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SVR Lot 17 Block 3 <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 />00 <br />_I b <br />6. <br />1'-4" 2 #5 BARS CONT. <br />EXTERIOR MASONRY WALL FTG <br />SCALE: N.T.S <br />3-1/2" CONC. SLABS 14-1/2" <br />13" <br />00 <br />E GARAGE DOOR RECESS <br />S — SCALE: N.T.S. <br />2x4 SPF STUDS <br />® 16" O.C. <br />(1) #5 BAR CONT. <br />FINISH GRADE <br />11, <br />8" 42 <br />TYPICAL 3-1/2" <br />CONC. SLAB <br />B_`� THICKENED SLAB EDGE <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 />DRIVEWAY x 0 <br />a W <br />� m <br />8 <br />0 <br />O z <br />'I- w <br />ANSION JOINT 00 <br />INSULATION 2x4 SPF STUDS <br />��A �—O 16" O.C. <br />1/2" GYPSUM BOARD <br />3-1/2" STEP <br />r <br />� o <br />1141 <br />(2) #5 BARS CONT <br />C THICKENED SLAB @ GAR. (NON-BRG. ) <br />S- SCALE: N.T.S. <br />EXPANSION JOINT +�- 10" <br />3-1/2" CONC. SLAB - 3-1 /2" <br />CONC. SLAB <br />00 •i 'i <br />1'-4"1--2 #5 BARS CONT. <br />D EXTERIOR DOOR SILL <br />S- SCALE: N.T.S. <br />25" LAP MIN. <br />1 #5 DOWEL <br />3-1/2" CONCRETE SLAB w/ <br />FIBERMESH (f'c = 2,500 psi (MIN.)) <br />8" C.M.U. <br />3-1/2" CONC. SLAB FINISH PER. ELEV. <br />8"x16" CONCRETE FOOTING FINISH GRADE <br />w/ (2) #5 BARS CONT. 00 24"x24"x16" FTG <br />(f'c=2,500 PSI (MIN.)) _ + - ,r <br />'.� w/ (3) #5 BARS <br />® 8" O.C. E.W. <br />2 #5 BARS CONT. 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 />5/8"0 x 8" <br />1/2" GYPSUM BOARD qT// <br />SIMPSON TITEN HD <br />ANCHORS ® 18" O.0 <br />3-1/2" CONC. SLAB <br />-. _O <br />(2) #5 BARS CONT. 1'-4" <br />H FOOTING @ INTERIOR BEARING <br />S- SCALE: N.T.S. <br />OPTIONAL STEMWALL FOOTING <br />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 />COLD JOINT <br />t <br />00 t <br />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 />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 />A. <br />S <br />1/2"0 x 8" ANCHOR BOLT <br />w/ 2" WASHER @ 18" O.C. <br />(2) #5 BARS CONT. <br />THICKENED SLAB @vAWRAG€4 <br />SCALE: N.T.S. <br />CERTIFICATE OF <br />L. JASON BERGER, P.E. <br />DATE FEB <br />PE# 64003 <br />L. JASON BE <br />[lilfd>fN ING I <br />0 r 342 <br />I ON#9: <br />008 <br />GER PE# 64003 <br />W <br />J <br />H <br />W <br />o <br />Z <br />w <br />y <br />O <br />F-�--I <br />z Q <br />O Z <br />�1 <br />U ZD <br />On <br />O <br />w � <br />f <br />H <br />Q fY <br />Cid <br />o <br />Z <br />O N <br />ri <br />• .� <br />z <br />a <br />Z <br />a <br />H <br />SHEET NO. <br />S-2 <br />