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SVR Lot 6 Block 2 <br />8" C.M.U. <br />FINISH <br />PER ELEV. <br />3-1/2" <br />CONC. SLAB <br />25" LAP MIN <br />1 #5 DOWEL <br />-FINISH FLOOR <br />FINISH GRADE <br />o <br />m <br />1 -4 2 #5 BARS CONT. <br />A EXTERIOR MASONRY WALL FTG <br />S- SCALE: N.T.S. <br />3-1/2" CONC. SLABS 14-1/2" <br />13" <br />E GARAGE DOOR RECESS <br />S- SCALE: N.T.S. <br />2x4 SPF STUDS <br />16" O.C. <br />INSULATION <br />20 SPF STUDS <br />® 16" O.C. <br />TYPICAL 3-1/2" 1/2" GYPSUM BOARD <br />(1) #5 BAR CONT. CONC. SLAB 3-1/2" STEP <br />sJ: 00 s =� O <br />FINISH GRADE 4" <br />8„ 42" (2) #5 BARS CONT. <br />3" 1'-0" <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 />x <br />W <br />< <br />m <br />0 <br />(D <br />Z <br />� <br />w <br />00 <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. r) <br />1CLEAN 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 />5/8"0 x 8" <br />1/2" GYPSUM BOARD �SIMPSON TITEN HD <br />ANCHORS @ 18" O.0 <br />3-1/2" CONC. SLAB <br />(2) #5 BARS CONT. 1'-4" <br />H FOOTING @ INTERIOR BEARING <br />S- SCALE: N.T.S. <br />OPTIONAL STEMWALL FOOTING <br />SS _ SCALE: N.T.S. <br />25" LAP MIN <br />8" C.M.U. 1 #5 DOWEL <br />FINISH PER ELEV. <br />�3-1/2" STEP <br />3-1/2" CONC. SLAB <br />JOINT <br />_1 <br />1'- 4" __-2 #5 BARS CONT. <br />MASONRY WALL FOOTING @ PATIO <br />S— 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 />(w/ 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 �,N 3-1/2" <br />CONC. SLAB <br />4 ,•:.:; <br />2 #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" FTG <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 <br />1/2"0 x 8" ANCHOR BOLT <br />2x4 SPF STUDS w/ 2" WASHER @ 18" O.C. <br />16" O.C. <br />INSULATION icli <br />3-1/2" STEP <br />a- <br />i <br />�* 1'-4" <br />(2) #5 BARS CONT. <br />K THICKENED SLAB E A G.INC. <br />S— SCALE: N.T.S. 2004 53rd AVE E B L 3 03 <br />CERTIFICATE OF I T # 9298 <br />L. JASON BERGER, P.E. DATE 7 O7 <br />PA,(L� . PE MAN PE# 44099 <br />L. JASON BERGER PE# 64003 <br />RENATO A. CAROTTI PE# 64764 <br />W <br />i <br />H o <br />W <br />p w <br />w <br />Z mm <br />O <br />I° <br />Q <br />0 Z <br />Z) w <br />C�s o <br />Z <br />O o <br />0 <br />N <br />5 <br />a a <br />F_ <br />SHEET NO. <br />S-2 <br />