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10 <br />0 <br />E <br />FOUNDATION PLAN <br />SCALE: 1/4"=l'-O" <br />40'-0" <br />10'-OR <br />'-0" 9'-0" 2'-7R 8'6 10'-2" <br />24"x24"xl2" CONC. FTG. w/ <br />S1.0 #4 BARS 6" O.C. EA WAY <br />VERIFY M.O. <br />J <br />4'-5 1 /2" <br />7'-0" <br />VERIFY M.O. <br />J <br />3'-1 1 /2" <br />w/ OPT. <br />SCREEN <br />R <br />ENCLOSURE <br />I <br />I W <br />___ F11 <br />S1.0 <br />• <br />-_- F01 <br />S1.0 <br />F01 <br />S1.0 -- <br />• <br />1'-2 1 /2" CV <br />I <br />2'-11/2" 6'-8R <br />I <br />�_ <br />N <br />Cj <br />I <br />.- <br />,, <br />VERIFY M.O. N <br />• <br />lei <br />CJ <br />1 <br />� <br />I <br />0 <br />l <br />• <br />CJ <br />o <br />I FO7 <br />3'-0 1 /2" <br />9" <br />J <br />R i <br />-5 1 2 <br />o <br />o0 <br />i <br />u411 <br />I <br />• <br />• <br />• <br />CJ <br />F26 <br />C5 <br />I <br />o <br />S1.0 <br />o <br />o <br />wy <br />• <br />• <br />I <br />R <br />I <br />M <br />_ <br />I F0, <br />co <br />;r, <br />-- <br />S1.0 <br />0 <br />0 <br />� I <br />I <br />• <br />I CJ <br />CJ <br />• <br />;n <br />o <br />I <br />-- <br />R <br />oo <br />• <br />REFER TO ARCHITECTURE FOR <br />F08 <br />Ln <br />ACTUAL WALL LOCATION <br />S1,0 <br />co <br />— - CJ <br />�— <br />— <br />SLOPE STARTS <br />HERE <br />I <br />.I <br />S1.0 <br />\ <br />VARIES <br />I <br />. <br />R <br />R <br />I <br />Ln <br />C <br />I ' <br />CJ <br />. <br />oo <br />F04 .. <br />S1.0 <br />o <br />F07 11 <br />WI <br />0 <br />• <br />S1.0 <br />� <br />co <br />I <br />I <br />I <br />----- <br />CJ <br />I F01 <br />S1.0 <br />5 <br />N VERIFY <br />M M.O. <br />" 3'-4" 5 1 <br />-- - <br />• <br />CJ <br />"_ <br />I <br />� <br />I <br />R <br />(E1.1 <br />CD <br />-- <br />• <br />••I <br />lei• <br />• <br />I I•• -I <br />•• <br />• <br />VERIFY M.O. IV I VERIFY M.O. <br />2'-111/2" 8" 7'-0" 8" 2'-111/2" 1'-9. 8" 16'-8" 8" 1'-9" <br />14'-3" 4'-3" 21'-6" <br />40'-0" <br />LEGEND SYMBOLS <br />❑� <br />8x8 FILLED CELL W/ y5 REBAR <br />FOU-21 <br />8x8 FILLED CELL W/ (2)J5 REBAR 0 INSIDE FACE <br />❑On <br />8x8 FILLED CELL W/ NO REBAR REQUIRED <br />C_ <br />45' CMU -FILL CELLS W/ 15 REBAR ' <br />a <br />1202 FILLED CELL W/ (4)-;#5 REBAR <br />OL ELEV. <br />ELEVATION INDICATOR - ELEVATION NOTED IS <br />Y <br />RELATIVE TO FINISH FLOOR DATUM = 0'-0' <br />XX <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 />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />3/31/21 <br />DATE <br />.����` �p'•NI�N �� � <br />No. 86025 <br />STATE <br />L <br />V <br />J <br />V <br />C <br />C <br />x <br />o� <br />t'1 <br />� <br />v00 <br />44 <br />0 <br />O <br />O <br />00 <br />T <br />A� <br />v <br />DIN <br />M <br />U <br />tz <br />� <br />w <br />bJ0 <br />N�--� <br />tpultec-'roop- <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX/XX/XXXX <br />PROJECT TYPE <br />SPECIFICATION LEVEL I <br />Pt lte <br />PLAN NAME <br />Highgate <br />NPCCHn NU ER <br />2811.500 <br />silm <br />