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MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />1-4" ® 2 STO 1 <br />EXTERIOR MASONRY MASONRY WALL FTG <br />SCALE: 1/2"=1'-0 <br />3/4' RECESS IN SLAB 10 1/2" <br />FINISH FLOOR w 4" <br />(1) #5 REBAR w/LAP PER <br />COVERSHEET CMU COL. PER <br />8" C.M.U. FINISH PER ELEV. PLAN <br />FINISH GRADE <br />� I <br />9" STARTER <br />COURSE - <br />ALT. CMU SEAT ® -1Y" <br />FROM TOP OF SLAB <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />'— MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />GARAGE DOOR RECESSED SILL <br />SCALE: 1/2"=1'-0 <br />RECESS WITH PAVERS <br />2x AT 24'O.C. MAX. <br />2x P.T. PLATE SECURED TO SLAB w/ <br />3' POWDER ACTUATED FASTENERS OR <br />TAPCONS 016' O.C. OR (2) ROWS 12d <br />1/2' G.W,B. EA. SIDE <br />GUN NAILS 012' O.C. <br />STEP PER PLAN <br />SLOPE <br />� . <br />CD <br />4 <br />1'-0" <br />6 <br />1/2" (1) #4 ROD CONT. ON <br />CHAIRS LINO <br />STEP CONDITION <br />Fos THICKENED SLAB <br />GARAGE NON -BEARING <br />SCALE: 1/2"=1'-C <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />CLEAN COMPACTED FILL <br />FINISH GRADE <br />OIL <br />PENETRATING PIPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />PVC SLEEVE <br />1'-4" D 2 STORY <br />F13 BEARING PENETRATION DETAIL <br />SCALE: 1 /2"=1.-0 <br />3 <br />O <br />in <br />0 <br />C' <br />0 <br />O <br />N <br />0 <br />N <br />N <br />a`> <br />E <br />U <br />a� <br />w <br />0 <br />VI <br />PAVERS OR SLAB PER SLOPE ' <br />SPEC. <br />CONCRETE FOOTING p; <br />w/REBAR AS NOTED <br />ON FOUNDATION PLAN •: ' ... <br />(IF REQUIRED) <br />PER PLAN <br />o3�MASONRYWALL CORNER ON SPREAD FTG. ICORNER ON SPREAD FTG, <br />SCALE: 1 /2"=1'-0 <br />3/4" RECESS IN SLAB <br />FINISH FLOOR <br />CMU COL. PER <br />PLAN <br />—#5 REBAR <br />w/LAP PER <br />w <br />COVERSHEET <br />OIL -0'-0„ SLOPE <br />w <br />- <br />�¢ z <br />m <br />CONCRETE FOOTING ,; :: ;; •._ :, :: •:: — <br />w/REBAR AS NOTED <br />o Z <br />ON FOUNDATION PLAN ``• --; -^ --- <br />(IF REQUIRED) — <br />PER PLAN <br />iers)MASONRY <br />WALL CORNER ON SPREAD FTG. <br />CORNER ON SPREAD FTG. <br />SCALE: 1 /2"=1'-0 <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />III . • MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />2x P.T. PLATE SECURED TO SLAB w/ <br />3' POWDER ACTUATED FASTENERS OR <br />TAPCONS 016' O.C. OR (2) ROWS 12d <br />GUN NAILS 012' O.C. <br />START SLOPE HERE \Z' <br />SLOPE <br />t� <br />FLUSH CONDITION <br />PENETRATING <br />PVC SLEEVE <br />SCALE: 1 /2"=1'-0 <br />2x 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 TIE (TYP.) <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. <br />RODS CONT. ON <br />CHAIRS <br />—#5 REBAR <br />w/LAP PER <br />COVERSHEET <br />CC> of^ <br />�¢ z <br />MC <br />o Z <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) #4 DIA. RODS <br />CONT. ON CHAIRS <br />114 D 2 STORY0 22 SSTORRYY <br />Fo4,,, EXT. MASONRY WALL @ GARAGE <br />SCALE: 1/2"=1'-O <br />LSLOP'E <br />"@ IMPACT <br />GROUT BED DOOR PER SPEC DOOR PER SPEC ¢ PAVERS PER <br />ESS VARIES) DOOR THRESHOLD SPEC (THICKNESS <br />00 <br />ii VARIES) <br />F_ F SLOPE <br />PER PLAN - <br />00 <br />I�II���—� <br />M I E. 11 <br />1 <br />MONOLITHIC FOUND. MONOUmlC FOUND. <br />1'-4-4' @ 2-STORY - w/(2) #4 DIA. RODS r/(2) #4 DIA. RODS 1'-4" @ 2-STORY <br />CONT. ON CHAIRS CONT. ON CHAIRS <br />EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) <br />SCALE: 1 /2"=1'-O <br />FINISH <br />(1) 14 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2" CONC. <br />SLOPE SLAB <br />THICKENED SLAB EDGE <br />SCALE: 1 /2-=1'-O <br />(1) #4 REINFORCMENT 4" SEE FOUNDATION PLAN L.4'L. <br />BAR CONT. Q <br />a <br />CONC. PER SCHEDULE W <br />a <br />SLOPE TO DRAIN <br />SHOWER RECESS <br />SCALE: 1/2-4-0 <br />V.LE- 1/2"=1'4 <br />ElumliffillwIlIlli <br />12" SQUARE C.M.. I " <br />COL PER PLAN coLu (2) #5 REBAR w/ <br />it 25" LAP MIN, <br />> 0 EACH FILLED CELL <br />0'-0" SLOPE <br />PAVERS OR SLAB PER SPEC. <br />4 <br />CONCRETE FOOTING w/REBAR <br />AS NOTED ON FOUNDATION PER PLAN <br />PLAN (IF REQUIRED) <br />Fo3D MASONRY COL. ON SPREAD FTG. <br />SCALE: 1 /2"=1'-0 <br />DOOR PER SPEC <br />DOOR THRESHOLD ,PER PLAN <br />�.- J <br />ALT. BRICK <br />PER PLAN <br />THRESHOLD <br />• • <br />Z <br />� <br />x- <br />II'' <br />III <br />d <br />"•. • .. <br />`: <br />—III —III <br />III <br />3" <br />W <br />—III <br />I = - <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />'' `+! :. <br />III <br />ALT. FLUSH BRICK <br />1'-4" ®2 STO <br />Y <br />THRESHOLD <br />EXTERIOR DOOR SILL @ ENTRY (Concrete) <br />9\hpb'1iNa <br />14--u \�_—(1) #4 BAR CONT <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />SCALE: 1/2"=1'-0 <br />CORNER BAR WITH 25" <br />MIN. LAP SPLICE EACH <br />VERTICAL DOWEL <br />'.�`•:.• <br />:� <br />AS REQ'D IN PLAN <br />SIDE. SAME SIZE AS <br />CONT. FOOTING STEEL <br />y�' ; <br />NUMBER OF CORNER <br />ALTERNATE TO CORNER <br />SPLICE PROVIDE CONT. <br />STEEL REINF. BARS BENT <br />� • ' ' .ti � � • • <br />.. <br />` <br />` ` " ' ` ' ,' ` ' ` ' "''' <br />BARS EQUALS NUMBER <br />OF CONT. BARS <br />AT CORNERS TO COMPLY' <br />WITH THE INTENT OF THE <br />BUILDING CODE. <br />NUMBER OF REBAR <br />25" MIN. <br />PER PLAN <br />LAP SPLICE <br />F12 REINF. PLACEMENT AT FTG. CORNERS <br />SCALE: 1 /2"=1'-O <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />i 1 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />1 /6/21 <br />DATE �ti5iilt!///t <br />3pmiN <br />No.860 <br />r <br />STATE l(/ <br />►III <br />e <br />^, <br />O <br />o <br />W <br />M <br />r ..4 <br />00 <br />00 <br />C5 <br />U <br />`Y' <br />r <br />di <br />v <br />O <br />� <br />w <br />O <br />� <br />a--+ <br />4 <br />N <br />= <br />PRODUCT MANAGER <br />RELEASE <br />DATE: xx/xx/xxxx <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Highgate <br />NPC CHIM NU ER <br />2811.500 <br />SHEET <br />S1.0 <br />