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0 <br />0 <br />11 <br />FOUNDATION PLAN <br />SCALE: 1/4"=1'-0" <br />iI r <br />R <br />Lo <br />00 <br />CID <br />a <br />rR <br />40'-0" <br />10'-0" 30,-0" <br />9'-0" <br />2'-7" 8" 10'-2" 8" 4'-51/2" 8" 7'-0" 8" 3'-11/2" <br />24"x24"x12" CONC. FTG. w/ <br />#4 BARS 6" O.C. EA WAY <br />VERIFY M.O. <br />VERIFY M.O. <br />W/ OPT. <br />SCREEN <br />ENCLOSURE o `r <br />F11 N ^ <br />F01 <br />F01 <br />S1.0 <br />S1.0 <br />• <br />T­• <br />S1.0 I <br />1'-21/2" <br />2'-11/2" 6'-8" N <br />I <br />R <br />( <br />N R <br />N <br />VERIFY M.O. N <br />•lei <br />CJ <br />0 <br />• <br />CJ <br />F07 <br />3'-01/2" <br />9" <br />S1.0 <br />-J <br />Ri <br />-5 22 <br />: <br />I <br />• <br />•I <br />CJ <br />Fzs I <br />S1.0 <br />o <br />•I <br />I• <br />-- F01 <br />S1.0 <br />( <br />• <br />• <br />I CJ <br />CJ <br />• <br />REFER TO ARCHITECTURE FOR <br />ACTUAL WALL LOCATION <br />S1.0 <br />FT <br />CJ <br />I <br />r- <br />M <br />SLOPE STARTS <br />HERE <br />I <br />2 <br />'-10" <br />S1.0 <br />VARIES <br />I <br />• <br />0 <br />CJ <br />o <br />S1.0 <br />F07 <br />N <br />c� <br />�WON <br />I <br />FOl CJ ^ VERIFY <br />CJ <br />I <br />• <br />• M M.O. <br />$1.0 5 ,-5 " S1.0 <br />_-- <br />ICF10.1� � I � <br />� <br />— — — I o <br />in] <br />iniall I loin• All• <br />• <br />VERIFY M.O. I <br />51.0 <br />I <br />co <br />• ••• <br />•• <br />• <br />VERIFY M.O. <br />32"x24"x12" 1-3 1/2 1'-8° 4'-3" 1'-9" <br />CONC. FTG. w/ <br />#4 BARS 6" O.C. °o <br />EA WAY • • <br />F03C 32%24%12" <br />CONC. FTG. w/ <br />S1.0 #4 <br />BARS 6" O.C. EA WAY <br />2'-111/2" g" 7'-0" 8" 1'-8" 4'-11" 1'-8" <br />16'-8" <br />12'-3" 1112" It <br />[:EE <br />81-3" <br />19'-6" <br />40'-0" <br />YI <br />i <br />d- <br />R <br />0 <br />mc" <br />d- <br />7.1 <br />oo <br />00 <br />i <br />oo <br />i <br />LEGEND SYMBOLS <br />Q 8x8 FILLED CELL W/ #5 REBAR , <br />• 2 8x8 FILLED CELL W/ (2)#5 REBAR 0 INSIDE FACE <br />8x8 FILED CELL W/ NO REBAR REQUIRED <br />45' CMU - FILL CELLS W/ #5 REBAR <br />❑e 12x12 FILLED CELL W/ (4)-#5 REBAR <br />ot ELEV. ELEVATION INDICATOR - ELEVATION NOTED IS <br />Y 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 V <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. AL <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 AL FIXTURE <br />LOCATIONS <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />12/29/20 <br />DATE``+`Iiittlf/ �!' <br />ST <br />// '•. �0R1tlp <br />///!oNa1 ����.�. <br />L <br />o <br />cn <br />r� <br />v <br />M <br />o <br />� <br />O <br />O <br />crN <br />U <br />tz <br />co <br />c <br />Nm0 <br />tpulteu'i U,w <br />T <br />N <br />o <br />O <br />N N <br />rj M <br />OHO w <br />�O v4 <br />W <br />O <br />N <br />� Q <br />cn <br />T1 <br />� O 0 <br />PRODUCT MANAGER <br />RELEASE <br />DATE: 10 /30 /2020 <br />PROJECT TYPE I <br />Sinele Fanu1v <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Hi h ate <br />NPC CH NU ER <br />2811.500 <br />SHEET <br />S1.1 <br />E <br />