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40'-0" <br />13'-0" 27'-0" <br />-0" 12'-0„ 2'-3 1 /2" 8„ Ll 7'-0" 8„ 4'-7„ 8" 7'-C g» 3'-5 1 /2„ <br />F03C <br />S1.0 24"x24"xl2" CONC FTG w/ #4 <br />REBAR @ 6" O.C. EA WAY VERIFY M.O. VERIFY M.O. <br />F12 <br />Q'-D" F07 <br />F01 <br />°o <br />F36P F11 <br />S1.0 S1.0 <br />VARIES <br />Ow/OPT. SCREEN`' - <br />S1.0 <br />S1.0 <br />o <br />OUTDOOR <br />I ENCLOSURE <br />CD <br />KITCHEN <br />1-0 1%2 <br />11 1/2" <br />8„ 9,-8" <br />8„ <br />N <br />SOLID POUR <br />i <br />SOLIDI POUR <br />Ln <br />— -� <br />VERIFY M-0. L <br />S. C. <br />r <br />... <br />• I <br />• <br />F01 <br />0 <br />00 <br />S1,0 o <br />3'-0 1 /2" <br />9" <br />d- <br />F07 <br />O <br />d- <br />I <br />Ln <br />-5 1 2 <br />ap <br />0 -0 <br />> <br />S. C. <br />F26 <br />S1.0 <br />i <br />I <br />• <br />I <br />S. C. <br />0 <br />1Ln <br />c <br />REFER <br />TO ARCHITECTURE FOR <br />10 <br />co <br />o <br />AC <br />UAL WALL LOCATION FOB <br />0 <br />S1.0 <br />,; <br />w <br />> <br />REFER TO ARCHITECTURE FOR <br />— <br />• <br />ACTUAL WALL LOCATION F08 <br />CD <br />VARIES <br />S1.0 <br />( <br />d- <br />S.C. <br />N <br />Tj <br />N <br />_ <br />N <br />FSTART SLOPE <br />HERE '� <br />i <br />I <br />REFER TO DETAIL FOR <br />• <br />I <br />FLUSH ENTRY CONDITION <br />MAP' <br />$10 - <br />VARIES <br />00 <br />S. C. <br />S. C. <br />• <br />0 <br />I <br />w <br />o <br />I <br />FO4 <br />a <br />FO7 <br />S1.0 <br />S1.0 <br />SOLID POUR <br />SOLID POUR <br />S. C. <br />S. C. <br />7 1/2" <br />d <br />7 1/2" <br />Ln3'M4„ <br />• <br />iLAVERIFY <br />_ <br />�' <br />o, <br />F06 <br />Lr) <br />M.O. CDL'i <br />F04 <br />L', <br />S1.0 <br />d <br />F01 <br />-d- <br />-F01 <br />1 <br />S1.0 <br />• <br />. <br />• • <br />.. <br />• <br />I <br />1-0) <br />L <br />N <br />J <br />F:--,. <br />VERIFY <br />M.O. <br />II <br />- — <br />Ilei <br />lai. <br />. <br />N <br />. <br />1 VERIFY M.O. <br />2'-10" 8" 7'-0" <br />14'-0" <br />FOUNDATION PLAN <br />SCALE: 1/4"=1'-O' <br />l'-8 1 /2" <br />2'-10" 8" 16'-8" <br />4'-7" <br />40'-0" <br />1'-8 1 /2" <br />LEGEND SYMBOLS <br />8x8 FILLED CELL W/ 15 REBAR <br />• 2 8x8 FILLED CELL W/ (2)#5 REBAR @ INSIDE FACE <br />Fol 8x8 FILLED CELL W/ NO REBAR REQUIRED <br />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 = 1'-0" <br />DETAIL INDICATOR <br />XX <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 />CD <br />cV <br />O <br />N <br />S <br />U <br />0- <br />0- <br />CD <br />U <br />0 <br />O <br />o14 <br />1 <br />r-i <br />Qc) <br />4-J <br />m <br />O <br />rr-�1 <br />VJ <br />� <br />� <br />O <br />coo <br />n� <br />F--� <br />LA <br />;-1 <br />O <br />v <br />a� <br />U <br />`Y' <br />c� <br />•O <br />V <br />0 <br />CIO <br />r <br />c� <br />N <br />c <br />*PuI'veitea� ..w <br />. ... . <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />C.O.A.# ARCHITECTURE: <br />AA26002802 PROJECT TYPE <br />C.O.A.# ENGINEERING: <br />29349 Single Famil <br />Cl THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE SPECIFICATION LEVEL <br />P.E. # 86025 FLORIDA Pulte <br />12/15/20 <br />DATE <br />0��}, PLAN NAME <br />0 IE Cedar <br />NPC CHILD NUMBER <br />' 2810.500 <br />SHEET <br />�ST F ` sil <br />