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r <br />MONOLITHIC FOUND.— <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />oi� EXTERIOR MASONRY WALL FrG <br />SCALE. 1/2"=1'-0 <br />3/4' RECESS IN SLAB 10 1/2' <br />FINISH FLOOR- <br />4". <br />(1) #5 REBAR w/ 25" LAP <br />U.N.O. CMU COL. PER <br />8" C.M.U. FINISH PER ELEV. PLAN <br />FINISH GRADE <br />9" STARTER <br />_U <br />COURSE <br />ALT. CMU SEAT 0 -1Y2" <br />FROM TOP OF SLAB <br />PAVERS OR SLAB PER SLOPE <br />SPEC. <br />CONCRETE FOOTING <br />PER PLAN <br />PER PLAN L <br />01 Im <br />):3:d:� MASONRY WALL CORNER ON SPREAD FTG. i <br />SCALE: 1/2"=1'-0 <br />8" C.M.U. WALL FINISH <br />3/4' RECESS IN SLAB <br />PER ELEVATION <br />FINISH FLOOR---------� <br />SLOPE <br />............ <br />. .............. ................... <br />..................... <br />MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />1'-4" 0 2 STORY <br />GARAGE DOOR RECESSED SILL <br />CMU COL. PER <br />PLAN <br />—#5 REBAR <br />w/25" MIN LAP <br />-o'-on SLOPE <br />OIL <br />O:f �g <br />cn D 4z— <br />CONCRETE FOOTING 4. <br />PER PLAN <br />PER PLAN <br />A <br />iers] <br />MASONRY WALL CORNER ON SPREAD FG. <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />NOLITHIC FOUND. <br />:- .:'. <br />W/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />l'-e 0 2 STORY <br />SCALE: 1/2*=1'-0 RECESS WITH PAVERS <br />RECESS WITH SLAB <br />2x AT 24"O.C. MAX. <br />2x P.T. PLATE SECURED TO SLAB W/ -vk <br />3' POWDER ACTUATED FASTENERS OR <br />TAPCONS @ 16' O.C. OR (2) ROWS 12d <br />GUN NAILS 0 12' O.C.HAIRS <br />1/2' G.W.B..., EA. SIDE <br />(1) #4 ROD CONT. ON <br />STEP PER PLAN <br />TYPICAL 3 1/2- CONC. <br />SLOPE <br />FINISH GRADE <br />SLOPE <br />SLAB <br />� <br />CD <br />-00 <br />IA <br />25= <br />,4 <br />6 (1) #4 ROD CONT. ON <br />CHAIRS UNO <br />os THICKENED SLAB @ GARAGE <br />(NON -BEARING)_ <br />F11 THICKENED SLAB - EDGE <br />SCALE: 1/2"4-0 <br />CLEAN COMPi <br />17P <br />PVC SLEEVE 1'-4" 0 2 STORY <br />BEARING PENETRATION DETAIL <br />SCALE: 1/2'=I'-0 <br />VEHICLE SIDE OF PEDESTAL <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />FINISH GRADE <br />PENETRATING PIPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />30"x3O"xl2" CONC. <br />FTG ' wl (3) #4 <br />REBAR EA. WAY <br />#4 REBAR 3" <br />FROM TOP & 10" <br />BEND @ BOTTOM <br />< <br />Cl- <br />Clf <br />S <br />0- <br />C-4 <br />Lo <br />30" <br />GAS WATER HEATER PEDESTAL <br />SCALE: 1/2"=1'-0 <br />LOCATE PER ARCHITECTURAL DRAWINGS <br />SCALE: 1/2"=1'-0 <br />PENETRATING <br />PVC SLEEVE <br />SCALE: 1/2"=1'-0 <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/25" MIN LAP <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />POURED CURB <br />FINISH GRADE <br />CD <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />I -On <br />CONT. ON CHAIRS <br />1*'T--e 0 �20RV <br />EXT. MASONRY WALL @ GARAGE <br />SCALE: 1/2'=1'-0 SCALE: 1/2"=1'-0 <br />2 1/2' @IMPACT <br />DOOR <br />GROUT BED <br />DOOR PER SPEC < <br />12" SQUARE C.M. <br />COL PER PLAN us (2) #5 REBAR w/ 25" LAP MIN. <br />EACH FILLED CELL <br />OL 01-0" SLOPE <br />PAVERS OR SLAB PER SPEC. <br />CONC, FOOTING PER PLAN <br />PER PLAN <br />aMASONRY COL. ON SPREAD FTG. <br />PAVERS PER SPEC <br />PAVERS PER <br />DOOR PER SPEC <br />C14 <br />JPAVERS <br />(THICKNESS VARIES) DOOR <br />(Ti <br />THRESHOLD <br />SPEC (THICKNESS <br />VARIES) <br />DOOR THRESHOLD <br />PER PLAN <br />- - - - - - <br />SLOPE <br />E <br />OIL <br />0, -0" F.E. <br />SLOPE <br />7/ <br />01-0" <br />PER PLAN <br />ALT. BRICK <br />/ 4 PER PLAN <br />00 <br />THRESHOLD <br />00 <br />00 <br />III II <br />wi <br />I I F��l <br />I F <br />rn <br />Ui <br />MONOLITHIC FOUND. <br />MONOLITHIC FOUND. <br />MONOLITHIC <br />FOUND----L <br />. <br />-0" <br />L <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />l'-4" @ 2-STORY <br />wA2) #4 DIA. RODS <br />W/(2) #4 DIA. RODS <br />11 <br />l'-4" 0 2-STORY <br />CONT. ON CHAIRS <br />CONT. ON CHAIRS <br />A <br />III <br />1'-4' @ 2 STiY <br />ALT. FLUSH BRICK <br />EXTERIOR DOOR SILL @SGD (Pavers) <br />EXTERIOR DOOR <br />SILL 0 ENTRY (Pavers) <br />THRESHOLD <br />EXTERIOR DOOR SILL @ ENTRY (Concrete) <br />SCALE: 1/2*=1'-0 <br />SCALE: 1/2"=1'-0 <br />SCALE: 1/2"=1'-0 <br />CORNER BAR WITH 25" <br />VERTICAL DOWEL <br />MIN. LAP SPLICE EACH <br />AS REQ'D IN PLAN <br />SIDE. SAME SIZE AS <br />PAVERS TYP, <br />CONT. FOOTING STEEL <br />SLOPE <br />Af\ GRADE <br />OF CORNER <br />ALTERNATE TO CORNER <br />I PEI I I FE1 I <br />SPLICE: PROVIDE CONT. <br />STEEL REINF. BARS BENT <br />BARS EQUALS NUMBER <br />OF CONT. BARS <br />On <br />0 (1) #4 BAR CONT. <br />AT CORNERS TO COMPLY'. <br />WITH THE INTENT OF THE <br />BUILDING CODE. <br />NUMBER OF REBAR <br />COMPACTED FILL <br />25" MIN. <br />PER PLAN <br />LAP SPLICE <br />PAVER AT CONCRETE GRADE BEAM <br />F12 REINF. PLACEMENT AT FTG, CORNERS <br />(1) #4 REINFORCMEN <br />4" SEE FOUNDATION PLAN 4 <br />BAR CONT. <br />CONIC. PER SCHEDULE <br />4z <br />Q0 <br />— <br />Tui <br />ui <br />SLOPE TO BRAIN <br />J <br />SHOWER RECESS <br />SCALE 1/2"=l'-O <br />SCALE: 1/2"=1'-0 <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />El THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />0 BENJAMIN NIESE, PE <br />P.E.#86025 FLORIDA <br />12-09-2019 <br />DATE <br />s OF <br />lllill <br />OR110' <br />IV A 1. <br />C) <br />=� <br />C? <br />00 <br />(p <br />C=> <br />C::> <br />00 <br />U <br />m <br />• <br />W <br />7z <br />0 <br />v---4 <br />bA <br />;--4 <br />Cf) <br />O <br />*PulteGmaiq <br />0 <br />O <br />C) <br />C) <br />PRODUCT MANAGER <br />RELEASE <br />DATE: 11 /11 /2019 <br />PROJECT TYPE <br />Single Family <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Hi ate <br />NPC CH U NU ER <br />2811.520 <br />SHEET <br />S.0 <br />