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SVR Lot 3 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 />i Z <br />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 />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 />f <br />(2) #5 BARS CONT. <br />(1) #5 BAR CONT. <br />FINISH GRADE <br />1" <br />8" 42 <br />—TYPICAL 3-1/2- <br />CONIC. SLAB <br />00 <br />SIN <br />B"� THICKENED SLAB EDGE <br />DRIVEWAY <br />EXPANSION JOINT <br />2 #5 BARS CONT. <br />5/8"0 x 8" <br />SIMPSON TITEN HD <br />ANCHORS ® 18" O.0 <br />H FOOTING @ INTERIOR BEARING <br />S- SCALE: N.T.S. <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 />3 <br />X <br />QLi <br />W <br />� <br />m <br />.. <br />o <br />Z <br />� <br />w ' <br />W <br />ao <br />^. <br />. . <br />INSULATION <br />2x4 SPF STUDS <br />16" O.C. <br />1/2" GYPSUM BOARD <br />3-1/2" STEP 104 <br />4" <br />3" 1'-0" <br />(2) #5 BARS CONT <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 />3-1/2" CONC. SLAB <br />8"06" CONCRETE FOOTING <br />w/ (2) #5 BARS CONT. <br />(f'c=2,500 PSI (MIN.)) <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 />8" C.M.U. 1 #5 DOWEL <br />FINISH PER ELEV. <br />3-1/2" STEP <br />3-1/2" CONC. SLAB <br />LLA��4 COLD JOINT <br />a <br />1'- 4" 2 #5 BARS CONT. <br />i� 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 />(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 =1N 3-1/2" <br />CONC. SLAB <br />1'-4" 2 #5 BARS CONT. <br />D EXTERIOR DOOR SILL <br />S- -SCALE. <br />25" LAP MIN. <br />1 #5 DOWEL <br />8" C.M.U. <br />FINISH PER. ELEV. <br />FINISH GRADE <br />24%24"06" FTG <br />w/ (3) #5 BARS <br />0 8" O.C. E.W. <br />2'-0" <br />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 />777 <br />f � <br />(2) #5 BARS CONT. <br />K THICKENED SLAB TIN C. <br />S- SCALE: N.T.S. 2004 53rd AVE E B N F 4203 <br />CERTIFICATE OF Z N # 9298 <br />L. JASON BERGER, P.E. DATE JA 0$ <br />PE# 64003 <br />L. JASON B RGER PE# 64003 <br />SHEET NO. <br />S-2 <br />