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FOUNDATION <br />SCALE: 1 /4°=V-0' <br />PLAN <br />0 <br />10 I <br />00 <br />I <br />of <br />I <br />1-0 <br />0 <br />0 <br />00 <br />I <br />d- <br />I <br />40,-0" <br />29'-4" 10'-8" <br />F03C <br />'48'-8" <br />24"x24"x12' CONC. FTG. w/ <br />S1A <br />#4 BARS 6" O.C. EA WAY <br />o <br />w/ OPT. w/ OPT. <br />SCREEN <br />I <br />3'-11/2" 8° 7'-0° ° 4'-51/2" g° 10'-2' " 2'-7" <br />(SCREEN <br />ENCLOSURE ENCLOSURE( <br />_ F11 F11 <br />-- S1A S1A •�• <br />VERIFY M.O. VERIFY M.O. <br />a I d <br />■ ■ <br />• <br />N <br />I <br />■ <br />_ Fm <br />•- S1A <br />S1A - <br />■ <br />o <br />I <br />I <br />� rn <br />N 1'-21/2" 1 <br />1 <br />2'- 1 1 /2" <br />N <br />I <br />I <br />N <br />IFY M.O. <br />I <br />CJ <br />■ <br />lei <br />0 <br />0 <br />.1 <br />I <br />CJ <br />■ <br />g° <br />3'-01/2" <br />FO7 <br />S1A <br />I <br />I <br />5 1 2' <br />i <br />1 � <br />CJ <br />■ <br />S1A <br />I <br />o <br />I <br />0 <br />■ <br />■ <br />1 <br />Foi •- <br />I <br />cJ <br />CJ I <br />■ <br />.. �-o <br />I <br />REFER TO ARCHITECTURE FOR <br />1 <br />ACTUAL WALL LOCATION <br />S1A <br />I <br />SLOPE STARTS <br />M <br />CJ <br />HERE <br />I <br />I <br />1 <br />1 <br />11 <br />■ <br />26-1 <br />" <br />S1A <br />1 <br />1 <br />■ <br />I <br />VARIES <br />/ <br />o <br />CJ <br />1 <br />1� <br />1 <br />F04 <br />..IN <br />OFco <br />I <br />1 <br />■ <br />■ <br />S1.0 <br />1 <br />C o <br />-� N <br />J <br />C/'I <br />II <br />c <br />StA <br />1 <br />Ll <br />� <br />1 CJ RIFY ^ CJ <br />rRlf�S1.0 M.O. 1 ■ <br />5 " - 3'4°I 51 ' 1 _• F01 S1A <br />S1A � <br />1 1A <br />Ln <br />im! 1616— a 101 <br />VERIFY M.O. 8 1'-9" 4'-3" 1'-8' = VERIFY M.O. <br />00 <br />cV ■ ■ <br />32%24 12" CONC. FTG. w/ FIXIC 32%24%12' CONC. FTG. w/ <br />#4 BARS 6" O.C. EA WAY S1A 14 BARS 6" O.C. EA WAY <br />4'-11" 1'-8" 8" 7'-0° 8" 2'-11 1/2' <br />19'-6' <br />40'-0" <br />0 <br />::g o <br />n- <br />o <br />cc <br />LO I <br />00 <br />I <br />LEGEND SYMBOLS <br />Q <br />BxB FILLED CELL W/ f REBAR <br />FNT2 <br />SxB FILLED CELL W/ (2)15 REBAR @ INSIDE FACE <br />Q <br />8x8 FILLED CELL W/ NO REBAR REQUIRED <br />45' CMU -FILL CELLS W/ #5 REBAR <br />© <br />12x12 FILLED CELL W/ (4)-J5 REBAR <br />OIL FLEW <br />ELEVATION INDICATOR - 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 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 />- <br />�11111111/ <br />d <br />►<> Fieldstone <br />.\\ <br />�,a a - <br />C.O.A# ARCHITECTURE: <br />i <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />• 86025 <br />29349 <br />_ <br />E BENJAMIN NIESE, PE <br />.8 <br />P.E.# 86025 <br />rA <br />❑ IAN MCCULLOUGH, PE <br />P.E.# 80956 <br />E <br />08/23/2021 <br />'�i A` �.�� �`• <br />DATE SIGNED <br />*PulteGroupr <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />PROJECT TYPE <br />ISPECIFICATION�+'� LEVEL I <br />PLAN NAME <br />High EERte <br />NPC CHI NU <br />PWAA <br />2K1.3w <br />SHEET <br />S191 <br />