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1-11 '1 I111 PII11I 11 1111R11 11 N RBI <br />(1) 15 REBAR w/ 25' LAP <br />U.N.O. <br />8" C.M.U. FINISH PER ELEV. <br />OIL -0,-O" r-w <br />FINISH GRADE <br />00 <br />MONOLITHIC FOUND. r <br />W/ (2) 14 DIA. RODS � <br />CONE ON CHAIRS 9' STARTER af <br />COURSE <br />�1-4. 0 2 STY ALT. CMU SEAT 0 <br />Foi EXTERIOR MASONRY WALL FrG FROM TOP of SLAB <br />-- <br />3/4' RECESS IN SLAB 10 1/2" 8' C.M.U. WALL FINISH <br />PER ELEVATION <br />FINISH FLOOR <br />CMU COL. PER <br />PLAN <br />PAVERS OR SLAB PER SLOPE ' <br />SPEC. <br />CONCRETE FOOTING <br />PER PLAN <br />PER PLAN <br />a�� MASONRY WALL CORNER ON SPREAD FfG. <br />SCALE: 1 /2'=1'-0 <br />3/4' RECESS IN SLAB - <br />FINISH FLOOR <br />CMU COL PER <br />PLAN <br />15 REBAR <br />w/25" MIN LAP <br />8• C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE T SLOPE <br />MONOLITHIC FOUND. MONOLITHIC FOUND. <br />.,. . w/(2) 14 DIA. RODS w/(2) 14 DIA. RODS <br />CONT. ON CHAIRS. CONE ON CHAIRS. <br />1-O" 1'-0" <br />1'-4. 02 STORY 1'-4' 01 STORY <br />Fos GARAGE DOOR RECESSED SILL <br />SCALE 1/2-4-0 RECESS WITH PAVERS <br />RECESS WTH SLAB <br />2x AT 24'0.C. MAX <br />2x P.T. PLATE SECURED TO SUB w/ <br />_\ <br />3' PONDER ACTUATED FASTENERS OR <br />TAPCONS 016. O.C. OR (2) ROWS 12d <br />1/2' G.W.B. EA. SIDE <br />GUN NAILS 012. O.C. <br />2x P.T. PLATE SECURED TO SUB w/ <br />STEP PER PLAN <br />3' PONDER ACTUATED FASTENERS OR <br />TAI'CONS 016' O.C. OR (2) ROWS 12C <br />SLOPE <br />--� <br />• .. , <br />* <br />GUN NAILS 012' O.C. <br />N <br />START SLOPE X 2" <br />4 <br />_SLOPE <br />` <br />1-0"[161/2nCHAIRS <br />(1) i14 ROD CONT. ON <br />UNO <br />Foe THICKENED SLAB @ GARAGENON-BEARING) <br />SCALE: 1/1"=1' 0 <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />CLEAN COMPACTED FILL <br />PENETRATING PIPE <br />FINISH GRADE <br />C6 <br />PENETRATING PIPE <br />�. <br />- <br />----- <br />--___-� <br />r MONOLITHIC FOUND. <br />w/(2) 14 DIA. RODS <br />CONE ON CHAIRS <br />PVC SLEEVE far '111 PVC SLEEVE <br />1'-4' 0 2 STORY <br />Fis .BEARING PENETRATION DETAIL SIDE VIEWS (FRONT VIEVI <br />SCALE: 1/2'=1'-0 <br />0 <br />TI <br />2x AT 24'0.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 CONE ON <br />CHAIRS <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />15 REBAR CMU STRUCK BOTH WAYS <br />w/25" MIN LAP <br />OIL-O,-O. SLOPE -0,4" Q POURED CURB <br />FINISH GRADE <br />CONCRETE FOOTING m 00 <br />i <br />PER PLAN b Z o —MONOLITHIC FOUND. <br />•. ' -°x'` : ,. w/(2) #4 DIA. RODS <br />CONE ON CHAIRS <br />� 1-0 <br />PER PLAN 1'-4.0�2 STORY <br />MASONRY WALL CORNER ON SPREAD FrG. (Concrete) 64 EXT. MASONRY WALL @ GARAGE <br />SCALE: 1/2'=1'-0 <br />GROUT BED <br />00 <br />1'-4" 0 2-STORY <br />EXTERIOR DOOR SILL @SI <br />SCALE: 1/2'=1'-0 <br />FINISH <br />THICKENED <br />SCALE: 1/2'=1'-0 <br />(1) y4 REINFORCMENT <br />BAR CONE <br />CONC. PER SCHEDULE - <br />SLOPE <br />77 <br />4" <br />SCALE: 1/2'=l'-0 - -- - <br />z <br />2-1/2' 0 IMPACT a <br />DOOR DOOR PER SPEC z <br />PAVERS PER SPEC a PAVERS PER 3" a <br />(THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS <br />SLOPE _ VARIES) ` <br />PER PLANOX <br />00 0 <br />MONOLITHIC FOUND. MONOLITHIC FOUND. <br />w/(2) 14 DIA. RODS w/(2) 14 DIA. RODS <br />CONE ON CHAIRS CONT. ON CHAIRS 1-4 0 2-STORY <br />EXTERIOR DOOR$ILL @ ENT <br />(1) #4 ROD CONE ON <br />CHAIRS <br />TYPICAL 3 1/2" CONC. <br />SLAB <br />'J SLOPE TO DRAIN ' <br />Fes SHOWER RECESS <br />SCALE 1/2'=1'-0 --_ <br />4" <br />SCALE: i/2'=1'-0 <br />ad <br />'//o iwz <br />Lgmml <br />jmn <br />PAVERS TYP. <br />W <br />(1) 14 BAR CONT. <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />Q <br />DOOR PER SPEC <br />DOOR THRESHOLD <br />PLAN <br />ALT. BRICK PER PLAN <br />THRESHOLD <br />00 , <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />'A" L CONT. ON CHAIRS <br />ALT. FLUSH BRICK 1'-4' 0 2 ST Y <br />THRESHOLD EXTERIOR DOOR SILL -@ ENTRY (Concrete) <br />SCALE: 1/2•=1'-0 - - <br />30'x30"x12" CONC. <br />FTC. w/ (3) #4 <br />�- REBAR EA. WAY <br />VEHICLE SIDE of PEDESTAL <br />#4 REBAR 3" <br />FROM TOP & 10' <br />BEND 0 BOTTOM <br />Fu GAS WATER HEATER PEDESTAL _ <br />SCALE: 1/2'=1'-0 LOCATE PER ARCHITECTURAL DRAWINGS <br />;: <br />CORNER BAR WITH 25' <br />VERTICAL DOWEL <br />;' <br />y_.•j,: <br />{ ., <br />'.y <br />MIN. LAP SPLICE EACH <br />AS REQ'D IN PLAN <br />• <br />#: `` <br />SIDE. SAME SIZE AS <br />CONE FOOLING STEEL <br />; '.j:,i..• <br />,� <br />NUMBER OF CORNER <br />ALTERNATE TO CORNER <br />SPLICE PROVIDE CONT. <br />STEEL RFlNF. BARS BENT <br />:.~:: = `'^'"' - <br />' ` • 4 " `::,: ,'' ::��; : <br />BARS EQUALS NUMBER <br />OF CONE BARS <br />AT CORNERS TO COMPLY <br />'- .:: <br />, <br />'. <br />WITH THE INTENT OF THE <br />; �: `.: :`;' :.: « ;•.:.:'.•... <br />•.; . <br />BUILDING CODE <br />NUMBER OF REBAR <br />25' MIN. <br />PER PLAN <br />LAP SPLICE <br />F1i1 REINF. PLACEMENT AT FTG. CORNERS <br />SCALE: 1/2'4-0 <br />Opo Fieldstone p""'" <br />E <br />,���� <br />�` ',�"NCE <br />o <br />C.O.A.# 29349 �. <br />3400 AUBURN RD., #200 <br />86 <br />AUBURN HILLS, MI 48326 <br />a <br />- <br />(248) 622-403504 <br />CD <br />BENJAMIN NIESE <br />N <br />P.E.# 86025 rA <br />❑ THOMAS A. WEBER, PE ATE OF <br />P.E.# 73242 i <br />FLORIDA �/ ��► <br />��i� `�� <br />08-03-2020 <br />A E <br />0 <br />0 <br />CV <br />O <br />N <br />CD <br />25 <br />O <br />co <br />00 <br />M <br />O <br />E�, <br />0 <br />VJ <br />\ <br />O <br />cu <br />Q <br />U0 <br />W <br />N <br />t0 <br />*PulteGroup- <br />PRODUCT MANAGER <br />--1 <br />I RELEASE I <br />DATE: XX/XX/XXXX <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICATION LEVEL <br />Nte <br />PLAN <br />�NAME <br />� �j (�'� � D <br />�.11L•111�1171� � DAR <br />NPC CHILD NUMBER <br />2810.500 <br />SHEET <br />S1.0 <br />