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<br />XI.) Summary: <br /> <br />Wedgewood Model 1793 <br /> <br />Describe the following: <br /> <br />1.) Truss fasteners, <br /> <br />Uplift per Truss = -331.2 lbs <br /> <br />Hughes HeS with 8 - 8d x 1-112" nail fasteners, ea. truss connection, (520 lbs. 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 = 2181.9 Ibs <br /> <br />Simpson LTT20 with 112" 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.) 112 " 10d 3" <br />Plywood Siding (Longit.) 112 " 8d 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 />Page 9 <br /> <br />James Catalano. P,E. <br />4/20/94 <br />