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<br />XI.) Summary: Wedgewood 2107 <br />Describe the following: <br /> <br />1.) Truss fasteners. <br />Uplift er Truss = -459.2 lbs <br />Simpson HI wi 10-8d nails (490 lbs. cap each.) <br /> <br />2.) Girder Fasteners. <br />Max uplift reaction= -1223.6 lbs. <br />2-Simpson H7 w/14-8d nails ea. end (1860 lbs. cap. total, each end) <br /> <br />3.) <br />IN/A <br /> <br />4.) <br /> <br />Hold-Downs at 2nd Floor. <br /> <br />Hold-Downs at foundation. <br /> <br />Tie-down force req'd = 2893.3 lbs. <br /> <br />Simpson LTT20 wi 1/2" AB & 10-16d nails @ shearwall ends & Openings (1750 lbs ea.) <br /> <br />5.) Shearwall element. <br />Wood Frame: <br /> <br />Maximum shear at mid-height := 613.8 plf <br /> <br />Panel Grade Thickness Nail size Edge Spacing <br />Rated Sheathing 15/32" 8d 2" <br /> <br />Masonry: N/A <br /> <br />Type CMU <br /> <br />Wall thickness <br /> <br />Rake Joints? <br /> <br />Filled Cell Spacing <br /> <br />6.) <br /> <br />Roof sheathing. <br /> <br />Maximum shear = 290.8 plf <br /> <br />Diaphragm: <br /> <br />(Pattern Case 1) <br /> <br />Panel Grade Thickness Nail size Edge Spacing Boundary Spacing Length <br />Rated Sheathing 15/32" 8d 6" 4" 5.1 <br /> (Blocked) <br /> <br />Elsewhere: <br />Panel Grade Thickness Nail size <br />Rated Sheathing 15/32" 8d <br /> <br />Edge Spacing <br />6" <br /> <br />Intermediate Spacing <br />12" <br /> <br />Page 10 <br /> <br />