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<br />. . <br /> <br />XI,) Summary: <br />Describe the following: <br /> <br />Sanchez Residence <br /> <br />},) Truss fasteners, <br />U lift er Truss = -380.2 lbs <br />Simpson ETAq wi 4 - 10d x 1-1/2" nails (490 Ibs. cap each.) <br /> <br />2,) Girder Fasteners, <br />Max uplift reaction= -760.5 lbs, <br />2 - Simpson ETA12 wi 4 - 10d x 1-1/2" nails (880 Ibs. cap. 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 == <br /> <br />0.0 <br /> <br />lbs. <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 = <br /> <br />911.9 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 = 320.7 plf <br /> <br />Panel Grade Thickness Nail size Edge Spacing Boundary Spacing Length <br />Rated Sheathing 15/32" 8d 6" 4" 6.9 <br /> <br />Diaphragm: <br /> <br />N/A <br /> <br />(Pattern Case I) <br /> <br />Elsewhere: <br /> <br />Panel Grade Thickness Nail size Edge Spacing Intermediate Spacing <br />Rated Sheathing 15/32" 8d 6" 12" <br /> <br />Page 10 <br /> <br />