Laserfiche WebLink
r <br />US <br />1220 Marcin Street TOWER (209)-733-2438 <br />Visalia, CA 93291 Sheet No. *2.J of <br />Foundation Design: <br />Anchor Rods: ASTM A36 Threaded rods <br />Rod dia. (in):1 Bolt spacing (in) "s":28 <br />f-y (psi):36000 Cone dia. (in) "l-c":10.5 <br />Uplift (lbs):32035 Cone, f-c ’:2000 <br />Allow. Tension (lbs):40087 Pullout A req'd (in^2):358 <br />|Rod CSI:0.801 Area provided On^'2):346 <br />|csF ^ 1.031 <br />Footino:1 1 <br />Moment (ft-lbs):55890 Footing analysis is based on the following soil parameters: <br />Shear (lbs):1190 Allow. Lateral bearing (psf/ft):100 <br />Lift Cable Force (lbs)1840 Allow. Soil bearing (psQ:1000 <br />Square ft’g width (ft): <br />Design Is for non-constained condition per UBC reqmt’s. <br />4 Allow, bearing (psQ:2200 Increased 20% for ea. ft. <br />Footing depth (ft):7 Act. bearing (psQ:1165 <br />H(ft):47.0 <br />Max. mom. (ft-lbs):57556 <br />S-1:622.22 <br />A:0.791 <br />Depth req'd (ft): I 6.8| <br />Check concrete tensile stress: (neglect outer 2" of footing) <br />S-x(in''3): 14197 <br />M (psO: 63 <br />F-t(psi): ______________145 <br />I^SI: 0.441 <br />Summary: <br />Use 2 - r dia. ASTM A36 galvanized anchor rods, 27" long. Use heavy hex nut on both ends of rod. <br />Weld nut. j bottom of rod with 1/8 ” fillet. Chase all threads. <br />Use foundation 4 ft. square by 7 ft. deep (below undisturbed soil). <br />Reinforce foundations with 5 #5 vertical bars in each face with #3 ties at 12" on center, and 3 <br />ties In the top 5".