Loading...
ac-2011-00011_0011.jpg Jon I russ i nrss Iype tlry v U O'f'REC0138026 f1E GABLE 1 1 Job Reference fo iimal Midwest Manu ac,uring, Eau Claire, Wl. 7.030 s Jan 3 2008 MiTek Industries, Inc. Tue Sep 15 17:02:41 2009 Page 1 ao - 0 -0-D 15 0 a 30 -0 -0 32 -e -a 2.0.0 15.0 -0 15.0.0 2 0 0 Smote - 1 '59 c 4x4 4 00 12 B 7 9 10 5x6 7;�_ 11 5x6 C 5 4 7 ` 12 3 13 n 14 15 ).c 3x6 �t 26 25 24 23 22 21 20 79 18 17 15 3x8 = 5x6 = 0 -0 -0 30.0.0 30.0.0 Plate Offsets X Y: 4:0 3 0 0 -3 -0 12:0 -3.0 0 3 -0 21:0 -3 -0 0 -3 -0 LOADING (psf) 'SPACING 4 -0 -0 CSI DEFL in (loc) Vdefl Lid PLATES GRIP TGLL 35.0 Plates Increase 1.15 TC 0.90 Vert(LL) -0.05 15 n/r 120 MT20 1971144 TCDL 7.0 Lumber Increase 1.15 BC 0.38 Vert(TL) -0.02 15 n/r 90 BCLL 0.0 Rep Stress Incr NO WB 0.22 HorzM) 0.01 14 n/a n/a BCOL 10.0 Code IRC2006rrP12002 (Matrix) Weight: 112 lb LUMBER BRACING TC 2 X 4 SPF N0.2 TOP CHORD 2 -0 -0 cc, purlins (6 -0 -0 max.) BC 2 X 4 SPF No2 (Switched from sheeted: Spacing > 2 -0 -0). OTHERS 2 X 4 SPF Stud BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing - JOINTS 1 Brace at Jt(s): 8 REACTIONS All bearings 30 - 0. (lb) - Max Hoe 2=1 32(!_C 8) Max Uplift All uplift 100 lb or less at joint(s) 22, 23, 24, 25, 26, 20, 19, 18, 17, 16 except 2= 1 94FLG 9), 14=-214&C 10) Max Grav All reactions250 lb or less at joint(s) 25,17 except 2=855(LC 2),14=355(LC 2), 21= 403(LC 2), 22 =585(LC 3), 23= 545(LC 3), 24 624(LC 3), 26= 924(LC 14), 20= 585(LC 4), 19 =545(LC 4), 18= 624(LC 4), 16= 924(LC 15) FORCES (b) -Max. Comp. /Max. Ten. -All forces 250 (lb) or less except when shown - TOP CHORD 7 8= 981271, 8- 9= 98!271 WEBS 8 -21- 32410, 7 -22= 5041 1 1 0, 6.23= -470/1 i 9,•5 -24 =- 527/128, 3.26 =- 7191209, 9 -20— 50411 1 0, 1 0 -1 9 =-47 011 1 9, 1 1 -18— 52711 28, 13 -16= 719P209 NOTES (16) 1) Unbalanced roof live bads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL=4.2psf• RCDL= 6.0pst; Category 11; Exp B; enclosed; MWFRS (low -rise) gable end zone and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DQL =1 .60 plate grip DOL =1.60- This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 3'I Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the tace), see MiTek "Standard Gable End Detail" C ontini rod nn nnnp 9