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(1) #5 REBAR w/ 25' LAP <br />U.N.O. CMU COL. PER <br />8' C.M.U. FINISH PER ELEV. PLAN <br />—0'-0" <br />FINISH GRADE <br />z <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS �• <br />CONE ON CHAIRS 9' STARTER <br />COURSE . <br />1-4' 0 2 ST Y ALT. CMU SEAT 0 -1V <br />EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB <br />SCALE: 1/2'=1'-O <br />3/4' RECESS IN SLAB 10 1 /2' <br />FINISH FLOOR <br />PAVERS OR SLAB PER SLOPE ' <br />SPEC. :,—`. <br />CONCRETE FOOTING <br />PER PLAN <br />PER PLAN <br />MASONRY WALL CORNER ON SPREAD FTGWALL CORNER ON SPREAD FTG. <br />�\� SCALE: 1/2`4-0 <br />8' C.M.U. WALL FINISH 3/4' RECESS IN SLAB — <br />PER ELEVATION <br />FINISH FLOOR <br />— <br />SLOPE <br />--- <br />�— MONOLITHIC FOUND. <br />w/(2) 14 DIA. RODS <br />CONT. ON CHAIRS. <br />-4' 0 2 STORY <br />GARAGE DOOR RECESSED SILL <br />SCALE: 1/2'=1'-0 RECESS WITH PAVERS RECESS WITH SLAB <br />2x AT 24"O.C. MAX <br />2x P.T. PULE SECURED TO SLAB w/ <br />3' POWDER ACTUATED FASTENERS OR <br />TAPCX 016' O.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE <br />GUN NALS 012' O.C. 2x P.T. PLATE SECURED TO SLAB w/ <br />STEP PER PLAN 3' PONDER ACTUATED FASTENERS OR <br />TAIM 0 IC O.C. OR (2) ROWS 12d <br />SLOPE r•. .: • , • GUN VIALS 0 It QC. <br />• •, j' START SLOPE HERE 2' <br />n .. ,, ..t.. •• - iv o <br />,_ • CO fI R <br />1' —0" 6 1�2' (1) #4 ROD CONE ON <br />0' r6 1/2 <br />CHAIRS LINO <br />o� THICKENED SLAB 0 GARAGE (NON -BEARING) <br />SCALE: 1 /2'=1'-0 <br />PVC SLEEVE <br />I'-4' 0 2 STORY <br />F13 BEARING PENETRATION DETAIL <br />SCALE: 1/2'=1'-0 <br />z <br />a <br />w <br />d <br />m <br />A <br />8' C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />FINISH GRADE PENETRATING <br />PENETRATING PIPE <br />MONOLITHIC FOUND. <br />w/(2) 14 DIA. RODS <br />CONE ON CHAIRS <br />PVC SLEEVE <br />30"x30'x12' CONC. <br />FTG. w/ (3) 14 <br />�— REBAR EA. WAY <br />VEHICLE SIDE OF PEDESTAL <br />30' <br />GAS WATER HEATER PEDESTAL <br />SCALE 1/2'=1'-0 <br />h <br />REBAR 3' <br />ON TOP & 10' <br />ND 0 BOTTOM <br />LOCATE PER ARCHITECTURAL MOM <br />SCALE 1/Y=1'-0 <br />CMU COL PER <br />PLAN <br />—15 REBAR #5 REBAR <br />w/25' MIN LAP UA w/25' MIN LAP <br />OIL-0'—O" SLOPE <br />�o oo^ oo^ <br />¢ z ¢ z <br />m CONCRETE FOOTING IF m <br />PER PLAN <br />PER PLAN <br />iers�MASONRY WALL CORNER ON SPREAD FtG. (Concrete <br />CORNER ON SPREAD FtG. (Concrete) <br />8' C.M.U. WALL FINISH <br />PER ELEVATION <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONEE, ON CHAIRS. <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />POURED CURB <br />FINISH GRADE <br />}.• o Z <br />_ —MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />11. '_D• L CONT. ON CHAIRS <br />-- -------------1'-4'02STORY <br />SCALE: 1/2'=1'-O <br />SCALE 1/2'=1'-0 <br />2-1/2" 0 IMPACT <br />Z <br />GROUT BED <br />000ORR <br />D DOOR PER SPEC <br />PAVERS PER SPEC <br />PAVERS PER <br />3' <br />n_ <br />a <br />- <br />(THICKNESS VARIES) DOOR THRESHOLD <br />n <br />a_ <br />SPEC (THICKNESS <br />t <br />VARIES) <br />SLOPE - <br />�.--. <br />SLOPE <br />71 <br />PER PLANJ4 <br />ALT. BRICK <br />00 <br />g <br />�= <br />THRESHOLD <br />100 <br />? <br />1C-0" <br />FOUND. <br />cl- <br />j <br />E <br />MONOLITHIC MONOLITHIC <br />FOUND. <br />1'-0" <br />�.. . <br />1-4 <br />. �� <br />0 2-STORY <br />w/(2) 14 DIA. RODS w/(2) #4 DIA. RODS <br />CONT ON CHAIRS <br />1'-4 0 2-STORY <br />12" SQUARE C.M. . <br />COL PER PLAN w (2) 15 REBAR w/ <br />25" LAP LEI. <br />0 EACH FILLED CELL <br />OOLp'4 SLOPE <br />PAVERS OR SLAB PER SPEC. <br />CONC. FOOTING PER PLAN . <br />PER PLAN <br />w3D MASONRY COL ON SPREAD FTG. <br />scALE 1/2'4-0 <br />DOOR PER SPEC <br />DOOR THRESHOLDS ,PER PLAN <br />CONT. ON CHAIRS ALT. FLUSH BRICK <br />D(fERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) THRESHOLD EXTERIOR DO( <br />SCALE 1/2'=1'-0 SCALE: 1/2'=1'-0 SCALE: 1/2'=1'-0 <br />(1) #4 ROD CONE ON <br />2x AT 24'O.C. MAX CHAIRS <br />TYPICAL 3 1/2' CONC. <br />FINISH GRADE SLAB <br />1/2' G.W.B. EA SIDE t SLOPE,. <br />THICKENED SLAB EDGE <br />SCALE: 1/2'=1'-0 <br />8' C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />LOOP TIE (TYP•) (1) #4 REINFORCMENT 4° SEE FOUNDATION PLAN 4' <br />BAR CONE <br />a. <br />CONC. PER SCHEDULE U-1 <br />n_ <br />SLOPE TO DRAIN <br />MONOLITHIC FOUND. ` s <br />W/ (2) iT DIA. J <br />RODS CONT. ON `� -�:r : '`i' ':.:'� ':�:'�'.'�,��•= ••'.'' <br />CHAIRS <br />F26 SHOWER RECESS <br />SCALE 1/2'=1'-0 <br />PAVERS TYP. <br />' \�__(1) #4 BAR CONE <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />PER PLAN <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />j'-0" L CONT. ON CHAIRS <br />1'-47 0 2 Ay <br />CORNER BAR WITH 25' <br />VERTICAL DOWEL <br />:' <br />�� :.:• <br />7j <br />MIN. LAP SPLICE EACH <br />SIDE. SAME SIZE AS <br />AS REQb IN <br />•' <br />CONE FOOTING STEEL <br />; .::; ' ': }... <br />NUMBER OF CORNER <br />ALTERNATE TO CORNER <br />SPLICE PROVIDE CONT. <br />: ; ; <br />BARS EQUALS NUMBER <br />STEEL ROW. BARS BENT <br />` �:; ; ` ..-- r •'' !:'• <br />OF CONE BARS <br />AT CORNERS TO COMPLY'' <br />_:; <br />�•� <br />-' •''' <br />WITH THE INTENT OF THE <br />'.. <br />. �: �'-�':;-:'. <br />;• •``;•'' ' <br />BUILDING CODE. <br />N UMBER OF REBAR <br />25' MIN. <br />PER PLAN <br />LAP SPLICE <br />F12 REINF. PLACEMENT AT FTG. CORNERS <br />SCALE: 1/2'4-0 <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29U9 <br />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />9/3/20 <br />DATE``iltii <br />!N <br />r STATE <br />RIO <br />ro AL. <br />O <br />1 <br />41 <br />00 <br />0 <br />VJ <br />O <br />A� <br />;-48 <br />0) <br />aMN <br />N <br />Q <br />U <br />!r <br />C� <br />N <br />ro <br />*PulteGroup- <br />441 <br />o <br />O <br />�i <br />o <br />p <br />� Q <br />' 4 4:3 <br />� <br />o <br />I­4 <br />O 0 <br />PRODUCT MANAGER <br />RELEASE <br />DATE: <br />PROJECT TYPE <br />Single Famil <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Highgate <br />NPC CH NU ER <br />2811.500 <br />SHEET <br />SLO <br />