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<br />IndusInes, Inc. InuUcj29jj:2b:j920jb agol
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<br />-1-Y 0-0-0 4-0-0 0-0-0 8-0-0 10-0-0 12-0-0 14-0-0 10-0-0 20-0-0
<br />-0-0. 4-0-0 2-0-0 1 2-0-0 . 2-0-0 2-0-0 . 2-0-0 2-0-0 2-0-0 2-0-0 4-0-0 2t(),-%�G-0
<br />%_Aac 0 j
<br />M =0 4x4 SCale: 1/4"-1
<br />Cl -
<br />5.00 12
<br />5 9
<br />23 24
<br />4 - - 10
<br />4 1
<br />3 FT 4 STT4
<br />F13 S1.3
<br />S12 c -T12
<br />1 12
<br />LI 1 13
<br />— — — — — — — — — — — ^_ D ----1----------
<br />Io
<br />3x4 = 22 21 20 19 16 17 16 15 14 3X4
<br />5X6 =
<br />0-0-0 4-0-0 6-0-0 B-0-0 10-0-0 12-0-0 14-0-0 16-0-0 1&0-0 20-0-0 24-0-0
<br />4-0-0 2-0-0 1 2-0-0 1 2-0-0 , 2-0-0 2-0-0 1 2-0-0 2-0-0 1 2-0-0 4-0-0
<br />Plate Offsets (X.Y)-- 118:0-3-0,0-3-01
<br />LOADING (psf)
<br />-0 TCLL(roof) SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud
<br />30.0 PLATES GRIP
<br />Snow (Ps/Pg) 27.7/40.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) 0.01 13 n/r 120 MT20 197/144
<br />TCDL7.0 Lumber DOL 1.15 Be 0.11 Vert(TL) 0.01 13 In/r 90
<br />4 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 12 n/a n/a
<br />BCDL 10.0 Code IRC20061TP12002 (Matrix) - Weight. 81 lb FT
<br />LUMBER- BRACING -
<br />'TOP CHORD 2x4 SPF No -2 TOP CHORD Sheathed or 6-0-0 cc purlins_
<br />BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid coiling directly applied or 10-0-0 oc bracing.
<br />OTHERS, 2x3 SPF Stud *Except* MiTek recommends that Stabilizers and required cross
<br />ST5:2x4 SPF Stud
<br />bracing be installed during truss erection, in accordance
<br />REACTIONS. All bearings 24-0-0. with Stabilizer Installation guide.
<br />(lb) - Max Horz 2=-57(LC 10)
<br />Max Uplift All uplift 100 Ib or less at joints) 2, 19, 20, 21, 22, 17, 16,
<br />15,12,14
<br />dr Max Grav All reactions 250 lb or less at joint(s) 2,18,19,20, 21, 17,
<br />16,15,12 except 22=363(LC 14),14=363(LC 15)
<br />FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown.
<br />WEBS 3-22=-267/103,11-14=267/103
<br />JOINT STRESS INDEX
<br />2=0.45,3=0.51,4-0.51,5=0-51,6=0.51, 7 0.35,8 0.51,9=0-51, 10=0.51, 11 0-51, 12=0.45, 14 0.51, 15=0.51, 16 0-51,17 0-51, 18 0-31,
<br />19=0.51,20=0.51,21 =0.51 and 22=0.51
<br />NOTES -
<br />1) Unbalanced roof live loads have been considered for this design.
<br />37 cc 2) Wind: ASCE 7-05; 90mph; TCDL--4-2psf; BCDL=6.opsf; h=25ft; Cat- 11; Exp B; enclosed; MWFRS (low-rise) gable end zone
<br />— and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces
<br />& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
<br />M Tri iss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard
<br />C" TFMstry Gable End Details as applicable, or consult qualified building designeaa�er ANSI/ TPI 1.
<br />LU on nano 2
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