Laserfiche WebLink
c <br />I <br />Ic <br />C <br />oc I <br />40'-0" <br />26'-4" 13'-8" <br />5030 0 24"x24"x12" 1CONC FTG w/ #4 -0 S 30 <br />S"-- - L REBAR @ 6" O.C. EA WAY <br />1 F11 F11 <br />0 <br />27'-0" <br />-- S1.0 13'-0" S1.0 -- <br />ll <br />I <br />CIOF12 <br />3'-5 1 /2" 8" 7'-0" 8" 4' 7" 8" 7' 0" 8" 2'-3 1 <br />2" <br />w/OPT. SCREEN w/OPT. SCREEN <br />S1.0 <br />ENCLOSURE ENCLOSURE <br />VERIFY M.O. <br />VERIFY M.O. <br />• <br />lei <br />Cc N O O <br />-� <br />F01 <br />F07 0'-0" <br />N <br />LVAIRIES o <br />S1.0 <br />S1.0 <br />• <br />O <br />g o <br />8 1 /2" `D 1'-5 1 /2" <br />8" 10'-2'r <br />SOLID POUR <br />SOLID POUR <br />VERIFY N <br />S. C. <br />M.O. <br />F01 <br />- I <br />I <br />S1.0 <br />g" <br />3'-0 1 /2' <br />L- <br />o <br />_ <br />00 <br />I <br />� <br />52" <br />g <br />0'-0" <br />S. C. <br />F26 <br />S1.0 <br />I <br />- <br />" <br />I <br />00 <br />I <br />I <br />a <br />Zo <br />• <br />I <br />�c7 <br />� <br />co <br />0 <br />QD <br />S. C. <br />REFER TO ARCHITECTURE <br />FOR <br />F08 ACTUAL WALL LOCA ION <br />S1.0 <br />M <br />CD <br />REFER TO ARCHITECTURE FOR <br />F08 ACTUAL WALL LOCATION <br />VARIES <br />I <br />o <br />S1.0 <br />c- <br />N <br />N <br />S S <br />- <br />cV <br />START SLOPE <br />HERE <br />REFER TO DETAIL FOR <br />FLUSH ENTRY CONDITION <br />OHM <br />20'-9" <br />VARIES <br />F08 <br />S1.0 <br />S. C. <br />S. C. <br />A OF <br />0 <br />• <br />• <br />F04 I <br />S1.0 o <br />I <br />=- w <br />0 <br />FO7 <br />I <br />7 <br />S1.0 <br />00 <br />SOLID POUR <br />SOLID POUR <br />S. C. <br />S. C. <br />• <br />• <br />7 1 /2" <br />7 1/2 " <br />FO6 <br />S1.0 <br />a, <br />o, <br />I <br />3 -4 <br />fi <br />i <br />F04 <br />VERIFY <br />o M.O. <br />r <br />F01 <br />• <br />S1.0 <br />-f <br />d <br />co <br />N <br />J <br />I <br />o <br />VERIFY <br />M.O. o <br />N <br />N <br />, lal- <br />• <br />• <br />77-1—mitel <br />1'-8 1 /2" <br />1'-8 1/2" <br />16,-8n 8n <br />4,-7" <br />40'-0" <br />FOUNDATION PLAN - <br />SCALE: 1/4"=1'-O" <br />2'-10" <br />VERIFY M.O. 1 <br />7'-Orr 8„ <br />14'-0" <br />2'-10" <br />LEGEND SYMBOLS <br />❑• 8x8 FILLED CELL W/ #5 REBAR <br />• 2 8x8 FILLED CELL W/ (2)#5 REBAR ® INSIDE FACE <br />❑O 8x8 FILLED CELL W/ NO REBAR REQUIRED <br />45' CMU - FILL CELLS W/ #5 REBAR <br />12x12 FILLED CELL W/ (4)-#5 REBAR <br />ELF E ELEVATION INDICATOR - ELEVATION NOTED IS <br />RELATIVE TO FINISH FLOOR DATUM = 0'-0" <br />DETAIL INDICATOR <br />XX <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 />G.O.A.# ARCHITECTURE: <br />AA26002802 <br />C5 <br />0 <br />N <br />O <br />N <br />cD <br />Of <br />a_ <br />O <br />0 <br />00 <br />m <br />MO <br />� <br />00 <br />c� <br />O <br />� <br />0 <br />VJ <br />� <br />O <br />4J <br />� <br />O <br />b� <br />0 <br />;__4 <br />r <br />- <br />N <br />� <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />G.O.A.# ENGINEERING: <br />PROJECT TYPE <br />29349 <br />Sin le Famil <br />Il THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />• BENJAMIN NIESE, PE <br />SPECIFICATION LEVEL <br />P.E. # 86025 FLORIDA <br />Pulte <br />1/6/21 <br />DATE.,,wilI1II Tf <br />PLAN NAME <br />Cedar <br />12810.500 <br />NPC CHILD NUMBER <br />No.86 - <br />r'x1 <br />SHEET <br />sTaT �Au. <br />`���rslQNAL <br />sil <br />