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<br />XI.) Summary: Model 213 7 <br />Describe the following: <br /> <br />1.) Truss fasteners. <br />U lift er Truss = -448.0 lbs <br />Simpson H3 wi 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 />ISimpson H6 wi 16-8d nails @ 16" O.c. (488 Plflateral capacity) <br /> <br />4.) <br /> <br />Hold-Downs at foundation. <br /> <br />Tie-down force req'd == 3543.6 lbs. <br /> <br />Simpson LTT20 wi 1/2" AB & 10-16d nails @ shearwall ends & Openings (1750 Ibs ea.) <br /> <br />5.) Shearwall element. <br />Wood Frame: <br /> <br />Maximum shear at mid-height = 450.7 plf <br /> <br />Panel Grade Thickness Nail size Edge Spacing <br />Rated Sheathing 15/32" 10d 4" <br /> <br />6.) <br /> <br />Roof sheathing. <br /> <br />Maximum shear = 308.4 plf <br /> <br />Panel Grade Thickness Nail size Edge Spacing Boundary Spacing Length <br />Rated Sheathing 15/32" 8d 6" 4" 6.4 <br /> (Blocked) <br /> <br />Diaphragm: <br /> <br />(Pattern Case 1) <br /> <br />Elsewhere: <br /> <br />Panel Grade Thickness Nail size Edge Spacin.g Intermediate Spacing <br />Rated Sheathing 15/32" 8d 6" 12" <br /> <br />Page 10 <br /> <br /> <br />carL <br /> <br /> <br />8/25/95 <br />