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nm <br />0 <br />i r <br />Ln I <br />FOUNDAT ON PLAN <br />SCALE: 1 /4"=i'-O" <br />i2 <br />G <br />40'-0" <br />29'-4" 10'-8" <br />F03C <br />-D" 8'-8„ _0 <br />24"x24"x12" CONC. FTG. w/ <br />S1,0 <br />#4 BARS 6" O.C. EA WAY <br />o <br />w/ OPT. <br />SCREEN SCREEN <br />" " " " <br />3-11/2 8 7-0 8 4-51/2 g 10-2 8 2-7 <br />ENCLOSURE ENCLOSURE <br />F11 F11 S1.0 S1.0 <br />_ o <br />I o <br />VERIFY M.O. <br />VERIFY M.O. <br />• <br />_ F01 <br />S1.0 <br />F01 <br />S1.0 �� <br />• <br />� \ I <br />o I <br />I <br />cc <br />1'-2 1 /2" <br />N <br />g'_g° 2'-11I2" <br />N <br />F <br />N <br />ai <br />N <br />JERIFY M.O. N, <br />I777777 <br />CJ <br />• <br />lei• <br />0 <br />' <br />I <br />0 <br />CJ <br />g° <br />3'-0 1 /2" <br />FO7 <br />S1,0 <br />L <br />4-1 <br />" 51 2" <br />i n <br />F II <br />F26 <br />cJ <br />S1.0 <br />0 <br />I0 <br />• <br />• <br />� <br />� <br />I <br />F01 <br />S1.0 <br />. <br />CJ <br />cJ <br />F01 <br />S1.0 <br />F08 REFER TO ARCHITECTURE FOR <br />ACTUAL WALL LOCATION <br />S1.0 <br />— <br />SLOPE STARTS <br />M <br />CJ <br />HERE <br />I <br />I <br />20'-1 <br />" <br />F08 <br />VARIES <br />CJ— <br />;r, <br />F04 <br />°O <br />0 0 <br />W N <br />F07 <br />o <br />1.0 <br />I <br />I <br />� <br />all <br />I <br />CJ <br />FO6 <br />S1.0 <br />d- <br />F04 <br />5 <br />ERIFY <br />„ M.O. M <br />M.O. <br />2 3'-4" 51 <br />I <br />CJ <br />F01 <br />SLO <br />• <br />d <br />F01 <br />La <br />� <br />IV <br />• <br />^I <br />VERIFY M.O. <br />VERIFY M.O. <br />1'-9" <br />8" <br />16'-8" <br />8" <br />1'-9" <br />4'-3" <br />2'-111/2" <br />8" <br />7'-0" <br />8" <br />2'-111/2" <br />21'-6" <br />14'-3" <br />40'-0" <br />n. <br />ro <br />C, <br />Ln <br />ME <br />AM <br />00 <br />00 <br />I <br />co <br />0 <br />I <br />CIO <br />LEGEND SYMBOLS <br />❑n 8x8 FILLED CELL W/ #5 REBAR <br />FO-F-21 8x8 FILLED CELL W/ (2)#5 REBAR @ INSIDE FACE <br />Ed 8x8 FILLED CELL W/ NO REBAR REQUIRED <br />4 45' CMU - FILL CELLS W/ 15 REBAR <br />12x12 FILLED CELL W/ (4)-#5 REBAR <br />ELE� ELEVATION INDICATOR - ELEVATION NOTED IS <br />RELATIVE TO FINISH FLOOR DATUM = 0'-0" <br />XX DETAIL 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 />AA26flfl28fl2 <br />Z5 <br />cl- <br />O <br />N <br />CD <br />0 <br />O <br />w, <br />O <br />(rl/J <br />o <br />14 <br />l�J <br />C? <br />� <br />•rol <br />O <br />0 <br />VJ <br />� <br />c::> <br />\ <br />O <br />00 <br />n� <br />;--1 <br />O <br />v <br />U <br />di <br />ch <br />c� <br />V <br />•O <br />� <br />w <br />N <br />r0 <br />191pu iteu <br />Lc) <br />�s <br />N <br />3 <br />MO_ <br />M <br />< M <br />O <br />O cv <br />00 w <br />v <br />� N <br />v <br />cn O <br />00 <br />� 0 Q7 <br />O � !� <br />L <br />T w <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />C.Q.A.# ENGINEERING: <br />PROJECT TYPE <br />29349 <br />Single Family <br />❑ THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />SPECIFICATION LEVEL <br />P.E. # 86025 FLORIDA <br />12/3/20 <br />Pulte <br />DATE <br />\��1�11fllii <br />\\,. 7 <br />N NAME <br />,N <br />Highgate ate� <br />. <br />[NPC <br />4` <br />CHI NU ER <br />°-$° <br />flo 11.500 <br />` <br />ST OF 4- <br />SHEET <br />......... <br />sil <br />r1�ii1AL <br />