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HomeMy WebLinkAboutTruss SpecsQry 2 Pty T¡mberline ¡l Cabin .lob Reference loDtionallT1 I ruSS lruss rype coMMoN Joþ TS20518D DzzTijF-Bvdi62rA 8-6-0 4-7-12 4-+4 e.ooflt 3 2 1 J cl{ 1 II 4-7-12 Sæle = l:35.9 5 6 o N 'o-3-a Fdoel 17 O-7-2.Edoe Matdx-R cst. TC BC WB 0.26 0.35 0.11 in (loc) l/defl -0_04 8-9 >999 -0.o7 8-9 >999 0.04 7 nla L/d 240 180 nla DEFL. Vert(LL) Vert(CT) Horz(CT) SPACING- 2-O-o Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress lncr YES Code lRC2018/TP12014 LoADING(ps0 TCLL 75.0 (Roof Snow=75.0) PLATES MT2O GRIP 197 t144 TCDL BCLL BCDL 10.0 0.0 LUMBER- TOP CHORD 2x6 SPF I 650F 1 .5E BOT CHORD 2x4 SPF I 650F 1.5E WEBS 2x4 SPF 1650Fí.5E SLIDER Left 2xB SPF 1950F I .5E -ô 3-0-2, Right 2x8 SPF 1950F 'l .5E -ô 3-0-2 Weight: 103 lb FI = 20% Structural wood sheath¡ng directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. BRACING, TOP CHORD BOT CHORD REACTIONS, (lb/slze) 1=1710/0-5-8 (min. O-2-11),7=171010-5-8 (min.0-2-11) Max Horzl=-156(LC 8) Max Uplifi =-109(LC 12), 7=-109(LC 13) FORCES, (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when lholvn. -. . . TOpCHOFiD'1-2=-212,t¡ße,2-3=-1s07t160,3-4=-1779t245,4-5=-17791245,5-6=-1907i160,6-7=-2119h38 BOT CHORD 1 -9=-931 1 420, 8-9=0i1 075, 7 -8=-381 1 420 WEBS 4-8=-123t567,5-8=-439/197,4-9=J12y567,3-9=-4381196 NOTES- 1) Wnd: ASCE 7-16; Vult=11smph (3-second gust) Vasd=g1mph; TCDL=6.0psf' BCDL=6.0psf; h=25ft; Cat. ll; Exp C; Pr. Enclosed; MWFRS ' (envelope) and C-C Exterio(2) zône; cantilelerieft and rightexposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1 '00 plate grip DOL=1.00 2) TCLL: ASCE 7-16; pf=75.0 psf (Lum DOL=1.00 plate OOL=1.OO); ls=l.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=l'00; Ct=1.10 Sj This truss has been designed for a 1 0.0 psf bottom chord live load nonconcurrent with any other live loads. 4i pròvi¿e ;echanicat conñection (by otheis) of truss to bearing plate capable of withstand¡ng '109 lb upl¡ft at þint 1 a¡d I 09 lb upl¡ft at ioint 7. sj Tnis truss is designed in accordànce with ihe 201 I lnternationâl Residential Code sections R502.1 I .1 and R802.10.2 and referenced standard ANSI/TPI 1, LOAD CASE(S)Standard and required cross installed truss erection,n accordance with Stabilizer Job TS20518t) Truss r? 8-6-0 l russ rype nOiill\,lON ury 10 ¡'ty I T¡mbed¡nc ll cob¡n Job Reference (oDtional) 1-1-1 Søle = 1:35-9 7 5 2 o.ooflt SPACING- 2-0-0 Plate Gr¡p DOL 1.00 Lumber DOL 1.00 Rep Stress lncr YES Code lRC201 8/TP12014 Metr¡x-R csl. TC BC WB 0.26 0.35 0.11 In (loc) l/defl -0.04 8-9 >999 -0.07 8-9 >999 0.04 7 nla L/d 240 180 nla DEFL- Vert(LL) Vert(CÐ Horz(CT) Plate LoADING(psf)TCLL 75.0 (Roof Snow=75.0)TCDL 10.0BCLL O,O LUIUBER- TOP CHORD 2x6 SPF 1650F 1.5E BOT CHORD 2x4 SPF I 650F I .5EWEBS 2x4 SPF 1650F 1 .5ESLIDER Left 2xB SPF 1 950F I .5E -ô 3-0-2, Right 2x8 SPF 1 950F 1 .5E -ô 3-0-2 REACTIONS. (lb/size) 1=1710/0-5-8 (min. o-2-11),7=1710t0-5-B (min.0-2-11) Weight: 103 lb FI = 20% Structural wood sheathing directly applled or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stab¡l¡zers and required cross bracing be installed during truss erection, in accordance with Stabilizer lnstallation ouide. PLATES MT2O GRIP '1971144 BRACING- TOP CHORD BOT CHORD Max Horz1=-156(LC B) Max Upl¡fi =-109(LC 12), 7=-1oe(LC 13) FORCES, (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-2=-21211138,2-3=-1907h6o,3-4=-17791245,4-5=-17791245,5-6=-1907/160,6-7=-211st138 BOT CHORD 1 -9=-93h 420, 8-9=0/1 075, 7 -8=-3811 420WEBS 4-8=-1231567,5-8=-439/197,4-9=-1231567,3-9=-438/'196 NOTES. 1) Wnd: ASCE 7-16; Vult=1'lsmph (3-second gust) Vasd=g1mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. ll; Exp C; Pr. Enclosed; MWFRS (envelope) and C-C Exterio(2) zone; cant¡lever left and right exposed ; end vertical left anrl r¡ght exposed;C-C for memhers anri forces & M\Â/FRS for reactions shown; Lumber DOL=1.00 plate grip DOL=1.00 2) TCLL: ASCE 7-16; Pf=75.0 psf (Lum DOL=1.00 Plate DOL=1.00); ls=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss hâs been designed for a 1 0.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) oftruss to bearing plate capable ofwithstanding 1Og lb uplift âtjoint 1 and 109 lh r¡pl¡ft ãtjoint 7. 5) This truss is designed in accordance with the 2018 lnternational Residential Code sections R502.1 1 .l and RSOZ. t O.Z and referenced standard ANSI/TPI 1. LOAD GASE(S)Standard