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<br />XI.) Summary: Swingle Home <br />Describe the following: <br /> <br />1.) Truss fasteners. <br />Uplift er Truss = -440.5 lbs <br />Simpson HI wi 10-8d nails (490 Ibs. cap each.) <br /> <br />2.) Girder Fasteners. <br />Max uplift reaction= -1748.0 lbs. <br />2-Simpson H7 wi 14-8d nails ea. end (1860 Ibs. cap. total) <br /> <br />3.) <br />IN/A <br /> <br />4.) <br /> <br />Hold-Downs at 2nd Floor. <br /> <br />Hold-Downs at foundation. <br /> <br />1/2" AB @ 48" o.c. & simpson LTT20 w/ 1/2" AB & 10-16d nails @ shearwall ends <br /> <br />5.) Shearwall element. <br />Wood Frame: <br /> <br />Maximum shear at mid-height = 325.4 plf <br /> <br />Panel Grade Thickness Nail size Edge Spacing <br />Rated Sheathing 15/32" 8d 4" <br /> <br />Masonry: NI 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 = 267.7 plf <br /> <br />Panel Grade Thickness N ail size Edge Spacing Boundary Spacing Length <br />Rated Sheathing 15/32" 8d 6" 4" 2.4 <br /> (Blocked) <br /> <br />Diaphragm: <br /> <br />(Pattern Case 1) <br /> <br />Elsewhere: <br />Panel Grade Thickness Nail size <br />Rated Sheathing 1/2" 8d <br /> <br />Edge Spacing <br />6" <br /> <br />Intermediate Spacing <br />12" <br /> <br />Page 10 <br /> <br />