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UNHEATED GARAGE SPACE <br /> ANCHOR BOLT& <br /> P.T. SILL PLATE <br /> PER NOTES BELOW <br /> #4 CONTINUOUS <br /> 13/4„ TOP & BOTTOM <br /> v FINISH CONCRETE FLOOR <br /> M� GRADE <br /> - z <br /> it <br /> g �\\SLAB REINFORCEMENT <br /> PER NOTES BELOW <br /> 3" CLQ THICKENED SLAB <br /> U TYP. <br /> MIN. <br /> MONOLITHIC FOUNDATION <br /> CONTINUOUS FOOTING NOTES <br /> 1. TOP OF SLAB TO BE 6"MIN.ABOVE GRADE. SLAB REINFORCEMENT SHALL <br /> BE WWF 6X6 W10xW10 PER ASTM A185. LOCATE AT MID-DEPTH OF SLAB. <br /> -OR- <br /> SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED <br /> FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY <br /> THROUGH CONCRETE W/MIN. 1 POUND PER CUBIC YARD OF CONCRETE. <br /> 2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING <br /> BEFORE POURING CONCRETE. <br /> 3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL,COMPETENT <br /> SOIL,OR PROPERLY COMPACTED STRUCTURAL FILL. ALLOWABLE SOIL <br /> BEARING PRESSURE IS 1500 PSF AT 12"BELOW GRADE. <br /> 4. CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH,fc=2500 PSI. <br /> 5. REINFORCING STEEL:A615,GRADE 40 OR GRADE 60. ALL REINFORCING <br /> STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR <br /> DIAMETERS OR 24". <br /> 6. SEISMIC DESIGN CATEGORY: D <br /> A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING <br /> 1/2"DIA X 7"LONG TITEN BOLTS WITH NUTS AND 3"X3"X1/4"PLATE <br /> WASHERS. <br /> B. ANCHOR BOLTS SHALL BE EMBEDDED AT LEAST 5"INTO THE <br /> CONCRETE AND SHALL BE SPACED NOT MORE THAN 6'OC. <br /> C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE <br /> WITH 1 BOLT LOCATED NOT MORE THAN 12"NOR LESS THAN 7 BOLT <br /> DIAMETERS FROM EACH END OF EACH PIECE. <br /> CF-1 FOUNDATION DETAIL <br /> 3/4"= V-0"or 1/16 scale IRC <br /> Scale: NTS CUSTOMERS NAME: JOSH MODISETTE Tuff Shed P.O.#: 170-1547553, EP-4441 <br /> TUFF SHED' TitIe:TITEN HD DETAIL Drawn By:JS <br /> Storage Buildings&Garages Date Drawn:12/20-2021 <br /> Checked By: <br /> fa Date Revised: <br />