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I <br />;n <br />U <br />w <br />0 <br />CL <br />FOUNDATION PLAN <br />SCALE: 1 /4"=1'-O" <br />00 <br />I <br />26'-0" <br />a8olloll <br />-011'-8" <br />24"x24"x12" CONC FTG w/ <br />#4 REBAR ® 6" O.C. EA WAY <br />40,_O" <br />11'-8" <br />- 24"x24"x12" CONC FTG w/- <br />#4 REBAR @ 6" O.C. EA WAY <br />, <br />F03C <br />S1.0 <br />14'-0" <br />F36P <br />--- I S1.0 F11 o Fo3G F11 _. <br />!, <br />j <br />I <br />S1.0 1.0 <br />S1.0 0 S <br />OUTDOORI w/OPT. SCREEN w/OPT. SCREENCZI <br />KITCHEN <br />o <br />i ENCLOSURE ENCLOSURE <br />o <br />• <br />0" 8" I 6'-8" 8" 3 6" 8" 10'-2" 8" " <br />3'-0" 8" 7'-O" 8" 3'-0" <br />:t/CF1 <br />VERIFY M.0 <br />VERIFY M.O. <br />VERIFY M.O. <br />• <br />• • <br />rA <br />1101101 <br />• • <br />• • • <br />• • <br />• • <br />• <br />F <br />T <br />o <br />0 <br />F01 <br />�F07 <br />S.C. <br />S1.0 <br />S1.0 <br />o <br />I <br />_ <br />Lo <br />_ <br />o <br />c , <br />0 <br />I <br />S.C. <br />L, <br />3'-0 1 /2" <br />9" <br />17'-9" <br />6'-6 1 /2" 6'-10 1 /2" <br />ILL <br />F10 <br />� <br />1 STORY <br />24"x24"x12" CONC <br />S1.0 <br />1 STORY <br />d <br />• <br />2 STORY <br />FTG w/ #4 REBAR <br />Q 6" O.C. EA WAY <br />Er- <br />,r, <br />2 STORY <br />r °I <br />`r <br />I <br />I <br />L —1 <br />\ <br />cc <br />18'-2 1/ <br />``' <br />14'-8 3/4" <br />7'-1" <br />i I I <br />,=co <br />cn <br />00 <br />I <br />S1.0 <br />_ <br />00 <br />F <br />T <br />S.C. <br />40 <br />�Fl <br />N <br />_ <br />d <br />S1.0 <br />loo <br />u <br />REFER TO <br />ARCHITECTURE FOR <br />FOS <br />ACTUAL WALL LOCATION <br />S1.0 <br />S.C. n• <br />cc <br />_ <br />I <br />START SLOPE <br />�+ <br />1 <br />HERE <br />F09 <br />• <br />51.0 <br />\ I <br />L <br />L <br />S.C. <br />o <br />0 <br />PROVIDE (2) #4x3'-O" F09 <br />V IES <br />• <br />LONG CORNER CRACK $1.0 <br />BARS <br />BA LS <br />0 <br />O <br />SLAB (TYPICAL) <br />cV <br />OI <br />O <br />F01 <br />F07 <br />N <br />o <br />F04 <br />S1.0 <br />vo <br />- <br />w� <br />o r <br />S1.0 <br />imi leiF87 <br />IN <br />S.C. <br />• <br />•li • IN <br />VERIFY M.O. <br />VERIFY M.O. <br />VERIFY w <br />04 <br />M.O. N-- <br />2'-2" <br />3'-10" <br />2'-0" <br />3'-10" <br />3'-2" <br />4'-0" <br />-0' <br />1.0 <br />Fob <br />o <br />-IN <br />0 <br />24"x24"x12" CONC FTG w/ -' <br />S1.0 <br />#4 REBAR @ 6" O.C. EA WAY <br />•••g <br />••• <br />I <br />F036 F03B VERIFY M.O. <br />51.0 13'-6" S1.0 6'-6" '-0' 8" 16'-8" <br />20'-0" 20'-0" <br />40'-0" <br />, <br />LEGEND SYMBOLS <br />8x8 FILLED CELL W/ #5 REBAR <br />AT-21 <br />8x8 FILLED CELL W/ (2)#5 REBAR 0 INSIDE FACE <br />DO <br />8x8 FILLED CELL W/ NO REBAR REQUIRED <br />4 <br />45' CMU - FILL CELLS W/ #5 REBAR <br />12x12 FILLED CELL W/ (4)-#5 REBAR <br />ELE� <br />ELEVATION INDICATOR - ELEVATION NOTED IS <br />RELATIVE TO FINISH FLOOR DATUM = 0'-0' <br />XX <br />DETAIL INDICATOR <br />I 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 />G.Q.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />O THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />• BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />4/20/21 <br />DATE `iiiiiilill, <br />0 STA IF <br />R1iAIL <br />CD <br />N <br />O <br />N <br />CD <br />0 <br />O <br />00 <br />r-+ <br />00 <br />c'n <br />o <br />0 <br />r h <br />V J\ <br />o <br />00 <br />iH <br />Q� <br />U�' <br />` <br />cz <br />'� <br />• O <br />� <br />w <br />CO <br />N <br />ll&Pu Its G °~ a r <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX/XX/XXXX <br />PROJECT TYPE I <br />Single Family <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Whitestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEET <br />S1.1 <br />