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<br />< . <br />, . <br /> <br />, XI.) Summary: <br /> <br />Wedgewood Manor (2066) <br /> <br />Describe the following: <br /> <br />1.) Truss fasteners. <br /> <br />Uplift per Truss = -368.0 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.) Hold-Downs at foundation. <br /> <br />Hold-Down required = 3996.7 lbs <br /> <br />I 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 " 10d 2" <br />Plywood Siding (Longit.) 1/2 " 10d 6" <br /> <br />Masonry: N/A <br /> <br />Type CMU <br /> <br />Wall thickness <br /> <br />Rake Joints? <br /> <br />Filled Cell Spacing <br /> <br />5.) Other: <br /> <br /> <br />Page 9 <br />