Laserfiche WebLink
.L <br />FOUNDATION PLAN <br />SCALE: 1 /4"=l'-O" <br />0 <br />I <br />0 <br />7 <br />M <br />F03C <br />51.0 <br />0 <br />o <br />� <br />I <br />w <br />0 <br />CID <br />CV <br />00 <br />0 0 <br />I <br />00 <br />I <br />0 <br />40'-0" <br />10'-8" <br />29'-4" <br />71 -0 <br />Q'-811 <br />Fes' <br />24"x24"x12" CONC. FTG. w/ <br />81.0 <br />#4 BARS 6" O.C. EA WAY;o <br />4-- <br />___ F11 F11 <br />- <br />S1.0 S1.0] <br />_ 2'-7" 8" <br />- <br />10'-2" <br />8" 4'-51/2" <br />80 <br />7'-0" 8" 3'-11/2" <br />I <br />VERIFY M.O. <br />VERIFY M.O. <br />w o <br />d I <br />o _ � <br />o <br />__ F01 <br />• S1.0 <br />F01 <br />S1.0 - I <br />• <br />1'-2 1 /2" N <br />2'-11/2" <br />6'-8" <br />CV <br />r, VERIFY M.O. N <br />F <br />• <br />• <br />F07 <br />ci <br />ci <br />S1.0 <br />• <br />I <br />• <br />I <br />• <br />• <br />ci <br />0 <br />I <br />o <br />• <br />__ F01 <br />S1.0 <br />I <br />• <br />• <br />ci <br />ci <br />• <br />S1.0 <br />• <br />I• <br />SLOPE STARTS I ;' <br />HERE <br />• <br />ci <br />F32 <br />2 <br />'-10" <br />S1.0 <br />F08 <br />LOCATION PER <br />S1.0 <br />- <br />o <br />V RIES <br />_ <br />ARCHITECTURE I <br />• <br />- \ <br />� <br />I <br />o <br />• <br />Icn <br />w .- <br />F04 --- <br />S1.0 <br />FO7 <br />0 <br />• <br />S1.0 <br />N <br />ci <br />ci <br />F04 <br />N VERIFY <br />• F01 M M.O. <br />• <br />S1.0 <br />5 2" �3'-4" <br />5 1 <br />S1.0 <br />F01 'N Opp <br />- <br />S1.0 0 <br />I <br />• <br />• • <br />• • <br />• <br />°o <br />F06 <br />I <br />• <br />VERIFY M.O. <br />S1.0 <br />L <br />1817870 <br />• • <br />• <br />VERIFY M.O. <br />2'-111/2" <br />8" 7'-0" <br />g" 2'-111/2" <br />1'4 <br />8" <br />16'-8" <br />8" <br />1'-9" <br />e <br />21'-6" <br />14'-3" 4'-3" <br />40'-0" <br />i <br />n <br />01 <br />d- <br />I <br />i <br />in <br />00 <br />I <br />o <br />of <br />001 <br />00 <br />Ln I <br />I <br />in <br />00 <br />I <br />LEGEND SYMBOLS <br />❑• 8x8 FILLED CELL W/ #5 REBAR <br />• 2 8x8 FILLED CELL W/ (2)#5 REBAR @ INSIDE FACE <br />DO 8x8 FILLED CELL W/ NO REBAR REQUIRED <br />4 45' CMU -FILL CELLS W/ #5 REBAR <br />12xl2 FILLED CELL W/ (4)-#5 REBAR <br />EL ELEVATION INDICATOR — ELEVATION NOTED IS <br />RELATIVE TO FINISH FLOOR DATUM = 0'-0" <br />XX DETAL INDICATOR <br />FLOOR SLAB NOTES: <br />3 1/2" Z500 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.U.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />• BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />12-13-2019 <br />DATE `��ttii Iltt��jfljf <br />N <br />r <br />f � STATE111, JAL <br />C5 <br />Lo <br />O <br />N <br />S <br />c� <br />0 <br />U <br />O <br />M� <br />``, <br />i <br />00 <br />m <br />O <br />0 <br />ul) <br />� <br />O <br />00 <br />n� <br />�-I <br />O <br />c <br />-�N+ <br />N <br />U <br />M <br />vs <br />• <br />V <br />o <br />bA <br />c" <br />0 <br />N <br />pulteG - <br />PRODUCT MANAGER <br />RELEASE <br />DATE: 11 /08 /2019 <br />PROJECT TYPE I <br />Sinele Familv <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Hanover <br />NPC CHILD NUMBER <br />2375.500 <br />SHEET <br />sil <br />