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I <br />0 <br />a� <br />(1) 15 REBAR w/LAP PER <br />COVERSHEET <br />8' C.M.U. FINISH PER ELEV. <br />OIL-0A. <br />FINISH GRADE <br />co <br />MONOLITHIC FOUND. _ - <br />W/ (2) /4 DIA. RODS <br />CONT. ON CHAIRS 9' STARTER • <br />COURSE <br />1-4' 0 2 ST Y ALT. CMU SEAT 0 41 <br />EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB <br />SCALE: 1/2'=1'-0 <br />3/4' RECESS IN SLAB 10 1/2' 8' C•M•U. WALL FINISH <br />PER ELEVATION <br />FINISH FLOOR <br />SLOPE <br />'--MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />GARAGE DOOR RECESSED SILL <br />SCALE: 1/2'=V-0 RECESS WITH PAVERS <br />2x P.T. PLATE SECURED TO SLAB w/ <br />Y POWDER ACTUATED FASTENERS OR <br />TAPCONS 016' O.C. OR (2) ROWS 12d <br />GUI NAILS 012' O.C. <br />STEP PER PLAN <br />$LOPE <br />1'—o" s 1/2' <br />STEP CONDITION <br />THICKENED SLAB @ GARAGE (NON-BI <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 />2x AT 24'O.C. MAX <br />1/2' G.W.B. EA. SIDE <br />0 <br />(1) #4 ROD CONT. ON <br />CHAIRS UNO <br />CMU COL PER <br />PLAN <br />PAVERS OR SLAB PER SLOPE ' <br />SPEC. <br />CONCRETE FOOTING <br />w/REBAR AS NOTED <br />ON FOUNDATION PLAN <br />(IF REQUIRED) <br />PER PLAN <br />MASONRY WALL CORNER ON SPREAD FTG. <br />SCAIF: 1/2'=1'-O <br />3/4' RECESS IN SLAB — <br />FINISH FLOOR <br />CMU COL. PER (1) /5 REBAR AT EACH <br />FILLED CELL <br />PLAN v� <br />—#5 REBAR 15 REBAR CMU STRUCK BOTH WAYS COL PER PLAN w (2) #5 REBAR w/ <br />w/LAP PER W w/LAP PER 25' LAP MIN. <br />COVERSHEET SLOPE COVERSHEET Q POURED CURB _ > <br />-O SLOPE 0 EACH FILLED CELL <br />-0 _ <br />LU <br />FINISH GRADE <br />CD Q z a z ,, PAVERS OR SLAB PER SPEC. <br />m C.D CONCRETE FOOTING IF m C.D oo Z <br />w/REBAR AS NOTED - <br />oi Z ON FOUNDATION PLAN �-::• ' a ? c MONOLITHIC FOUND. CONCRETE FOOTING w • ''r ''; .. <br />13V(IF REQUIRED) w/(2) J4 DIA. RODS AS NOTED ON FOUNDATION <br />PER PLAN 1 fi CONT. ON CHAIRS PLAN (IF REQUIRED) <br />1PER PLAN <br />'AL '-4.STORY <br />®2 S oR F03n MASONRY COL. ON SPREAD FTG. <br />rers) MASONRY WALL CORNER ON SPREAD FTG. (Concreted Fo4 EXT, MASONRY WALL @ GARAGE SCALE: 1/2'=1'-0 <br />SCALE 1/2'=1'-O SCALE: 1/2'=1'-O <br />T-_ A <br />8' C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />— MONOLITHIC FOUND. <br />w/(2) 14 DIA. RODS <br />CONT. ON CHAIRS. <br />2x P.T. PLATE SECURED TO SLAB w/ <br />r POWDER ACTUATED FASTENERS OR <br />TAPCONS 016' O.C. OR (2) ROWS 12d <br />am NAILS 012' D.C. <br />START SLOPE IN 2" <br />SLOPE <br />77 <br />.• <br />FLUSH CONDITION <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) #4 DIA. RODS <br />CONT. ON CHAIRS <br />wi-SITA I ILI <br />SCALE: 1/2'=1'-0 <br />2-1/2' 0 IMPACT a <br />DOORR DOOR PER SPEC Z " Of <br />GROUT BED N PAVERS PER SPEC PAVERS PER 3 a DOOR PER SPEC <br />� (THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS <br />ii VARIES) "< DOOR THRESHOLD PER PLAN <br />Ji SLOPE - <br />., . <br />�. SLOPE7Q " <br />... PER PLAN jh ,•- — <br />. ..... _ THRESHOLD I: <br />ALT. BRICKOIL PER PLAN <br />co <br />-� ..I-IIHII�I � o _';`. I III J � PIW/ <br />�-„�.3MONOLITHIC FOUND. <br />MONOLITHIC FOUND. MONOLITHIC FOUND. 1'-O" (2) #4 DIA. RODS <br />1'-4` 0�2-STORY w/(2) 14 DIA. RODS w/(2)4 DIA. RODS 1`_4' 0 2-STORY ` 1�-0" CONT. ON CHAIRS <br />CONT. ON CHAIRS CONT. ON CHAIRS I 1-4' 0 2 ST Y <br />ALT. FLUSH BRICK <br />EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) THRESHOLD WERIOR DOOR SILL @ ENTRY (Concrete) <br />SCALE: 1/2'=1'-0 SCALE 1/2'=1'-0 SCALE 1/2'=1'-0 <br />(1) #4 ROD CONT. ON <br />2x AT 24'O.C. MAX. CHAIRS <br />TYPICAL 3 1/2' CONC. <br />1/2' G.W.B. EA. SIDEFINISH GRADEf � SLAB <br />•:—FT7. I . <br />THICKENED SLAB EDGE <br />SCALE: 1 /2'=1'-O <br />8' C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />LOOP TIE (TYP.) (1) 14 REINFORCMENT 4" SEE FOUNDATION PLAN <br />BAR CONT. Q <br />a <br />CONC. PER SCHEDULE W <br />a SLOPE TO DRAIN <br />MONOLITHIC FOUND.` <br />W/ (2) 14 DIA. t <br />RODS CONT. ON `n \ - :r' _ '' '•` ' - + <br />CHAIRS <br />SHOWER RECESS <br />SCALE 1/2'=1'-0 <br />4" <br />PAVERS TYP. <br />In= <br />(1) #4 BAR CONT. <br />COMPACTED ALL <br />PAVER AT CONCRETE GRADE BEAM <br />CORNER BAR WITH 25' <br />VERTICAL DOWEL PIN. LAP SPLICE EACH <br />AS REQ'D IN PLAN "':' •:::'• : '~ SIDE. SAME SIZE AS <br />CONT. FOOTING STEEL <br />ALTERNATE TO CORNER4.-':.-::; ::.' t..• NUMBER OF CORNER <br />SPLICE: PROVIDE CONT. ''`f'``•: ''„�`' BARS EOUALS NUMBER <br />STEEL RONE BARS BENT _4 ` .'•.: OF CONT. BARS <br />AT CORNERS TO COMPLY f, <br />WITH THE INTENT OF THE <br />BUILDING CODE. NUMBER OF REBAR <br />25' MIN. PER PLAN <br />LAP SPLICE <br />F12 REINF, PLACEMENT AT FTG. CORNERS <br />SCALE 1/2'=1'-0 <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />Cl THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />1 /26/21 <br />DATE <br />0. <br />I STAT kjw� <br />0R100' • <br />t//tilll{1{1�1 <br />o� <br />co <br />r_4 <br />rV <br />O <br />Ezz <br />0 <br />J+ <br />00 <br />A� <br />v� <br />V <br />f� <br />bJD <br />49 <br />c) <br />N <br />llkPulte- <br />PRODUCT MANAGER <br />I RELEASE I <br />DATE: xx /xx /xxxx <br />PROJECT TYPE <br />n • 1 im <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Highgate <br />NPC CHn NU ER <br />2811.500 <br />SHEET <br />Si.0 <br />