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SVR Lot 1 Block 2 <br />8" C.M.U. 2x4 SPF STUDS <br />FINISH INSULATION <br />PER ELEV. 25" LAP MIN @ 16" O.C. <br />1 #5 DOWEL <br />FINISH FLOOR TYPICAL 3-1/2" 1/2" GYPSUM BOARD EXPANSION JOINT +�— 10" <br />3-1/2" (1) #5 BAR CONT. CONC. SLAB 3-1/2" STEP = <br />CONC. SLAB FINISH GRADE —�cv 3-1/2" CONC. SLAB —'r"' CONC. <br />1\ <br />CD <br />z FINISH GRADE _ <br />00 <br />-iN 4" <br />- 8„ 41 (2) #5 BARS CONT. ' <br />.. 2 <br />1'-4" 3" F-0. 1 —4 2 #5 BARS CONT. <br />2 #5 BARS CONT. <br />A EXTERIOR MASONRY WALL FTG B THICKENED SLAB EDGE C THICKENED SLAB @ GAR. (NON -BRIG.) D EXTERIOR DOOR SILL <br />S- SCALE: N.T.S. S- SCALE: N.T.S. S— SCALE: N.T.S. S- SCALE: N.T.S. <br />VERTICAL WALL REINFORCEMENT <br />(1) #5 DOWEL PLACED TO 25" LAP MIN. <br />MATCH VERTICAL WALL 1 #5 DOWEL <br />REINFORCEMENT (LAP 3-1/2" CONCRETE SLAB w/ <br />SPLICE = 25" MIN. ) FIBERMESH (f'c = 2,500 psi (MIN.)) <br />3-1/2" CONC. SLAB 14-1/2' FINISHED FLR., 8" C.M.U. <br />DRIVEWAY o 3-1/2" CONC. SLAB FINISH PER. ELEV. <br />13" x <br />Q W <br />Z 8"x16" CONCRETE FOOTING ;... FINISH GRADE <br />o <br />N w/ (2) #5 BARS CONT. rr , 24"x24"xl6" FTG <br />(f'c=2,500 PSI (MIN.)) <br />EXPANSION JOINT 00 ` w/ (3) #5 BARS <br />@ 8" O.C. E.W. <br />#5 BARS CONT. CLEAN COMPACTED, TERMITE 2'-0" <br />NOTES: 1 —4 TREATED STRUCTURAL FILL <br />E GARAGE DOOR RECESS FREE OF ALL DEBRIS MASONRY COLUMN FOOTING <br />1. GROUT CELLS SOLID BELOW FINISHED FLOOR. <br />S— SCALE: N.T.S. 2. FOUNDATION DOWELS NOT LAP SPLICED w/ VERTICAL WALL S— SCALE: N.T.S. <br />REINFORCEMENT SHALL BE CUT—OFF AT FINISHED FLOOR ELEVATION <br />F 1/2" GYPSUM BOARD <br />OPTIONAL STEMWALL FOOTING 1/2"0 x 8" ANCHOR BOLT <br />2x4 SPF STUDS 2x4 SPF STUDS <br />@ 16" O.C. S— SCALE: N.T.S. 25" LAP MIN @ 16" O.C. w/ 2" WASHER @ 18" O.C. <br />5/8"0 x 8" 8" C.M.U. 1 #5 DOWEL <br />1/2" GYPSUM BOARD SIMPSON TITEN HD FINISH PER ELEV. INSULATION <br />ANCHORS @ 18" O.0 3-1/2" CONC. SLAB 3-1/2" STEP 3-1/2" STEP � <br />3-1/2" CONC. SLAB COLD JOINT <br />-�- <br />(2) #5 BARS CONT. <br />2 #5 BARS CONT. (2) #5 BARS CONT. <br />H FOOTING @ INTERIOR BEARING MASONRY WALL FOOTING @ PATIO K THICKENED SLAB @ G T I <br />S- SCALE: N.T.S. S- SCALE: N.T.S. S— SCALE: N.T.S. 2004 53rd AVE E 8 FL <br />CERTIFICATE OF Z � <br />REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE <br />2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) L. JASON BERGER, P.E. DATE ��$ <br />(w/ 05 & 06 SUPPLIMENTS) & ASCE 7-02. ALL OTHER DESIGN PE# 64003 <br />ELEMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. <br />L. JASO BERGER PE# 64 <br />- 0 SHEET NO. <br /># 2 8 <br />S-2 <br />