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<br /> <br />Governing Code: <br />Seismic Zone (Coefficient): <br />Wind Pressure: <br />Closed/Open: <br />Exposure: <br />Soil Profile: <br />Snow Load: (Pg =) <br />Frost Depth: <br /> <br /> <br />Soil Pressure: <br /> <br />Concrete: <br />Reinforcement: <br /> <br />Concrete Masonry Units: <br />Misc. Steel: <br />Welds: <br /> <br /> <br />Slab Thickness: <br />Slab Reinforcement Type: <br />Slab Reinforcement Size: <br />Reinforcement Spacing: <br />Perimeter Footer Type: <br /> <br />Concrete Mix <br />Portland Cement: <br />Water: <br />Fine Aggregate: <br />Coarse Aggregate: <br />Maximum Slump: <br /> <br /> <br />Design <br /> <br />FBC 01 <br />A <br />11 0 mph <br />Open <br />B <br />Sd <br />o <br /> <br />0" <br /> <br />1,000 psf-Vertical <br />1 50 psf-Lateral <br />2,500 psi <br />A-61 5 Grade 40 #4 bars and smaller <br />Grade 60 #5 bars and larger <br />A-185 Welded Wire Reinforcement <br />F'm = 1,500 psi (Prism Test Record) <br />F'y = 36 ksi <br />E-70 Electrodes 21 kli <br /> <br />Earth Floor - <br />None <br />None <br />o " on center each way <br /> <br />5 Sack Mix <br />0.58 Water/Cement Ratio <br />Well Graded <br />3/4 " <br /> <br />4 " <br /> <br />1. All bearina footings shall extend a minimum of 12" into native soil <br />2. Allowable soil bearing capacity shall be computed with 20% increase for each additional foot of depth, <br />unless noted otherwise <br />3. 1/3 increase for short tenn loadings <br />4. All footings shall be centered below columns, unless noted otherwise. <br /> <br /> <br /> <br />Project Control Number SHEET <br /> <br />1.111111111 2 <br />*SS-02616* 7 <br />