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<br />" <br /> <br />XI.) Summary: <br />Describe the following: <br /> <br />Christopher Residence <br /> <br />1.) Truss fasteners. <br />U lift er Truss = -386.4 Ibs <br />Simpson ETA12 wi 4 - 10d x 1-1/2" nails (490 Ibs. cap each.) <br /> <br />2.) Girder Fasteners. <br />Max uplift reaction= -1656.0 Ibs. <br />Simpson HETA20 wi 12 - 16d nails (1845Ibs. cap. each end) <br /> <br />3.) <br /> <br />Maximum Vertical Wall Reinforcment Spacing = <br /> <br />12.1 ft. <br /> <br />4.) <br /> <br />Hold-Downs at foundation. <br /> <br />Tie-down force req'd = <br /> <br />0.0 <br /> <br />Ibs. <br /> <br />Filled masonry with #5 reinf. cont. ACI hook at foundation and bond beam. <br /> <br />5.) Shearwall element. <br />Wood Frame: N/A <br />Panel Grade <br /> <br />Maximum shear at mid-height = 533.9 plf <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 : <br /> <br />6.) <br /> <br />Roof sheathing. <br /> <br />Maximum shear = 209.3 plf <br /> <br />Panel Grade Thickness N ail size Edge Spacing Boundary Spacing Length <br />Rated Sheathing 7/16 " 8d 4" 4" 0.0 <br /> (Blocked) <br /> <br />Diaphragm: <br /> <br />(Pattern Case 1) <br /> <br />Elsewhere: <br />Panel Grade Thickness Nail size <br />Rated Sheathing 7/16" 8d <br /> <br />Edge Spacing <br />6" <br /> <br />Intermediate Spacing <br />12" <br /> <br /> <br />Page 15 <br />