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e <br />r <br />FOUNDATION PLAN <br />SCALE: 1 /4"=1'-O" <br />00 <br />I <br />40'-O" <br />26'-0" <br />'-0" 23'-4" 1'-8° <br />51.0 24"x32"x12" CONC FTG w/ 24"x32"x12" CONC FTG w/ !Sl <br />#4 REBAR ® 6" O.C. EA WAY #4 REBAR ® 6" O.C. EA WAY <br />14'-0" <br />f <br />RLE — —� <br />•-- <br />S1.0 F11 o F11 -- <br />I S1.025S1.0 <br />o <br />I <br />IOUTDOORI w/OPT. SCREEN w/OPT. SCREEN I <br />KITCHEN <br />o <br />i ENCLOSURE ENCLOSURE.14 <br />o <br />.I <br />= <br />I <br />4'-0' I 8" , 16'-8" 8" 3'-8" <br />3'-0" 8" 7'-0" 8" 3'-0" <br />F12 <br />'' <br />---� <br />S1.0 <br />VERIFY M.O. <br />• <br />VERIFY M.O. <br />• <br />• <br />•• <br />•• • <br />•• <br />•• <br />• <br />;jFO 1 <br />• <br />I <br />FO7Z <br />S1.0 <br />• <br />S.C. <br />o <br />I <br />I <br />I <br />I <br />i17 <br />-to <br />R <br />f <br />f <br />rn <br />O <br />^ <br />• <br />• <br />I <br />I <br />I <br />0'-0" <br />I <br />CV <br />I <br />I <br />• <br />O <br />I <br />tD <br />S.C. <br />3-3" <br />9" <br />17'-9" <br />6'-6 1/2" 6'-101/2" <br />• <br />'>_ <br />1 STORY <br />" " " <br />24 x24 x12 CONC <br />F10 <br />S1,0 <br />1 STORY <br />d <br />• <br />2 STORY <br />FTG w/ #4 REBAR <br />® 6" O.C. EA WAY <br />Ec <br />�"� 2 STORY <br />r 00 <br />\ <br />L_ <br />N <br />18'-2 1/4 <br />14'-8 3/4' <br />7'-1" <br />I <br />d <br />� <br />I <br />00 <br />R <br />. <br />I <br />00 <br />F� <br />JF10_� <br />a <br />CG <br />Ln <br />� �' <br />_ <br />S�' <br />_ <br />1.o <br />S. C. <br />• <br />F26 <br />• <br />s1.0 <br />o <br />REFER TO <br />ARCHITECTURE FOR <br />F08 <br />• <br />`1 <br />ACTUAL WALL LOCATION <br />S1.0 <br />f <br />• <br />L <br />60 <br />START SLOPE <br />N <br />c' <br />HERE <br />M <br />• <br />• <br />S1.o <br />` I <br />I <br />S.C. <br />o <br />100 <br />-1 <br />PROVIDE (2) #43 -0 FM <br />VtU <br />I <br />• <br />LONG CORNER CRACK S10 <br />• <br />BARS @ ALL CORNERS <br />b, <br />OF SLAB (TYPICAL) I <br />I = <br />N <br />• <br />I <br />FO7 I <br />o <br />� <br />I �� <br />I <br />o <br />I <br />o <br />d- <br />' <br />F01 <br />S1.0 <br />O <br />' <br />F04 <br />S1.0 <br />I <br />I <br />J ^ <br />S1.0 <br />• • I Vllll,, 0-77 <br />J. <br />S.C. <br />mini <br />lei• <br />VERIFY M.O. <br />VERIFY w <br />`r <br />d <br />2'-9" <br />8" <br />7'-0" <br />8" <br />3'-11" <br />M.O. N <br />4'-b" <br />'-0 <br />SO4 <br />• <br />-- <br />;a <br />I <br />F06 <br />51.0 I <br />24"x24"x12" CONC FTG w/ o <br />Lp <br />#4 REBAR ®6" O.C. EA WAY o <br />N <br />OF <br />• <br />I <br />F03D F03D <br />S1.0 g" 12'-6" S1.0 <br />20'-0" <br />VERIFY M.0 <br />6'-10" '-0 8° 16'-8" <br />20'-O" <br />40'-0" <br />LEGEND SYMBOLS <br />❑• <br />8x8 FILLED CELL W/ #5 REBAR <br />• 2 <br />8x8 FILLED CELL W/ (2)J5 REBAR 0 INSIDE FACE <br />❑O <br />8x8 FILLED CELL W/ NO REBAR REQUIRED <br />45' CMU - ALL CELLS W/ #5 REBAR <br />1202 FILLED CELL W/ (4)-15 REBAR <br />ELE <br />ELEVATION INDICATOR - ELEVATION NOTED IS <br />RELATIVE TO FINISH FLOOR DATUM = 0'-0' <br />DETAIL WCATOR <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 />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />1 /27/21 <br />DATE�I�ttlfili!! <br />.� ��ar�f . '�•, <br />No. 8802 <br />IF <br />�� •'• , LORiOp'.•'�2'�a <br />a. <br />Z3 <br />CL <br />O <br />N <br />c� <br />a <br />0 <br />U <br />u <br />o <br />00 <br />0 <br />UO) <br />�00 <br />A� <br />W <br />Cr <br />U <br />0 PSI <br />bA <br />N <br />� <br />tPulteGroup- <br />4) %Z <br />t <br />vz <br />N <br />N� <br />o <br />0 <br />N <br />O � <br />bo <br />� M <br />7 <br />a% �1 <br />Q N �' <br />4� Z <br />o O <br />O 0R 4 <br />O Q <br />-ic <br />wcis <br />00 0 <br />� ;�ql' w <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />PROJECT TYPE I <br />Sinele Familv <br />SPECIFICATION LEVEL I <br />Nlte <br />PLAN NAME <br />VVMtestone <br />NPC CHILD NUMBER <br />2117.501 <br />I <br />silE <br />