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<br />J .' ~ ,. <br /> <br />. XI.) Summary: <br />Describe the following: <br /> <br />Bertuca Home <br /> <br />1.) Truss fasteners. <br />U lift er Truss = -522.6 lbs <br />Simpson MTS 16 wi 14-10d nails (1000 Ibs. cap each.) <br /> <br />2.) Girder Fasteners. <br /> <br />Max uplift reaction= -1987.2 lbs. <br /> <br />2 Simpson MTS 16 wi 14-10d nails (2000 Ibs. total cap each end.) <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 == 2581.9 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 = 326.8 plf <br /> <br />Panel Grade Thickness Nail size Edge Spacing <br />Rated Sheathing 15/32" 8d 4" <br /> <br />6.) <br /> <br />Roof sheathing. <br /> <br />Maximum shear = 267.4 plf <br /> <br />Panel Grade Thickness Nail size Edge Spacing Boundary Spacing Length <br />Rated Sheathing 15/32" 8d 6" 4" 2.6 <br /> (Blocked) <br /> <br />Diaphragm: <br /> <br />N/A <br /> <br />(Pattern Case 1) <br /> <br />Elsewhere: <br /> <br />Panel Grade Thickness Nail size Edge Spacing Intermediate Spacing <br />Rated Sheathing 15/32" 8d 6" 12" <br /> <br />Page 10 <br /> <br />