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0 <br />I <br />cc <br />40'-0" <br />27'-0" 13'-0" <br />F12 3'-5 1/2' g' 7'-0" 8" 4'-7" L.8m 7'-0" 8" 2'-3 1/2" 12'-0" '-0 <br />F03C <br />51.0 24"x24"x12" CONC FTG w/ #4 S1.0 <br />•'•� ^ VERIFY M.O. VERIFY M.O. REBAR 6" O.C. EA WAY I <br />• <br />17- <br />F01 <br />FO7 p,_p" <br />VARIES <br />o o W <br />_ <br />S1.0 <br />S1.0 <br />N w EN <br />• <br />I <br />ENCLOSURE <br />11 1/2" <br />1'-0 1 /2" <br />8" <br />9'-8" 8 <br />' <br />SOLID POUR <br />N <br />SOLID POUR <br />S.C. <br />VERIFY M.O. <br />A <br />one) <br />F01 <br />o <br />d- <br />9" <br />3'-01/2" <br />o S1.0 <br />I <br />• <br />— <br />F07 <br />o <br />I <br />" <br />" <br />I <br />ace <br />I <br />}' <br />512' <br />d <br />Lu <br />Zr <br />> <br />0'-p" <br />S.C. <br />FS <br />S1.0 <br />I <br />" <br />co <br />I00 <br />I <br />_I <br />�- <br />c0 <br />I <br />• <br />.I <br />I <br />I <br />I <br />I <br />lfi <br />O <br />I <br />REFER TO ARCHITECTUR <br />FOR <br />0 <br />FOBACTUAL WALL LOW <br />ON <br />s1.0 <br />o <br />REFER TO ARCHITECTURE FOR <br />Fpg ACTUAL WALL LOCATION <br />o <br />VARIES <br />N <br />N <br />—S1.0 --- <br />S.C. <br />N <br />START SLOPE <br />' HERE <br />I <br />REFER TO DETAIL FOR <br />FLUSH ENTRY CONDITION I <br />I <br />I <br />• <br />20'-9" <br />VARIES <br />FOa <br />Ln <br />F <br />S1.0 <br />S.C. <br />S.C. <br />I <br />. <br />F04 I <br />S1.0 o <br />7W <br />d <br />°o c� <br />s <br />N <br />F07 <br />SOLID POUR <br />yo SOLID POUR <br />I <br />. <br />S.C. <br />S.C. <br />7 1/2'7 <br />TV/ <br />1/2" <br />FO6 <br />S1.0 <br />R I <br />i1, <br />a' <br />1 -4 " <br />3 <br />6C� <br />I <br />F04 <br />o VERIFY <br />- I M.O. <br />=— <br />I <br />�o <br />N <br />F01 <br />c" <br />F01 <br />• <br />' <br />S1.0 <br />_ <br />S1.0 <br />•Iola!•• <br />• <br />o <br />" <br />1 <br />J <br />VERIFY <br />M.O. o <br />N <br />1'-8 1/2" 1'-8 1/2" <br />8" 2'-10" <br />21'-5" 4'-7" <br />40'-0" <br />FOUNDATION PLAN - <br />SCALE: 1 /4"=1'-O" <br />VERIFY M.O. <br />7'-0" 8" <br />14'-0" <br />2'-10" <br />LEGEND SYMBOLS <br />❑� 8x8 FILLED CELL W/ #5 REBAR <br />• 2 8x8 FILLED CELL W/ (2)#5 REBAR 0 INSIDE FACE <br />Q 8x8 FILLED CELL W/ NO REBAR REQUIRED <br /><9 45' CMU -FILL CELLS W/ #'5 REBAR <br />1202 FILLED CELL W/ (4)-#5 REBAR <br />EL ELEVATION INDICATOR - ELEVATION NOTED IS <br />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 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 />C5 <br />N <br />O <br />N <br />c� <br />CD <br />0 <br />U <br />-� <br />o� <br />t'/ <br />� <br />oU <br />M <br />O <br />V J\ <br />O <br />A� <br />i4 <br />Q <br />U <br />c <br />N <br />� <br />ll&Putte .. <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX/XX/XXXX <br />C.Q.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />PROJECT TYPE <br />"30 <br />Single Famfl <br />0 THOMAS A. WEEER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />SPECIFICATION LEVEL <br />P.E. # 86026 FLORIDA <br />Pulte <br />6/7/21 <br />DATE <br />��,� <br />-, <br />LAN NAME <br />Cedar <br />NPC CHILD NUMBER <br />2810.500 <br />Q .. <br />SHEET <br />p, ,4 <br />SIM <br />IAI, � <br />f <br />l,tQNA%. M�4� <br />