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(1) #5 REBP i w/LAP PER <br />COVERSHEET CMU COL. PER <br />8" C.M.U. FI IISH PER ELEV. PLAN <br />OIL -0'-O" PAVERS OR SLAB PER SLOPE <br />FINISH GRAD : SPEC. <br />'o z CONCRETE FOOTING ' <br />MONOLITHIC FOUND. '. w/REBAR AS NOTED <br />W/ (2) #4 DIA. RODS ON FOUNDATION PLAN • " . <br />CONT. ON CHAIRS 9" STARTER _ (IF REQUIRED) <br />-0" COURSE <br />ALT. CM 1 SEAT ®-1Y2" PER PLAN <br />401 Foi EXTERIOR MASONRY WALL FTG FROM T(P of SLAB Fo3c MASONRY WALL CORNER ON SPREAD FTG. <br />SCALE: 1/2'=1'-0 SCALE: 1 /2'=1'-0 <br />8" C.M.U. WALL FINISH <br />3/4° RECESS IN SLAB 10 1/2" PER M.U. <br />3/4" RECESS IN SLAB <br />FINISH FLOOR �� FINISH FLOOR�� <br />CMU COL PER <br />PLAN <br />—#5 REBAR <br />w/LAP PER <br />,NW <br />COVERSHEET <br />4-0. SLOPE <br />OL Q <br />� ¢ z <br />— <br />m C <br />CONCRETE FOOTING <br />w/REBAR AS NOTED <br />o <br />ON FOUNDATION PLAN-; <br />(IF REQUIRED) <br />PER PLAN <br />rers)MASONRY <br />WALL CORNER ON SPREAD FTGWALL CORNER ON SPREAD FTG. <br />SCALE: 1 /2'=1'-0 <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE SLOPE <br />00 0 <br />i <br />MONOLITHIC -OUND. ..MONOLITHIC FOUND. <br />w/(2) #4 DI. �. RODS = I w/(2) #4 DIA. RODS <br />CONT. ON Cl AIRS. CONT. ON CHAIRS. <br />1'-4' 0 2 STORY 1'-4' 0 2 STORY <br />Fos GARAGE DOOR RECESSED SILL <br />SCALE: 1/2'=1'-0 RECESS WITH PAVERS RECESS WITH SLAB <br />2x AT 24O.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. 3. EA. SIDE <br />GUN NAILS 012. O.C. 2x P.T. PLATE SECURED TO SLAB w/ 2x AT 24'O.C. MAX. <br />STEP PER PLAN 3' POWDER ACTUATED FASTENERS OR <br />TAPCONS 016' O.C. OR (2) ROWS 12d <br />SLOPE : -. • GUN NAILS 012' O.C. <br />START SLOPE HERE 2" 1/2' G.W.B. EA. SIDE <br />4�.SLOPE <br />1'-0" 6 1 �2" (1) #4 R )D CONT. ON <br />CHAIRS I NO <br />STEP CONDITION FLUSH CONDITION <br />Fos THICKENED SLAB @ GARAGE NON -BEARING <br />SCALE: 1 /2"=1'-0 <br />8" CA U. FINISH 8" C.M.U. FINISH <br />PER EL EV. PER ELEV. <br />FINISH F -OOR <br />CLEAN COMPACTED FILL PENETRATING PIPE FINISH FLOOR <br />FINISH (BADE <br />LOOP TIE (TYP.) <br />PENETRI TING PIPE <br />• a. <br />MONOU -HIC FOUND. <br />w/(2) 14 DIA. RODS + rMONOLITHIC FOUND. <br />CONT. A CHAIRS I W/ (2) #4 DIA. <br />1'-4' 0 2 STORY <br />PVC SLEEVE <br />F13 BEARING PENETRATION DETAIL SIDE VI (FRONT VIPM <br />SCALE: 1 /2°=1'-O <br />SCALE: 1/2-4-0 <br />Q <br />0 <br />0 <br />0 <br />N <br />ci <br />(V <br />a <br />m <br />0 <br />a <br />RODS CONT. ON <br />CHAIRS <br />—#5 REBAR <br />w/LAP PER <br />COVERSHEET <br />m Ckf <br />o Z <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 />.1 I CONT. ON CHAIRS <br />1'-4 ®2 STOR*Y <br />Fo EXT. MASONRY WALL @ GARAGE <br />�. SCALE: 1/2"=1'-0 <br />2-1/2" 8 IMPACT <br />GROUT BED DOOR DOOR PER SPEC " � <br />PAVERS PER SPEC PAVERS PER 3 � <br />(THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS <br />VARIES) ` <br />F SLOPE <br />-0' F.F _ SLOPE <br />PER PLAN �' ALT. BRICK <br />THRESHOLD <br />co <br />CIO ITr 1-11 <br />-ICI �I1 <br />MONOLITHIC FOUND. MONOLITHIC FOUND. ; <br />1'-41'-4" @2-STORY w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS — <br />CONT ON CHAIRS 1'-4' 2-STORY I I I <br />12' SQUARE C.M.. I ' <br />COL PER PLAN coLu (2) #5 REBAR w/ <br />cc 25' LAP MIN. <br />0 EACH FILLED CELL <br />0'-0' JSLOPE <br />PAVERS OR SLAB PER SPEC. <br />z <br />CONCRETE FOOTING w/REBAR <br />AS NOTED ON FOUNDATION PER PLAN <br />PLAN (IF REQUIRED) <br />MASONRY COL, ON SPREAD FTG. <br />SCALE: 1 /2'=1'-0 <br />DOOR PER SPEC <br />DOOR THRESHOLD---'- ,PER PLAN <br />I <br />CONT. ON CHAIRS ALT. FLUSH BRICK <br />:. <br />D(TERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) THRESHOLD EXTERIOR [ <br />SCALE: 1/2'=1'-0 SCALE: 1/2'=1'-O SCALE: 1/2"=1'-0 <br />(1) #4 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2" CONC. <br />FINISH GRADE SLOPE <br />SLAB <br />THICKENED SLAB EDGE <br />PAVERS TYP. <br />#-U X=(1) #4 BAR CONT <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />OIL PER PLAN <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />j'-0"L CONT. ON CHAIRS <br />1'-4' 0 2 ST Y <br />}' <br />CORNER BAR WITH 25" <br />VERTICAL DOWEL <br />:'. <br />{:: �• <br />%:� <br />MIN. LAP SPUCE EACH <br />AS REQ'D IN PLAN <br />' <br />SIDE. SAME SIZE AS <br />,w <br />CONT. FOOTING STEEL <br />ALTERNATE TO CORNER <br />w+. <br />y�', . <br />=� �.::. <br />NUMBER OF CORNER <br />SPLICE PROVIDE CONT. <br />STEEL REINE BARS BENT <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:1/2'4-0 \\� SCALE:1/2"=1'-0 <br />(1) #4 REINFORCMENT 4" SEE FOUNDATION PLAN 4" <br />BAR CONT. Q <br />a <br />CONC. PER SCHEDULE w <br />SLOPE TO DRAIN <br />1 SHOWER RECESS <br />SCALE: 1 /2'=1'-0 <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />THOMAS A. WEBER, PIE <br />P,E. # 73242 FLORIDA <br />■ BENJAMIN NIESE. PE <br />P.E. P 86025 FLORIDA <br />6/7/21 <br />DATE ��IIIIII l <br />No. 860 <br />rou <br />STAT llt'�Yh <br />lVAL ��� � <br />0 <br />O <br />C <br />M <br />co <br />r -•+ <br />DO <br />VJ <br />O <br />00 <br />i <br />v� <br />U <br />`Y' <br />r <br />co <br />W <br />"7C <br />O <br />bA <br />cz <br />c <br />=~ <br />N <br />� <br />tPulte'"'. <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 />