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F12 3'-5 1/2' 8" L 71-08 <br />S1.0 <br />I I I VERIFY M.O. <br />401-0" <br />2r-0" <br />4'-7" 8" 1_ 7'-0" <br />13'-0" <br />2'-3 1/2" 12'-0" <br />24"x24"x12' CONC FTG w/ #4 <br />REBAR 0 6" O.C. EA WAY I <br />1 <br />F03C <br />S1.0 <br />F01 <br />F07 pl_ " <br />VARIES <br />o cm F11 <br />_! S1,0 <br />S1.0 <br />S1.0 <br />I-- <br />" w/OPT. SCREEN <br />• <br />c <br />ENCLOSURE I <br />o <br />IW <br />" 00 <br />$ 1/2 CID1'-5 <br />1/2' <br />� <br />II <br />8 <br />101 -2" <br />SOLID POUR I <br />SOLID POUR <br />6Ci <br />N <br />S.C. <br />" VERIFY M.O. Ih <br />F01 <br />0 <br />g" <br />3'-0 1/2' <br />I• <br />• <br />O <br />= <br />oO <br />1 <br />: 51 2' <br />1OL <br />( <br />I <br />Tn <br />1 <br />0 -0M <br />S.C. <br />F26 <br />S1.0 <br />OO <br />II <br />0o <br />I <br />d- <br />c0 <br />1 <br />0 <br />1 <br />t <br />S. C. <br />00 <br />REFER TO ARCHITECTURE <br />FOR <br />• <br />ACTUAL WALL LOCA <br />ON <br />o <br />S1.0 <br />I <br />m o <br />N_ <br />M <br />cm <br />• <br />_ _ — — <br />REFER TO ARCHITECTURE FOR <br />• <br />F06 ACTUAL WALL LOCATION <br />o <br />V S <br />II <br />N <br />--- <br />S. C. <br />c.i <br />1 <br />co <br />I <br />I <br />�M START SLOPE <br />' HERE <br />REFER TO DETAIL FOR <br />• <br />I <br />FLUSH ENTRY CONDITION I <br />I <br />• <br />20'-g" <br />vARIEs <br />I <br />S1.0 <br />S.C. <br />S.C. <br />I• <br />o I <br />� W <br />• n, 00 I <br />FIX I <br />I <br />CV <br />S1.0 N I F07 <br />1 <br />co <br />To <br />• SOLID POUR I SOLID POUR <br />S.C. S.C. <br />• • <br />7 1/2• 7 1/2' <br />• 1 R 1 <br />3 —4 <br />_ <br />F06 c" <br />a, d I o VERIFY <br />F04 _� M.o. LnI <br />W <br />F01 <br />• <br />- �— — — — • S1.0 <br />• <br />• •• •• • <br />o <br />I <br />`V <br />VERIFY M.O. o0 <br />_� N <br />N <br />0 <br />F01 F01 - <br />S1.0 s1.0 - <br />CN <br />I <br />; <br />N <br />1 <br />M <br />1- 1- <br />1'-8 1/2' <br />1'-8 1/2" <br />16'-8" 8" <br />21'-5" <br />40'-0" <br />FOUNDATION PLAN <br />VERIFY M.O. <br />3'-2" 7'-8" <br />14'-o" <br />3'-2" <br />LEGEND SYMBOLS <br />Q 8x8 FILLED CELL W/ #5 REBAR <br />• 2 8x8 FILLED CELL W/ (2)15 REBAR 0 INSIDE FACE <br />8x8 FILLED CELL W/ NO REBAR REQUIRED <br />45' CMU -FILL CELLS W/ #5 REBAR <br />1202 FILLED CELL W/ (4)-#5 REBAR <br />ELE ELEVATION INDICATOR - ELEVATION NOTED IS <br />RELATIVE TO FINISH FLOOR DATUM = O'-0' <br />DETAIL INKATM <br />XX <br />FLOOR SLAB NOTES: <br />3 1/2' Z500 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 M THE UPPER 1/3 OF THE SLAB FOR THE DURATION OF THE <br />CONCRETE PLACEMENT. <br />PLUMBING NOTES: <br />REFER M ARCHITECTURAL PLUMBING FIXTURE PUNS FOR ALL FIXTURE <br />LOCATIONS <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />O THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />2/12/21 <br />DATE ``1111111i �f ! <br />4 $ • <br />o. 86025 <br />i <br />C5 <br />N <br />x <br />a <br />0 <br />U <br />u <br />o� <br />� <br />t-4 <br />00 <br />cn <br />o <br />O <br />0 <br />r ^ <br />\ <br />C <br />A� <br />Q <br />U•.++ <br />bb <br />ts. <br />N�--� <br />*PultoGroup- <br />PRODUCT MANAGER <br />IRELEASE I <br />DATE: XX /XX /XXXX <br />PROJECT TYPE <br />Single Family <br />SPECIFICATION LEVEL <br />Mte <br />