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d- <br />r <br />O <br />M <br />t� <br />as <br />W <br />Mldwest Manulaclunng, frau U121M, wl b4/U3 l.610 s Jan 29 2ulb MI IeK InduslneS, Inc. I hu Ud129 11:2b:1.Y2o1b rage 2 <br />ID:S?AiRy9wV143PHZEPuRVp5zEfeq-X6VToMaEIQ53nOvM4mAp4THwuyBTPOcuU1 x3wfyOZmE <br />NOTES, <br />4) TCLL: ASCE 7-05; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=40.O psf (ground snow); Ps=27.7 psf (roof snow: Lumber DOL=1.15 Plate <br />D0L=1 _15); Category II; Exp B; Fully Exp.; Ct=1.1 <br />5) Roof design snow load has been reduced to account for slope. <br />6) Unbalanced snow loads have been considered for this design. <br />7) This truss has been designed for greater of min roof live load of .12.0 psf or 1.00 times flat roof load of 27.7 psf on overhangs non -concurrent with other live loads_ <br />8) All plates are 1.5x4 MT20 unless otherwise indicated. <br />9) Gable requires continuous bottom chord bearing. <br />10) Gable studs spaced at 2-0-0 oc. <br />1 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <br />12) " 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 between the bottom <br />chord and any other members. <br />13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 19, 20, 21, 22, 17, 16, 15, 12, 14. <br />14) This truss is designed in accordance with the 2006 International Residential Code sections R502.11 .1 and R802.10.2 and referenced standard ANSI/TPI 1. <br />LOAD CASE(S) Standard <br />