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<br />.. XI.) Summary: <br />. . . <br />. . Describe the following: <br /> <br />Brown Residence <br /> <br />1.) Truss fasteners. <br />Uplift per Truss = -515.2 lbs <br />ISimpson ETA18 wi 7 - 10d x 1-1/2" nails (860 Ibs, cap each.) <br /> <br />2.) Girder Fasteners. <br />Max uplift reaction= -3427,2 lbs. <br />Simpson MTT22 w/ 5/8" A.B. & 27 -16d Sinker nails (4135Ibs. 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 />435.2 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 = 244.8 plf <br /> <br />Panel Grade Thickness Nail size Edge Spacing Boundary Spacing Length <br /> 0,6 <br /> <br />Diaphragm: <br /> <br />N/A <br /> <br />(Pattern Case 1) <br /> <br />Panel Grade Thickness Nail size Edge Spacing Intermediate Spacing <br />Rated Sheathing 15/32" 8d 6" 12" <br /> <br />Elsewhere: <br /> <br />Page 10 <br /> <br /> <br />It! <br /> <br /> <br />9/9/94 <br /> <br />l <br /> <br />;"/ <br />