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0 <br />00 <br />F03C <br />S1A <br />L <br />I <br />Ln <br />0 <br />o <br />0 <br />i <br />cn <br />40'-0" <br />26'-4" <br />F03C <br />24"x24"x12" <br />CONC FTG w/ #4 <br />51.0 <br />REBAR @ 6" O.C. EA WAY <br />F11 <br />F11 <br />--� <br />S1.0 <br />13'-0" <br />S1.0 <br />_- <br />27'-0" <br />w/OPT. SCREEN <br />w/OPT. SCREEN <br />2' <br />3 1/2" 8" <br />7'-0" <br />8" <br />4'-7° <br />8" 7'-0" 8" <br />3'-5 1/2" <br />ENCLOSURE <br />ENCLOSURE <br />VERIFY <br />M.O. <br />I <br />I <br />I <br />VERIFY M.O. <br />— <br />_T <br />' <br />w o <br />� <br />N <br />VARIES <br />0'-0" F07 <br />F01 <br />$1.0 <br />S1.0 <br />oIle <br />o <br />1'-5 1/2' <br />m <br />8 1 /2" <br />10'-2" <br />8 <br />I SOLID POUR <br />SOLID POUR <br />VERIFY <br />,�A, <br />I"; <br />M.O. <br />S.C. <br />.lint <br />VIA <br />-- <br />— <br />— �—� <br />• <br />F01 <br />S1.O <br />3'-01/2" <br />g" <br />• <br />z� <br />-51 2 S <br />0 -0" <br />— <br />S.C. <br />F26 <br />S1.0 <br />• <br />• <br />S.C. <br />a <br />REFER <br />TO ARCHITECTURE FOR <br />AC <br />rUAL WALL LOCATION FOB <br />S1.0 <br />. <br />REFER TO ARCHITECTURE FOR <br />ACTUAL WALL LOCATION F08 <br />VARIES <br />S1.0 <br />co <br />N <br />S. C. <br />F <br />— <br />I <br />STATj <br />RT SLOPE <br />F <br />�— <br />HERE <br />M <br />REFER TO DETAIL FOR <br />a <br />I <br />FLUSH ENTRY CONDITION <br />( <br />. <br />20'-9" <br />F08 - <br />S1.0 <br />VARIES <br />S.C. <br />S.C. <br />• <br />o <br />FO7 <br />I <br />i <br />o co <br />N <br />FO4 <br />S1.0 <br />a <br />S1.0 <br />cxD <br />SOLID POUR <br />SOLID POUR <br />N <br />S. C. <br />— <br />S.C. <br />• <br />• <br />7 1/2" <br />7 1/2" M <br />I <br />3'' 4" N• <br />i <br />VERIFY <br />I <br />i o <br />Ln M.O.W ' <br />F04 <br />F01 <br />F01 <br />J <br />N <br />S1.0 <br />1- <br />S1.0 <br />a' <br />L— J <br />To <br />F06 <br />• <br />• <br />• <br />• N <br />I `� <br />S1.0 <br />VERIFY M.O. <br />2'-10" <br />�8- <br />7'-0" <br />8" 2'-10"18-78 <br />al <br />VERIFY M.O. <br />1'-s 1/2" <br />8" <br />16'-8" <br />8" <br />21'-5" <br />14'-0" 4'-7" <br />le <br />11 <br />40'-0" <br />FOUNDATION PLAN <br />SCALE: 1/4"=1'-0" <br />63<10 <br />0 <br />00 <br />0 <br />Qo <br />00 <br />CXD <br />LEGEND SYMBOLS <br />❑� 8x8 FILLED CELL W/ 15 REBAR <br />FM-F-21 8x8 FILLED CELL W/ (2)#5 REBAR • INSIDE FACE <br />DO 8x8 FILLED CELL W/ NO REBAR REQUIRED <br />4 45' CMU - FILL CELLS W/ /5 REBAR <br />12x12 FILLED CELL W/ (4)-#5 REBAR <br />ELE� ELEVATION INDICATOR - ELEVATION NOTED IS <br />RELATIVE TO FINISH FLOOR DATUM = I' -I* <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 />PLUMBING NOTES: <br />REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE <br />LOCATIONS <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />00 <br />OMB <br />e--4 <br />4j <br />00 <br />o0 <br />^� <br />H <br />� <br />�-1 <br />O <br />N <br />U <br />� <br />w <br />bA <br />N <br />� <br />*Pu It e G ru,,,,U ��11­1, � <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />C.O.A.# ENGINEERING: <br />PROJECT TYPE <br />29349 <br />Single Famil, <br />1.1 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />SPECIFICATION LEVEL <br />P.E. # 66025 FLORIDA <br />Pulte <br />2/16/21 <br />DAT``1`�tlllll <br />LAN NAME <br />Cedes <br />NPC CHILD NUMBER <br />fi° = <br />2810.500 <br />ATE OF <br />SHEET <br />` <br />%,/,ONAL `���� <br />