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<br />XI.) Summary: DiPasquale Addition <br />Describe the following: <br /> <br />1.) Truss fasteners. <br />U lift er Truss = -134.4 lbs <br />Simpson H3 w/8-8d nails (455Ibs. cap each.) <br /> <br />2,) Girder Fasteners. <br />Max uplift reaction= <br /> <br />0.0 <br /> <br />lbs. <br /> <br />3.) Gable -End bracing: <br /> <br />4.) <br /> <br />Hold-Downs at foundation. <br /> <br />Tie-down force req'd = 2076.8 lbs. <br /> <br />Simpson LTT20 w/1I2" AD & 10-16d nails @ building corners (1750 Ibs ea.) <br /> <br />5.) Shearwall element. <br />Wood Frame: <br /> <br />Maximum shear at mid-height = 504.0 plf <br /> <br />Panel Grade Thickness Nail size Edge Spacing <br />Rated Sheathing 15/32" 10d 3" <br /> <br />6.) <br /> <br />Roof sheathing. <br /> <br />Maximum shear = 201.6 plf <br /> <br />Diaphragm: <br /> <br />(Pattern Case 1) <br /> <br />Panel Grade Thickness Nail size Edge Spacing Boundary Spacing Length <br /> 0.0 <br /> <br />Elsewhere: <br />Panel Grade Thickness <br />Rated Sheathing 15/32" <br /> <br />Nail size <br />8d <br /> <br />Ed e S acmg <br />6" <br /> <br />Intermediate S <br />12" <br /> <br /> <br />Page 10 <br /> <br />