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3 <br />Q <br />in <br />0 <br />0 <br />O <br />CV <br />O <br />CV <br />a) <br />a <br />w <br />O <br />a <br />FOUNDATION PLAN <br />SCALE: 1 /4"=1'-O" <br />0 <br />Zo <br />co <br />F03C <br />S1.0 <br />0 <br />c <br />00 <br />un <br />MR <br />0 0 <br />0 <br />oc <br />I <br />CID <br />00 <br />co <br />Es <br />10'-8" 29'-4" <br />F03C <br />24"x24"x12" CONC. FTG. w/ <br />#4 BARS 6" O.C. EA WAY <br />S1.0 <br />:T-- <br />w/ OPT. <br />SCREEN <br />(SCREEN <br />ENCLOSURE ENCLOSURE <br />--- F11 F11 --- <br />S1.0 S1.0 <br />2'-7" 8" L, 10'-2" 8" 4'-51/2" 8" 7'-0" 8" 3'-11/2" <br />VERIFY M.O. <br />VERIFY M.O. <br />lei <br />I imill. <br />-- <br />: <br />wo— <br />CD > <br />CIO <br />• <br />__ F01 <br />S1.0 <br />F01 <br />S1.0 <br />• <br />cn <br />1'-21/2" <br />2'111/2" 6'_8„ N <br />N <br />N <br />VERIFY M.0'A" <br />N <br />-i <br />I <br />• <br />• <br />• <br />• <br />cJ <br />I <br />0 <br />cJ <br />FO7 <br />3'-0 1 /2" <br />9" <br />S1.0 <br />ff <br />i <br />�i <br />71 <br />-51 2 <br />I <br />e <br />• <br />cJ <br />F26 <br />S1.0 <br />O <br />o <br />S1.0 <br />rwl� <br />cJ <br />cJ <br />in <br />F01 -- <br />S1.0 <br />REFER TO ARCHITECTURE FOR F08 <br />ACTUAL WALL LOCATION <br />S1.0 <br />cJ <br />r — <br />M <br />SLOPE STARTS <br />HERE <br />2 <br />'-10" S10 <br />F08 <br />LOCATION PER <br />S1.0 <br />VARIES <br />ARCHITECTURE I <br />• <br />0 <br />cJ <br />F04 -- <br />51.0 <br />0 <br />N <br />o <br />W <br />. <br />FO7 <br />S1.0 <br />0 <br />• <br />I F01 CJ <br />VERIFY <br />M.O.To3'-4" 51 <br />V12 <br />FO6CJ <br />(EF10.1'L— <br />�o <br />L <br />J <br />IV <br />• <br />.. <br />. <br />• <br />. <br />.. -I <br />.. <br />VERIFY M.O. <br />I VERIFY M.O. <br />2'-111/2" <br />8" <br />7'-0" <br />8" <br />2'-111/2" <br />4'-3" <br />1'-9" <br />8" <br />16'-8" <br />8" <br />114 <br />21'-6" <br />40'-0" <br />cc <br />� I <br />� d- <br />As <br />00 <br />I <br />I <br />Ln <br />I <br />Ln <br />LEGEND SYMBOLS <br />❑� 8x8 FILLED CELL W/ #5 REBAR <br />• 2 8x8 FILLED CELL W/ (2)#5 REBAR ® INSIDE FACE <br />❑O 8x8 FILLED CELL W/ NO REBAR REQUIRED <br />4 45' CMU - FILL CELLS W/ 15 REBAR <br />Al2x12 FILLED CELL W/ (4)-#5 REBAR <br />ELEV. <br />ELEVATION INDICATOR - ELEVATION NOTED IS <br />RELATIVE TO FINISH FLOOR DATUM = 0'-0" <br />XX DETAIL INDICATOR <br />FLOOR SLAB NOTES: <br />3 1/2" 2,500 P9 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.Q.A.# ARCHITECTURE: <br />AA26002802 <br />O <br />Lo <br />rq <br />00 <br />-I� <br />m <br />O <br />rN <br />VJ <br />� <br />O <br />♦ <br />� <br />O <br />o0 <br />A� <br />�1 <br />-N <br />N <br />U <br />`Y' <br />�as <br />PIC$ <br />o <br />U] <br />c" <br />N <br />as <br />c <br />C N <br />v <br />_o <br />M <br />O <br />O � <br />1 U-3 <br />r- M <br />OQ `� <br />cn <br />� Q <br />CT o <br />'iC O A <br />CO <br />UP, 114 <br />PRODUCT MANAGER <br />I RELEASE I <br />DATE: XX /XX /XXXX <br />C.O.A.# ENGINEERING: <br />PROJECT TYPE <br />29349 <br />Single Family <br />0 THOMAS A. WEBER, PE <br />P.E. ,# 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />SPECIFICATION LEVEL <br />P.E. # 86025 FLORIDA <br />Pulte <br />9/2v2o <br />DATE %%J11111111 t <br />PLAN NAME <br />� <br />�INPCHi <br />h ate <br />CHI NU ER <br />. 0 <br />2811.500 <br />�r <br />w <br />�W r <br />SHEET <br />fitORI'0 <br />S1.1 <br />