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HomeMy WebLinkAbout31513 Canyon View tr 20705 trussFRIFDMAN TRACT #20 705 PC# 92 -230 0/6 PC# 92-231 & 232 LlJHonApr1320:10:99 PDT 1992 GN163: /DSR /J1L /iG51; Y -- s R0 VVU M M PPOIr 99LR DISP ssLOPL/1} LLOAD FFD lC:F7 QQ P /AF Y!l/3F CSI UU7. rps M yyD Y FA -70 GG2S) ! 7 -I/-S2 - IMM IR ( PIF) PPSI PSI WW. 1 cm M20 3.CK 4.0 C 1- 2 66SC 0 C 1 0 R 2 1. 0.0 22134 750 00.00 0.03 00.00 0.03 66.0 2 CR21 M20 2.DX 3.0 1 2- 3 00 22- 4- 6 55.000 440.0 22275 1275 00.90 0.00 00.31 0.31 00.0 3 I002 M20 3.2X 4.0 2 3- 4 77290 66- 2 -10 55.000 440.0 22300 1416 00.90 0.09 00.32 0.42 00.0 4 F912 M20 4. OX 5.0 3 4- 5 111190 66- 2 -10 - 3.000 66C.0 22375 1650 00.90 0.13 00.39 0.32 00.0 S 1911 M20 2. OX 3.0 4 S- 6 113490 66 -IC- 4 - 5.000 660.0 2237S 16SO 00.50 0.16 00.39 0.54 00.0 6 3141 1120 3. ox 5.0 S 6- 1 1124ST 99 -12- 4 00.010 114.0 22375 1275 11.00 0.19 00.21 0.39 110.0 7 IS02 M20 5. ox 6.0 2.75 6 7- 9 7720E 11- 3- 7 00.000 114.0 22373 1275 11.00 0.11 00. -_ 0.31 110.0 0 1002 M20 3.0X 4.0 7 9- 1 5562T 44- 5- 4 00.000 114.0 22375 1275 11.00 0.09 00.16 0.24 110.0 BUSS CHEMD FrA A 10.0 PSF DOT- CH. LL AA E D S 1030 652 oo.t>J 0.39 00.09 0.36 33.71- 3 ttax 1 1000 594 00.00 0.09 00.00 0.09 11.5 DLsI= SPECS. ACCORDING TO UIC 1966 44- 9 IIOC 11009 234 00.09 0.09 00.00 0.09 66.9 FAIRICAT200 IMSFECTIOM TO n PWMED 44- 7 SSIST 1 1000 669 00.00 0.14 MMe 0.14 33.5 IM StM UM 25.1:44 MC STJNi#M 25 -17 55- 7 3342C 1 COMECTQI PUTES I3 ACCORDAMCR WITH MAX. PORLIM SlJtt?r' 0.0 FF7. 1030 OOPCHORD 1107.08. LPJt.- 10.0 FF7. ICDO REPORT 4 1325 AN OA 1591 M S g1DSS MG jr RUCT I9 -SX 1 102 3- / 6 s02 3- 0 C2h1/1ER- 0-1/0 HEEL - 4/16 p • 7 • w 3 w n7MOOD 26076: UTEML VPACES AM PDRLI7LS I01CAM FOR TRUSS PAM M AM RLOOIREA TO 1990= DDC UAG LLKTM Cr WJilx, AM S60DLD u oil" ?o TRUSS Mm" KITI HIPIM M OP 2-!OD c0111DM MI7a RAILS. PIXMSTWS MOST BR MADS AT ERRS CR SPECIFIED IM71MUS TO FiSTAMP OR AMCfw'1M UTMkhL 9AACIM6. By OTH6R5. t 2- h C30M SIZZ LMOM DLSCMFTIOM DLSIC7 CAITLRIR 1-2 2X 3 M0.3 D.F.L. 70F Cu. LL- IC !St 2- 4 2X 4 MSR165OF -1.33 S.F.F. DIL- 14 PSF 4- 6 2X 4 mm isor -1.59 S.P.F. LOT C8. LIP O PW 6- 1 2Y 1 MSRI4SOF -1.34 S.F.F. 20771 ].OAD- 37 PS? A11 4ED5 2X 3 MD.3 D.F.L. Cow= nIS TRUSS 13 DESIQ7M TO St>pPIDZ7 VERTICAL SPACIM- 21 III. C/C UAW AS DET&11I16ED sT 078LMS An SDOSII OM I4D LISTIM. YRICATIOM W L0DIR, IPO DEL. L/210 DUUtCTIOM LUGM7I00S. "AIIIN II.nws, IMO W.CIRG OR 07M LATERAL "win URT IMC•"Mas=a C9s7) IS AMTS R7 2 MD, IS PPS RjjpWISILITT LWMop- 25 RMIP 25 Of 789 FROJI= Artcai cr OR MUM. TCM L6- IS DCM I.S. 15 MAIL VALDM(PS1) QOSS Ml IIS um I" 1r1M MAX 1QM kao 249 110 141 119 e Y use MMFONMRS. mm 7- 0 - i 13- 1- 0 i'J L i 21- 9- 0 - -- l.r w sq am M 6dep• A ANT: RE-AD ALL N OTES ON THIS DRA S- f- 7 14 4 t 3Al0t1•! OCl11PAitE l7Yf1 pJC. QAM AM 1311I3R aom lxc i r ee. 94 p • 7 • w 3 w n7MOOD 26076: UTEML VPACES AM PDRLI7LS I01CAM FOR TRUSS PAM M AM RLOOIREA TO 1990= DDC UAG LLKTM Cr WJilx, AM S60DLD u oil" ?o TRUSS Mm" KITI HIPIM M OP 2-!OD c0111DM MI7a RAILS. PIXMSTWS MOST BR MADS AT ERRS CR SPECIFIED IM71MUS TO FiSTAMP OR AMCfw'1M UTMkhL 9AACIM6. By OTH6R5. t 2- h C30M SIZZ LMOM DLSCMFTIOM DLSIC7 CAITLRIR 1-2 2X 3 M0.3 D.F.L. 70F Cu. LL- IC !St 2- 4 2X 4 MSR165OF -1.33 S.F.F. DIL- 14 PSF 4- 6 2X 4 mm isor -1.59 S.P.F. LOT C8. LIP O PW 6- 1 2Y 1 MSRI4SOF -1.34 S.F.F. 20771 ].OAD- 37 PS? A11 4ED5 2X 3 MD.3 D.F.L. Cow= nIS TRUSS 13 DESIQ7M TO St>pPIDZ7 VERTICAL SPACIM- 21 III. C/C UAW AS DET&11I16ED sT 078LMS An SDOSII OM I4D LISTIM. YRICATIOM W L0DIR, IPO DEL. L/210 DUUtCTIOM LUGM7I00S. "AIIIN II.nws, IMO W.CIRG OR 07M LATERAL "win URT IMC•"Mas=a C9s7) IS AMTS R7 2 MD, IS PPS RjjpWISILITT LWMop- 25 RMIP 25 Of 789 FROJI= Artcai cr OR MUM. TCM L6- IS DCM I.S. 15 MAIL VALDM(PS1) QOSS Ml IIS um I" 1r1M MAX 1QM kao 249 110 141 119 e Y use MMFONMRS. mm 7- 0 - i 13- 1- 0 i'J L i 21- 9- 0 - -- l.r w sq am M 6dep• A ANT: RE-AD ALL N OTES ON THIS DRA S- f- 7 14 4 t 3Al0t1•! OCl11PAitE l7Yf1 pJC. QAM AM 1311I3R aom lxc i r ee. 94 e Y use MMFONMRS. mm 7- 0 - i 13- 1- 0 i'J Li 21- 9- 0 - -- l.r w sq am M 6dep• A ANT: RE-AD ALL NOTES ON THIS DRA S- f- 7 14 4 t 3Al0t1•! OCl11PAitE l7Yf1 pJC. QAM AM 1311I3R aom lxc i r ee. 94 X Mon Apr 13 15:18:58 PDT 1992 G11163: 173SR/AL /Mlk Jr TTPL 1 =1 T X L"00M MOOR FORCE DOA DISP STOPS /12 LORD FN FC:IT 0 P /AF VM/2F CSI IAT. 7 1070 3- 6 FR-TO (LBS) FT -II -SE Mm ID (PIF) PS1 PSI CAM=- 0 -2/8 HEEL-I,- 9NC. 1 RLO1 M20 S." 4.0 0.225 C 8 0 R D S MAX. 2 Iint M20 2.OX 3.0 1- 2 3461C 4- 0- 0 5.000 60.0 2063 1450 0.90 0.60 0.13 0.53 0.0 3 X111 M20 6.0E 7.0 3.25 3.50( 2- 1) 2- 3 3180C 4- D- 0 5.000 60.0 2063 1650 0.90 C.37 0.15 0.49 0.0 4 I102 9120 7.0E 4.0 2.501 4- Of 3- 4 2995C 5- 1- 0 0.000 66.0 1909 1516 0.90 0.30 0.55 0.93 3.0 S 1211 720 4.011 4.0 3.25 2.001 S- 6) 4- S 19i0C 5- 1- 0 0.00O 64.0 1820 IS%$ 0.90 0.24 0.53 0.77 3.7 5 CROP 920 5.01 6.0 1.50 5- 6 20t9C 3- 6- 0 -5.000 60.0 2021 3nS 0.95 0.25 0.16 0.41 0.0 7 CR31 720 3.0% 4.0 6- 7 1772C 0- 0- 0 - 22.500 D 0.0 750 1156 0.00 0.20 0.00 0.20 4.6 I 1103 120 4.0E 8.0 1.50 2.25( 4- 0) 7- 6 0 3•• 6- 0 0.000 26.0 3000 2406 1.00 6.00 0.30 0.36 10.0 9 I903 1010 5.cE t.0 3.S0 6- 9 2641T 10- 2- 0 0.000 26.0 '14M 2406 1.00 0.22 Oat 0.41 10.0 1- I 3194T 6- 0- 0 0.000 28.0 3000 2406 1.00 0.25 0.36 0.44 10.0 TR7ss CHECEED FOR A 10.0 ?sF SOP. Co. LL N 6 D S IRM .WL. L/240 2- f 7100 1000 541 0.90 0.13 0.00 0.12 0.1 IwTa%TS(PER CENT) 3- 9 241T 3000 594 0.00 0.12 0.00 0.12 3.1 DESIGN SPECS. ACCORDING TO ADC 1958 4- 9 279T 1900 594 0.00 0.06 0.06 0.06 5.9 RA3RICATION INSPECTION m m PROn= 4- 1 10430 1000 323 0.00 0.91 0.00 0.21 5.0 IM StMOV 25.1744 DBC SW7X;AAD 25-17 5- 6 1342. 1060 706 0.00 0.05 0.10 0.05 3.0 CORRECTOR PLa126 .1 ACCCRDAnu wiis 6- 6 2114T 1000 594 0.00 0.95 0.00 0.95 3.6 IC60 REP= 0 1329 AND /OR 1501 PFQMZ FOR 1075.0 LSS ROXZORTAL ALWTIC41 AT JOINT- 1 0 PREVENT P0"IIG PWIIDE ADEM7Z M20 149 110 148 116 DRAINAGE. MAX. P0RLI1 SPACE- 0.0 FT. , MAX. OIOMIACED NOT.C3. L61.- 4.3 FT. Pamcm SEEATHI.56 ArmIRED on TOP CHORD ••• 1114 IAIUJ% BRACE X)c AT 3.0 F7 O.C. ramR 3- S) WnR1 NOT SEEAI3ED NOTS: IATEAAL BRAS 1:1D PaRUNS, IIAICA'= FM TRWiS M= US An UMIR1O1 TO RUM NDCELIAG LEIIGIN OP MEM142. I= SRO MD NE IAIW To 7AOSS M dkM 1ITN MINIMUM OF 2 -100 CJIPR37 NINE PAINS. PWaSION3 NEST BE MARS AT BNOS OM SPNCIFIPA a':".LRVALS IO RESTWX oR ANCOOR LITERAL BRACING. 97 OTHERS. GROSS ERG JT REACT IN-ST 1 1556 3- 1 C10RDs 7 1070 3- 6 LLMUM DSSCRiPTICM CAM=- 0 -2/8 HEEL-I,- 4/'46 Truss: K OfESsIp, p 1 2E 4 MSRIGSOF -I.50 S.P.F. Top Ca. Lt. 14 'PSr 3 640 il• 7ywpR JM dmry COW LOAD C10RDs ST_2E LLMUM DSSCRiPTICM DESIGN CRIMMIA JT I.BS 1- 3 2E 4 MSRIGSOF -I.50 S.P.F. Top Ca. Lt. 14 'PSr 3 640 3- S 2E 4 NSR1iSOF -1. St R.P.F. DL- 14 PSF 5 460 5- 6 2E 4 7W111450F -1.59 S.P.F. PIT Co. Itr 0 PST 6- 7 2E 4 SrANDRRD D.F.L. DL- 7 PSY 7- 1 211 4 MZU400F -2.0 S.P.F. TOM LOAD- 37 PSF AID. WEBS 2E 3 910.3 D.P.L. COMH= SPACIAG- 24 Id. C/C IRM .WL. L/240 IwTa%TS(PER CENT) LOWER- 25 YAIIr 25 TCH I.S. 0 309 LS- 0 WAIL VAUNS(PSI) O4Kr.5S CEMS 1EBS MAX YIN MAX WIN M20 149 110 148 116 Tmft awa 01YT A'u us b a- a- 0 lo- 2- 0 3- c- 0 --/ 19 ya«f.r*0 fl r 6Yve6n,,rr READ ALL. I t^ 9 -xl f 1 ON THIS D RA WING4 k* " 2 GiM34MLCOMFONENTS,INC, SM 64dwn Avmw vat.:.mn wi AM as 39.1992 . coos: VBC 19 -74 L Mon Apr 13 19:59:00 PDT 3992 GN153: JUSR /AL /10511 Jr TYPE W LEN Y X ummoER) PORM NOR DISP 3140OW12 LOAD M FC:rT Q P /AF VW/ZT CS; LAT. JT REACT IN-Sx FA-To MASI PT -IN -SX am IN (PIE) PSI PSI 1 1925 3- 9 BAG. 1 mix M20 5. Ox 6.0 C R O W D S CAM8110. 0 -1 /0 MAX. 2 (M 120 4. OX 5.0 1.50 3.00( 1- 2) 1- 2 SSSW D- D- 0 26.563 0 C.0 1563 1313 0.00 0.14 0.00 0.14 6.0 3 ISA12 120 5.OX 6.0 3.25 1.5C( 2- 31 2- 3 1937:. 4- 6- 4 5.000 69.0 1935 1556 0.95 0.22 0.32 0.55 0.0 4 LN /1 I20 4.01 6.0 3.25 1.509 4- 5) 3- 4 16%C 7- 1- 6 0.000 64.0 2677 1597 0.95 0.20 O.SS X1.76 4.5 5 0002 120 1.07 5.0 1.50 2.751 5- 61 4- S 1137C 4- 6- 9 -5.000 69.0 1535 1556 0.95 0.22 0.32 0.55 0.0 6 Call N20 3. OX 4.0 5- 6 1534C 0- 0- 2 - 26.563 D 0.0 750 1156 0.0,7 0.25 0.00 0.25 4.9 7 :0'03 I20 4. OX 9.0 2.501 3- 71 6- 7 0 4- 6- 2 0.000 1!5.0 2063 1275 1.00 0.00 0.57 0.57 10.0 9 1502 N20 4. OX 5.0 1.75( 3- 9) 7- 9 1694T 7- 1- 0 0.900 145.0 2063 1275 1.00 0.16 C.57 0.73 10.0 INOMLSXS an CEA77 9- 1 0 4- 6- 9 0.000 145.0 2CLi 1275 1.90 0.00 0.57 0.57 10.0 BUSS CRECICLD FOR A 10.0 ?SF BUT. CN. LL W E D S TCB LB+ i DCN 19- 0 DEFI=lcW L11Qvcre", FRAM W N3TS00s, 2- 9 1927T 1000 594 0.00 0.92 0.00 0.82 4.9 303L VALIMS(PSI1 6DASS 3- 9 131T 2000 594 0.00 0.06 9.00 0.06 1.7 DESIAM SPECS. ACCORDING TO UNC 1966 3- 7 0 750 439 0.00 0.00 0.00 0.00 0.0 rADNICATION Iwt%rTIoW To Br PROVIDED 4- 7 131T 5000 594 0.00 0.0: 0.00 0.06 3.7 IAN SUMIOW 25.1744 UBC STAN7ARD 25 -17 S- 7 19271 1000 594 0.00 0.92 0.00 0.62 4.9 CDWM.'TM PLATES IN ACCOROANCL WITS ICSO REPORT 9 1329 AND /OR 3591 PROMS POR 3700.0 LDS DCILIVWM REMSION AT JOINT- 1 TO PREVENT PO(DING PROVIDE ADLOOATE mr. PUKLII SPACE- 0.0 FT. . KAX. WX0RA= NOT.CN. LEN.- 4.1 FT. CRAI:.'+.GB. PL7400D SAZAIRING rimyLD Go TOP CN06m • 1x4 LATERAL BRACE pm AT 4.S FT O.C. Qa3mRRA 3- 4) WHEN Mar SHEATHED DESIGNZD FOR VORTICAL MAUS 1 -1X6 IAT. BRCS FAW. AT 1/2 LEI. VOA 3- 7 ONLY. LATERAL maILITY (W GIFDLP TRUSS TO DE PROVIDED IT NCTL: LATERAL BRACES AND rMINS INDICATED FOR TRUSS XLHbtRS PT-03" E!>;' MEA OR. ARCHITECT AM ALOOF -20 20 REMM -- 7CSLINC LERGTW Or WDOIR, AND SBOOID IS WATLED TO TRUSS 11LIWLRS W/T6 NIVION 4' 2 -10D CM= WIRE FAILS. TF0V1S1JN5 MUST U BADS AT LIDS OR SPECIFIED INTEKJALS TO RESTRAIN OR ANCHOR IATERM, BRACING. MY 017IERS. GROSS RRG Coons SIZB Limo DLsm"I0s JT REACT IN-Sx JT LDS 1 1925 3- 9 6 19:5 3- S 1- 2 2x 6 10.2 D.P.L. CAM8110. 0 -1 /0 3 203 1- 3 2X J mm 6SOF -1.$1 S.P.F. DL- 14 FS? euss: L Plan: 3 -A 3 -t5 0 13 0 C Cow I'm Coons SIZB Limo DLsm"I0s DZSICW CS IMI* JT LDS 1- 2 2x 6 10.2 D.P.L. Tw CB. LL- 20 TSP 3 203 1- 3 2X J mm 6SOF -1.$1 S.P.F. DL- 14 FS? 4 203 3- 4 21 • MSR2400F -2.06 S.P.P. NOT ca. LL- 0 PSP 4- S 2X 4 9L¢N165GP -1.m S.F.P. DL- 7 Pfr 5- 6 2x 4 S:AIW" D.T.L. TOV61, LORD• 41 !Eat' 6- 1 2x 6 tt4A1650F - =.SE S.P.r. WLDS 21 3 NO.) D.F.L. CCdN= SPACING,- 24 19. VC 2- 4 3- 9 0- 1 5- 1 SPAN CRXXIED- 4- 0- 0 (DB1 HENS 2x 4 S17lMM D.F.L. 3- 7 Ii?O! Vr6n. L/240 mis TDr.1 is Dtsll;m To SUPPORT ++zx ICAL INOMLSXS an CEA77 LCQDS AS DEmmum BY umm Aim Slim as lzmzlp 2.4 NAIL- 25 IRO! IJ I w;. VSASrICATIOW OF ImIllm, TCB LB+ i DCN 19- 0 DEFI=lcW L11Qvcre", FRAM W N3TS00s, WIND SAA_TOG OR OTU R IATLRU BRAKING THAT 303L VALIMS(PSI1 6DASS is AL:(AYS RLOOI11E0, 1S TU( RSSPCWSIDILITY CBCRDS mm CF THS PROJECT ARCHITECT OR nonOtii(. TAX IQW NAX URN mg 142 130 149 110 44$ji triUS bleuaEb Ca4! ,11T ODApOVIFMA 4- 4^ • ----- (-i- 7- 1- o - 6. S ....... L'_ I D a 16- 2- 0 VA a"~ 4 rAmWR.• rl rN '.--- .Ib e li fa i IIM NMRR Mrw~ M Jw1r a.7 waRWR( IMCw ANT: READ ALL NOTES ON THIS DRAWING 1- 6 -15 Foo SA m IR am ft"m m4) DITE:47A 19,19tlt WL OOOE: Doc N Mon Apr 13 22.30:CD PDT 1992 GN163: /USR /AL• /1051s Jr TYPS N I" • -7 •••• -Z DaNVPo NEWR FORCS NOR DISP SlVPV12 LORD FS PC:FT 0 P /AF'.WZF CSI U.T. 1- 2 21 4 STIJNDAIID D.F.L. FR-10 (LSS) FT -IN -SS DEPTS 1: (Plr1 PSI PSI 2- 3 21[ 4 Mtln6SOF -l.St S.T.F. WIC. 1 CR31 1120 2.OS 3.0 C- 0 R D S 4- S 2S 4 STXVDAPD D.T.L. MX. 2 0102 1'20 3.Ot 4.0 1- 2 522C D- 0- 0 22.:00 D C.0 044 I1S4 ].00 0.00 0.00 0.09 6.0 3 Ftll M20 4.01 5.0 a- 3 4020 2- 1- 0 5.000 CO.0 2261 900 0.55 0.10 0.74 0.06 0.0 4 CD02 4120 3.0\ 4.0 3- 4 422E 0- 1- 0 -5.000 60.0 2203 500 0.55 4.10 0.76 0.26 0.0 S CRI2 PUD 2.0% 3.0 4- S 5220 0- 0- 0 - 22.500 D 0.0 044 1156 D.CO 0.00 0.00 0.00 6.0 6 1"3 M20 3.01 0.0 S- 6 0 2- 1- 0 0.400 14.0 2375 1275 1.00 0.00 0.15 0.10 50.0 6- 1 0 C- 1- 0 0.000 14.0 2373 1275 1.00 0.00 0.15 0.19 10.0 TACSS CnCKED FOR A 10.0 PST SOT. CA. LL N L D S M20 149 110 242 119 To rLe 6 456T LOW 504 0.00 0.20 0.00 0.2E 2.3 3- 6 97C 1000 400 0.00 0.07 0.0 0.07 5.2 DESIGN SPECS. AC:OPDIMG TO DSC if04 4- 6 456T 1000 554 0.00 0.20 0.00 0.20 0.3 FAS+AICATIOP lVW=TIOR 70 PR PMMDJ2) ZAN SECTI(R 25.1:44 CSC STPJCA.T.D 25-17 MRS. PURLIP SPACE- 0.0 FT. , 1W1S. UFJLACZD WT-CM. LEX.- 10.0 FT. COOMICTOR P2AT62 IN ACCCRDRPCX WITH PLYWOOD SmTdING RLMIFU 00 TOP Cw" "• ICSO REPORT 4 1320 A3M/OR 1551 PORE: LA_tFAL SRAM An POPLINS 11D1CA:to FUR TL0S5 1D:IDFRf AAS REQUIRED TO PZDCCZ SUML33C Umn OF )@3m t, AWD swma K RULED TO TRESS Pm"w" 912P 1Q:IZP11 or 2 -100 Ccmw NIAt PRAT. PROVISIONS MST LS MADE AT =2 OR SPLCIFIZD INTERVALS TO R4S2ARIN OP APMR LA=kAL SRACIDG. BY OTHERS. C Ci1CSS 9RG OZ RIACT IN-SE 1 S00 3- 2 s s52 3- 2 CAHRR- 0 -0 /8 REEL - 4 /fE 2- :- f Plan: " 2101$ chows SIZt lzmu D CSIPTI0N DESIGN cmiT m 1- 2 21 4 STIJNDAIID D.F.L. Tw CH. Lip 16 QSF 2- 3 21[ 4 Mtln6SOF -l.St S.T.F. SIP 14 Pir 3- 4 2X 4 NSRf6SOT -1.59 S.P_7. SOT CH. Lip 0 PST 4- S 2S 4 STXVDAPD D.T.L. Dip 7 PSF S- 1 21 4 AtSI isor -1.X S.P.T. TOTAL LC D- 3. PSF 1-'.L s..9s 21 3 aD.3 D.F.L. Comm SPACIP9. 20 IN. C/C TP;S TRUSS IS DLSIGiSD TO SUPPORT VZRIICAL LCADS AS DtMMIRLD U OTREAS AM SPOd9 05 ISM DLrw L/240 IMTf WSTIM. VILIFICATION Or 14ORDIM, DSFI now LINITATM -6, rawn 10;Tlm, INCLL11 zzamA awn WIND SPACIIIG OR 0TJR2 LRTERRL 3PACIP9 TUT LUMU10- 2S 10UL- 25 IT AIMAYS AtDOlmD, IS THt PSsrmis. -sal? CH L: 1S so LS- 15 or lit 774OJ;CT ARCHITICT or EN61NZat. l.7tIL VAIALSC":, 717SS cows Im NA3 1QN i6R1 JUN M20 149 110 242 119 To rLe trZDp7 y. G.N4X AC 1- 0 -- -- 30 5- 1- 0 -. 16- 2- 0 - . K ed 4100 09040M- a :r, OranOhN F@r air ti w •s i wM r w s Ncwr R r a'wMrr wrrs y AM If • Yr Y Yu Mw wM iMMMra ANT: READ ALL ,11ffOTiES ON THIS DAA T S- s -14 a Att. 00i~ENM INC. FentwW r mp.zs« OAMAPA 33.19" Job coolb obc 91 AC 24" u lion Apr 13 12:31:50 PDT 1992 GN163: /USRlRL /1051:x1 JT TM Y LEN T E C07JOPM M10991t TOOICZ 11CR OM SLOM /12 WAD F2) F3::FT 0 P /AF VPu Ir CSI CAT. SAG FR -TO cast rr -It -sZ OEM IN (PIF) PSI PSI RRC. 1 CA22 Pao t.OX S 0 1.50 2.25( 1- 2) C R O R D S 25.000 D 3- 6 2Z 6 165RI6JOF -2.0i S.P.F. 2 Cm M20Sao 6.OX 5.0 2- 3 11491C 11 1- 0 60.0 2777 1166 0.95 0 19 T.62 0.61 0.0 6 CR02 M20 3.OX 5.0 3- 6 11690 11- 1- 0 -5.000 W.0 2777 1166 0.95 0.19 0.62 0.61 0.0 5 CR13 0120 2.OX 3.0 6- S 9330 0- 0- 0 - 22.500 D 0.0 750 1156 0.00 0.15 0.00 0.15 6.0 6 I11O3 100 S. OX 6.0 2.25 1.50( 9- 6) 5- t 0 9- 1- 0 D. 000 119.6 2063 1275 1.00 0.00 0.75 0.751 10.0 dY'- 9173.. L/260 6- 1 0 h 1- 0 0.Wl 119.6 2061 1275 1.80 0.00 0.7S 0.75 10.0 TRUSS CRLO= FOR A 10.0 ?Sr WT. CN. LL uses 2063 7275 0.00 0.17 0.09 0.17 0.3 TCR Ls_ 0 u's LS- 0 2- i 11075 3- 6 4317 1000 S14 0.00 0.19 0.00 0_19 5.2 DCSIC11 SPECS. ACCORDING TO CDC ltd 6- 6 1107T 1000 596 0.00 0.50 0.00 0.50 6.3 FASRUXTIQI ISSF9MON TO U PROVIDED Plan- S O 169 110 149 69 JAW SLCTIOX 2S.1746 CDC STARDARD 25-17 PR(NID1 TOR 3700.0 LDS HORIZCMTAL REACTTOPI AT JOIUCT- 1 FONTANk OAUR COOKSCTOR PLATE! Is F._CORJARCI 11I78 ICRO MOAT 9 1329 ),666!OR ISM PCAW11 SPACE- 0.0 FT. MAX. MMORACRO DOT.CR. LEM.- 6.1 TT. PLYOM S112ATHI116 NLOOTDLA as TOP cam - DLSICNU. FCR VERTICAL LOALs I -1X6 CAT. RAKE REOD. AT 3/2 LIN. uses 2- 6 l- 6 ONLY. UTLRAL STASILITT OF 62RDSR TRUSS TO as P20VIM R7 1x076: SATCM AFACZS Ala PSlnM I1DICAUD M TRUSS 1IGM PROJECT E113IRLER OR ARMTECT Ass RECtIIm TO RIII,utZ 1=11AG IMIN Q M6I1 =. Am SDOWA u 31AI D TO D(D5S x9mm WITE MIXIMar of 2 -10D Cam= MAE MUL6. PROVISIon Mn a W,;)Z Al MCS OR S?$CIFIED IRTERYN.S TO RESTRAIs OR A11.MM LATIAAL zRMTM. by OMRS. GAJSS SAG i- 2 iZ 6 110.2 D.F.L. l 7r "ACT IN-SI 3- 6 2Z 6 165RI6JOF -2.0i S.P.F. an C8. Li- 0 rsr 1652 3- 9 5- 1 2Z 6 YSR1iSOT -1.52 S.P.F_ TOM LOAD' 17 PS.* s 165: a 2- 6 SPACT06. 24 M. :/C CAMJSSN- 0 -1 9 HESL + 6116 dY'- 9173.. L/260 DCAtASLS {TEA rXAM) 2- 2- rruss: TCR Ls_ 0 u's LS- 0 3012E VALCUMSI) 44E3 Cams ass I RM EMNJEO'RWIS TO BE USED W 11111 Pmt Par Plan- S O 169 110 149 69 @Y SAW -NAIL OOMFLWE=.M CXO= silt L,TEER DESCR1mWl MI011 CRITTJIIA i- 2 iZ 6 110.2 D.F.L. TOP CH, LL- It }g 3 2X 6 1,1SA2600F -2.06 E.P.F. DL- 16 P!/ 3- 6 2Z 6 165RI6JOF -2.0i S.P.F. an C8. Li- 0 rsr 6- S 2X 6 STAMr.MW D.T.L. OL_ 7 Pbv 5- 1 2Z 6 YSR1iSOT -1.52 S.P.F_ TOM LOAD' 17 PS.* ww 21 6 HSR1OOM.59 S.P.F. COMM 2- 6 SPACT06. 24 M. :/C nos 2X 3 110.3 D.F.L. SPAM ChMID- 6- y DOW 3- 6 - 6 dY'- 9173.. L/260 DCAtASLS {TEA rXAM) 3.maca• 23 "]1- 1s TCR Ls_ 0 u's LS- 0 3012E VALCUMSI) 44E3 Cams ass I RM EMNJEO'RWIS TO BE USED W 11111 Pmt Par tWLY FOR TRLME-,, MAWFACTUp.0 S O 169 110 149 69 @Y SAW -NAIL OOMFLWE=.M FONTANk OAUR P, a- 1- 0 -- El W% - r ww Mf v /w wNe'......- IMPORTANT: READ ALL D - D ON s- x -Is 6.iaaw QANO-MIL k. Vc NOR / Rf'M' •'f7mg0 QATiu AMR 19.2e •• f fig r N :as Apr 14 11:17:07 PDT 1992 GN163: /USR /t.L /1O51i Jr TITS E LE! Y I POO4:Ni rom row's am DIL+ SLOM12 lAAD FD FC.n D P /AF VX/SP CSI LAT. CHORDS SIZE LIX103N VESMPPiOi it -10 (LOS) FS -I)MSZ M:m is W13 "I PSI W.- 1 Call H211 4. OX 6.0 C S D it D a NA3. 1- 2 22 s 10.2 O.F.L. 2 CR02 1411) 4.01 :.0 1.50 1- 2 3%c 0- 0- 0 19.167 D 0.0 1623 1713 0.06 0.04 0.00 0.04 6.0 1- 3 2X 4 walf"r -1.59 S.P.P. 3 PDII 1)211 !.OX 5.0 2- 3 3490 6- 2- 0 5.030 WO 2326 1360 G." 0.05 0.43 0.45 0.0 3- 6 2X 4 s50r -1159 S P. F. 4 CN92 N20 3. OX 6.0 2.251 f,- S) 3- 4 3490 6- 2- 0 -5.006 60.0 2326 1360 0.95 0.05 0.63 0.46 0.0 4- 5 2X 4 TA1WiM D.T.L. 5 till 140 2. OX 3.0 4- 5 3940 0- 0- 0 - 29.167 D 0.0 844 1156 0.08 0.07 J1.00 0.07 6.0 5- 1 2X 4 16.6163:7 -1.5P S.P.P. 6 TA03 !120 :l. OR 5.0 5- 6 0 6- 2- 0 0.000 24.0 2315 1176 1.06 C.00 0.11 0.11 10.0 6- 1 0 6- 2- 0 0.000 14.0 2375 1275 1.00 0.00 0.11 0.11 10.0 ALL NSW it 3 10.3 D.Y.L. TAWS CIMCI.2n FOR A 10.0 PR' DOT. Ca. it H I as 2- s 352T 11+00 $14 0.00 0.1' 0.00 0.15 6.4 3- 4 44C 1040 594 0.00 0.04 0.00 0.04 4.2 DIS':GP SPZCS. ACC0MIX TO UDC 19U 4- 6 332T 200J 594 0.00 0.15 0.00 0.15 6.4 FAO:ICA7102 INOWMG( TO OR PTOVIDYD IAII SICTION 25.1146 DC STANDARD 25 -17 PaOVIDI MKWOPM AT IZARiNG JT- I FOR 465 263 D?LIYT USS VIC comm70E PLATES IN IICCOO "CE WITH PXW= AOCOOWS AT !ERRING JT- 5 FOR 465 IBIS OPLIPr ICOO REPORT t 2329 AWAA 1591 PROVIDI FOR 3103.0 11S Rt6t ZMrXL REAC710C AT JOUR- 1 A..Y OR, 901X. FZRLIR SPACE- 0.0 FT. IDLY. CRDWALF.D OOT.CE. L&K.- 3.9 M. ZSCATRING I= RAT 1/2 ON TOP S - DRAB FIQD. AT i/2 LEE. MLOS 2-•i t- i aF1 -lit RAT. t L%T. 0 NX`EI: 2ATFDAL Di9.CE8 An PMIRS INDICATED I0R TRUSS MEN EM rW- i /Are in FAWIARD TO kZDUCY DM=PG UPCTO Or NEMBIN. AND WVXQb as NAILED ID SRMS 1D'JlBCAS MITE 32KINN OF 2 -1OD COMM YIXR emu, !Kraal 6- 2- 0 - ---_>• SO NIST911TE t>!R A-C IAT6RAL DRACIHG `-: rm". n LJ GROSS ORG Jr REACT IR-S1 1 456 3- 8 5 456 3- 8 C1110e.'O 0-0/8 HEEL a 4126 Pruss: 23013 L.. I e 0 we -60 i4r7 ft" ww 01a.a r6 s w,wrwrrtw CAN THIS DRA a mcff CRITZRIA. ve Co. LIr is riR 010 li PSP DOT CO. LL- 0 PW Dip 7 PC TmL WAD. 37 PSP caNNOW SPACING- 2t Ill. C/C IMIV7 DZFL. L/240 INCRTAUSMR C=" LUMZX• 25 IOLIIr 25 TCO LS. 15 am LS. 15 AIL VALOIS(PSI) GR05s CHORDS I m NAX NTN XAX NIH 1120 149 110 146 Its J 4 -6 -1 jm OA%L' uc 14.19# 1 ..-. I OOf1Et me Lumber species used in manufacturing of trusses may be one of thi following: 1. Douclas Fir Larch DFL 2. Spruce Pine Fir SFr Please refer to UBC Tables No. 25 -A -1 and 25 -A -2 and UBC Standards Table No. 25 -17 -I. Design loads for trusses are as shown on Truss Engineering Drawings. Those loads should be reviewed by Project Architect /Engineer for adequacy. Addit.onal loading if segvared should be provided to Gang -Nail Components, Inc. in writing a minimum of 5 days prior to frabrication. Otherwise, will be deemed acceptable. If trusses are required to transfer any shear loads, those loads must be provided to Gang -Nail Components, Inc. in order for them to be included in the design of the trusses, a minimum of 5 days prior to fabrication. Bracing and crass bridging is not provided as part of truss package, however, it is the responsibility of Framing Contractor to adequately brace trusses per recommended Bracing Details. 17.31,93 23013 r r .i .b. 1• ==04rsrew s M o M6M ' M Vynr A i1. 1 Ne~ w&"'Vow rwa..+W IMPORTANT: REAP) ALL M O. 4 conircw wrrWV0V — GANG•NAII COMPONENTS, INC. rw t..o.7 rr.rw.rr.lw r N rwfw++w 7l rM %a M MM1 137$ SY111M AMifwN toe M r V.tir w "A Ica .ri w wr« F*Menr, C2FWVn r M36 a+s sf rrw.wrrM.ww. • re w M i w /hMr:i71a 677.500 loseM MWM riww • M 1p. iwM M' awA NSW rrq. .. • w , rw DATE: w r. deft a M rw w1 Ohl 4r» w I n Lei CODE: L4 /,r- ES ON THIS DRAWINGI I err. - — `•s TRUSS DRA WIN GS &LAYOUTS Sheets Thru (Layouts) Thru (Engineering) Prepared By . APPROVED City of Rake Vanore eeilu'ia9 dept. GANG - " 8375 Sultana Avenue Fontana, California 92335 Tel :(714)823 -9500 Fax :(714 )823 -8780 1 SAN' G -NAILO err Foil SllftWAL 710 A..A-- 13 TruLD, DEPT ICBQ Research Report No. 1329 ICBO Certified Inspection No. S Fabrication In Compliance With UBC 25-17.-. And mussonrE toLosAngelesCityResearchReportNo. 24928 & No. 24 1 TRUSSES USM Q 7 '3 c -CQ Gh • coNSULtNit Gang Nail Job Nurmbe r Customer _ R. v N l i U ' E Project Location tote:' Prior to exec in tar'=SeSr - read all 'tb * information oh inside of l ,:•. front,, end back covfkr3 for. s ; cial erection ti rec sa rendat3 oAS :• -_. - 1.= a.l._z_ ......_. _.., ...... ...., r .ts_o.:, ».... ,_:,:,a...a+7eK.a1..i.._ • " -.•: rw. .b4ti. A. Fie 2bDli IlloOV4 n• SOLID MOCKS VENT BLOCKS x;vG9 3=95 co 7" I b TTr ss!4 1 W 1- - ---X '&. A61— p 7,11uss ENQtNEEA ONLY FOR TR USSE s N,4,t com US!~ -. ckfi: PONENTi. Dic. 14, AC)OF, MATERIAL:— PITCHI LON 12 F;-: GA NO-MAIL,1.1-OMPONENTS.. INC. D r1k, HOMES z '/z I;. : # 7-0706) WN I , , TRUSS SPACING: 7- OX CENTER funloss Shown) Job N :; AK9 LlNFE I-A I-C 10 51R.ANG Th.L3; CUT rair: (7 lj! 0,1,0 E02 a (n4j aj-psof L X -.h 77 %jj*tt. awk$.. -,-VA wj Aevot I Fl9 fJ at> 45' 6p i Q SOLID M, I M ROOF NA:ERIAL: -E PITCH: f eN 12 VENT DWCKS TRUSS SPACING: __g& _01! CENTER (Unless Shown) 1tIaG" p:A 1t; OI RRJ4ltG TAILst 50!J6 !~ CVT 0 175757 N N N i 1s lyo z Iz rRUSS'1:' i f t1S5'F' . ffiuC rNGiT:F!:qj%,G i0 6c USED 7+ujUS &MNUFACTUF= FONUWA. FOIIAt ONFMS, GANG -NAIL COMPONENTS,d1MC. F! : D M A NOM E S d'ontuu, Glltornie 92335 1375. "tsn s Avenuo 5cT ` p1.AN 3olr,No rte• n, a3 -s 1 r.3 • plc azs -sa : I.AK eL51 NORr, ,A , Z- , ,Z. C - lC1 1 t :1CrE+s at . 74S! °+ 't!! R °txC r y, i a 4 1 80L" BLOCKS VEX! 3LOCKS XlDat ILMMS WAS,"-, ks j 7 f-- j I ius 1",e MAN 3 "A it OAb j` s c 411, erx 7" 77-11' 77 15'x, ` KU5slr KPIN ELps" ROOF TI L.' PITCH: Z_OW 12 SXT. GANG -NAIL COMPONENT TRUSS SPACING: Zi ON 17- 1 NT. 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