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3 <br />d <br />\ <br />v <br />O <br />CV <br />O <br />N <br />0 <br />0 <br />FOUNDATION PLAN <br />SCALE: 1/4"=1'-O" <br />0 <br />I <br />a <br />3'-1 1 /2" <br />7'-0" <br />VERIFY M.O. <br />40'-0" <br />30'-0" 10'-0" <br />4'-51/2' 8" 10'-2" 8" 2'-7" 91-0" <br />24"x24"x12" CONC. FTG. w/ <br />VERIFY M.O. #4 BARS 6" O.C. EA WAY <br />/ <br />F03C <br />S1.0 <br />�l_ <br />w/ OPT. <br />SCREEN <br />• <br />... F01 <br />s1.o <br />F01 _ <br />s1.o - <br />• <br />W ENCLOSURE <br />o F11 <br />s1.o --- <br />o <br />( <br />~ <br />1'-21/2" <br />� <br />6'-8" 2'-11/2" <br />= <br />N <br />I = <br />N <br />tI) <br />CV <br />VERIFY M.O. <br />I <br />CJ <br />• <br />• <br />• <br />• <br />--- <br />o <br />-� <br />•I <br />0 <br />CJ <br />• <br />9" <br />3'-01/2' <br />F07 I <br />o <br />o <br />I <br />T <br />I <br />( F26 <br />CJ <br />• <br />`Y <br />S1.0 <br />o <br />�M <br />I <br />ICD <br />I. <br />I <br />• <br />I <br />o <br />-- <br />0 <br />o <br />O <br />• <br />CJ <br />CJ I <br />• <br />cj <br />0 <br />00 <br />� <br />REFER TO ARCHITECTURE FOR <br />f08 <br />I <br />• <br />ACTUAL WALL LOCATION <br />S1.0 <br />I <br />— <br />SLOPE STARTS <br />-I <br />CJ <br />co <br />HERE <br />II <br />I <br />I <br />CID <br />• <br />20'-1 <br />" <br />I <br />• <br />I <br />VARIES <br />_ <br />o <br />CJ <br />I <br />F07 <br />S1.0 <br />I <br />I <br />_ <br />I <br />� <br />CJ <br />F04PVERIFY <br />S1.0 <br />5 <br />N <br />M.O. M <br />" "I <br />2 3 -4 5 1 <br />■ <br />I <br />CJ <br />F01 I <br />• <br />I <br />S1.0 <br />d- <br />F01 <br />gaLL <br />- <br />• <br />d' <br />J <br />_ <br />- <br />• <br />I <br />•• <br />•• <br />• <br />• <br />•• <br />•• <br />• <br />VERIFY M.O. IV VERIFY M.O. <br />11-9" 8" 16'-8" 8" 1'-g" 2'-111/2" 8" 7'-0" 8" 2'-111/2" <br />21'-6" 4'-3" 14'-3" <br />40'-0" <br />LEGEND SYMBOLS <br />Q 8x8 FILLED CELL W/ 15 REBAR <br />• 2 8x8 FILLED CELL W/ (2)#5 REBAR 0 INSIDE FACE <br />DO 8x8 FILLED CELL W/ NO REBAR REQUIRED <br />Ful <br />45' CMU - FILL CELLS W/ #5 REBAR <br />Ik 1202 FILLED CELL W/ (4)-#5 REBAR <br />E-LEV ELEVATION INDICATOR - ELEVATION NOTED IS <br />YY RELATIVE TO FINISH FLOOR DATUM = 0'-0' <br />XX DETAL INDICATOR <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 />C.O,A.# ARCHITECTURE: <br />AA260028M <br />C.O.A.# ENGINEERING: <br />29349 <br />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />10/14/20 <br />DATE <br />o. 5 <br />1 ` <br />E O <br />R/Do;.'' �r�~ <br />Z5 <br />0 <br />N <br />N <br />S2 <br />0 <br />U <br />El <br />o� <br />l'/ <br />41 <br />00 <br />M <br />0 <br />U.) <br />� <br />O <br />00 <br />A� <br />v <br />U <br />N <br />0 <br />1*PulteGroup- <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />PROECT TYPE <br />Sinele Family <br />SPECIFICATION LEVEL <br />Pt lte <br />PLAN NAME <br />Hi h ate <br />NPC CHU NU ER <br />2811.500 <br />SHEET <br />SIM <br />