Laserfiche WebLink
<br />XI.) Summary: <br />Describe the following: <br /> <br />Ratz Residence <br /> <br />1,) Truss fasteners. <br />U lift er Truss = -638.4 lbs <br />Simpson ETA18 wi 7-10d x 1-1/2" nails (860 lbs. cap each.) <br /> <br />II, <br />I'> <br /> <br />2,) Girder Fasteners. <br />Max uplift reaction= -1355.7 lbs. <br />2-Simpson ETA18 wi 7-10d x 1-1/2" nails ea. end (1720 Ibs. cap. tot. ea. end) <br />3.) Hold-Downs at 2nd Floor. <br />IN/A <br />4.) Hold-Downs at foundation. Tie-down force req'd = -14972.2 lbs. <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 =: 286.9 plf <br /> <br />Thickness <br /> <br />Nail size <br /> <br />Edge Spacing <br /> <br />Masonry : <br />Type CMU Wall thickness Rake Joints? Filled Cell Spacing <br />8" Nominal 1.25" No At shearwall ends, comers <br /> and openings> 6' <br /> <br />6.) <br /> <br />Roof sheathing. <br /> <br />Maximum shear = 240.0 plf <br /> <br />Diaphragm: N/A (Pattern Case 1) <br />Panel Grade Thickness Nail size Edge Spacing Boundary Spacing Length <br /> 0.0 <br /> <br />Elsewhere: <br />Panel Grade Thickness <br />Rated Sheathing 1/2" <br /> <br />Nail size <br />8d <br /> <br />Edge Spacing <br />6" <br /> <br />Intermediate Spacing <br />12" <br /> <br />Page 10 <br /> <br />