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<br />. .XI.) Summary: <br /> <br />Stephens Home <br /> <br />Describe the following: <br /> <br />I.) Truss fasteners. <br /> <br />Uplift per Truss = -840.0 lbs <br /> <br />Hughes DTC with 13 - 8d x 1-1/2" nail fasteners, ea. truss connection, (1365 lbs. cap. ea.) <br /> <br />2.) Hold-Downs at 2nd floor. <br /> <br />IN/A <br /> <br />3.) Hold-Downs at foundation. <br /> <br />Vertical rebar tied to footing dowels within filled cells. <br /> <br />4.) Shearwall element. <br /> <br />Wood Frame: N/A <br />Panel Grade <br /> <br />Thickness <br /> <br />Nail size <br /> <br />Edge Spacing <br /> <br />Type CMU Wall thickness Rake Joints? Filled Cell Spacing <br />8" nominal 1.25" no At shearwall ends, corners, <br /> and openings> 6' <br /> <br />Masonry: N/A <br /> <br />5.) Other: <br /> <br />Page 9 <br /> <br />