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uoo truss truss type uty riy [A�'t-A I thJUM.) <br /> OTREC0335932 T1 COMMON 17 1ab Reference otonal` <br /> Midwest Manufacturing,Eau Claire,WI,54703 7.400 s ec 26 2012 M ek Industries, Thu Oct 03 06 48 29 2013 Page 2 <br /> ID blGx9ysdKSyb6OxrRIa2wJyXCIO-dSXCr4wFlhMUVWxWOSdvp9FXwlxFMIOc8016r:gyXCFn <br /> NOTES (10) <br /> 5)Unbalanced snow bads 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 bad of 34.6 psf on overhangs non-concurrent with other live bads. <br /> 7)This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live bads. <br /> 8)'This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit behveen the bottom chord <br /> and any other members. <br /> 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 169 Ib uplift at pint 2 and 169 Ib uplift at joint 6. <br /> LOAD CASE(S) Standard <br />