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<br />'.. . <br /> <br />XI,) Summary: <br /> <br />Wedgewood Model 1902 <br /> <br />Describe the following: <br /> <br />1.) Truss fasteners. <br /> <br />Uplift per Truss = -367.9 lbs <br /> <br />Hughes HeS with 8 - 8d x 1-1/2" nail fasteners, ea. truss connection, (520 Ibs. cap. ea.) <br /> <br />2,) Hold-Downs at 2nd floor, <br /> <br />IN/A <br /> <br />3.) <br /> <br />Hold-Downs at foundation, <br /> <br />Hold-Down required = 2919.2 lbs <br /> <br />Simpson LTT20 with 1/2" A.B. in found., 10-16d nails stud, (1750 lb. cap ea.) <br /> <br />4,) Shearwall element, <br />Wood Frame: <br /> <br />Panel Grade Thickness Nail size Edge Spacing <br />Plywood Siding (Transv.) 1/2 " 8d 3" <br />Plywood Siding (Longit.) 1/2 " 8d 6" <br /> <br />asonrv : N <br />Type CMU Wall thickness Rake Joints? Filled Cell Spacing <br /> <br />M <br /> <br />fA <br /> <br />5,) Other: <br /> <br />Page 9 <br /> <br /> <br />5/1 /9-l <br />