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.�vu �i uaa i�uaa i yNc �.ay r iy <br /> QTREC0164808 S1 SCISSORS 5 1 <br /> Job Reference o tional <br /> Midwest Truss Plant,HOLIDAY CITY,OH 7210 s Nov 16 2009 MiTek Industries,Inc. Thu Apr 22 17�.19�.37 2010 Page 2 <br /> NOTES (12) <br /> 3)TCLL:ASCE 7-05; Pr=35.0 psf(roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=50.0 psf(ground snow); Ps=32.2 psf(roof snow: <br /> Lumber DOL=1.15 Plate DOL=1.15);Category II; Exp B; Fully Exp.;Ct=1.1 <br /> 4)Roof design snow load has been reduced to account for slope. <br /> 5)Unbalanced snow loads have been considered for this design. <br /> 6)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 34.6 psf on overhangs non-concurrent <br /> with other live loads. <br /> 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <br /> 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit <br /> between the bottom chord and any other members. <br /> 9)Bearing at joint(s)2,4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of <br /> bearing surface. <br /> 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,4. <br /> 11)This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standarc <br /> ANSI/TPI 1. <br /> LOAD CASE(S) Standard <br /> � <br /> I <br /> � <br /> RECEIVED <br /> �uN a2 zo�o <br /> CITY OF ORONO <br />