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3 <br />ul <br />Q <br />U <br />E <br />0 <br />U <br />U <br />! <br />O <br />04 <br />O <br />CV <br />cr <br />CV <br />N <br />0 <br />Z <br />0 <br />a <br />13'-0" <br />F03C '-0" 12'-0" <br />S1.0 242412" CONC FTG w/ #4 <br />I REBAR @ 6" O.C. EA WAY <br />40'-0" <br />27'-0" <br />2'-3 1/2" 8" 7'-0" 8" 4'-7" 8" 7'-0" 8" 3'-5 1/2" F12 <br />S1.0 <br />VERIFY M.O. VERIFY M.Q. <br />• <br />—r <br />00.1 <br />I <br />• <br />• _ F11 <br />51.0 `'' <br />OL VARIES <br />0 -0. <br />F01 <br />I $ d- <br />w/OPT. SCREEN <br />ol <br />SF1070 <br />51.0 <br />o <br />o <br />I ENCLOSURE <br />I <br />• <br />x <br />1'-5 1/2' `n <br />8 1/2* <br />R <br />10'-2" <br />18, 1 <br />SOLID POUR <br />"P_w) <br />I <br />i <br />SOLID POUR 'C-4 <br />N <br />LL <br />M VERIFY M'O. <br />S.C. <br />• <br />lal VIA <br />• —J <br />• <br />d- <br />rrFO1 <br />3'-01/2" <br />g" <br />• <br />I <br />• <br />G <br />"' <br />i <br />-51 2 <br />CO <br />i <br />0'-0. <br />• <br />7 <br />S.C. <br />— <br />F26 <br />I <br />S1.0 <br />I <br />oo <br />I <br />•I <br />�. <br />I <br />I <br />• <br />I <br />U <br />S.C. <br />0 <br />• <br />oo <br />`n <br />o <br />REFER <br />TO ARCHITECTURE FOR <br />co' <br />I <br />AC <br />AL WALL LOCATION F08 <br />o <br />S1.0 <br />I <br />• <br />REFER TO ARCHITECTURE FOR <br />— — — <br />• <br />ACTUAL WALL LOCATION <br />$0 - <br />VARIES <br />� <br />I <br />S.C. <br />\ <br />F START SLOPE <br />I <br />HERE '� <br />REFER TO DETAIL FOR <br />• <br />I FLUSH ENTRY CONDITION <br />I <br />I <br />• <br />I <br />'- 20 9" <br />I <br />I <br />�n <br />F06 <br />VARIES <br />S.C. <br />S.C. <br />Ca <br />•I <br />I I O <br />I <br />I <br />W � <br />co <br />r <br />F04 <br />• <br />I <br />F01 I <br />S1.0 <br />0-4S1.0 <br />• <br />I <br />SOLID POUR SOLID POUR <br />•00 <br />I <br />S.C. — <br />S.C. <br />7 1/2" M 7 1/2" <br />3'-4" <br />• <br />VERIFY <br />M.O. <br />S1.0 <br />• <br />a <br />F01 <br />�� <br />W _ F04 <br />F01 � � • • S1.0 <br />1-d- <br />I <br />-1- <br />51.0 <br />:.. - <br />... <br />L — — <br />J VERIFY <br />o <br />ia <br />M.O. <br />o <br />CV <br />• • <br />N <br />• <br />• <br />VERIFY M.O. <br />2'-10" 8" 7'-0" <br />14'-0" <br />FOUNDATION PLAN <br />SCALE:: 1 /4"=1'-O" <br />1'-8 1/2" <br />8" 16'-8" <br />4'-7" 21'-5" <br />40'-0" <br />1'-8 1/2' <br />LEGEND SYMBOLS <br />Full 8x8 FILLED CELL W/ 15 REBAR <br />• 2 8x8 FILLED CELL W/ (2)15 REBAR 0 INSIDE FACE <br />DO 8x8 FILLED CELL W/ NO REBAR REQUIRED <br /><9 45' CMU -FILL CELLS W/ #5 REBAR <br />18-1 12x12 FILLED CELL W/ (4)-15 REBAR <br />Ai-,,ELEV. <br />ELEVATION INDICATOR - ELEVATION NOTED IS <br />RELATIVE TO FINISH FLOOR DATUM = 0'-0' <br />�)a DETAIL INDICATOR <br />M <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 M 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 />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 />12/3/20 <br />DATE <br />J%%111111111 <br />IL <br />No. 860 <br />.. STATE {(�� <br />NALI It <br />O <br />O <br />M <br />co <br />� <br />O <br />A� <br />�-1 <br />O <br />U� <br />• <br />'00 <br />.O <br />�w <br />N <br />� <br />ll[PulteG ow, - <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX/XX/XXXX <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICATION LEVEL <br />Pulte <br />0'.r,-C n. \ n-1 n\ I n A \ r)01 n r�4, r\ , j ... r\ i n I A I n \ MI.. ,I,.., ,I ... 4.\ r)01 n inn\ T;..1,. ni ,,i,,.\ i ,4.cr.... I c: ,n..".." E- A C- A . . . , <br />