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0 <br />i <br />0 <br />20'-0° <br />'418'-0" <br />S1.0 <br />24%24"x12" CONC FTG w/- <br />#4 REBAR 0 6" O.C. EA WAY <br />18'-11" <br />R <br />I <br />1 <br />, <br />_ <br />' F36P F11 <br />S1.0 0 S1.0 <br />OUTDOOR w/ OPT. SCREEN <br />o <br />KITCHEN ENCLOSURE I <br />o <br />ih <br />i <br />•,I I I <br />I;3'-41/2' <br />3'-10" 4'-7" 6'-8" 1'-2 <br />4'-3" 8° 9'-8" 8" 4'-0" <br />N <br />F12 <br />S1.0 <br />VERIFY M.O. <br />-' <br />VERIFY M.O. <br />VERIFY M.O. <br />lei <br />co <br />. <br />FI <br />I <br />M <br />F01 <br />0 <br />I <br />; <br />M <br />K, <br />.I <br />F07 <br />S1.0 <br />1 <br />I <br />• I <br />I, <br />• <br />' <br />R <br />N <br />I <br />I I <br />' <br />I <br />0'-0" <br />; <br />R <br />R <br />I <br />I <br />S.C. <br />S.C. <br />I <br />I <br />I <br />1 <br />• <br />, <br />, <br />, <br />I • <br />F10 <br />' <br />8'-7" <br />12'-41/2" S1.0 <br />81-3° <br />9'-8 1/2° <br />1 <br />R <br />I <br />I <br />i <br />---- <br />------------------------------_- <br />--------------- -------------Er ----- <br />- - <br />R <br />,o <br />_ <br />F09 REFER TO ARCHITECTURE FOR <br />M <br />co <br />S1.0 ACTUAL WALL LOCATION <br />F10 <br />$1.0 <br />I <br />1 <br />� <br />R <br />-----------_ ---- <br />l r <br />--------- <br />J 4. <br />S.0 <br />7 <br />SLOPE STARTS <br />HERE <br />I I ; <br />VARI s F08 <br />S1.0 i <br />1 <br />1 <br />20 - <br />" <br />71 <br />R <br />o <br />I <br />F07 <br />Le <br />y4'0 <br />i <br />o <br />POUR SOLID ° " POUR SOD <br />I <br />r7 <br />; N <br />SC <br />i� <br />• • \ • • S.C. <br />Y <br />• I o <br />I N <br />o VERI F01 F01 <br />d <br />N' <br />I cn <br />24"x24"x12" <br />COI <br />X FTG w/ #4 <br />; I M.D M 1••• _.� <br />00 R S1.0 S1.0 <br />o ,�, <br />REBAR <br />0 6"O.C.EA <br />WAY <br />N ' <br />. <br />. • • •------------------------ • ---- • <br />� <br />J o <br />I <br />o VERIFY M.O. <br />co <br />�' <br />I R <br />R I �" [2'-3 1/2 8' 7'-00 8" 2'-3 1 /2" <br />• <br />F06 <br />`� F04 • <br />POUR SOLID <br />S1.0 <br />POUR SOLID °0 <br />M <br />; <br />M <br />' IVERIFY M.O. <br />V_Z1'-5° 8" 16'-8° [8- <br />20'-10° le 5'-2° <br />38'-11" <br />FOUNDATION PLAN <br />SCALE: 1/4'=1'-O" <br />12'-11" <br />LEGEND SYMBOLS <br />0 <br />8x8 FILLED CELL W/ 15 REBAR <br />• 2 <br />8x8 FILLED CELL W/ (2)J5 REBAR 9 INSIDE FACE <br />QO <br />c <br />8x8 FILLED CELL W/ NO REBAR REQUIRED <br />4 <br />45' CMU -FILL CELLS W/ 15 REBAR <br />12x12 FILLED CELL W/ (4)-#5 REBAR <br />OLELEV. <br />ELEVATION INDICATOR - ELEVATION NOTED IS <br />Y <br />RELATIVE TO FINISH FLOOR DATUM = 0'-0' <br />XX <br />DETAIL INDICATOR <br />FLOOR <br />SLAB <br />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 />I PLUMBING NOTES: <br />REFER TO ARCHITECTURAL PLUMBING FIXTURE PLANS FOR ALL FIXTURE <br />LOCATIONS <br />C.O.A.# ARCHITECTURE: <br />AA28002802 <br />C.OJL* ENGINEERING: <br />20349 <br />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />• BENJAMIN NIESE, PE <br />P.E. W 86025 FLORIDA <br />4/28/21 <br />DATEloop <br />�����iti1 y <br />�i <br />.. OW25 .� <br />w <br />rr $TA •jV�: <br />o� <br />0 <br />00 <br />0 <br />V)00 <br />� <br />iH <br />O <br />O <br />-FJ <br />N <br />U <br />as <br />N <br />Ipo <br />*PulteGroup- <br />RODUCT MANAGER <br />RELEASE <br />DATE: XX /XX Am <br />PROJECT TYPE <br />Sinele Family <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Tower <br />NPC CHILD NUMBER <br />1569.501 <br />SHEET <br />S1.1 <br />