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3 <br />a <br />Ln <br />0 <br />O <br />[V <br />0 <br />Z <br />FOUNDATION PLAN <br />SCALE: 1/4"=1'-O" <br />40'-0" <br />26'-0" <br />F03C '-0" 23'-4" 1'-8" F03C <br />51.0 24"x32-xl2" CONC FTG W/ 24"x32"x12" CONC FTG W/ $1.0 <br />#4 REBAR 0 6" O.C. EA WAY #4 REBAR 0 6" O.C. EA WAY <br />14'-0" <br />• • <br />I <br />• <br />- <br />S1.0 F11 o F11 -- <br />I <br />S1.0 S1.0 <br />o <br />(OUTDOORI w/OPT. SCREEN N W/OPT. SCREEN I <br />KITCHEN <br />o <br />; <br />i ENCLOSURE ENCLOSURE <br />o <br />•.14 <br />R <br />I4'-0" <br />I 8" 16'-8" 8" 3'-8" <br />3'-0" 8" 1'-0" 8" 3'-0" <br />R <br />F12 <br />s1.o <br />VERIFY M.O. <br />• <br />AI <br />VERIFY M.O. <br />• <br />•]mini[alai• <br />•• <br />•• <br />• <br />KF01 <br />� <br />o <br />I <br />o <br />• <br />I <br />Aslo <br />S1.0 <br />• <br />S.C. <br />o <br />e <br />v <br />I <br />NR <br />R <br />O <br />f• <br />• <br />I <br />"0 <br />I <br />M <br />I <br />• <br />0'-0" <br />I <br />CV <br />O <br />I <br />CO <br />S. C. <br />17'-9" <br />6'-6 1 /2" 6'-10 1 /2" <br />ILI <br />• <br />M <br />1 STORY <br />24"x24"x12" CONC <br />F10 <br />$1.0 <br />1 STORY <br />o <br />I <br />• <br />2 STORY <br />FTG w/ #4 REBAR <br />0 6" O.C. EA WAY N <br />° Er- <br />2 STORY <br />I <br />I <br />L -1 <br />1 <br />100 <br />18'-2 1/4 <br />14'-8 3/4" <br />7'-1^ <br />1 <br />d <br />cn <br />oo <br />I <br />CN <br />1 <br />I <br />00 <br />I <br />T\ <br />Q- <br />I o <br />Z <br />0 <br />R <br />CD <br />6() <br />• <br />I <br />I <br />JF1 <br />I <br />t/) <br />p 1 <br />_ <br />S1.0 M <br />S.C. <br />• <br />I <br />-- <br />— F26 <br />• <br />S1.0 <br />I <br />� <br />o <br />I <br />REFER TO <br />ARCHITECTURE FOR <br />C14 <br />• <br />`; <br />ACTUAL WALL LOCATION <br />$1.0 <br />fV <br />� <br />• <br />R <br />00 <br />S.C. <br />I <br />START SLOPE <br />N � <br />I <br />N <br />Q' <br />HERE <br />M <br />• <br />VIES <br />` I <br />I <br />S.C. <br />o <br />ao <br />I <br />co <br />PROVIDE (2) #4x3'-0" F09 <br />VtIES <br />• <br />LONG CORNER CRACK S1.0 <br />• <br />BARS 0 ALL CORNERS <br />I <br />OF SLAB (TYPICAL) <br />I <br />_7 <br />N <br />• <br />I <br />FO7 <br />o <br />I O <br />cn <br />R <br />F01 <br />S10 <br />S1.0 <br />. <br />� <br />• <br />• • • rw7 <br />• <br />S.C. <br />�i <br />• <br />• • <br />VERIFY M.O. <br />VERIFY I <br />M.O. ..,-- <br />2'-9" <br />8" <br />7'-0" <br />8" <br />3'-11" <br />4'-6" <br />'-0 <br />10 <br />• <br />I <br />F06 <br />S1.o <br />24"x24"x12" CONC FTG w/ o <br />#4 REBAR 0 6" O.C. EA WAY o <br />R11110Fit <br />I <br />••• <br />o <br />••• <br />I <br />y11 <br />(!F(013D <br />12'-6" 1.0 <br />20'-0" <br />VERIFY M.O. <br />6'-10" '48" 16'-8" <br />20'-0" <br />40'-0" <br />LEGEND SYMBOLS <br />Q <br />8x8 FILLED CELL W/ #5 REBAR <br />AT2_1 <br />8x8 FILLED CELL W/ (2)#5 REBAR 0 INSIDE FACE <br />DO <br />8x8 FILLED CELL W/ NO REBAR REQUIRED <br />45' CMU - FILL CELLS W/ 15 REBAR <br />12x12 FILLED CELL W/ (4)-#5 REBAR <br />ELEV. LE <br />ELEVATION INDICATOR - ELEVATION NOTED IS <br />Y <br />RELATIVE TO FINISH FLOOR DATUM = 0'-0" <br />DETAIL INDICATOR <br />FLOOR SLAB NOTES: <br />3 1/2" 2,500 PSI CONCRETE SLAB ON 6MIL VAPOR BARRIER LAPPED 6" <br />AND TAPED OVER CLEAN COMPACTED SOIL <br />SLAB REINFORCEMENT <br />FLOOR SLABS SHALL BE REINFORCED BY STEEL REINFORCING BARS AT <br />REENTRANT CORNERS SUCH AS INSIDE CORNERS OF AN "L' SHAPED SLAB <br />REENTRANT CORNERS SHALL HAVE TWO PIECES OF REBAR, 36" (914mm) <br />LONG, PLACED DIAGONALLY TO THE CORNER, 12' (305mm) APART, WITH <br />THE FIRST BAR PLACED 2" (51mm) FROM THE CORNER. ALL <br />REINFORCEMENT SHALL BE SUPPORTED TO REMAIN IN PLACE FROM THE <br />CENTER TO THE UPPER 1/3 OF THE SLAB FOR THE DURATION OF THE <br />CONCRETE PLACEMENT. <br />I PLUMBING NOTES: <br />REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE <br />LOCATIONS <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />71 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />11 /16/20 <br />DATE <br />AQ STATE <br />6,10 AL <br />o <br />! <br />r--4 <br />00 <br />VJ <br />� <br />O <br />CN <br />U <br />cl� <br />N <br />� <br />PRODUCT MANAGER <br />RELEASE <br />DATE: xx /xx /xxxx <br />PROJECT TYPE <br />Sinele Family <br />SPECIFICATION LEVEL I <br />Pulte <br />PLAN NAME <br />Whitestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEET <br />S1.1 <br />