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3 <br />Q <br />0 <br />0 <br />U <br />0 <br />C <br />0 <br />N <br />c <br />0 <br />0 <br />d <br />FOUNDATION PLAN <br />SCALE: 1 /4"=1'-O" <br />An, n" <br />10'-8" 29141 <br />'-0» 8'-80 -0 <br />F03C <br />24"x24"x12" CONC. FTG. w/ <br />S1.0 <br />S1.0 <br />#4 BARS 6" O.C. EA WAY <br />S1.0 <br />o <br />L <br />"'� 4 <br />w/ OPT. w/ OPT. <br />SCREEN SCREEN <br />ENCLOSURE ENCLOSURE <br />F11 F11 <br />2 -7" 8» 10'-2" 8" 4'-5 1 /2" g" 7'-0" g" 3'-1 1 /2" <br />S1.0 S1.0 <br />--- <br />VERIFY M.O. VERIFY M.O. 11 <br />I <br />I <br />i <br />o <br />I <br />• <br />_ F01 <br />� 51.0 <br />F01 <br />51.0 -� <br />• <br />1'-21/2" <br />21-11/2» 6'-8" <br />N <br />N <br />el <br />I <br />i <br />VERIFY M,0 <br />I <br />N <br />• <br />• <br />• <br />• <br />CJ <br />o <br />I <br />0 <br />• <br />CJ <br />o <br />F07 <br />3'-01/2" <br />9" <br />CK <br />i <br />-5 1 2 <br />0 <br />> 00CID <br />�r <br />CJ <br />F26cxD <br />I <br />O <br />o <br />S1.0 <br />o <br />o <br />- <br />cxD <br />•- <br />0 <br />0 <br />o <br />0 <br />• <br />CJ <br />CJ <br />. <br />0 <br />n7-0 <br />0 <br />0 <br />M <br />00 <br />REFER TO ARCHITECTURE FOR Po8 <br />ACTUAL WALL LOCATION <br />S1.0 <br />— <br />- <br />°o <br />`� <br />CJ <br />( <br />SLOPE STARTS <br />HERE <br />• <br />CID <br />2 <br />'-10" <br />F0� <br />S1.0 <br />VARIES <br />im <br />I <br />0 <br />cn <br />( n <br />CJ <br />I <br />• <br />I <br />00 <br />I <br />b <br />S10 <br />i[7 <br />FO7 <br />- <br />N <br />\ <br />oCo <br />• <br />C.I <br />n <br />CIO <br />FO1 CJ <br />S1.0 FOl <br />_-• I <br />51 <br />VERIFY <br />2» 3,-4„0 51 <br />F04 <br />CJ <br />FO6 <br />" <br />S1.0 <br />S1. <br />NofS1.0 <br />d- <br />I <br />o <br />I <br />w <br />_I <br />`" <br />4'-3" <br />• <br />ININ <br />I I•IN <br />Imi• <br />• <br />•a <br />•• <br />• <br />VERIFY M.O. <br />L 1'-8"L <br />1'-9" b I" <br />L VERIFY M.O. <br />1'-312" <br />• <br />• <br />N <br />F03C <br />32"x24"x12" CONC. FTG. w/ <br />32"x24"x12" CONC. FTG. w/ <br />#4 BARS 6" O.C. EA WAY <br />TV8" <br />S1,0 <br />#4 BARS 6" O.C. EA WAY <br />2'-111/2" <br />8» <br />7'-0" <br />8» <br />4'-11" <br />1'-8" <br />16,-8" <br />8" <br />1'-9» <br />12'-3" 11 1 /2' <br />8'-3" <br />19'-6" <br />LEGEND SYMBOLS <br />❑• 8x8 FILLED CELL W/ #5 REBAR <br />116121 8x8 FILLED CELL W/ (2)#5 REBAR 0 INSIDE FACE <br />❑O 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 />XX DETNL 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 />O <br />o <br />oMC <br />c-q <br />00 <br />V J\ <br />O <br />OQ <br />n� <br />C-4 <br />U <br />r--q <br />`Y' <br />co <br />12 <br />O <br />� <br />w <br />o� <br />� <br />cCS <br />N <br />a <br />u�a <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX XX XXXX <br />REV I DATEMMWIM <br />C.Q.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />PROJECT TYPE <br />29349 <br />Sin le Family <br />F.] THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />• BENJAMIN NIESE, PE <br />SPECIFICATION LEVEL <br />P.E. # 86026 FLORIDA <br />11 /30/20 <br />Pulte <br />DATE 0%%1 fill/ <br />1 a!►� i�� <br />PLAN NAM <br />Highgate <br />12811.500 <br />NPC CHIM NU ER <br />�. <br />No. 86 <br />-' <br />'• STATE � ki�� <br />SHEET <br />,. <br />