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SVR Lot 17 Block 3 <br />8" C.M.U. <br />FINISH <br />PER ELEV. 25" LAP MIN <br />1 #5 DOWEL <br />3-1 /2 <br />FINISH FLOOR (1) #5 BAR CONT. <br />" <br />VCONC. SLAB FINISH GRADE <br />I , _I �"-2 #5 BARS CONT. <br />A EXTERIOR MASONRY WALL FTG <br />S- SCALE: N.T.S. <br />3-1/2" CONC. SLAB <br />FINISH GRADE <br />1 <br />8" 42 „ <br />—TYPICAL 3-1/2" <br />CONC. SLAB <br />00 <br />B� THICKENED SLAB EDGE <br />14-1 /2" <br />DRIVEWAY <br />__:�4 <br />\_1 <br />EXPANSION JOINT <br />_____2 #5 BARS CONT. <br />F GARAGE DOOR RECESS <br />S- SCALE: N.T.S. <br />2x4 SPF STUDS <br />@ 16" O.C. <br />5/8"0 x 8" <br />1/2" GYPSUM BOARD IF/ <br />SIMPSON TITEN HD <br />ANCHORS @ 18" O.0 <br />3-1/2" CONC. SLAB <br />(2) #5 BARS CONT. <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 />INSULATION <br />2x4 SPF STUDS <br />@ 16" O.C. <br />1/2" GYPSUM BOARD <br />8 <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 />x W <br />m <br />o Z 8"x16" CONCRETE FOOTING <br />w/ (2) #5 BARS CONT. <br />(f'c=2,500 PSI (MIN.)) <br />00 ' <br />CLEAN COMPACTED, TERMITE <br />NOTES: 1 -4 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. 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 />Li NZ COLD JOINT <br />- a- <br />#5 BARS CONT. <br />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 — 3-1 /2" <br />CONC. SLAB <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 />2x4 SPF STUDS —� <br />@ 16" O.C. <br />INSULATION — <br />3-1 /2" STEP <br />1/2"0 x 8" ANCHOR BOLT <br />w/ 2" WASHER @ 18" O.C. <br />(2) #5 BARS CONT. <br />K THICKENED SLAB @ GARAGE (BRG. ) <br />S - SCALE: N.T.S. <br />L. JASON BERGER, P.E. <br />WHETSTONE ENGINEE <br />2004 53rd AVE E <br />DATE CERTIFICATE A <br />PE# 64003 <br />F 0 <br />00 <br />M M <br />' SHEET NO. <br />G, IN . <br />FL 3420 <br />ATION > K92 S_2 <br />08 <br />