.06 KSI EULER STRESS / FACTOR OF SAFETY -= 149,000,000 / 69 X 690'31.30 STRESS RATIO . (5.66 / 20.51) + (.85X 23.06) /24.84 1.05 4 1.33 USE ROUND COLUMN 3.5 X .083 A-2 .89 IN SQ,S = .74 IN CU,R = 1.21 IN 7 FT CLEAR HEIGHT BM's 337 X 3.69 + 44 X3.50 = 1,397 FT.LBS. KL /R = 1.0 X 84 / 1.19 71 , ALLOWABLE AXIAL STRESS = 20.19 KSI' CALCULATED AXIAL STRESS a 5,040 / .97 = 5.20 KSI CALCULATED BENDING STRESS = 1,397 X 12 / .92 = 18.22 KSI EULER STRESS / FACTOR OF SAFETY = 149,000,000 / 71 X 71=4.29.56 STRESS RATIO = 15.20 / 20.19) +(.85X 18.22 /25.14 = .86 41.33 USE SQUARE COLUMN 3 X 3 X .083 A.=• .97 IN SQ,S = .92 IN CU,R 441.19 IN 8 FT CLEAR HEIGHT BM 4'1 337 X 4.19 + 58 X 4.00 - 1,644 FT.LBS. KL /R =1.0 X 96 / 1.21 '6 79 , ALLOWABLE AXIAL STRESS '18.85 KSI CALCULATED AXIAL STRESS = 5,040 / .89 = 5.66 KSI CALCULATED BENDING STRESS = 1,644 X 12 / .74 = 26.66 KSI EULER STRESS / FACTOR OF SAFETY = 149,000,000 / 79 X 79= 23.87 STRESS RATIO (5.66 / 18.85)+685X 26.66)/23.33 %T. 1.27 ( 1.33 USE ROUND COLUMN 3.5 X .083 A wb .89 IN SQ,S . .74 IN CU,R =1.21 IN 8 FT CLEAR HEIGHT BM ar 337 X 4.19 + 50 X 4.00 :Jr 1,612 FT.LBS. KL /R = 1.0 X 96 / 1.19 = 81 , ALLOWABLE AXIAL STRESS = 18.49 KSI CALCULATED AXIAL STRESS 06 5,040 / .97 a 5.20 KSI CALCULATED BENDING STRESS = 1,612 X 12 / .92. 21.03 KSI EULER STRESS / FACTOR OF SAFETY = 149,000,000 / 81 X 81+422.71 STRESS RATIO '1(5.20 / 18.49) +1.85X 21.03)/23.63 3 1.03 ( 1.33 USE SQUARE COLUMN 3 X 3 X .083 ATx. .97 IN SQ,S = .92 IN CU,R= 1.19 IN