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SVR Lot 4 Block 2 <br />8" C.M.U. <br />FINISH <br />PER ELEV. <br />25" LAP MIN <br />1 #5 DOWEL <br />FINISH FLOOR <br />3-1/2" <br />CONC. SLAB <br />FINISH GRADE <br />o <br />2 #5 BARS CONT. <br />A EXTERIOR MASONRY WALL FTG <br />S- SCALE- <br />3-1/2" CONC. SLAB ---\ <br />13" <br />E GARAGE DOOR RECESS <br />S- SCALE: N.T.S. <br />2x4 SPF STUDS <br />16" O.C. <br />1/2" GYPSUM BOARD <br />3-1/2" CONC. SLAB <br />.:. o <br />(2) #5 BARS CONT. <br />(1) #5 BAR CONT. <br />FINISH GRADE <br />8" 41" <br />2 <br />—TYPICAL 3-1/2- <br />CONC. SLAB <br />M <br />00 <br />B� THICKENED SLAB EDGE <br />DRIVEWAY <br />EXPANSION JOINT <br />SCALE: N.T.S. <br />VERTICAL WALL REINFORCEMENT - <br />(1) #5 DOWEL PLACED TO _ <br />MATCH VERTICAL WALL <br />REINFORCEMENT (LAP <br />SPLICE = 25" MIN. ) <br />INSULATION--\ 2x4 SPF STUDS <br />\1aA _—@ 16" O.C. <br />1/2" GYPSUM BOARD <br />3-1/2" STEP <br />�� <br />o <br />I- I (2) #5 BARS CONT <br />ml� <br />C THICKENED SLAB @ GAR. (NON-BRG. ) <br />S- SCALE: N.T.S. <br />3-1/2" CONCRETE SLAB w/ <br />FIBERMESH (f'c = 2,500 psi (MIN.)) <br />-4 3-1/2" CONC. SLAB <br />8"x16" CONCRETE FOOTING <br />w/ (2) #5 BARS CONT. <br />(f'c=2,500 PSI (MIN.)) <br />2 #5 BARS CONT. rl-) <br />1'-4" CLEAN COMPACTED, TERMITE <br />NOTES: TREATED STRUCTURAL FILL <br />FREE OF ALL DEBRIS <br />1. GROUT CELLS SOLID BELOW FINISHED FLOOR. <br />2. FOUNDATION DOWELS NOT LAP SPLICED w/ VERTICAL WALL <br />REINFORCEMENT SHALL BE CUT-OFF AT FINISHED FLOOR ELEVATION <br />F OPTIONAL STEMWALL FOOTING <br />S- SCALE: N.T.S. <br />25" LAP MIN <br />5/8"0 x 8" 8" C.M.U. 1 #5 DOWEL <br />SIMPSON TITEN HD FINISH PER ELEV. <br />ANCHORS ® 18" O.0 3-1/2" STEP <br />3-1/2" CONC. SLABS <br />H FOOTING @ INTERIOR BEARING <br />S- SCALE: N.T.S. <br />LJ COLD JOINT <br />� t <br />2 #5 BARS CONT. <br />ij_'� MASONRY WALL FOOTING @ PATIO <br />SCALE: N.T.S <br />REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE <br />2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) <br />(wl 05 & 06 SUPPLIMENTS) & ASCE 7-02. ALL OTHER DESIGN <br />ELEMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. <br />EXPANSION JOINT +/- 10" <br />3-1/2" CONC. SLAB ice, 3-1/2" <br />CONC. SLAB <br />- I N:2 <br />#5 BARS CONT. <br />D EXTERIOR DOOR SILL <br />S- SCALE: N.T.S. <br />25" LAP MIN. <br />1 #5 DOWEL <br />8" C.M.U. <br />FINISH PER. ELEV. <br />FINISH GRADE <br />24"x24"x16" FTC <br />w/ (3) #5 BARS <br />8" O.C. E.W. <br />2'-0" <br />G MASONRY COLUMN FOOTING <br />S- SCALE: N.T.S. <br />1/2" GYPSUM BOARD 1/2"0 x 8" ANCHOR BOLT <br />2x4 SPF STUDS w/ 2" WASHER @ 18" O.C. <br />16" O.C. <br />INSULATION <br />3-1/2" STEP <br />i <br />(2) #5 BARS CONT. <br />THICKENED SLAB @ GARAGE (BRG. ) <br />SCALE: N.T.S. <br />WHETSTONE ENOE <br />2004 53rc AVEL. JASON BERGER, P.E. DATECERIIFICA'iEPE# 64003 IA <br />STING, It <br />t?FL 342C <br />TiON # 92 <br />SHEET NO. <br />S-2 <br />