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Job y Trwt Trust Type PH Stonewood DVdFry ResidenonIJJA.S <br /> 8114/F1 F2A FLOOR 1107 <br /> 1 <br /> Job Rshrencs <br /> 7.030 s Jon 3 2008 Wait Industries,Iran Wed May 2112:410:43 2008 V.—P, <br /> 0-1-8 <br /> HI -" 2-7-4 <br /> ....., <br /> REPAIR FOR 2-1/2"NOTCH IN BOTTOM CHORD BETWEEN JOINTS 19 AND 20. <br /> faaMlset <br /> IfOMaOR tlM®= Ia/YIOOq YMwo- Iae Marchi "AMM" Mum". aeum- IMMM11 -MOD= tlMReD- <br /> 1 2 7 6 e 7 e e ro 11 12 <br /> Zf <br /> O <br /> b I <br /> ro 7e17 le 1/ ,t n <br /> MMOD= *AMOs= 212 MOD"A= OD= <br /> M MOD= an MOD= -M <br /> M MMM= <br /> ATTACH 6'2 X 4#2 SPF TO ONE SIDE OF THE TRUSS AS SHOWN <br /> WITH 100%PL400 GLUE CONTACT AND(1)ROW OF.131"X 3"NAILS AT 3"C/C. <br /> 6-2-4 26-6.4 26.8-8 <br /> 5-24 20-3-0 034 <br /> Pisa 1101-8 E e114Z-1-S.Edool <br /> LOADINGO Q SPACING 1.4-0 CSI DEFL In (kw) Vdoll L/d PLATES DRIP <br /> TCLL 40.0 Pletes Incrowe 1.00 TC 0.26 Var(LL) -0.36 16.18 3,886 480 MR20 1871144 <br /> TCDL 10.0 Lumber Increase 1.00 BC 0.64 Vert(TL) -0.86 16.18 3,473 240 M1120H 1481108 <br /> BCLL OA Rep Stress Ina YES WB 0.99 Ham(TL) 0.07 22 nla Na <br /> BCDL 10.0 Code IRC2008RP12002 (Mok) WOW:103 b <br /> LUMBER BRACING <br /> TOP CHORD 4 X 2 SPF 2100E 1.8E TOP CHORD Swcturtl wood shooting directly applied or 8-0-0 cc purlins,except end verticals. <br /> BOT CHORD 4 X 2 SPF 210OF 1.8E BOT CHORD Rigid calling directly applied or 10J0-0 cc bond <br /> WEBS 4 X 2 SPF No.3 <br /> OTHERS 4 X 4 DF Std — <br /> REACTIONS(bWn) 20-1013/0-3-e,22■10160-2-12 <br /> FORCES (b)-Max.CompJMax.Ten.-AN forces 260(b)or lest except when show. <br /> TOP CHORD 2.3--2713!0,3.4--27130),44--40420),54-4042(0,6-7--401010,7-8 408&0,8.9-.W88N,9.10--2818/0,10-11--281810, <br /> 11.12--171311,12-22--101610 <br /> BOTCHORD 19.20.0/1629,18.19-( 616,17-18-W4201,16.17-09201,16.18-0/3690,14.16-W1713 <br /> WEBS 2-19-W1391.2-20--178210,4-19--942/0,4.18-0/819,9.18-W N.9.16--90710,11-16-011290,11-14--87W0,12-14■W1964 <br /> NOTES <br /> 1)A8 plots are MT20 pates unless otherwise indicated. <br /> 2)Attach nbbon bbck t Wes with 3.10d nabs appbd to fat fate. <br /> 3)A 'C al l"s)22 considers per N to pram value using ANSUMI 1 moo to gran formula, Building designer should ve ft cepadty of bearing surface. <br /> 4)Provide mechanial connection(0Y others)of Miss to besting pat at)olnt(s)22. <br /> f)This Cuss Is dssgrled In S=MW s with to 2006 iMerrslbnal Residerft Code sections R602.11.1 and R802.102 and Manned standard ANS <br /> 0)Design assumes 4x2(10 orientation)purlins at cc spacing Indicated.fastened to Wst TC vv/2-10d nab. 1cadiy shpt this plan.SP06 <br /> 7)Recommend end 2x8 shongbecks,on edge,spaced at 1040 cc and fastened t each truss with 3-18d nits.Stragbads b be aftchad to wells a y' <br /> ends or restrained M other ins. I1coon, or report coos prepared by <br /> 8)CAUTION,Do not erect truss bac*cods. <br /> LOADCASE(8)Standardme or under my (11100 "W"" <br /> end that 1 on,o duly 140104md pro' <br /> W;onol E I under the low$of <br /> �e State l <br /> PHILLI fit. BINS <br /> E. �y <br /> 239_ <br /> Re Istration no <br />