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51A <br />0 <br />o <br />� <br />I <br />t� <br />o <br />I <br />00 <br />00 <br />I <br />.�I <br />0 <br />E <br />m <br />010, <br />FOUNDATION PLAN <br />Q SCALE: 1 <br />0 <br />40'-0" <br />10'—p8" 29'-4" <br />8t-QO" '-0 <br />F <br />24"x24"x12" CONC. FTG. w/ <br />sit <br />#4 BARS 6" O.C. EA WAY <br />o <br />w/ OPT. w/ OPT. <br />SCREEN SCREEN <br />ln <br />ENCLOSURE -,ENCLOSURE <br />s1.o s1.o F11 F11--- <br />2'-7" 8" 10'-2" " 4'-51/2" " 7'-0" 8" 3'-11/2" <br />VERIFY M.O. VERIFY M.O. <br />,-_-- <br />-- <br />_ <br />•_-I <br />� o <br />I F <br />I <br />o <br />■ <br />F01 <br />.. S1A <br />F01 <br />51.0 ... <br />■ <br />CD <br />1'-21/2" <br />I1 <br />I <br />c"4 <br />2' 1/2- 6'-8" <br />I <br />_ <br />i <br />I <br />N <br />N <br />�:, <br />VERIFY M.0 <br />I <br />N <br />ci <br />I <br />0 <br />i <br />CJ <br />3'-01/2" <br />g" <br />S1A <br />I <br />I <br />i <br />Ln <br />I, <br />-512• <br />—T <br />i <br />CJ <br />� <br />I <br />I <br />51.0 <br />� <br />I <br />I"o <br />Ii <br />F01 <br />■ <br />i <br />I CJ <br />CJ <br />I <br />F01 I <br />S1A •- <br />I <br />REFER TO ARCHITECTURE FOR <br />FW <br />I <br />ACTUAL WALL LOCATION <br />s1.a <br />FT <br />M <br />SLOPE STARTS <br />I <br />HERE <br />I <br />I <br />2 <br />10 <br />I� <br />S1A <br />VAPoES <br />I <br />■ <br />= <br />o <br />CJ <br />I <br />Foy <br />a <br />CV <br />a <br />_I <br />L,J <br />E5 <br />I <br />■ <br />S1A <br />I <br />N <br />I <br />Fat CJ N VERIFY CJ <br />M.O. Fos <br />3S1A <br />S1.0 F01 _.- 5 1'-4" 51 " <br />s,A <br />I I <br />------ <br />i ice-- ■ i <br />VERIFY M.O. 1'-8" 4'-3" 1'-9" " VERIFY M.O. <br />m 11 <br />1'-31 2" co <br />■ cV <br />32"x24"x12" CONC. FTG. w/ F= 32%24%12" CONC. FTG. w/ <br />#4 BARS 6" O.C. EA WAY $1A #4 BARS 6" O.C. EA WAY <br />2'-111/2" 8' 7'-0" 8" 1'4 4'-11" 1'-8" A 16'-8" <br />12'-3" 111/2 <br />8'-3" <br />19'-6" <br />40'-0" <br />s}• <br />0 <br />I <br />0 <br />m <br />r I <br />ca <br />I <br />I <br />I <br />Ln <br />LEGEND SYMBOLS <br />Q <br />8x8 FILLED CELL W/ #5 REBAR <br />2 <br />8x8 FILLED CELL W/ (2)15 REBAR ® INSIDE FACE <br />8x8 FILLED CELL W/ NO REBAR REQUIRED <br />45' CMU - FILL CELLS W1 #5 REBAR <br />12x12 FILLED CELL W/ (4)-#.5 REBAR <br />OIL ELEV. <br />ELEVATION NDICATOR - ELEVATION NOTED IS <br />RELATIVE TO FINISH FLOOR DATUM = 0'-0" <br />DETAIL INDICATOR <br />I 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 IN51DE 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 />RENFORCEMENT 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 />1111111111 <br />000Fieldstone <br />i � <br />C.O.A# ARCHITECTURE: <br />AA26002802 O• 80 <br />C.O.A.# ENGINEERING: <br />29349 _ <br />BENJAMIN NIESE, PE <br />P.E.# 86025 <br />❑ IAN MCCULLOUGH, PE STATE <br />P.E.#80956 ��'•• 10� ,. ` <br />08/23/2021 �i S�ONA1. f��G ��• <br />DATE SIGNED ��///11111111` <br />C5 <br />0 <br />N <br />2 <br />ca <br />0 <br />V <br />*PulteGrour <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX XX XXXX <br />PROJECT TYPE <br />Sinele Family <br />SPECIFICATION LEVEL <br />PA <br />PLAN NAME <br />Highgate <br />NPC CHIM NU ER <br />2811.500 will <br />SHEET <br />SIM <br />