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(1) 15 REBAR w/LAP PER <br />COVERSHEET CMU COL PER <br />8" C.M.U. FINISH PER ELEV. PLAN <br />='4 PAVERS OR SLAB PER SLOPE <br />�► <br />FINISH GRADE SPEC. <br />0 <br />* o z CONCRETE FOOTING <br />MONOLITHIC FOUND. w/REBAR AS NOTED <br />W/ (2) 14 DIA. RODS s ON FOUNDATION PLAN _"' : •. <br />CONT, ON CHAIRS 9' STARTER •• _ �. (IF REQUIRED) <br />COURSE PER PLAN <br />1-4' W 2 ST Y ALT. CMU SEAT @ -lY" <br />�t <br />FROM TOP OF SLAB or <br />EXTERIOR MASONRY WALL FTG //F�03C MASONRY WALL CORNER ON SPREAD FTG. <br />SCALE: 1/2'=1'-0 <br />3/4' RECESS IN SLAB 10 1/2' <br />FINISH FLOOR <br />W ,_4" <br />SCALE: 1 /1'=1'-0 <br />8" C.M.U. WALL FINISH PER ELEVATION 3/4" RECESS IN SLAB <br />FINISH FLOOR�� <br />SLOPE <br />MONOLITHIC FOUND. <br />.= w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />1'-4' 0 2 STORY <br />GARAGE DOOR RECESSED SILL <br />SCALE: 1/2"=1'-0 RECESS WITH PAVERS <br />2z AT 240.C. MAX. <br />2x P.T. PLATE SECURED TD SLAB w/ <br />3' PONDER 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 />4 <br />71v_ 0. 6 1/2" (1)14 ROB CONT. ON <br />CHAIRS UNO <br />STEP CONDITION <br />THICKENED SLAB @ GARAGE (NON -BEARING) <br />SCALE: 1/2"=1'-0 <br />CLEAN COMP) <br />PVC SLEEVE <br />1'-4' 0 2 STORY <br />F13 BEARING PENETRATION DETAIL <br />SCALE: 1 /2'=1'-0 <br />a <br />i� <br />B" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />FINISH GRADE <br />PENETRATING PIPE <br />MONOLITHIC FOUND. <br />w/(2) J4 DIA. RODS <br />CONT. ON CHAIRS <br />1,_p" <br />4 0 2 STORY <br />2x P.T. PLATE SECURED TO SLAB w/ <br />3' POWDER ACTUATED FASTENERS OR <br />TAPCONS 0 16' O.C. OR (2) ROWS 12d <br />GUN NAILS 012' O.C. <br />START SLOPE HERE 2" <br />SLOPE <br />.--... Y <br />FLUSH CONDITION <br />PENETRATING <br />PVC SLEEVE <br />— 15 REBAR <br />w/LAP PER <br />COVERSHEET <br />W <br />� 4 Z <br />LJ C-P <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />MONOLITHIC FOUND. <br />w/(2) 14 DIA, RODS <br />CONT. ON CHAIRS. <br />CMU COL. PER <br />PLAN <br />w <br />OIL -0'-0" SLOPE <br />CONCRETE FOOTING <br />w/REBAR AS NOTED '. <br />ON FOUNDATION PLAN <br />(IF REQUIRED)' <br />PER PLAN <br />MASONRY WALL CORNER ON SPREAD F1 <br />SCALE: 1 /2'4-0 <br />—#5 REBAR <br />w/LAP PER <br />COVERSHEET <br />W <br />cc <br />S Q Z <br />W [Y <br />mcr>� <br />ca z <br />(1) 15 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />�a POURED CURB <br />FINISH GRADE <br />o —MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />1L '_0^ L CONT. ON CHAIRS <br />1-4" f� 2 STORY2 sr�aR�Y` <br />EXT. MASONRY WALL@GARAGE <br />SCALE: <br />2-1/2' 0 IMPACT <br />GROUT BED <br />DOOR <br />DOOR PER SPEC" PAVERS PER SPECPAVERS <br />PERTHICKNESS <br />VARIES) DOOR THRESHOLD <br />� SPEC (THICKNESS <br />VARIES)CN <br />4BRICK <br />0 F F. <br />SLOPE - <br />SLOPE <br />PER PLAN <br />�' <br />00 <br />•:a -7/ <br />THRESHOLD <br />12' SQUARE C.M. " <br />COL. PER PLAN tr� (2) 15 REBAR w/ <br />25" LAP MIN. <br />> 0 EACH FILLED CELL <br />OIL <br />0'-0" SLOPE <br />�r <br />PAVERS OR SLAB PER SPEC. <br />CONCRETE FOOTING w/REBAR <br />AS NOTED ON FOUNDATION PER PLAN <br />PLAN (IF REQUIRED) <br />MASONRY COLON SPREAD FTG. <br />SCALE: 1/2'=1'-0 <br />DOOR PER SPEC <br />DOOR THRESHOLD <br />I <br />. 1� �-D" ' ~ MONOLITHIC FOUND. J '• <br />MONOLITHIC FOUND. 1-0" •:.., . • •' <br />1'-4" 2-STORY w/(2) 14 DIA. RODS w/(2) #4 DIA. RODS 1-4 2-STORY ' ':'r` .. 1'-0" <br />CONT. ON CHAIRS CONT. ON CHAIRS J; ..y 1'-4" 02 ST Y <br />ALT. FLUSH BRICK <br />EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILT @ ENTRY (Pavers) THRESHOLD EXTERIOR DOOR SILL @ ENTRY <br />SCALE: 1/2'=1'-0 SCALE: 1/f_-1'-0 <br />(1) #4 ROD CONT. ON <br />2x AT 24'0.C. MAX. CHAIRS <br />TYPICAL 3 1/2" CONC.SLOPE. <br />FINISH GRADE SLOPE <br />SLAB <br />,,..- . <br />I/2' G.W.B. EA. SIDE ._.� = 14 <br />_ ' <br />I00 <br />J - <br />..I .� <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />LOOP TIE (TYP.) <br />MONOLITHIC FOUND. <br />W/ (2) t4 DIA. <br />RODS CONT. ON <br />CHAIRS <br />CONCRETE SLAB ON <br />CLEAN COMPACTED FILL 1/8" SAW CUT <br />SAW CUT <br />M <br />NOTE• <br />SAWED JOINT SHALL BE CUT WITHIN 24 HRS. OF CONCRETE PLACEMENT. <br />1 TYPICAL SAW CUT JOINT - -- <br />SCALE: 1/2'4-0 <br />THICKENED SLAB EDGE <br />SCALE: 1 /2'=1'-0 <br />(1) 14 RETNFORCMENT 4" SEE FOUNDATION PLAN 4" <br />BAR CONT. <br />a <br />CONC. PER SCHEDULE w <br />a <br />SLOPE TO WIN <br />SHOWER RECESS <br />SCALE: 1/2'=1'-0 <br />PAVER AT CONCRETE <br />PAVERS TYP. <br />—(1) 14 BAR CONT. <br />COMPACTED FILL <br />BEAM <br />SCALE: 1 /2'=1'-0 <br />gk PER PLAN <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />` CORNER BAR WITH 25' <br />VERTICAL DOWEL r. ,y MIN. LAP SPLICE EACH <br />AS REQ'D IN PLAN SIDE. SAME SIZE AS <br />CONT. FOOTING STEEL <br />.• ! , r <br />ALTERNATE TO CORNER NUMBER OF CORNER <br />•�:�...:• � _ .�...: � <br />SPLICE: PROVIDE CONT. • BARS EQUALS NUMBER <br />STEEL REINF, BARS ANT " -`'' '`',':';�'�: '< OF CONT. BARS <br />AT CORNERS TO COMPLY ;=.'"r'• ' <br />WITH THE LATENT OF THE ' :.. •:� :` :. � : �' ' �~ •. "•• <br />BUILDING CODE. NUMBER OF REBAR <br />2PER PLAN <br />5" MIN. <br />LAP SPLICE <br />F12 REINF. PLACEMENT AT FTG. CORNERS <br />SCALE: 1/2'=1'-0 <br />0 <br />00o Fie tone ,.��'��p'M�N <br />C.O.A# ARCHITECTURE: i <br />AA26002802 <br />v C.O.A.# ENGINEERING: 0• r <br />ti 29349 <br />P <br />NN BENJAMIN NIESE, PE <br />P.E.# 86025 <br />Q P.E.#80956 <br />R1DP '' •��� <br />rn ❑TAN MCCULLOUGH, PE <br />09/10/2021 <br />DATE SIGNEDlllllll <br />*PulteGroup- <br />RODUCT MANAGER <br />RELEASE <br />DATE: XX/XX/XXXX <br />SPECIFICATION LEVEL <br />Me <br />PLAN NAME <br />Highgate <br />NPC CH11D NU ER <br />2811M <br />SHEET <br />S1,00 <br />