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u <br />scl <br />ZE <br />13'-0" <br />aF03C '-O" 12'-0" <br />$1,0 24"x24"x12" CONC FTG w/ #4 <br />I REBAR Q 6" O.C. EA WAY <br />40'-0" <br />27'-0" <br />2'-3 1 /2" 8" 7'-0" 8" 4'-71) 8" 71-0" 8" 3'-5 1 /2" F12 <br />S1.0 <br />VERIFY M.O. VERIFY M.O. /' <br />— — — <br />• <br />••10181 <br />loin <br />16161 1 <br />on <br />—:r---- <br />---- <br />—�I <br />F11 <br />AFO <br />1 S1,0 0 <br />VARIES <br />0'-0" FO7 <br />- <br />w/OPT. SCREEN \ <br />S1.0 <br />S1.0 <br />0 <br />o <br />I ENCLOSURE <br />• <br />1'-5 1 /2' <br />8 1 /2" <br />10'-2" <br />8' <br />I SOLID POUR <br />F <br />SOLID POUR <br />NL <br />Ln <br />VERIFY M`6. <br />S.C. <br />• <br />• <br />• —� <br />I <br />• <br />F01 <br />S1.0 <br />• <br />I <br />3'-0 1 /2" <br />g- <br />o <br />_ <br />- <br />� <br />°i <br />0'-O" <br />X)lLn <br />of <br />w <br />I <br />• <br />S.C. <br />— <br />F26 <br />I <br />S1.0 <br />cc <br />I <br />I <br />I• <br />I <br />S.C. <br />• <br />� <br />REFER <br />TO ARCHITECTURE FOR <br />' <br />o <br />AC <br />UAL WALL LOCATION F08 <br />CD <br />7 <br />I <br />S1.0 <br />CV <br />• <br />REFER TO ARCHITECTURE FOR <br />— — <br />• <br />I <br />ACTUAL WALL LOCATION F08 <br />o <br />- <br />VARIES <br />$1,0 <br />0 <br />� <br />S.C.14- <br />� <br />Tj\ <br />N <br />i <br />START SLOPE <br />HERE M <br />REFER TO DETAIL FOR <br />• <br />( <br />I FLUSH ENTRY CONDITION <br />• <br />20'-g„ <br />IF08 <br />VARIES <br />S1.0 <br />co <br />S. C. <br />S. C. <br />•I <br />IN OF <br />( <br />o <br />occ°o <br />o <br />F04 <br />• <br />F07 <br />I <br />S1.0 <br />I <br />• <br />I <br />S1,0 <br />SOLID POUR <br />I <br />SOLID POUR <br />. <br />co <br />S.C. <br />S.C. <br />Ca <br />• <br />• <br />7 1 /21p—[ <br />7 fl/2' <br />zi <br />3' - 4" <br />• <br />- <br />VERIFY <br />a, <br />FO6 <br />• <br />"' <br />M.O. o <br />- <br />F04 <br />S1.0 <br />=� <br />F01 <br />o �- <br />S1.0 <br />S1.0 <br />• <br />d <br />o <br />- F01 F01 <br />00 <br />N <br />CV <br />CDVERIFY M.O. <br />- <br />o <br />-C-4 <br />N <br />CV <br />, <br />VERIFY M.O. <br />3'-2" 7'-8" 3'-2" <br />14'-0" <br />FOUNDATION PLAN - <br />SCALE: 1/4"=1'-O" <br />1'-8 1 /2" <br />4'-7" 21'-5" <br />40'-0" <br />1'-8 1 /2" <br />LEGEND SYMBOLS <br />❑� 8x8 FILLED CELL W/ #5 REBAR <br />FMT-21 8x8 FILLED CELL W/ (2)#5 REBAR ® INSIDE FACE <br />QO 8x8 FILLED CELL W/ NO REBAR REQUIRED <br />4 45- CMU - FILL CELLS W/ #5 REBAR <br />10 12x12 FILLED CELL W/ (4)-#5 REBAR <br />ELE� ELEVATION INDICATOR - ELEVATION NOTED IS <br />RELATIVE TO FINISH FLOOR DATUM = 0'-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 />0 <br />^, <br />o <br />0 <br />WM <br />t"J <br />? <br />r-q <br />00 <br />o <br />r ^ <br />vJ <br />00 <br />r <br />n� <br />F� <br />►5-� <br />01N <br />O <br />Uc� <br />M <br />0 PSI <br />(a) <br />O <br />J <br />� <br />bA <br />c" <br />N <br />� <br />\ ap <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX/XX/XXXX <br />.O.A,ENGINEERING: <br />TYPE <br />24 <br />[LPROJECT <br />le Famil <br />[* 'I`HOMA> A. ESER, P <br />P, . # 73242 t ORI A< <br />* BENJAMIN NIE E, PE <br />SPECIFICATION LEVEL <br />P.E.#86025 FLORIDA <br />PUlte <br />5/20/21 <br />DA"i4`����I t��# <br />PLAN NAME <br />Cedar <br />NPC CHILD NUMBER <br />. <br />2810.500 <br />44 TAT OF <br />SHEET <br />S1.1 <br />