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'1A71r <br />S1.0 <br />'G <br />i <br />M � <br />00 <br />I <br />CID <br />FOUNDATION PLAN <br />SCALE: 1/4'=1'-O" <br />10'-8" <br />'-0" 8'-8" <br />24"x24"x12" CONC. FTG. w/ <br />S1.0 <br />#4 BARS 6" O.C. EA WAY <br />4 1 <br />W/ OPT. <br />SCREEN <br />(SCREEN <br />ENCLOSURE ENCLOSURE( <br />.-. F11 F11 __. <br />2'-7" 8' 10'-2" 8" 4'-51/2' " 7'-0" 8" S-11/2' <br />S1.0 S1.0 <br />VERIFY M.O. <br />VERIFY M.O. <br />----- <br />-- <br />—� <br />14 <br />o---- <br />of <br />o <br />• <br />_ F01 <br />S1.0 <br />F01 _ <br />S1.0 -- <br />• <br />1'-21/2" <br />11 <br />co <br />I <br />2' 1 /2" <br />I <br />N <br />N <br />" <br />VERIFY M. <br />N <br />" 1 <br />•a <br />WNW <br />lei• <br />CJ <br />F <br />TFO7 <br />CJ <br />3'-01/2" <br />9' <br />I S1.0 <br />.I <br />�• <br />, <br />I <br />" <br />1 <br />I <br />-5 1 2 <br />I• <br />• <br />CJ <br />F26 I <br />I <br />S1.0 <br />o <br />I <br />I <br />• <br />I <br />I• <br />I <br />I <br />.. F01 <br />S1.0 <br />I <br />I <br />I <br />• <br />• <br />I CJ <br />CJ <br />1 <br />• <br />S1.0 I <br />• <br />I <br />REFER TO ARCHITECTURE FOR <br />ACTUAL WALL LOCATION <br />S1.0 <br />CJ <br />I <br />I <br />M <br />SLOPE STARTS . <br />I <br />HERE <br />• <br />I <br />II <br />F31 <br />2 <br />'-10" S1.0 <br />LOCATION PER <br />VARIES <br />ARCHITECTURE I <br />• <br />O" <br />-uf) <br />CJ <br />• <br />i <br />I <br />I <br />oo <br />I <br />.. <br />S1.0 <br />o <br />WI <br />_ <br />O <br />• <br />S1.0 <br />II <br />11 <br />Op <br />. <br />I <br />� <br />• <br />CJ <br />I F01 <br />S1.0 <br />d- <br />15 <br />N VERIFY <br />" �' M.O. 5 <br />3'-4" <br />S1.0 <br />CJ <br />Fos <br />.� <br />S1.0 <br />I .d- <br />J <br />L_ <br />o <br />I <br />L <br />J <br />___S1. <br />• <br />•• -1 <br />- <br />•• <br />• <br />a"•• <br />• <br />• <br />VERIFY M.O. <br />VERIFY M.O. <br />21-111/2" <br />[8" <br />7'-0" <br />8' <br />2'-111/2" <br />4'-3" <br />1'4 <br />8" <br />16'-8' <br />8" <br />1'-9" <br />14'-3" <br />21'-6" <br />40'-0' <br />ww <br />7 <br />I <br />to <br />LEGEND SYMBOLS <br />❑• 8x8 FILLED CELL W/ 15 REBAR <br />• 2 8x8 FILLED CELL W/ (2)15 REBAR 0 INSIDE FACE <br />QO 8x8 FILLED CELL W/ NO REBAR REQUIRED <br />45' CMU - FILL CELLS W/ P REBAR <br />12xi2 FILLED CELL W/ (4)-15 REBAR <br />ELEVATION INDICATOR - ELEVATION NOTED IS <br />Y RELATIVE TO FINISH FLOOR DATUM = 0'-0' <br />DETAIL WDICATOR <br />XX <br />FLOOR SLAB NOTES: <br />3 1/2' 2,500 PSI CONCRETE SLAB ON 6ML 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.O.A.# ARCHITECTURE: <br />AA26002802 <br />o� <br />t'J <br />� <br />00 <br />O <br />0 <br />VJ <br />� <br />C <br />A� <br />c <br />U <br />�as <br />.o <br />Pic$ <br />r�l <br />N <br />� <br />lItPulteGroup- <br />PRODUCT MANAGER <br />IRELEASE I <br />DATE: XX /XX /XXXX <br />C.OA.# ENGINEERING: <br />PROJECT TYPE <br />29349 <br />Single Famil <br />ClTHOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />SPECIFICATION LEVEL <br />P.E. # 86025 FLORIDA <br />Pt <br />lte <br />9/3/20 <br />DATE %%J1{1111!/ <br />PLAN NAME <br />• <br />Highgate <br />;����. <br />.� <br />NPC CH NU ER <br />60 <br />2811.500 <br />Ertl <br />STATE • <br />SHEET <br />.► <br />F ,.• ���� <br />Ile/. ` <br />sil <br />