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i <br />la <br />i <br />(1) #5 REBAR w/LAP PER <br />COVERSHEET <br />8" C.M.U. FINISH PER ELEV. <br />» <br />OIL -0'- 0 <br />74 <br />FINISH GRADE <br />MONOLITHIC FOUND. <br />,• .: <br />- <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />9" STARTER <br />1' -0' <br />COURSE - <br />is <br />1-4' 0 2 STY <br />ALT. CMU SEAT ® -1Y" <br />=01 EXTERIOR MASONRY WALL FTG <br />FROM TOP OF SLAB <br />SCALE: 1/2"=1'-0 <br />10 1/2n <br />8" C.M.U. WALL FINISH <br />3/4' RECESS IN SLAB <br />PER ELEVATION <br />FINISH FLOOR <br />C/) <br />n <br />SLOPE <br />... <br />'— MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />GARAGE DOOR RECESSED SILL <br />SCALE: 1/2"=1'-0 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 1/2' G.W.B. EA. SIDE <br />GUN NAILS 012' O.C. <br />STEP PER PLAN <br />SLOPE r - <br />.. ;i. .. �,. N O <br />4 <br />6 (1) #4 ROD CONT. ON <br />CHAIRS LINO <br />STEP CONDMON ;6�8 THICKENED SLAB @ GARAGE (NON -BEARING) <br />SCALE: 1 /2"=1'-0 <br />CLEAN COMPS <br />PVC SLEEVE <br />1'-4' 0 2 STORY <br />F13) BEARING PENETRATION DETAIL <br />SCALE: 1 /2'=1'-0 <br />DE <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 />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 />of <br />MASONRYWALL CORNER ON SPREAD FTG <br />SCALE: 1/2' l'-O <br />3/4' RECESS IN SLAB — <br />FINISH FLOOR <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 — <br />PENETRATING <br />PVC SLEEVE <br />sC/2'=1'-0 <br />ci nor <br />CMU COL. PER <br />PLAN <br />—#5 REBAR <br />w/LAP PER <br />W <br />COVERSHEET <br />_0,_0» > SLOPE <br />w <br />� ¢ z <br />m C <br />CONCRETE FOOTING— <br />o <br />w/REBAR AS NOTED <br />Z <br />ON FOUNDATION PLAN <br />(IF REQUIRED) <br />PER PLAN <br />iers) <br />01 <br />MASONRY WALL CORNER ON SPREAD FIG, <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />�i <br />° MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />FLUSH CONDITION <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 />w <br />oZ <br />IV m�� <br />o Z <br />SCALE: 1/2 =1'-O <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 />o —MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />°LCONT. ON CHAIRS <br />1'-4 0 2 STORY <br />EXT. MASONRY WALL @_GARAGE <br />12" SQUARE C.M.. <br />COL PER PLAN w (2) #5 REBAR w/ <br />25" LAP MIN. <br />0 EACH FILLED CELL <br />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 />Fom MASONRY COL. ON SPREAD FIG. <br />SCALE: 1/2"=1'-0 <br />GROUT BED <br />DOOR DOOR PER SPEC <br />PAVERS PER SPEC <br />J <br />PAVERS PER <br />„ <br />3 <br />W <br />DOOR PER SPEC <br />(THICKNESS VARIES) DOOR <br />THRESHOLD <br />a <br />SPEC (THICKNESS <br />� <br />DOOR THRESHOLD <br />a <br />VARIES) <br />PER PLAN <br />F_ <br />SLOPE <br />0'-0° F. <br />SLOPE <br />i <br />ldk 0 —0n <br />PER PLAN <br />Z <br />¢ <br />�'--' <br />ALT. BRICK <br />PER PLAN <br />g <br />_ <br />_ _ <br />THRESHOLD <br />O <br />III —ICI —ICI <br />II <br />Qco <br />III —ICI —ICI _—I <br />!..`e.' <br />—ICI—ICI <br />III iI�IL_„I� <br />r, <br />-',,�";•_ <br />�III� <br />3„ <br />CL <br />� <br />W <br />�.'.� <br />MONOLITHIC FOUND. <br />MONOLITHIC FOUND. <br />MONOLITHIC <br />FOUND. <br />1-On <br />W/ (2) #4 DIA. RODS <br />i <br />w/(2) #4 DIA. RODS <br />w/(2) #4 DIA. RODS <br />' "' <br />L r <br />= <br />1'-0n <br />CONT. ON CHAIRS <br />1'-4" 0 2-STORY <br />CONT. ON CHAIRS <br />CONT. ON CHAIRS <br />1-4 0 2-STORY <br />..:::. <br />III <br />ALT. FLUSH BRICK 1'-4' 0 2 ST Y <br />EXTERIOR DOOR SILL @SGD <br />(Pavers) <br />EXTERIOR DOOR SILL @ ENTRY <br />(Pavers) <br />THRESHOLD <br />EXTERIOR DOOR SILL -@ ENTRY (Concrete) <br />SCALE: 1/2'4-0 <br />FINISH <br />(1) #4 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2' CONC. <br />SLOPE SLAB <br />f •' •'I N =E <br />THICKENED SLAB EDGE <br />SCALE: 1/2'=1'-0 <br />(1) #4 REINFORCMENT 4» <br />BAR CONT. <br />CONC. PER SCHEDULE —, <br />SEE FOUNDATION PLAN IAn <br />SLOPE TO DRAIN ' <br />CID <br />SHOWER RECESS <br />SCALE 1/2"=1'-0 <br />SCALE: 1 /2"=1'-0 <br />PAVERS TYP. <br />�4--ll 4' (1) #4 BAR CONT <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />SCALE: 1/2"=1'-O <br />411,i <br />CORNER BAR WITH 25" <br />VERTICAL DOWEL <br />MIN. LAP SPLICE EACH <br />AS REQ'D IN PLAN <br />r' ' <br />SIDE. SAME SIZE AS <br />CONT. FOOTING STEEL. <br />;. <br />NUMBER OF CORNER <br />ALTERNATE TO CORNER <br />SPLICE: PROVIDE CONT, <br />STEEL RENE BARS BENT <br />: ;:�; ; . :..' _ r... <br />A :. r r <br />y'"'` _ <br />BARS EQUALS NUMBER <br />OF CONT. BARS <br />AT CORNERS TO COMPLYf•T�' <br />WITH THE INTENT OF THE <br />BUILDING CODE. <br />NUMBER OF REBAR <br />25" MIN. <br />PER PLAN <br />LAP SPLICE <br />F1P REINF, PLACEMENT AT FIG. CORNERS <br />SCALE: 1 /2"=1'-O <br />O <br />OM <br />M <br />/ <br />� <br />r--q <br />^ , <br />W <br />cn <br />'r� <br />O <br />O <br />00 <br />,i•r <br />'d� <br />Q� <br />�Cn <br />U� <br />� <br />M <br />O <br />w <br />bA <br />N <br />� <br />19PulteGroup- <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />PROJECT TYPE <br />Single Famil <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Highgate <br />NPC CHnNUIXER <br />2811.500 <br />SHEET <br />S1.0 <br />