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Job TrussTNseType Qty Ply Stonewood Dgn/Fry Residence/JJ/LS <br /> 81141 F2 F3C FLOOR 4 1 <br /> ob Referonu o tlonal <br /> 7.030 a Jan 3 2008 MfTek Industries,Inc.Tue Jun 24 10:37:08 2008 Page 1 <br /> 0-1-8 <br /> 2-5.4 <br /> H 11 2-3-8 Q-L1r8 <br /> REPAIR FOR 3/4" HOLE AT JOINT 6. <br /> MUM= <br /> 1A01Y10211 3e Y1== 1—Y112011 —M,M= Ibd Yp2011 be YIQe FP= t,rtl MIQDII ea YI110= 1.`.m Y12011 <br /> 1 2 0 t e a 7 I p 10 <br /> n le <br /> 15 . 13 12 <br /> T.8 Y1R0= 4e MIQ0= h YIMFP= MUM= »Y120= wmjr2o= <br /> ATTACH 4'2 X 4#2 SPF TO ONE SIDE OF THE TRUSS AS SHOWN <br /> CENTERED ON THE HOLE WITH 100% PL400 GLUE CONTACT AND <br /> (1) ROW OF.131"X 311 NAILS AT 3"C/C. <br /> 1 5-2.4 20-2-12 <br /> 5-2.4 15-0-8 <br /> LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) Ildefl L/d PLATES GRIP <br /> TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.18 13 >999 480 M1120 197/144 <br /> TCDL 10.0 Lumber increase 1.00 SC 0.76 Vert(TL) -0.33 12-13 >735 240 <br /> BCLL 0.0 Rep Stress Incr YES WB 0.51 Horc(TL) 0.07 11 n/a n/a <br /> BCDL 10.0 Code IRC2006/TP12002 (Matrix) Weight:821b <br /> LUMBER BRACING <br /> TOP CHORD 4 X 2 SPF No-2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. <br /> BOT CHORD 4 X 2 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. <br /> WEBS 4 X 2 SPF No.3 <br /> REACTIONS (Ib/size) 16=79510-3-8,11-795/0-3-8 <br /> FORCES (lb)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. <br /> TOP CHORD 2-3=1998/0,3-4=1998/0,4-5=2620/0,5-6--2620/0,6-7=2620/0,7-8=-1960/0,8-9=-1960/0 <br /> BOT CHORD 15-16=011167.14-15-W2446,13-14-0/2446,12-13-012427.11-12=0/1110 <br /> WEBS 2-115-01976,2-16=135910,4-15--526/0.7-12=-548/0,9-12=0/999.9-11=-1313/0 <br /> NOTES <br /> 1)Attach ribbon block to truss with 3-10d nails applied to flat face. <br /> 2)This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. <br /> 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0.0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. <br /> LOAD CASE(S)Standard <br /> I hereby certify that this plan, specie <br /> fiCation, or report was prepared by <br /> me or under my direct supervision <br /> and that I am o duly Regwared Pro- <br /> fas;onol E r under the lows of <br /> the Slate inorsoro. <br /> PHI1� BINS <br /> DATE• <br /> Repistrotion no. 23689 <br />