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15120-15150 GRAND AVE_ 198-88 (10)
REQUEST NO. E4767C REQUEST NO, E476/C2 MEM FORCE WID DEP FB FC:FT U P/AF VM/ZF IIM/ZF CSI LAT. NO. BND; i 1 MEM FORCE: WID DEP FB FC;FT Q P/AF VM/ZF HM/ZF CSI LB..c IN. IN. PSI PSI BFC BRC LEN; 1 LAT. NO. BND i LBS IN. IN. PSI PSI BRC BRC LEtJ TOP CHORD MEMBERS 1" 2 -4519. 1.50 3.50 2616 1956 0.89 0.44 0..24 0.00 0.68 0.0 5.254 TOP CHORD MEMBERS 2- 3 -3818. 1.50 3.50 2604 1899 0.89 0.38 0.28 0.00 0.67 0.0 5.667 1- 2 -126. 1.50 3.50 030 1022 0.95 0.02 0.00 0.00 0.02 6.0 0.000 3- 4 -2049. 1.50 3.50 2610 1286 0.89 0.30 0.58 0.00 0.88 0.0 8.062 2- 3 0. 1.50 3.50 2375 1275 0.90 0.00 0.20 0.00 C.20 O.0 4.479 4- 5 -2049. 1.50 3.50 2610 1286 0.89 0.30 0.58 0.00 0.88 0.0 8.062 3- 4 0. 1.50 3.50 2375 1275 0.90 0.00 0.20 0.00 0.20 0.0 4.479 5- 6 -878. 1.50 3.50 677 511 1.00 0.33 0.00 0.00 0.33 6.0 0.000 BOT 5ROAD MEMBERS 50 3.50 820 563 0.95 0.04 0.00 0.00 0.04 6.0 0.000 BOT CHORD MEMBERS 6- 7 0. 1.50 3.50 2063 1275 1.00 0.00 0.27 0.00 0.27 10.0 8.958 5- 1 78. 1.50 3.50 2063 1275 1.00 0.01 0.27 0.00 0.28 10.0 8.958 7- b 61, 1.50 3.50 750 438 1.00 0.03 0.00 0.00 0.03 10.0 0.000 WEB MEMBERS 8- 9 3159. 1.50 3.50 )625 1969 1.00 0.31 0.18 0.00 0.49 10.0 8.354 1- 3 -148. 1.50 2.50 688 392 0.00 0.10 0.00 0.00 0.10 4.2 1 9- 1 4346. 1.50 3.50 i625 1969. 1.00 0.42 0.18 0.00 0.60 10,0 8.354 3- 5 -148. 1.50 2.50 688 392 0.00 0.10 0.00 0.00 0.10 4.2 1 WEIR MEMBERS 2-- 9 -674. 1.50 2.50 688 1027 0.00 0.17 0.00 0.00 0.17 2.9 0 3- 9 660. 1.50 2.50 688 375 0.00 0.47 0.00 0.00 0.47 3.7 0 3- 8 -1188. 1.50 2.50 688 333 0.00 0.95 0.00 0.00 0.95 5.7 0 4- 8 -429. 1.50 3.50 750 1034 0.00 0.08 0.00 0.00 0.08 2.8 0 5- 8 2318. 1.50 3.50 2188 1313 0.00 0.34 0.00 0.00 0,34 10.7 0 6- 8 0. 1.50 2.50 688 375 0.00 0.00 0.00 0.00 0.00 9.4 0 1 i 1 I CANE•-NAIL COMPONENTS INC. 8375 SULTANA AVE. FONTAI7A, CA 92335 E4767C2 C2 GANG-NAIL COMPONENTS INC. 8375 SULTANA AVE. FONTANA, CA 92335 _ E4767C C _ . / Tue Feb 28 14:02:51 PST 1989 gn182 /u3r/eck/e4767c gn182 /uar/eck/e4767c2 A1�P- e{ I�F>t_I H CA Tue Feb 28 14:14:20 PST 1989 m.TTItV N LAW Y x INOMM) C H O R 0 S MXIH i a a CHORDS SIZE LUMBER DESCRIPTION DESIGN CRITERIA CST•TYP�10 N LEN Y X IMUMR) C N O R D f MAKIMUN N I:S O- ;}.' IO7eP PORCB NOR DISP SLOP[/I! ICAO UNBNIIC.IOJIOP FORCE CHORDS EI Zt LOOM DESCRIPTION DESIGN CRITERIA 1 XL01 GMA20 S.0%10.1 0.25 rR-TO IL351 TT-IN-51 DEPTH IN IPi►) Lamm PR-1u 1 CC07 CNA20/.OY /.S MLIDR /YN1C[ IIOP DISP :LAPS/12 LOAD UNfMC.MC10R PORta I Ile:) 1-5 2Y 1 MSIu100►-1.0E S.P.I. TOP CH. if Fsr IE-ro y�.:'•' 2 iNlt Gm 2.2.0%S.6 S- f 2x 1 STANDARD D.P.L. DU 11 PSI 2 CRII GNA20 2.09 7.1 ILaal FT- D[PTP IN IPIEI IENaTH ►P-ro I1e31 1-} 7%1 ETAMDIIro O.P.L. TOP CO. Lla l[ ff► +i 1 IN02 GRA20 7.0X 5.6 1-2 4519C 5-0-0 4.000 $0.0 0.0 2-9 67/C 6-1 ::4 MSR16sor-1.5K:.P.P. DOT CH. LL- 0 PSI 3 IN02 CKA20 I.OX 1.5 7-6 2Y 1 MERID'W`1.SI f.l./. Dia 11 Pt! 1-2 120C 0-O-0 71.9T6 0 0.0 0.0 1-7 116c 1-5 2%1 fTANDORD D.P.L. ROT Co. 4ta 0 PSI? / 11111 0RA70 2.Ox 2.6 2-7 3:1 OC 5-e-0 1.000 f0.0 0.0 7-9 6fOL 7-S 2Y/ STANDARD D.P.L. Olr 7 FS/ /CP11 CNA20 2.0%7.1 2-] 0 1-5-12 /.dGD $0.0 0.0 ]-S Ilfc S-1 7K/ M7111iSOhl.SE f.1.t. DV i N/ 5 C032 CHA70 I.OY 7.1 3-1 7019C S-e-0 1.000 foal n,0 ]-0 Ileec D- 1 2%1 KSR210CF-1.09 S.P.P. TOTAL IDAD-77 PSP S CRO2 CRAIG/.0%4.5 1-4 0 4-5-I2 4.000 60.0 0.0 TOTAL IAAD-71 Nor 6 Cool.020 7.OK 3.1 1-3 201/C a-ll-0 1.000 f0.0 0.0 1-a 129C 1-5 I26C 0-0-0-ID7.T71 D 0.0 {.0 ALL VISIBLE 7X 7 STANDARD D.f.L. 7 CP11 CIA20 { 0711C D-0-0-107.077 D 0.0 6,0 S-6 2]IBT N[BE 2Y 7 :TANDAro D.P.L. SPMLNF 71 IRA.C/C THIS TAUS:HAS LLCN CNECRIO rop 10.0 PST 5- 1 70T 1-II-E U.000 11.0 l0.0 SPACING-71 IN. C/C 6 VC71 CIWO 6.ON12.4 3.50 3.7S1 1-11 6-7 0 e-11-1 0.000 14.0 10.0 f-B 0 2-9 1-S 7-9 6-1 BOTTOM CHORD LIVE LOAD. F r 1 IN07 CMA20 7.09 S.f 7-0 SIT 0-0-0 76.000 D 0.0 10.0 NEfi 711 1 STANDARD D.►.L. INPUT DLTL. L/210 MAN. POPLIN XPACL- 0.0 FT. ION, MM.IACBD BOT.CX. LAM.-19.0 FT. IN►OT D9►L. L/760 1-1 31511 1 2.000 I1.0 10,0 1-6 •FLYWDOD SHEMOINO RMUlleO on LOP CHORD �. SPLIC6f 1-1 171fT M 6-0 7.000 11.0 10.0 N9B3 2x 4 110.1 O.►.L. IPCRLAusfPM Curl DESIGN:PRCS.ACCORDING TO I,.,. 1-INI LAT. DAACI Rt00.AT 1/2 LEN. PlER 1-•] ]-5 `1/ IMCAEAf[S1lER CENT) 1-]SP10 GNA20 7.0%5.6 S-S LO/ILR-23 NAIL-23 BUILDING CODe,111S TER FOLLOWING 3RACIRC APPLIES ONLY BRAD MMERIS)Ap6 NOT SNSATHLDI LpIDER•25 pica 15 !A%. POPLIN SPA 1- 0.0/ RAN. UMBRAC6D BUT.CX. LER.�10.0/T. TCN Lf-IS OCR I.S. 0 FABRICATION INSPECTION TO BE PROVIDED 1-1Y/LAT. BW9 0700.AT 1/2 IBM.WIN 1-S ,1` I Lf-lS 9CX W 0 THIS TROTS XAf SR11 CHICK90 FOR I0.0 Pp•••P.YN000 fHEATHTNG RtOtl10ID ON TOP CHORD••• LAN SECTION 75.17711A) IIBC STANDARD 75-17 BOTTOM CHORD LIVI LOAD. THE POLLOIIINO-RACING APPLIES ONLY WHEN==HIS)ARE NOT SpGTNIDt NAIL VALUES($11 PDT MNNLCTM PLATY IN ACCORDANCE NITS ICBU PD1118 LITERAL BRACER AND FURN.tM INDICATIO FOR MUSS MM99p[ 1-IYI UT.YRACI RZQD.LR 1/2 I6N.WEBB S-6 CBURDE M[ER REPORTS 1320 Room 1495 ARE Dt00IRED TO R90M SUCKLING IIPCTN Of Men,AND$HOOCH NAIL VALVUIFSI)WET ��gE777 IAx MIN MRx Hip S[RATERS ro THVER IWYfPf WITH MINIMUM OP}-ROD LVMION NtRt COME 99" DESIGN SPECS.ACCORDING TO UNIFORM PORE LAT%r-L BRACES AND PORCINE INDICARD FOR TAILED MWIMf GNA20 135 19 130 113 WHIM LAY M[N _ BUILDING COOl,l963 ARE EROUIRID TO PSOUCK BUCKLING LENGTH OF=SM.AND SNOUID NAILS.PROVISIONS MILT R WIC[AT ENDS OR SPECIFIED INTERVALS ONAIO W 99 l70 llf FABRICATION INSPECTION TO RA PROVIDED 9E NAMED 10 TAUS:HU MRf NITII MINIMM OF 2-100 C'OMION WIRE ro RESTRAIN OR ANCHOR LITIM SMSOIC.BY OTWEPS. �. IAN SICTIC.0 75.1730AI UPC STANDARD 2S-17 NAILS. 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AI, '; r ,• 1 k .. d J I ' � l I it !t T.'inr � -, / I nI, +`� I - !: '� •1'a'. i' Ili � t ,, Y gl�''IISyc Y ,( J11 JJ - _ - /, i���� � I pr Y•' tT' A1 Y . �t a.. If.P'rr'�..1 t �.r / i ... ....�..._��....,.._........�._r..r.. ......_..-. .......�................., ...... ._ «... _,..... ... 1 .. ' ! j ��Ji .NwrwNryit r , Ali y, 1 > # i Ii REQUEST NO. E4767A3 MEM FORCE WID DEP FB FC:FT Q P/AF VM/ZF HM/ZF CSI LAT. NO. BND LBS IN. IN. PSI PSI BRC BRC LEN TOP CHORD MEMBERS REQUEST NO. E9767A 1- 2 -1285. 1.50 2.50 688 1156 0.00 0.30 0.00 0.00 0.30 4.6 0.000 2- 3 -2343. 1.50 3.50 1814 1477 0.95 0.30 0.45 0.00 0.75 0.0 5.524 3- 4 -2221. 1.50 3.50 1995 1601 0.85 0.26 0.43 0.00 0.69 3.3 4.478 MEM FORCE WID DEP FB FC:FT Q P/AF VM/ZF HM/ZF CSI LAT. NO. BND 4- 5 -3000. 1.50 3.50 1970 1600 0.85 0.36 0.43 0.00 0.79 2.8 4.490 LBS IN. IN. PSI PSI BRC BRC LEN 5- 6 -3000. 1.50 3.50 1970 1600 0.85 0.36 0.43 0.00 0.79 2.8 4.490 6- 7 0. 1.50 3.50 2063 1275 0.85 0.00 0.41 0.00 0.41 6.0 4.990 TOP CHORD MEMBERS 7- 8 -263. 1.50 2.50 678 1127 0.95 0.06 0.00 0.00 0.06 6.0 0.000 1- 2 -7142. 3.00 3.50 1538 1336 0.90 0.51 0.36 0.00 0.87 0.0 6.833 BOT CHORD MEMBERS 2- 3 -7097. 3.00 3.50 1886 1578 0.85 0.43 0.48 0.00 0.91 4.6 4.927 8- 9 1923. 1.50 3.50 2063 1275 1.00 0.29 0.27 0.00 0.56 10.0 8.979 3- 4 -7698. 3.00 3.50 1871 1578 0.85 0.46 0.48 0.00 0.95 4.2 4.927 9-10 3032. 1.50 3.50 2063 1275 1.00 0.45 0.27 0.00 0.72 10.0 8.979 ` 4- 5 -7698. 3.00 3.50 1944 1600 0.85 0.46 0.39 0.00 0.84 4.9 4.490 10- 1 0. 1.50 3.50 2063 1275 1.00 0.00 0.22 0.00 0.22 10.0 8.081 5- 6 0. 3.00 3.50 2063 1275 0.85 0.00 0.36 0.00 0.36 6.0 4.490 WEB MEMBERS A M- 6- 7 -461. 3.00 2.50 688 1156 0.00 0.05 0.00 0.00 0.05 6.0 0.000 2-10 2255. 1.50 3.50 2188 1313 0.00 0.33 0.00 0.00 0.33 5.6 0 BOT CHORD MEMBERS 3-10 221. 1.50 2.50 688 375 0.00 0.16 0.00 0.00 0.16 2.8 0 • 7- 8 4720. 3.00 3.50 2063 1275 1.00 0.35 0.34 0.00 0.69 10.0 8.979 4-10 -955. 1.50 2.50 688 393 0.00 0.G5 0.00 0.00 0.65 5.3 0 8- 9 8354. 3.00 3.50 2063 1275 1.00 0.62 0.34 0.00 0.96 10.0 8.979 4- 9 -38. 1.50 2.50 688 393 0.00 0.03 0.00 0.00 0.03 5.3 0 9- 1 6775. 3.00 3.50 2063 1275 1.00 0.51 0.12 0.00 0.62 10.0 8.344 5- 9 -525. 1.50 2.50 688 1042 0.00 0.13 0.00 0.00 0.13 2.0 0 " WEB MEMBERS 6- 9 1267. 1.50 2.50 688 375 0.00 0.90 0.00 0.00 0.90 5.3 0 2- 9 931. 3.00 2.50 688 375 0.00 0.33 0.00 0.00 0.33 2.5 0 6- 8 -2263. 1.50 2.50 688 931 0.00 0.65 0.00 0.00 0.65 2.6 1 3- 9 -1422. 3.00 2.50 565 993 0.00 0.19 0.00 0.00 0.19 5.1 0 g 3- 8 -741. 3.00 2.50 624 993 0.00 0.10 0.00 0.00 0.10 5.1 0 y �t 4- 8 -922. 3.00 2.50 688 1156 0.00 0.11 0.00 0.00 0.11 2.4 0 5- 8 3369. 3.00 3.50 750 438 0.00 0.73 0.00 0.00 0.7" 5.1 0 5- 7 -5340. 3.00 2.50 228 993 0.00 0.72 0.00 0-00 0.72 5.1 0 " i 1 ) iJb•�'' 4 4D I i E4767A A GANG-NAIL COMPONENTS INC. 8375 SULTANA AVE. FONTANA, CA 92335 E4767A3 A3 GANG-NAIL COMPONENTS INC. 8375 SULTANA AVE. FONTANA, CA 92335 CA Tue Feb 28 13:46:36 PST 1989 gnI82 /usr/eck/e4767a CA Tue Feb 28 14:04:15 PST 1989 qnI82 /udr/eck/e4767N3 j AI�F3-t 8 .CAU 3-111 JT•TYP�1i M LEAN Y X (HLNBERI C H O R C S MRXINIM N E B 8 GONG LOAD CHORDS $ILE LUIIICR DESCRIPTION OE![GN CRITER7A .11 tYPt M LEN Y % IM►1MM R) C N O R D S N tkm M d N S CON,LOAD CHORDS SILK LUMBER DESCRIPTION DESIGN CRITERIA MILKER FORCE NOR DISP SLOPE/12 WAO UNBRAC.NMR FORCE JT LBS NBMBR FORCE NOR DIES SLOPE/12 WAD UMBRAC.MBNBR rORCE JT LBS 1 XL01 GNA20 1.0%7.f O.ts TO-TO (IBSI FT-IN-SX DEPTH IN (PIF) LENGTH FR-TO (LBS) 1-2 2%1 MSRI650P-1.5E s.P.F. TOP CH. Lin If PSI, i CR11 OM1110 2,0X s,i PR-TO (L%31 FT-IN-Sif DEPTH IN (PEP) LENGTH PR-70 IIBeI 1-2 2X 3 STANDA D.F.L. TOP CN. Llr If PSF t ENtI GRA10 S.0%10.1 t f10 t-f 2%1 otsmss0E-1.56 s.P.F- Din 11 PSr 1 CR02 GNAT I.Ox 5.6 I.SO 2.001 1-2) 7 l00 t-I 2X 1 MSPI6S0E-l-SE S.P.►. Dln 11 Pf/ I 3 I101 6MA20 3.OX 7.1 1-2 1112C 1-0-0 1.000 f0.0 0.0 t-! 171} {-7 2X 3 STRRDARD D.F.L. BOT CH. LN a PSF 3 ER21 GRA20 3.OX 9.0 I-2 1285C 0-0-0 14.930 D 0.0 f.1 2-10 2255T 7-7 2X l NSRIf50E-1.SE 9.P.f. BOT CH. Lin 0 nr 1 IM11 GRAtO 2.Ox 2.e 7-7 7097C 1-5-14 0.000 210,0 1.1 3-1 1122C 7-I IX l MSR16301, Se S.P.P. DU 7 PST 1 INO2 GNA20 7.0X).f 2-] 2343C !-{-0 4.000 60.0 0.0 3-10 221T 7-8 2X 3 STANDARD D.F.L. Gin 1 PSI PST S IM02 GNAlO 1.0%12.1 3-l Rfec a 5-14 0.000 210.0 4.2 3-0 741C TOTAL LOAM 77 PSF s 1N11 cRA20 7.0%2.1 3-1 2221C 1-5-1! 0.000 120.0 3.3 1-10 155C 11-I 2K 1 XMI{SOM1.SE S.6F. TOTAL LOAD-37 IS r. 1 CRII GRA20 2.0%2.S l-5 7408C d-5-14 0.000 210.0 4.9 1-0 922C Kass 2X 3 STANDARD D.P.L. 1 LNO1 GNA20 5.01 f.6 1-5 3oDOC 1-5-II 0.000 120.0 1.a 1-1 .11C _ 7 CROt COA20 I.OX 6.8 3-6 0 1-5-14 0.000 210.0 6.0 5-8 33f9T 2-/ U-f 3-0 1-a S-7 SPACING-21 IRA. C/C 7 CP11 GMAtO t.Ox t.0 S-i 300Do l-5-11 0.000 120.0 2.0 S-! S25C WEBS 2X 1 Am D.F.L. SPACIWM 21 IN.C/o S IN03 GRA20 1.OX10.1 6-7 461C 0-0-0 -32.000 0 0.0 4.0 5-7 5710C MESS 2x 1 STANDARD O.F.L. I CR02 GO'0 I.OX S.6 i-7 0 1-5-11 0.00:1 120.0 f.0 1:f 12697T 2-10 f IN02 GNA20 3.OX 3.9 7-a 1120T 6-11-12 0.000 35.0 10.0 5-a INPUT DRFL. L/210 1 IN03 GO' 1.0%!.0 7-0 262C 0-0-0 -0�.170 D 0.0 f.0 6-I 22tX MESS 2x 3 STANDARD O.F.L. INPUT OIFL.L/240 e-f e7slr a-u-11 0.00E ss.o 16.0 10 Lxo3 cxA2D 6.oX f.o A-f 1923T 8-11-12 0.000 14.0 10.0 3-10 4-t1 a f S-9 6-9 4-t SPLICES 1-1 f775T h 0-0 0.000 ]1.0 30.0 MULTI-HEMMER WILING PATTERN INCRKAS6l IPRR CBOT) 9-10 7072T 0-11-12 0.000 11.0 10.9 INCRIASENIPER CER) a-!SPI1 GRA30 1.DX10.7 CHORDS SACHS SPACINGIIN.) LUMBER-2S NAIL-2S SPLICES 10-I 0 S-f-0 0.000 I1.0 10.0 LMMER-2S BAIL-23 ♦..DESIGN CONSISTS OF 2 TRUSSES BUILT SEPARATELY... TCH LS- 0 9CM IS- 0 9-10 SP10 CNA20 3.0%7.! TCH IS- 0 MIS LT- 5 THIS TRUSS HAS BEEN CHEC990 FOR 10.0 Psr u.THEN NAILED TOGETHER WITH IOD COMMON WIRE MA"». 1-2 1 12.0 MAX. PURLIN PPACE- 0.0 PT. MB%.UNBRAC60 pI.CH. LEN.-I0.0 FT. - BOTTOM CHORD LIVE LOAD. ♦..STAGGERED THROUGHOUT BOTH FACES AS PER RAILING PATTERN... 2-6 1 1.0 MAIL VALIISSMS11 NET THIS TRUSS HAS BEEN CHECKED FOR 10.0 PSF---PLYWOOD SHEATHING REQUIRED ON TOP CHORD• • NAIL VALUBE(PS1)NK {-7 1 12.0 CHORDS WEBS BOTTOM CHORD LIVE WAD. yy.. AA IXl LATERAL BRACE POD AT 2.6 PT O.C.IMBNBeR�3-7) WHEN NOT SHEATHED.1 CHORDS was MAN. PURLIN SPACE- 0.0 PT. 101%, UIeRAC60 BUT.CH. L3U.-10.0 FT. 7-1 I 12.0 MB%MIM MAN NIM PIF Y 1-1X1 LAT. BRACE ARGO.AT 1/2 LEN.WEBS 6-8 Y NOR NIN MM Nip DESIGN SPECS.ACCORDING TO UNIFORM •••PLYNOOU SNeATHING REQUIRED ON TOP CHORD•-• VERTS 1 12.0 GMA20 175 f0 130 IN DRUG 135 99 130 113 BUILDING CODE,1f85 O 111 IJ178ML BRACE ROD AT l.2 IT O.C.IMEMBBR 2-61 WHEN NOT SNLIITNlO DESIGN SPECS. ACCORDING TO UNIFORM xo7si LATERAL BRACES AND PURLiNS INDICATED FOR TRUSS IBlB6R9 FABRICATION INSPECTION TD RD PROVIDED O BUILDING CODE,I985 BRA REWIRED TO REDUCE SUCKLING LENGTH OF MEMBER,AND 31, 0 IAMB SECTION 25.1131141 NO STANEIRD 25-17 OOTEt LATERAL BRACTS AND PUNLINS INDICATED FOR TRUSS MMIU FABRICATION INSPECTION TO 8E PROVIDED OR MAILED TO TRUSS MEMBIRS WITH MINIMUM of 2-HOD CORDON WIRE COI"CTM1 PLATES IN ACCORDANCE WITH ICBO ARE REWIRED TO BRIDGE BUCKLING ISMBTH OF MEMBER,AND SHOULD IAN SECTION 75.17ItIAA UNC STANDARD 25-17 MAILS. PROVISIONS MIST BE MADE AT Eyes OR SPEC3rIE0 INTERVALS REPORTS 1320 AND/Olt 1695 BE BALLAD TO TRUSS MEMBERS WITH MLNIMM OP 2-loD CORDON WIRE COIRHECTOR MIKE IN ACCORDANCE WITH ICBO TO RESTRAIN OR ANCHOR LATERAL!RACING, BY OTHERS. TO PROVISION!MUST AA WADI AT ING.OR SPECIFIED INTERVALS REPORTS 1329 AND/OR 1605 TO RESTRAIN OR ANCHOR LATERAL BRACING.BY OTRA0.9. n "V°•' Tkvss A3 " Pe.we .L//P G/e'OeR Swdce I�evsew �QROFESSIO�: Q�Op{tOFESSIO ��'L CH Q6uf6ee /L'IEMBER i - �.D ��F (C44,VeJ cotilMoYA/f//o fi(AM/A/4 K V 9.30.89 Fa.9.30.89 * r. No.'00 r �, 90940EKrem* Too eNato Fmk .44b 4' As 1,. u n y # T A � 6-7-1 17-0-7 � �s� c s/ IV EKrf7a/O 7'bo •F JiHUCj YMBMOet Poet AZ 4' �Z 9 rvl� � ❑ ❑ ,,, t! „- OAF OF CAUin ��Of CAU.F�A� a .a Il-u-6 u L.J ref It AA ta` 1 r� I i¢rd ,1•• crass ERG cRoss e6c '}'• J- 1♦s.��' n JT REACT IN-8X ,N. JT aRACT IN 1 y1', 4 t r 1, 1 2580 3-1 :.•1 1 175E 1-6 � ..N �''n 1 Y S I556 0 C7 a a •''I i r.� r7 g:',R 31J3 3_. a a o o A ( 3- CAMBER-0-0/a REEL- 1/16 CAMBER-0-1/8 25-11-a . 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Is 14 Pr � »w� t"f , 1 ri, rww.y _ .:I,. - � to�• J p,. ..1: r r j A { �MwUur.r w F*"AW is MhbP vuttw riM tow In onto of b NN.N b 4Vorer• 1 !• j !1 \ wWd ON a Nronfbrwi bV rand N dbnnW J.I"AO1.TY 1 Fyn M71 rlrmybam dlmm bo e!IVdnd 4 IY lop wad W rtb AMM a ( rµr ra trw 1tNw bawVPt-7Q ION W p Np•PgtoNM PNW iRWAk f rproelweMr IO bN.FNdbr.MwwrMYVbV awmY "-•� j I i Fyn A111 N a rNw tY wwryll a M ww 4 a a Pmwl wawranp TY FI' been Nn Y N MV w W rib"I""IPMpb le VdMr d 6 ( preelA.e N dtolr•N flpvn MTI•It Baum Y rNtd Met Ilr Ww.. tray _ I' N IIN MtiVl denWnatANod 70 M1 N NIUMmM M ryua Ally trw IY VdV el IY prVdr bN"wb.•11 MM aw~ . mrry Me rVyb N Hr NYN W mNkNM rymNr 4 VdNu1WV row f I .. •.vwL•tbrtrlaNdroVNwbUAlbyertMpuw. brdNlollw . r ' � '1 r T Ala Arl '" afil tyy/ Syr•, 'j; yy h� REQUEST NO. E4767B4 j • 1 MEM FORCE WID DEP FB FC:FT Q P/AF VM/ZF HM/ZF CSI LAT. NO. BND LBS IN. IN. PSI PSI BRC SRC LEN TOP CHORD MEMBERS 1- 2 -1082. 1.50 2.50 781 1156 0.00 0.25 0.00 0.00 0.25 4.9 0.000 REQUEST NO. E9767B 2- 3 -1844. 1.50 3.50 2142 1415 0.90 0.25 0.44 0.00 0.69 0.0 6.321 3- 4 -1769. 1.50 3.50 2152 1415 0.90 0.24 0.44 0.00 0.68 0.0 6.321 MEM FORCE WID DEP FB FC:FT Q P/AF VM/ZF HM/ZF CSI LAT. NO. BND 4- 5 -1679. 1.50 3.50 2803 1837 0.90 0.17 0.76 0.00 0.93 2.8 5.967 5- 6 0. 1.50 3.50 3000 1969 0.90 0.00 0.71 0.00 0.71 6.0 5.967 LBS IN. IN. PSI PSI BRC BRC LEN 6- 7 -437. 1.50 2.50 685 900 0.95 0.13 0.00 0.00 0.13 6.0 0.000 BOT CHORD MEMBERS TOP CHORD MEMBERS 7- 8 1436. 1.50 3.50 2063 1275 1.00 0.21 0.12 0.00 0.33 10.0 5.979 1- 2 - . 1.50 3.50 2063 1650 0.90 0. 0.42 0.00 0. 0.0 6.031 8- 9 1436. 1.50 3.50 2063 1275 1.00 0.21 0.14 0.00 0.35 10.0 6.490 2- 3 -2338338. 1.50 3.50 2063 1650 0.90 0.2277 0.92 0.00 0.69 0.0 6.031 9-10 1749. 1.50 3.50 2063 1275 1.00 0.26 0.14 0.00 0.40 10.0 6.490 3- 4 -2229. 1.50 5.50 1837 1460 0.90 0.19 0.56 0.00 0.75 3.4 6.542 10- 1 0. 1.50 3.50 2063 1275 1.00 0.00 0,13 0.00 0.13 10.0 6.300 4- 5 0. 1.50 5.50 1875 1125 0.90 0.00 0.55 0.00 0.55 6.0 6.542 5- 6 -438. 1.50 3.50 731 1113 0.95 0.08 0.00 0.00 0.08 6.0 0.000 1 WEB MEMBERS 2-10 1797. 1.50 3.50 2188 1313 0.00 0.26 0.00 0.00 0.26 4.6 0 BOT CHORD MEMBERS 6- 7 1840. 1.50 3.50 2063 1275 1.00 0.27 0.12 0.00 0.39 10.0 5.979 3-10 -289. 1.50 2.50 688 1088 0.00 0,07 0.00 0.00 0.07 2.4 0 '1 7- 8 1840. 1.50 3.50 2063 1275 1.00 0.27 0.14 0.00 0.41 10.0 6.490 3- 9 -75. 1.50 2.50 688 200 0.00 0.10 0.00 0.00 0.10 7.4 0 8- 9 2933. 1.50 3.50 2063 1275 1,00 0.44 0.16 0.00 0.59 10.0 6.854 4- 9 -82. 1.50 2.50 688 480 0.00 0.05 0.00 0.00 0.05 4.8 0 1 9- 1 2931. 1.50 3.50 2063 1275 1.00 0.44 0.16 0.00 0.59 10.0 6.854 5- 9 312. 1.50 2.50 688 375 0.00 0.22 0.00 0.00 0.22 7.7 0 5- 8 82. 1.50 2.50 688 375 0.00 0.06 0.00 0.00 0.06 4.8 0 1 WEB MEMBERS 5- 7 -1839. 1.50 5.50 1875 225 0.00 0.99 0.00 0.00 0.99 7.7 0 2-• 9 96. 1.50 2.50 688 375 0.00 0.07 0.00 0.00 0.07 2.3 0 -�' 2- 8 -753. 1.50 2.50 688 511 0.00 0.39 0.00 0.00 0.39 3.7 1 3- 8 46. 1.50 2.50 688 375 0.00 0.03 0.00 0.00 0.03 4.4 0 ' 4- 8 479. 1.50 2.50 688 375 0.00 0.34 0.00 0.00 0.34 7.4 0 4- 7 82. 1.50 2.50 688 375 0.00 0.06 0.00 0.00 0.06 4.3 0 , 4- 6 -2265. 1.50 3.50 750 519 0.00 0.83 0.00 0.00 0.83 3.7 1 I F.47678 p GANG-NAIL COMPONENTS INC. 6375 SULTANA AVE. FONTANA, CA 92335 F.476704 ' B4 • 'Fs��,`''-.,•� GANG-NAIL COMPONENTS INC. 8375 SULTANA AVE. FONTANA CA 92335 11jj Tua Feb 28 13:51:04 PC: 1989 n182 /usr/eek/e4767b �A1L. `{// CA Tue Feb 28 14:15:46 PST 1989 n182 /usr/ack/e4767b4 'CAJT TYKI( M IsN Y N IMrioul C H O R D S MA1IDMPN N E B S CHMS sin LGBES DESCRIPTION DESIGN CRITERIA CJ -T1'lL�t N LEE Y X IMBBESI C N 0 R D f MAXIMUM IN{S S CNORDE slit LGBER DESCRIPTION DESIGN CRITESIA j; MNBR FORCE HOR DISP SLOPE/12 LOW UMEPAC.MMNH FORCE NBBR POFCE NOR DISP SLOPE/17 LOAD UNMAC. HIGHER rORCE 1 NL01 CW70 3.0%9.0 PR-TO ILSS) ►T-IN-SX DEPTH IN IPLP) LENGTH FR-TO 11E51 1-3 IS 4 RSHI{5or-I.St S.P.P. TOP CH. Lin I( !Sr 1 CRII GRA20 2.01 2.1 FR-TO ILASI FT-IN-SY DEPTH IN IPLF) LENGTH fR-TO LIES) 1-I IX 7 STANDARD D.►.L. TOP Co. Lin Is EST 14 } IMO)6W}0 7.0%/.5 7-S 7X{ MfRISOOF-I./E S.". DU 1/ PSr }C002 CW70/.OX 5.6 7-1 7X/ NSRI{S01-I.SI f.►./. Dlr 14 PAT t 7 EN}1 GW70[.OY f.s 1-} 701/C 7-0-0 1.000 f0.0 0.0 2-f f{f S-( }X 1 STNIM=D.F.L. DOT CN, Lt. 0 NF )1002 GRUB).OX/.5 1-} 1017C 0-0-0 II.S20 D 0.0 /.5 2-10 17S7T 1-( IS 1 Nf ROOF-I.fE S.P.P. DOT GI. LIr 0 Pat 1 IMO7 GNA70 I.OY 7.f }-1 171sc 7-0-0 1.000 {0.0 0.0 7-S 7S7C f-1 7N 1 MSRI{SOP-1.Si f.l.t. Dlr 7 PSr 1 BN21 CRA}0 3.OX 6.1 7-] 1/11C 1-f-0 1.000 {0.0 0.0 ]-10 }SAC (-7 IX 7 STANDARD D.I.L. Dir 7 PSP S CAN CRAIG},OY 7.1 1-1 2111E 5-11-11 0.000 IS0.0 1.1 1-1 1{T TOTAAL WAD•71 PAT S ENO)CRA70].0%f.0 7-1 17(1C 7-0-0 1.000 {0.0 0.0 ]-f 7SC 7-1 IS 1 NSAI{SOP-1.F. S.E.F. TOTAL I1DAD•)7 !N f CA07 0W10 I.OX 5.It 1-S 0 5-11-17 It IS0.0 i.o 1-1 IIfT Ntff 7X I fiMDARD D.F.L. f CRII GYA70 I.OY},S 1-S 1{7fC S-ll-l7 0.000 IS0.0 7.S 1-f stt 1 11111 GMAIO 7.DX 1.S S-[ 171E 0-0-0 -Sf.A00 D 0.0 {.0 1-7 •}T 7-f }-S )-S 1-• 1-7 !PACING•71 IE. C/C 1 7 CEO}GNA}0).0%S.i S-1 0 S-II-17 0.000 130.0 {.0 S-f 717T RES 7X 1 00.1 D.I.L. !!ACING 14 IN.G/C Y S IN01 GNA}0].0%l.f {-7 IOIOT 5-11-12 0.000 14.0 10.0 1-{ II{SC NE 9 }%1 STANDARD D.►.L. S IM11 GMA}0 1.OX 3.1 (-7 137E 0-0-0 -(0.f11 0 0.0 i.0 S-S SIT 1-I0 1 IN11 GRA}0 7.0X 72.1 7-1 1110T 5-11-1} 0.000 I1.0 lO.O 1-s INPUT DErL. L/710 y f I903 CRAIG 3.OY 7.9 7-1 II36T 5-I1-12 0.000 14.0 10.0 S-7 IES9C NESs 7X 3 STANDARD D.r.L. INPUT NFL. L/710 0-f I933T 7-O-0 0.000 14.0 10.0 / 10 IN02 GHA70 I.OY 7.f S-0 1436T 5-11-12 0.000 14.0 10.0 7-10 3-t 1-9 S-1 S-1 SPLICES 1-I }f]IT 7-0-0 0.000 14.0 10.0 INCRMASit IFEf CENT? 1-10 1749T 7-0-0 0.000 1A.0 10.0 WEBS IN s N0.1 D.F.L. INCREA RS(PU CEP) - ..y. 7-1 SPIO GMA70 3.01 S.{ LISOtR-IS MAIN I5 SPLICES 10-I 0 -{-0 0.000 I1.0 10.0 S-7 LIME-IS MAIL.IS HAS. POPLIN SPACII- 0.0 FT. E1X.UMARACBD SM.CN. LEN.•10.0 Ft. TCS LSY 0 BCH W 0 E-9 SPIO GM20}.51 4.5 TCH NEW IS HIGH� 0 THIS TRUSS HAS BEEN CHECESD POR 10.0 PA'•••PLYN000 SHIATN7Nr1 REQUIRED ON TOP CHORD••• MAX. POPLIN SPACE- 0.0►f. MAX. UNWACES EM.CH. LEN.-10.0►T. NOTION CHORD LIVE LOAD. IXI UIEHAL!EACH ROD AT 7.1 FT O.C.HELBER 1-S) WHEN NOT SHMATIIES O NAIL VALOIf IPIII EST "IS TRUSS HAS BEEN CHECKED FOR 10.0 FEE...FLYM000 SNEATNINC REQUIRED ON TOP CHORD••• MAIL VALOU(rSI$EST I. 0 1-1%1 EAT. SPIKE READ.AT 1/}MEN.NBES 7-S 1-( CHORDS RES BOTTOM CHORD LIVE LOAD. O 1%1 LATERAL BEACH MOD AT 2.0 FT O.C.O MSER 1-61 NHSN NOT SHEATHED 1> CNOROf an MAX NI■ HAS RATE DESIGN SPECS.ACCORDING TO VNIPORN ROE: LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBER! GMA70 ITS ff 170 117 HOTS: LATERAL DRACBS ARID PURLINS INDICATED FOR TRUSS MBMZRS CNAtO 135 N11 130!13 Bul La ING COPE,lf/5 ARs PSWIP20 TO REDUCE BUCKLING LENGTH OF MNBER, AND SHOULD DESIGN SPECS. ACCORDING TO UNIPORM ARS PRWIfEO TO REDUCIS DUCKLING LENGTH OF MtIBBE,AND SHOULD ' FABRICATION INSPECTION TO MA PROVIDED ES MANED TO TRUSS KIBLRS KITH MINIMIN Or 1-NOD COMMON win BUILDING CODE,1915 S[HAIRED TO TRUSS MEMBERS WITH MIMIMUI OF MDo COMIOM NiRs i IAN KRCTION 75.17311A) DEC STANDARD 75-17 MAIW. PROVISIONS HURT SB WRDE AT ENDS ON XP19CIPIBD INTERVALS I FABRICATION INSPECTION 10 NL PROVIDED NAILf.IROVISIONS MJST fE WAD{AT EMH OR i2-lirtco wml NINE • /7 x CONNECTOR rLA7Ttf IN ACCORDANCE NI7N}COP TO RESTRAIN OR ANCHOR LATERAL 3RACIHC.PY OTHERS. IAN SECTION 2S.17391A1 DEC STANDARD I5-17 TO RESTRAIN OR ANCHOR LATERAL SMCING. BY OTHERS. TRV t t •/1 'I REPORTS 1321 AND/OP NHS IS JV LJ CONNECTOR PLATES IN ACCORDANCE NITN ICED yEXPORTS 1]29 AND/Olt 1615 Gmoeq T UJ•1 t - G/QOE,c T U.fJ B < C V//VGLE MEM6E.P JINGLE /yieMBER (CARRIES cow`rtLtoN .PgPTty4 F.�A.NING) ""� G�.GEJ Coh•MoN tP.IFTE.(/CC•iM/NQ) / ��QgpFESSIp, \ OOaf c0n ExTENO ToAe cNo4'D F R BS' 9 'B(.' �Q Cli 6. 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