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<br /> <br />3000 PSI CONCRETE SLAB~MoNoLITHIC FOOTING <br />\.lITH 6x6-10/1O \J\.IM OVER 6 MIL POL YFILM <br />\.lITH EDGES LAPPED 6' AND TAPED, OVER CLEAN <br />COMPACTED TERMITE TREA TED SOIL. <br />12'x12' FOOTING \.11(2) #6 REBAR CONTINUOUS <br />ON CHAIRS <br /> <br />D.W.SMITH ENGINEERING David W. Smith, P.E. <br />FUIlIIlA PRlFESSllJoW. ElliINEER LlaJISE NUIlJER 53608 MECHANICAl.. ENGINEER. DEVELOPMENT CONSUl.. T"NT <br />Custom Horne Plan Service SMALL SHEET or <br />9909 I/Al..LASTON DIUVE-DAOC CITY, F"LDRIDA 3352S SHED ON SLAB <br />P\OEI352-52I-G165 FAlCI352-521-C1l61 E-MltJ . nrt <br />rl SUN STATE ALUMINUM TYPE BUILDINGS <br />I t) 37~28 STATE: RD. ~4 '.t. SCI\I..E <br />I. '\ ZEPHYRHILLS, F"LORIDA 33541 /4S NOTE <br />I ? llESIGN/DRAI/N <br />e PAUL CORREIA 813-997-1744 813-788-7308 D.W.SMITH.P.E. <br />ENGINEER LICENCE .5360 <br /> <br />NOTEI <br />SHED SIZE DEPENDENT DETAILS: <br />:IZE: \JxL DET AIL <br />LESS 8'x8' MINIMUM FOOTING <br /> <br />AUGER ANCHORS <br />STYLE CREST TYPE#36 <br />BRANDON, FLORIDA <br />OR EQUIVALENT <br />UPLIFT CAPACITY=5,000LBS <br />6' O.C, MAX <br />FASTEN TO JOISTS @6' O,C. <br />MAX \.II (2) 112' x3 112' <br />LAG BoL TS, PREDRILL BEAMS <br /> <br />HAN 8'x8' 12'x12' FOOTING \.II (2) #5 <br />CoNT, PER DRA\.IING NOTE <br /> <br />oNST. <br />3ED ALUM CLADDING <br />4' SCRE\JS <br />ON RESISTIVE <br /> <br />3 1I2'xlO' GAL V ANIZED PLATES <br />:oNNECTION ATTACH \JITH <br />'NAILS (12) PER SIDE <br />IDGE JOINT CONNECTION <br /> <br />20 GUAGE 5'Xl2' GALVANIZED PLATES <br />T\Jo PER CONNECTION A TT ACH \.lITH <br />8e1 xl 1I2'NAILS (12) PER SIDE <br />TYPICAL RIDGE JOINT CONNECTION <br /> <br /> <br />1 'x4' STRINGER TYP 4 PLCS <br /> <br />E 7'XlO' GALVANIZED PLATE <br />~ CONNECTION A TT ACH \JITH <br />'2'NAILS <12> PER SIDE <br />2 CONNECTION POINTS <br /> <br />6'-8" <br /> <br />5I <br /> <br />2'X4' STUDS@24' O,C, <br />FASTENED TO BOTTOM PLATE <br />\JISIMPSoN SP1 OR EQUIV <br />APPLIED PER MFGRS SPEC. <br /> <br />{ODD 6' ABOVE GRAD~ <br /> <br /> <br /> <br />TYPICAL <br />MID SECTION <br /> <br /> <br /> <br /> <br />1 OF <br /> <br />PART NO. <br />SMALL <br />SHED CI00 <br />