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u <br />(1) 15 REBAR w/LAP PER <br />COVERSHEET CMU COL. PER <br />8' C.M.U. FINISH PER ELEV. PLAN <br />is-0'-0' PAVERS OR SLAB PER SLOPE <br />FINISH GRADE SPEC <br />-' <br />! a Z CONCRETE FOOTING <br />MONOLITHIC FOUND. - ,'. <br />w REBAR AS NOTED <br />/ <br />W/ (2) 14 DIA. RODS ON FOUNDATION PLAN '�T".�;.�"�•.� �.: <br />CONE ON CHAIRS 9' STARTER ; ' (IF REQUIRED) <br />"02 <br />COURSE - <br />Y ALT. CMU SEAT 0 4V PER PLAN <br />of A <br />EXTERIOR MASONRY WALL FTG ��" TOP of sly Fi MASONRY WALL CORNER ON SPREAD F1 <br />SCALE: 1/2'=1'-0 <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />POURED CURB <br />FINISH GRADE <br />—MONOLITHIC FOUND. <br />w/(2) 14 DIA. RODS <br />' CONE ON CHAIRS <br />i'-4' 0 2 STORY <br />EXT. MASONRY WALL @ GARAGE <br />SCALE 1/2•=,'-0 <br />2x AT 24'O.C. MAX <br />2x P.T. PLATE SEW D TO SLAB w/ <br />3' POW ER ACTUATED FASTENERS OR <br />TAPCONS 016' at OR (2) ROM512d 1/2' G.W.B. EA. SIDE <br />GUN NALS 0 It at <br />STEP PER PLAN <br />.SLOPE <br />--� IL <br />1'-0' 6 1/2' (1) #4 ROD CONE ON <br />CHAIRS LINO <br />STEP CONDITION <br />THICKENED SLAB @ GARAGE (NON -BEARING) <br />SCALE: 1 /2'=1'-0 <br />PVC SLEEVE <br />1'4 0 2 STORY <br />F13 BEARING PENETRATION DETAIL <br />SCALE: 1/2'4-0 <br />8' C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />FINISH GRADE <br />PENETRATING PIPE <br />MONOLITHIC FOUND. <br />w/(2) 14 DIA. RODS <br />CONE ON CHAIRS <br />SCALE 1/2'=1'-0 <br />3/4' RECESS IN SLAB 10 1/2' <br />FINISH FLOORK <br />I <br />W\Y',. <br />CMU COL. PER <br />PLAN <br />—15 REBAR <br />w/LAP PER W <br />COVERSHEET ��• SLOPE <br />o p Z •�'`'�•`:r <br />m CONCRETE FOOTING— <br />w REBAR AS NOTED <br />0 <br />ON FOUNDATION PLAN : <br />(IF REQUIRED) — <br />PER PLAN <br />wl <br />Pavers) MASONRY WALL CORNER ON SPREAD FIG. <br />SCALE: 1/2'=1'-0 <br />8' C.M.U. WALL FINISH 3/4' RECESS IN SLAB <br />PER ELEVATION <br />FINISH FLOOR <br />----� SLOPE <br />� <br />MONOLITHIC FOUND. <br />w/(2) #44 DIA. RODS <br />CONE ON CHAIRS. <br />GARAGE DOOR RECESSED SILL <br />SCALE: 1/2'=1'-0 RECESS NTH PAVERS <br />2x P.T. PLATE SECURED TO SLAB w/ <br />3' POSER ACTUATED FASTENERS OR <br />TOM 016' K OR (2) RM 12d <br />am NArs 0It at <br />START S M WE 2" <br />SLOPE <br />PVC SLEEVE <br />Zx AT 24'O.C. MAX <br />1/2' G.W.B. EA. SIDE <br />8' C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />LOOP IIE (TYP.) <br />MONOLITHIC FOUND. <br />W/ (2) 14 DIA. <br />RODS CONE ON <br />CHAIRS <br />1'-0' <br />4 0 2 STORY <br />FINISH GRADE SLOPE <br />THICKENED SLAB EDGE <br />SCALE: 1/2'=1'-0 <br />(1) #4 REINFORCMENT 4' <br />BAR CONE <br />CONC. PER SCHEDULE <br />SHOWER RECESS <br />SCALE 1/f4-0 <br />—#5 REBAR <br />w/LAP PER <br />COVERSHEET <br />� o z <br />cd <br />o - <br />8' C.M.U. WALL FINISH <br />PER ELEVATION <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONE ON CHAIRS. <br />(1) 14 ROD CONE ON <br />CHAIRS <br />TYPICAL 3 1/2' CONC. <br />SLAB <br />SLOPE TO DRAIN ' <br />4' <br />CMU COLUMN PER <br />SLOPE <br />PAVERS OR SLAB PER —' <br />SPEC. <br />CONCRETE FOOTING • .: • . : <br />w/ REBAR AS NOTED — <br />ON FOUNDATION PLAN <br />(IF REWIRED) <br />1 <br />8' SQUARE MASONRY COLUMN ON SPREAD <br />SCALE 1/2"=1'-0 <br />#5 REBAR <br />w/25' MIN LAP <br />PER ARCH <br />LL: 8' C.M.U. BLOCK FILLED z <br />SOLID w/GROUT a <br />a 4' C.M.U. BLOCK PER ELEV. W � <br />p'-p" SLOPE (1) #5 REBAR w/ LAP PER " <br />=> COVERSHEET 0 -O ��� <br />m <br />c� <br />PAVERS OR SLAB PER SPEC v <br />I. Y <br />CONCRETE FOOTING i <br />w/ REBAR AS NOTED : , ., • :. .. CONCRETE FOOTING +. - <br />ON FOUNDATION PLAN w/ REBAR AS NOTED <br />(IF REQUIRED) PER PLAN ON FOUNDATION PLAN PER PLAN <br />MASONRY COL ON SPREAD FTG. (IF REQUIRED) <br />8' C.M.U. BLOCK FILLED <br />SOLID w/GROUT <br />4' C.M.U. BLOCK PER ELEV. <br />(1) #5 REBAR w/ LAP PER <br />COVERSHEET <br />2-1/2' 0 IMPACT <br />a <br />" <br />GROUT BED <br />D000ORR DOOR PER SPEC <br />PAVERS PER SPEC <br />Z <br />PAVERS PER <br />3' <br />a <br />DOOR PER SPEC <br />N <br />(THICKNESS VARIES) DOOR THRESHOLD <br />a <br />SPEC (THICKNESS <br />VARIES) <br />DOOR THRESHOLD <br />PER PLAN <br />'< <br />_0• F.F. <br />E <br />SLOP7/ <br />OILa <br />z <br />X',"; <br />SLOPE <br />ALT. BRICK <br />I <br />PER PLAN <br />coob <br />g <br />THRESHOLD <br />loo <br />MONOLITHIC FOUND. <br />MONOLITHIC FOUND. <br />MONOLITHIC <br />FOUND. <br />1'-0' <br />W/ (2) #4 DIA. RODS <br />..: <br />. <br />1-4 0 2-STORY <br />w/(2) 114 DIA. RODS <br />wA2)CONE <br />w 2 <br />/() #4 DIA. RODS <br />1'-4' 0 2-STORY <br />`:ASHOLD <br />1 _p <br />CONE ON CHAIRS <br />ON CHAIRS <br />CONE ON CHAIRS <br />�; `rFLUSH <br />BRICK1'-4' <br />0 2 ST <br />Y <br />EXTERIOR DOOR SILL SGD <br />Pavers <br />EXTERIOR DOOR SILL ENTRY <br />Pavers <br />EXTERIOR DOOR SILL @ ENTRY Concrete <br />SCALE 1/2'=1'-0 <br />SCALE: 1/2'=1'-O <br />SCALE: 1/2'=1'-O <br />CORNER BAR WITH 25' <br />VERTICAL DOWEL MIT. LAP SPLICE EACH <br />AS REQb NN PLAN SIDE SAME SIZE AS <br />CONE FOOTING STEEL <br />PAVERS TYP. <br />SLOPE <br />DE <br />j­e_GR <br />ALTERNATE TO CORNER <br />I <br />STEEL REINF. BARS BENT <br />• •`'•`• "`'`•.• OF CONT. BARS <br />AT CORNERS TO COMPLY ^,;:. • '- ''""`� r..;� <br />(1) 14 BAR CONE YOUTH THE INTENT OF THE �• ` ' ':: •; <br />BUILDING CODE. NUMBER OF REBAR <br />COMPACTED FILL 25' MIN. PER PLAN <br />LAP SPLICE <br />PAVER AT CONCRETE GRADE BEAM KF12 REINF. PLACEMENT AT FTG. CORNERS <br />SCALE 1/2'=1'-0 <br />CONCRETE SLAB ON <br />CLEAN COMPACTED FILL 1/8' SAW CUT <br />SAW CUT <br />rn <br />.16 <br />NOTE: <br />SAWED JOINT SHALL BE CUT WIN 24 HRS. OF CONCRETE PLACEMENT. <br />TYPICAL SAW CUT JOINT <br />SCALE: 1/2'=1'-0 <br />C.OJL# ARCHITECT1,11RLL.- <br />AA260028M <br />C.O•A.# E"NEERING- <br />29349 <br />0 THOMAS A- WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. 0 86026 FLORIDA <br />5/20/21 <br />DATE ��11i 1I f 1 <br />-�i"ffaM!�At. �0".�. <br />a <br />0 <br />N <br />x <br />0 <br />U <br />t'/ <br />1 <br />c-'•a <br />00 <br />VJ <br />O <br />es <br />�MM <br />� <br />N <br />0 <br />V9 <br />o <br />ct) <br />N <br />� <br />Illm <br />*PulteGroup- <br />A <br />T <br />N <br />v <br />o <br />r <br />O <br />Oxo <br />O 5! <br />b <br />-1c C!) <br />O <br />Q <br />Qj <br />CISo0 <br />ICI <br />�Q <br />�z <br />�0 <br />xZE,w <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX Xx XXXX <br />PROJECT TYPE <br />Single Fan it <br />SPECIFICATION LEVEL <br />Pdte <br />PLAN NAME <br />S ruce <br />NPC UJILD NUMBER <br />2116.501 <br />SHEET <br />slo <br />t <br />