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(1) 15 REBAR w/LAP PER <br />COVERSHEET <br />8" C.M.U. FINISH PER ELEV. <br />OIL -0'-0" <br />4 •.]:• <br />FINISH GRADE <br />c <br />MONOLITHIC FOUND. <br />W/ (2) 14 DIA, RODS <br />'� - <br />s <br />CONT. ON CHAIRS <br />9° STARTER ' <br />COURSE _ <br />1-4' N 2 ST Y <br />ALT. CMU SEAT @ -1Y" <br />FROM TOP OF SLABXORMASONRYWALLFTG <br />SCALE: 1/2'=1'-0 <br />10 1�2° 8' C.M.U. WALL FINISH <br />3/4' RECESS IN SLAB <br />PER ELEVATION <br />FINISH FLOOR <br />4' <br />W <br />SLOPE <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 />2z AT 24 O.C. MAX <br />2x P.T. PLATE SECURED TO, SW r/ <br />3' PONDER ACTUATED FASTENERS CR <br />TAPCONS 0 1 r O.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE <br />GUN NAILS 012' O.C. <br />STEP PER PLAN <br />XVFL <br />4" <br />1i-0n s 1/2" (1) 14 ROD CONT. ON <br />CHAIRS UNO <br />STEP CONDITION <br />THICKENED SLAB 0 GARAGE NON -BEARING) <br />SCALE: 1 /2'=1'-0 <br />CLEAN COMP) <br />PVC SLEEVE <br />-- BEARING <br />SCALE: 1 /2'=l'-0 <br />Q <br />O <br />l'-4' 0 2 STORY <br />A DETAIL <br />B" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />FINISH GRADE <br />PENETRATING PIPE <br />MONOLITHIC FOUND. <br />w/(2) 14 DIA. RODS <br />CONT. ON CHAIRS <br />CMU COL. PER <br />PLAN <br />PAVERS OR SLAB PER <br />SPEC. <br />CONCRETE FOOTING - <br />w/REBAR AS NOTED <br />ON FOUNDATION PLAN <br />(IF REQUIRED) <br />SCALE: 1/2'=l'-0 <br />3/4' RECESS IN SLAB — <br />FINISH FLOOR <br />SLOPE <br />�s <br />Jr. <br />' .:.4'. <br />PER PLAN <br />or <br />— #5 REBAR <br />w/LAP PER <br />COVERSHEET <br />LaJ <br />CD <br />J <br />z <br />m Ca <br />o z <br />i M <br />8' C.M.U. WALL FINISH <br />PER ELEVATON <br />SLOPE <br />•L- <br />_- <br />II MONOLITHIC FOUND. <br />— w/(2) 14 DIA, RODS <br />CONT. ON CHAIRS. <br />1'-4' 0 2 STORY <br />RECESS WITH SLAB <br />2x P.T. PLATE SECURED TO SLAB w/ <br />3' POVER ACTUATED FASTENERS O <br />TAPCONS 016' O.C. OR (2) ROWS 12d <br />GUN NNLS 012' O.C. <br />START SLOPE HERE 2" <br />SLOPE <br />FLUSH CONDITION <br />PENETRATING <br />PVC SLEEVE <br />CMU COL. PER <br />PLAN <br />OIL -0'-0" SLOPE <br />�7 <br />CONCRETE FOOTING ::-;;;: r:.:: <br />w/REBAR AS NOTED <br />ON FOUNDATION PLAN <br />:7— <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 />0 <br />Q z <br />m ca <br />o z <br />-� m <br />' @ IMPACT <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />SCALE: 1 /2'=1'-0 <br />1'-4� 2�STOR <br />POURED CURB <br />FINISH GRADE <br />o —MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />LD <br />DOOR PER SPEC a <br />S PER SPEC PAVERS PER 3" a <br />NESS VARIES) DOOR THRESHOLD SPEC (THICKNESS IL <br />ii VANES)71 <br />'- <br />O SLOPE <br />PER PLAN �'� <br />z ¢- ALT. BRICK <br />THRESHOLD <br />00 <br />O a . •_• f,J• I n ck: <br />_ r 3Ui <br />MONOLITHIC FOUND. MONOLITHIC FOUND. 1'-0" :. ,_ , <br />w/(2) 14 DIA. RODS w/{2) #4 DIA. RODS <br />CONT ON CHAIRS 1-4 @ 2-STORY <br />(1) #4 ROD CONT. ON <br />2x AT 24'O.C. MAX. CHAIRS <br />TYPICAL 3 1/2' CONC. <br />FINISH GRADE SLAB <br />SLOPE <br />1/2' G.W.B. EA. SIDE <br />.f •y •yl �� <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 />CONCRETE SLAB ON <br />CLEAN COMPACTED ALL 1/8" SAW CUT <br />SAW CUT <br />M <br />I H H <br />NOTE: <br />SAWED JOINT SHALL BE CUT IMTHIN 24 HRS. OF CONCRETE PLACEMENT. <br />TYPICAL SAW CUT JOINT <br />SCALE: 1/2-4-0 <br />THICKENED SLAB EDGE <br />SCALE: 1 /2'=l'-0 <br />(1) 14 REINFORCMENT 4' SEE FOUNDATION PLAN 4' <br />BAR CONT. a <br />CONC. PER SCHEDULE <br />SLOPE TO DRAIN <br />SHOWER RECESS <br />SCALE: 1 /2'=l'-0 <br />12' SQUARE C.N. . <br />COL PER PLAN v� (2) /5 REBAR w/ <br />25' LAP MIN. <br />> 0 EACH FILLED CELL <br />SLOPE <br />PAVERS OR SLAB PER SPEC. <br />CONCRETE FOOTING w/REBAR <br />AS NOTED ON FOUNDATION PER PLAN <br />PLAN (IF REQUIRED) <br />w- MASONRYCOLON SPREAD FTG. <br />SCALE: 1 /2'=1'-0 <br />DOOR PER SPEC <br />DOOR THRESHOLD PER PLAN <br />CONT. ON CHAIRS ALT. FLUSH BRICK 1-4 <br />GI►1 MOR DOOR SILL @ DM ENO O THRESHOLD WMOR DOOR SILL @ ENTRY Anaeh <br />SCALE: 1/2'=1'-O SCALE: 1/2'=1'-0 <br />PAVERS TYP. <br />•" " (1) 14 BAR CONT. <br />COMPACTED FILL <br />-PAVER AT CONCRETE GRADE BEAM <br />VERTICAL DOWEL - <br />AS REQ'D IN PLAN <br />LAP SPLICE <br />REINF. PLACEMENT AT FTG. CORNERS <br />SCALE: 1 /2'=1'-0 <br />PER PLAN <br />MONOLITHIC FOUND. <br />#4 DIA. RODS <br />CONT. ON CHAIRS <br />CORNER BAR WITH 25' <br />MIN. LAP SPLICE EACH <br />SIDE. SAME SIZE AS <br />CONT. FOOTING STEEL <br />NUMBER OF CORNER <br />BARS EQUALS NUMBER <br />OF CONT. BARS <br />NUMBER OF REBAR <br />PER PLAN <br />OOO Fieldstone �,•��`�'�pM :� <br />C.O.A# ARCHITECTURE: Qi • • i <br />AA26002802 i <br />o C.O.A.# ENGINEERING: No. 86 <br />C'4 29349 <br />■ BENJAMIN NIESE, PE • <br />P.E.# 86025 <br />co 4kf <br />P.E.# 80956 i !°COR10' . s+�� <br />El IAN MCCULLOUGH, PE E OF Q/ <br />08/26/2021 Al. v `` <br />��,, <br />DATE SIGNED �� 1 T l I I 1 o W1 <br />(V <br />C) <br />0 <br />U <br />.a. <br />liPulteGrouFr <br />PRODUCT MANAGER <br />I RELEASE I <br />DATE: XX/XX/XXXX <br />PROJECT TYPE <br />/1• 1 79 H <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Highgate <br />NPC CHIED NU ER <br />2811.5W <br />SHEET <br />SLO <br />