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<br />XI.) Summary: <br />Describe the following: <br /> <br />Model 1352 <br /> <br />1.) Truss fasteners. <br />Uplift per Truss = -317.3 lbs <br />Simpson ETA12 wi 4-10d x 1-1/2" nails (490 Ibs. cap each.) <br /> <br />2.) Girder Fasteners. <br />Max uplift reaction= -856.5 lbs. <br />2-Simpson ETA12 wi 4-10d x 1-1/2" nails ea. end (980 Ibs. cap. tot. ea. 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 = -25139.8 lbs. <br /> <br />Filled masonry with #5 reinf. cont. ACI hook at fndt. and bond bm. <br /> <br />5.) Shearwall element. <br />Wood Frame: N/A <br />Panel Grade <br /> <br />Maximum shear at mid-height = 331.4 plf <br /> <br />Thickness <br /> <br />Nail size <br /> <br />Edge Spacing <br /> <br />M <br /> <br />asonry : <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 />6.) <br /> <br />Roof sheathing. <br /> <br />Maximum shear = <br /> <br />148.6 plf <br /> <br />Panel Grade Thickness Nail size Edge Spacing Boundary Spacing Length <br />Rated Sheathing 15/32" 8d 4" 2-1/2 " 0.0 <br /> (Blocked) <br /> <br />Diaphragm: <br /> <br />(Pattern Case 1) <br /> <br />Elsewhere: <br /> <br />Panel Grade Thickness Nail size Edge Spacing Intermediate Spacing <br />Rated Sheathing 1/2 " 8d 6" 12" <br /> <br />Page 10 <br /> <br />