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HomeMy WebLinkAboutTRUSS - 04-00108 - 1005 Westwood Drive - New SFRJob Truss Truss Type Qty Py IF/N/A 11111 DG (ID) H F3073 D3 ROOF TRUSS 1 1 STOCK COMPONENTS-[F. Idahn Falls In aAAn'A nenl Job Reference (optional) -- — --r ---� •••• • •••• •••••.•.,...v.a, ..w. ...� ,VWV a a IL.J-T.LL LVVJ rduf3 1 6-3-4 12-0-0 18-4-8 24-9-0 29-7-4 34-9-0 6-3-4 6-8-12 6-4-8 6-4-8 4-10-4 5-1-12 Scale=1.59.8 4x4 = 3 US = 4 12 11 10 9 8 US 5x10 = 1.5x4 11 5x10 - US _ 2-2-12 12-0-0 18-4-8 24-9-0 34-9-0 2-2-12 9-9-4 6-4-8 6-4-8 10-0-0 LOADING (psf) SPACING 2-0-0 CSl DEFL in (loc) I/defl Ud TCLL 35.0 Plates Increase 1.15 TC 0.94 Vert(LL) -0.3211-12 >999 240 TCDL 8.0 Lumber Increase 1.15 BC 0.98 Vert(TL) -0.58 11-12 >672 180 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.12 8 n/a n/a BCDL 8.0 Code IRC2000/ANSI95 (Simplified) LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E *Except* TOP CHORD T2 2 X 4 DF 240OF 2.0E BOT CHORD BOT CHORD 2 X 4 SPF No.2 *Except* B2 2 X 4 SPF 1650F 1.5E WEBS WEBS 2 X 4 SPF Stud/Std "Except" W1 2 X 4 SPF No.2 REACTIONS (lb/size) 12=1874/0-5-8, 8=1656/Mechanical Max Horz 12=84(load case 7) Max Upliftl2=-90(load case 7). 8=-70(load case 8) Max Grav 12=2557(load case 2), 8=2242(load case 3) PLATES GRIP M1120 197/144 Weight:151 lb Sheathed or 2-9-7 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-2-9 oc bracing: 1-12. 1 Row at midpt 4-11. 4-9, 2-12 2 Rows at 1/3 pts 6-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-110/933, 2-3=-2764/123, 3-4=-2483/139, 4-5=-2489/139, 5-6=-2769/127, 6-7=-0/39, 7-8=-323/65 BOT CHORD 1-12=-833/143, 11-12=-152/2429, 10-11=-104/2842, 9-10=-104/2842, 8-9=-87/2527 WEBS 2-11=0/441, 3-11=0/591, 4-11=-978/81, 4-10=0/230, 4-9=-983/82, 5-9.=0/587, 6-9=-47/366, 2-12=-4086/245, 6-8=-3126/108 NOTES 1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.8psf; BCDL=4.8psf; Category 11; Exp C; enclosed; MWFRS interior zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-98; Pf=35.0 psf (roof snow); Exp C; Fully Exp. 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 12 and 70 lb uplift at joint 8. LOAD CASE(S) Standard