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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 />OIL -0'-0" <br />FINISH GRADE <br />00 <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS 9' STARTER <br />1'-0" COURSE <br />1-4' 0 2 ST Y ALT. CMU SEAT 0 -1V <br />=01 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 />" <br />SLOPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />GARAGE DOOR RECESSED SILL <br />PAVERS OR SLAB PER SLOPE <br />SPEC. —` <br />CONCRETE FOOTING <br />PER PLAN <br />MASONRY WALL <br />SCALE: 1/2'=1'-0 <br />3/4' RECESS IN SLAB — <br />FINISH FLOOR <br />PER PLAN <br />of �ff <br />JER ON SPREAD FTG. <br />CMU COL PER <br />PLAN <br />—#5 REBAR <br />cn <br />w/25" MIN LAP LAJ <br />ar- <br />-c-o" SLOPE <br />¢ z <br />m chi CONCRETE FOOTING ::::P. "' <br />ER PLAN <br />o .; .-Zr <br />PER PLAN <br />tens) MASONRY WALL CORNER ON SPREAD FTG. <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 />V-4' 0 2 STORY <br />SCALE: 1/2'=1'-0 <br />RECESS WITH PAVERS <br />RECESS WITH SLAB <br />2x AT 24"O.C. MAX. <br />2x P.T. PATE SECURED TO SLAB w/ <br />3' POMOER ACTUATED FASTENERS OR <br />TAPCONS 016' O.C. OR (2) ROW512a <br />1/2' G.W.B. EA SIDE <br />Gut NAILS 012" O.C. <br />2x P.T. PLATE SECURED TO SLAB w/ <br />STEP PER PLAN <br />3' POW ACTUATED FASTENERS OR <br />T OR (2) ROW512d <br />SLOPE <br />GUN 2 <br />MIS 01O. <br />START SLOPE HERE 2" <br />� <br />Lim <br />SLOPE <br />" — <br />1'—0" 6 1�2" <br />(1) #4 ROD CONT. ON <br />CHAIRS LINO <br />STEP C_ ONDIDIT ON <br />FLUSH N <br />SCALE: 1 /2"=1'-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) #4 DIA. RODS <br />COLT. ON CHAIRS <br />PVC SLEEVE <br />1'-4' 0 2 STORY <br />BEARING PENETMN DETAIL (SIDE VIE <br />SCALE: 1/2'=1'-O <br />PENETRATING <br />SCALE: 1/2'4-0 <br />#5 REBAR <br />w/25" MIN LAP <br />Paz <br />m CCD <br />o z <br />SCALE: 1/2'=1'-0 <br />2-1/2' 0 IMPACT <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />POURED CURB <br />FINISH GRADE <br />�i —MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />tl. '_D• L CUNT. ON CHAIRS <br />1'-4' 0 2 STORY2 STORY <br />EXT. MASONRY WALL @ GARAGE <br />SCALE: 1/2'=1'-0 <br />GROUT BED <br />D PAVERS PER SPEC <br />DOOR PER SPEC <br />PAVERS PER <br />(THICKNESS VARIES) <br />DOOR THRESHOLD <br />a <br />ct: <br />SPEC (THICKNESS <br />SLOPE <br />OILJi <br />a <br />VARIES) <br />7/ <br />SLOPE <br />,. <br />PER PLAN <br />,. <br />�. <br />0o <br />� � <br />FL <br />oMONOLITHIC <br />FOUND. <br />MONOLITHIC FOUND. <br />1'-4" 0�2-STORY <br />w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />. . <br />1-4 0 2-STORY <br />CUNT. ON CHAIRS <br />EXTERIOR DOOR SILL @SGD <br />(Pavers) <br />EXTERIOR DOOR SILL @ ENTRY <br />(Pavers) <br />SCALE 1/2'=1'-0 <br />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 />FINISH GRADE SLOPE SLAB <br />1/2' G.W.B. EA. SIDE <br />.;I —4 <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 />THICKENED SLAB EDGE <br />SCALE: 1/2'=1'-0 <br />(1) /4 REINFORCMENT 4" SEE FOUNDATION PLAN 4" <br />BAR CONT. a <br />a <br />CONC. PER SCHEDULE w <br />a <br />SLOPE TO DRAIN <br />SHOWER RECESS <br />SCALE 1/2'=1'-0 <br />PAVERS TYP. <br />'•�+-r-•+� \ � (1) #4 BAR CUNT. <br />\\� COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />'.I <br />oL PER PLAN <br />'i:', " <br />MONOLITHIC FOUND. <br />W/ (2) 14 DIA. RODS <br />CONT. ON CHAIRS <br />17-4' <br />j'-Q" <br />0 2 STOTY <br />ALT. BRICK <br />THRESHOLD <br />12' SQUARE C.M.. ' <br />COL PER PLAN w (2) #5 REBAR w/ <br />25" LAP MIN. <br />0 EACH FILLED CELL <br />OIL -0' SLOPE <br />PAVERS OR SLAB PER SPEC. <br />CONC. FOOTING PER PLAN <br />PER PLAN <br />Foso MASONRY COL. ON SPREAD FTG. <br />SCALE: 1/2'=1'-0 <br />DOOR PER SPEC <br />DOOR THRESHOLD,PER PLAN <br />co <br />i <br />ALT. FLUSH BRICK <br />THRESHOLD EXTERIOR C <br />SCALE 1/2'=1'-0 <br />VERTICAL DOWEL - <br />AS REO'D IN PLAN <br />LAP SPLICE <br />REINF. PLACEMENT AT FTG. CORNERS <br />SCALE: 1/2"=1'-0 <br />CORNER BAR WITH 25' <br />MIN. LAP SPLICE EACH <br />SIDE SAME SIZE AS <br />CONT. FOOLING STEEL <br />NUMBER OF CORNER <br />BARS EQUALS NUMBER <br />OF CONT. BARS <br />NUMBER OF REBAR <br />PER PLAN <br />C.O.A.# ARCHITECTURE: <br />AA260028M <br />C.OA.# ENGINEERING: <br />M49 <br />❑ THOMAS A. WEBER, PE <br />a <br />P.E. # 73242 FLORIDA <br />N <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />10/14/20 <br />0 <br />DATE <br />[V <br />s <br />ALO <br />RIO <br />CL <br />CD <br />CV <br />O <br />CV <br />U <br />95 <br />U <br />c <br />cn <br />M <br />OO <br />O <br />00 <br />AOLP <br />.N <br />N <br />Poo <br />V� <br />o <br />•_ <br />o <br />bb <br />cn <br />N <br />a <br />*PulteGroup- <br />V <br />T <br />a N <br />Irs <br />Ni <br />C <br />go <br />0 <br />H <br />O N E-1 <br />� Q <br />a o0 <br />o Q <br />-1c Z <br />w <br />00 <br />w <br />PRODUCT MANAGER <br />RELEASE <br />PROJECT TYPE <br />Single Famil <br />SPECIFICATION LEVEL <br />PWte <br />1PLAN NAME <br />Highgate <br />NPC CHIM NU ER <br />2811.500 <br />SHEET <br />S1.0 <br />