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o I russ I russ I ype tjy rly R1REC0166925 Ti COMMON 7 1 f Job Reference o Tonal mi est manutectunng. H 7210 s Nov 16 2009 i ek lncus[ries. Inc. ue May 04 1856:08 2010 Fage 1 Ci -2.0 -0 0.0.0 5 -T•3 10 -5-4 15-0 -0 19-6.1 2 24.4 -13 30 -0-0 32 -0 -0 '' C�1 C6 2.0.0 5.7.3 4.10.1 4.6.12 4 -6.12 4-10-1 5 -7 -3 _ 20 -0 ��, Scale =1:51.7 m , u C-) � o � m 6x6 = W Q FE 4.00 Z 12 V 1W I I 1.5x3 I I }4 4 6 15 5x6 i 5X5 3 7 E03 i 12 13 11 10 = 4x12 4x12 = 6x6 = 5x8 = 0. 1 a -S4 1 s -6.12 30.0.0 i0 -5-0 9.1.0 10.54 Plate Offsets X Y : 2:0- 5 -8,Ed e , [3:0-3-0 -01 8:0- 5-8,Ed e LOADING (psi) SPACING 4 - CS1 DEFL in (loc) I/defl IJd PLATES GF1 TCLL(raoD 20.0 Plates Increase 1.15 TC 0.91 Vert(LL) -0.45 10 -12 >799 240 MT20 9; Snow (Ps1Pg) 20.8130.0 Lumber Increase 1.15 BC 0.58 Vert(TL) - 0.86 10 -12 >414 180 TCDL 7 -0 p Stress Incr NO WB 0.89 HOrt(TL) BCD L 1 0 0 - 14 8 n/a nla BC 0 Code IRC2D06/fP12002 (Matrix) Waighl: 1231b LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD 2 -0-0 oc purlins (2 -2 -5 max.) BOT CHORD 2 X 6 SPF 2100F 1.8E (Switched from sheeted: Spacing > 2 -0 -0). WEBS 2 X 3 SPF Stud "Except' BOT CHORD Rigid ceiling directly applied or 10 -0-0 cc bracing. W3:2 X 4 SPF Stud JOINTS t Brace at Jt(s): 5 REACTIONS (Ib /size) 2= 2556/0 -3 -8 (min. 0 -3-4), 8= 256EID -3 -8 (min. 0 -3 -4) Max Horz2— 135(LC 8) Max Uplift2= 38 8(LC 9) 8=- 388(LC 10) FORCES (lb) -Max. Comp./Max. Ten. -A] forces 250 (lb) or less except when shown - TOP CHORD 2 -3 =5941/1093, 3- 14=- 5070/785, 4-14=-49461800, 4-5=-50581914,5-6=-5057/914, 6 -15 =- 4945/800, 7 -15 =- 5069/786, 7 -8� 5940/1093 BOTCHORD 2-12=-874/5545,12-13=-33513521,11-13=-335/3521, 10- 11=- 335!3521, 8 -10= 874/5544 WEBS 4-12 =- 723/285, 6- 10=- 723/285, 3- 12=- 872!408,5 -12 =- 231/2060, 5-10= 231/2059, 7 -10 =- 872/408 NOTES (12) 1) Unbalanced roof live loads have been considered for this design. Continued on page 2