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SVR Lot 5 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 />1 11[711111 <br />O <br />2 #5 BARS CONT. <br />rA_'� EXTERIOR MASONRY WALL FTG <br />SCALE: N.T.S. <br />3-1/2" CONC. SLABS 1 1 14-1/2" <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 />1 <br />8" 42 » <br />—TYPICAL 3-1/2" <br />CONC. SLAB <br />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 <br />EXPANSION JOINT <br />2 #5 BARS CONT. <br />x 8" <br />1/2" GYPSUM BOARD qT//--5/8"0 <br />SIMPSON TITEN HD <br />ANCHORS ® 18" O.0 <br />3-1/2" CONC. SLAB <br />• =o <br />(2) #5 BARS CONT. <br />H FOOTING @ INTERIOR BEARING <br />S- SCALE: N.T.S. <br />INSULATION 2x4 SPF STUDS <br />��A -,—® 16" O.C. <br />1/2" GYPSUM BOARD <br />3-1/2" STEP _ <br />St i•. d O <br />(2) #5 BARS CONT <br />WIME � <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 />xEn <br />w <br />o Z r16"CONCRETE FOOTING <br />(2) #5 BARS CONT. <br />(f'c=2,500 PSI (MIN.)) <br />00 <br />CLEAN COMPACTED, TERMITE <br />NOTES: 1 -47- 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. #5 DOWEL <br />FINISH PER ELEV. <br />3-1/2" STEP <br />3-1/2" CONC. SLAB <br />I \ - COLD1 JOINT <br />d t <br />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 -KN 3-1/2" <br />CONC. SLAB <br />d d •i�':a <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 />d <br />j1 - <br />4f <br />_ <br />d <br />•: <br />f <br />1 /2"0 x 8" ANCHOR BOLT <br />w/ 2" WASHER @ 18" O.C. <br />(2) #5 BARS CONT. <br />THICKENED SLAB @ GARAGE (BRG. <br />SCALE: N.T.S. <br />L. JASON BERGER, P.E. <br />2004 53rriAV= E Oi4 - <br />CERTIFICP,, <br />DATE PE# 640O�A <br />�(NG, INC <br />�L 34203 <br />ON n 9_98 <br />SHEET NO. <br />S-2 <br />L. JASON BIfRGER PE# 64003 <br />