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F03C <br />S1.0 <br />N <br />r <br />I <br />Ln <br />G <br />'I '� Of <br />cc <br />I <br />FOUNDATION PLAN <br />10'-8" 29'-4" <br />—0" 8'-8" '4 <br />F03C <br />24 x24 x12 CONIC. FTG. w/ <br />#4 BARS 6" O.C. EA WAY <br />S1.0 <br />o <br />I <br />w/ OPT. w/ OPT. <br />SCREEN SCREEN <br />ENCLOSURE ENILISUREI <br />Fii F1t _ _ <br />S1.0 S1.0 - <br />„ n „ „ <br />2-7 8 10-2 8 4-5 1/2 8 7_0 8 3-1 1/2 <br />VERIFY M.O. <br />VERIFY M.O. <br />W_ .o <br />OUTDOORI o ''. <br />F- <br />- <br />KITCHEN <br />o <br />• <br />_-- F01 <br />S1.0 <br />F01 --_ <br />S1.0 <br />• <br />• <br />F36P <br />.. ; S1.0 1'-2 1/2" <br />2' 1 1 /2 16'-8" <br />i <br />i <br />N <br />N <br />•' <br />— <br />i, VERIFY M.0 <br />N <br />• <br />• <br />• <br />• <br />CJ <br />CD <br />0I <br />• <br />CJ <br />F07 <br />3'-0 1/2" <br />9" <br />S1.0 <br />• <br />I <br />—4-1 <br />• <br />-1 <br />7 <br />-51 2 <br />I <br />• <br />• <br />cJ <br />F26 <br />"o <br />S1.0 <br />I <br />0 <br />• <br />-- F01 <br />S1.0 <br />I <br />• <br />• <br />I CJ <br />CJ <br />• <br />F01 -- <br />S1.0 <br />• <br />REFER TO ARCHITECTURE FOR F08 <br />ACTUAL WALL LOCATION <br />S1.0 <br />CJ <br />M <br />SLOPE STARTS r' <br />HERE <br />• <br />F32 <br />(SI-0 <br />2 <br />� n <br />—10 <br />F08 <br />LOCATION PER <br />- <br />S1.0 <br />VARIES <br />ARCHITECTURE <br />• <br />- \ <br />=o <br />CJ <br />S1.0 <br />F07 <br />C <br />o <br />w <br />o <br />N <br />• <br />vo <br />- <br />\ <br />F01 CJ <br />VERIFY,.F04 <br />CJ <br />• <br />• <br />I <br />S1.0 CF10.1 <br />I <br />5 <br />M.O. <br />2'-4" 51 <br />I <br />o <br />— <br />o <br />• <br />F06 <br />S1.0 <br />• <br />• <br />• • <br />• <br />• <br />• <br />VERIFY M.D. <br />Loans•• <br />• <br />1'-9" <br />" <br />VERIFY M.O. <br />32"x24"x12" 1-3 <br />1/2 <br />1'-8" <br />4'-3" <br />CONC. FTG. W/ <br />#4 BARS 6" O.C. <br />°o <br />EA WAY <br />• <br />• <br />F03C <br />32"x24"x12" <br />CONC. FTG. w/ <br />S1.0 <br />#4 <br />BARS 6" O.C. EA WAY <br />2'-11 1/2" <br />8" <br />7'_0° <br />8n <br />1,—$n <br />4,-11n <br />1 —8n <br />16'-8" <br />8n <br />1 _9n <br />12'-3" 111 2" Ole8'-3" <br />19'-6" <br />40'-0" <br />W <br />I <br />I <br />d- <br />o <br />00 <br />Ln I <br />I <br />Ln <br />co <br />I <br />00 <br />I <br />LEGEND SYMBOLS <br />❑• 8x8 FILLED CELL W/ #5 REBAR <br />FMT21 8x8 FILLED CELL W/ (2)#5 REBAR ® INSIDE FACE <br />�O 8x8 FILLED CELL W/ NO REBAR REQUIRED <br />45' CMU - FILL CELLS W/ 15 REBAR <br />12x12 FILLED CELL W/ (4)-#5 REBAR <br />ELEV. <br />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 />AA26002802 <br />0 <br />o <br />oM <br />(ri <br />, <br />rq <br />oo <br />VJ <br />� <br />O <br />� <br />O <br />Cc <br />v <br />� <br />v� <br />as <br />V <br />O <br />bA <br />cz <br />N <br />0 <br />PRODUCT MANAGER <br />RELEASE <br />DATE: xx/xx/xxxx <br />C.O.A.# ENGINEERING: <br />PROJECT TYPE <br />29349 <br />Single Familyj <br />❑ THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />r BENJAMIN NIESE, PE <br />SPECIFICATION LEVEL <br />P.E. # 86025 FLORIDA <br />Pulte <br />10/2/20 <br />DATE,`��tliil j <br />��� yp1i+A fri, <br />PLAN NAME <br />N ' <br />Highgate <br />NPC CHI NU ER <br />•�° - <br />2811.500 <br />STATE CIF fyG <br />SHEET <br />SIM <br />