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SVR Lot 19 Block 3 <br />8" C.M.U. <br />FINISH <br />PER ELEV. 25" LAP MIN <br />1 #5 DOWEL <br />FINISH FLOOR (1) #5 BAR CONT. <br />" <br />�3-1/2CONC. SLAB FINISH GRADE <br />C z <br />FINISH GRADE <br />1'-4" 2 #5 BARS CONT. <br />A EXTERIOR MASONRY WALL FTG <br />S- SCALE: N.T.S. <br />3-1/2" CONC. SLAB 14-1 /2" <br />13" <br />J <br />I ,, •Arr I <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 />(2) #5 BARS CONT <br />—TYPICAL 3-1/2- <br />CONC. SLAB <br />F 00 <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 <br />Q W <br />:5i m <br />_ o <br />o Z <br />EXPANSION JOINT 00 AV <br />INSULATION <br />INSULATION <br />2x4 SPF STUDS <br />@ 16" O.C. <br />1/2" GYPSUM BOARD <br />3-1/2" STEP IV _ <br />M <br />7r4 <br />4" <br />3" 1'-0" <br />I <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 />-4 3-1/2" CONC. SLAB <br />811x16" CONCRETE FOOTING <br />w/ (2) #5 BARS CONT. <br />(f'c=2,500 PSI (MIN.)) <br />2 #5 BARS CONT. CLEANI 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 />SIMPSON TITEN HD <br />ANCHORS @ 18" O.0 <br />H FOOTING @ INTERIOR BEARING <br />S- SCALE: N.T.S. <br />OPTIONAL STEMWALL FOOTING <br />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 />COLD JOINT <br />1'-4" 2 #5 BARS CONT. <br />MASONRY WALL FOOTING @ PATIO <br />L 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 />4 •; :� <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 />�. <br />• . ' :' :.? .: FINISH GRADE <br />24"x24"x16" FTG <br />w/ (3) #5 BARS <br />@ 8" O.C. E.W. <br />2.-0rr <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 />0 THICKENED SLAB <br />1/2"0 x 8" ANCHOR BOLT <br />w/ 2" WASHER @ 18" O.C. <br />(2) #5 BARS CONT. <br />%% SCALE: N.T.S. 2004 53rd A\ <br />CERTIFICATE <br />L. JASON BERGER, P.E. DATE '), <br />PE# 64003 <br />L. JAS04 <br />STING, <br />FL 342 <br />A # 9 <br />2008 <br />GER PE# 64003 <br />00 <br />cn <br />-Cl <br />N <br />> 0 <br />Cn O <br />'n <br />SHEET NO. <br />S-2 <br />