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O � <br />N O <br />N <br />C2> 00 <br />Q'a1A <br />0— <br />NOTES <br />8) All plates are MTpt) plates unless othorwiso indicated <br />9) ' This truss has been designed fur alive load of 20.Opsf un the bolturn chord in all areas where a rectangle 3-5-0 tall by 1-0-0 wide will lit between the bottom chord <br />and any other members. <br />10) Bearirq at joinl(s) 2, 4 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bealit)q surface. <br />11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 Ib uplift at joint 2 and 95 Ib uplift at joint 4. <br />12) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R602 10.2 and reterenced standard ANSI/TPI 1. <br />LOAD CASE(S) Standard <br />