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(1) J5 REBAR wAAP PER <br />COVERSHEET CMU COL PER <br />8" C.M.U. FINISH PER ELEV. PLAN <br />AL <br />7 : . <br />— FINISH GRADE <br />co <br />M <br />MONOLITHIC FOUND. <br />W/ (2) 14 DIA, RODS .1 <br />I <br />CONT, ON CHAIRS <br />=E <br />9 * STARffERTER COURSE <br />ALT. CMU SEAT @ -1,Y2' <br />EXTERIOR MASONRY WALLFTG FROM TOP OF SLAB <br />PAVERS OR SLAB PER SLOPE Id 1�ff <br />SPEC. <br />CONCRETE FOOTING <br />w/REBAR AS NOTED -'. <br />.. .. . ... I- .. <br />ON FOUNDATION PLAN . <br />0--" <br />i r <br />(IF REQUIRED) <br />PER PLAN L <br />m <br />MASONRY WALL CORNER ON M FT <br />SCALE, 1/2'=I'-0 SCALE; 1/2'=1'-0 <br />8* C.M.U. WALL FINISH <br />3/4' RECESS IN SLAB 10 1/2' PER ELEVATION 3/4* RECESS IN SLAB <br />FINISH FLOOR-------- <br />IIIIIH ILOOR-----i\ <br />SLOPE <br />00 <br />... . . <br />.......... <br />................. <br />...... <br />................... <br />MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />L <br />I <br />m <br />L <br />V4 0 2 STORY <br />GARAGE DOOR RECESSED SILL <br />SCALE: 11/2'=I'-0 RECESS WITH PAVERS <br />2x AT 24"O.C. MAX <br />2x P.T. PLATE SECURED TO SLAB w/ <br />Y POM ACTUATED FASTENERS OR <br />TAKORS 0 16- O.C. OR (2) ROWS 12d <br />1/2' G.W.B. EA. SIDE <br />GUN NAILS 112' Or - <br />STEP PER PLAN <br />:R"OPE.. <br />r <br />. - <br />7. <br />1 <br />F11 ou <br />6 <br />1/2 <br />(1) #4 ROD CONT. ON <br />CHAIRS UNO <br />STEP CONDITION <br />THICKEN® SLAB Q GARAGE (NON -BEN" <br />SCALE: 1/2'=1'-0 <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 />PVC SLEEVE <br />i'-C 1112 STORY <br />--'� F BMNG PENETRATION DETAIL <br />SCALE 1/2'4-0 <br />f5 REBAR <br />w/LAP PER <br />COVERSHEET <br />M cp <br />C=� z <br />- <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE SLOPE <br />II MONOLITHIC FOUND. <br />w /(2) 14 DIA, RODS <br />CONT. ON CHAIRS. <br />1'-4" 0 2 STORY <br />RECESS WITH M <br />2x P.T. PLATE SEM TO SLAB w/ 2x AT 24'0,C. MAX. <br />3' PONDER ACTUATED FASTENERS OR -VA, <br />TAMS 0 16' O.C. OR (2) ROVS 12d <br />GUN NAILS 0 12" O.C. <br />START SI2E HERE 1/2' G.W.B. EA SIDE <br />SLOPE <br />7 <br />FLUSH CONDITION <br />PENETRATING <br />PVC SLEEVE <br />8* C.M,U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />LOOP TE (TYP.) <br />MONOLITHIC FOUND. <br />W/ (2) jF4 DIA. <br />RODS CONT. ON <br />CHARS <br />CONCRETE SLAB ON <br />CLEAN COMPACTED FILL 1/8' SAW CUT <br />SAW CUT <br />NOTE: <br />SAVED JOINT SHALL BE CUT V11HIN 24 HRS. OF CONCRETE PLACEMENT, <br />TYPICAL SAW CUT JOINT <br />SCALE: 1/2'=1'-0 <br />CMU COL. PER <br />PLAN <br />LO <br />6!=A <br />�E <br />op -on <br />SLOPE <br />CONCRETE FOOTING <br />w/REGAR AS NOTED <br />. <br />. .. - - - <br />-- <br />, <br />ON FOUNDATION PLAN <br />. <br />(IF REQUIRED) <br />PER PLAN <br />MASONRY WALL CORNER ON SPREAD FT <br />SCALE: 1/2'-4-0 <br />—#5 REBAR <br />w/LAP PER <br />COVERSHEET <br />CI <br />ui cc: <br />m c-D <br />C=3 z <br />(1) 15 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />1 0 <br />EXT. MASONRYWALL 0 GM <br />SCALE 112-=1'-0 <br />POURED CURB <br />FINISH GRADE <br />'I � —MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />2-1/2' 0 IMPACT <br />__j <br />GROUT BED <br />DOOR <br />PAVERS PER SPEC <br />DOOR PER SPEC <br />¢ <br />PAVERS PER <br />3" <br />3 <br />C-4 (THICKNESS VARIES) <br />DOOR THRESHOLD <br />SPEC (THICKNESS <br />VANES) <br />JM <br />SLOPE <br />PER Effi <br />A-4-T F.F. I <br />-, �c . - <br />SLOPE <br />71 <br />LT. BRICK <br />- - - <br />00 <br />0- <br />00 <br />THRESHOLD <br />12' SQUARE C.N. . <br />COL. PER PLAN (2) F ROAR w/ <br />oC > 0 EACH FILLED CELL <br />25' LAP MIN. <br />OL SLOPE <br />PAVERS OR SLAB PER SPEC. <br />ig <br />CONU17 FOOTING w/REBAR <br />D <br />AS NOTED ON FOUNDATION <br />PER PLAN <br />PLAN (IF REQUIRED) 11 q <br />Aw—'MASONRY COLON SPREAD FTG. <br />SCALE: 1/2'4-0 <br />DOOR PER SPEC <br />DOOR THRESHOLD <br />3" <br />MONOLITHIC FOUND. <br />w/(2) 14 DIA. RODS <br />1'-4! 0 2-STORY <br />MONOLITHIC FOUND.---" <br />w/(2) #4 DIA. RODS <br />�MSHOLD <br />11 <br />l'-4' @ 2-STORY <br />CONT. ON CHAIRS <br />CONT. ON CHAIRS <br />FLUSH BRICK <br />?-4' 0 2 S4Y <br />EXTERIOR DOOR SILL @SGD (Paves) <br />EXTERIOR DOOR SILL 0 BM PaM) <br />EXTERIOR DOORSILL 0- BOY <br />SCALE 1/2'=1'-D <br />FINISH GRADE <br />(1) #4 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2- CONC. <br />OPE SLAB <br />SL <br />j±Li,4 <br />THICKENED SLAB EDGE <br />SCALE. 1/2*=1'-O <br />(1) 14 RONFORCMENT .4" SEE FOUNDATION PLAN <br />BAR CONT. <br />CONC. PER SCHEDULE <br />SLOPE TO DRAIN <br />w- <br />SHNER. RECESS <br />SCALE: I/2-=1'-O <br />SCALE 1/2'=1'-0 <br />t* k kz <br />PAVERS TYP. <br />(1) 14 BAR CONT. <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />SCALE 1/2*=I'-0 <br />VERTICAL DOWEL - <br />AS REUD IN PLAN <br />LAP SPLICE <br />:F:I::2::) REINF. PLACEMEIff AT FTG. CORNERS <br />SCALE. 1/2'=I'-O <br />PER PLAN <br />MONOLITHIC FOUND. <br />W/ (2) #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 />opo Fieldstone <br />C.O.A# ARCHITECTURE: 4ti <br />AA26002802 <br />C) C.O.A.# ENGINEERING: .8 02 <br />C14 29349 <br />0 BENJAMIN NIESE, PEC:::��- Z <br />in <br />P.E.# 86025 <br />0 IAN MCCULLOUGH, PE STATE 0 <br />P.E.# 80956 <br />08123/2021 ...... <br />0 At - <br />FATE —9G.NED <br />*PulteGroup <br />PRODUCT MANAGER <br />RELEASE <br />PROJECT TYPE <br />SPECIFICATION LEVEL <br />Me <br />PLAN NAME <br />Hi hgate <br />NPC CHI NU ER <br />M15W <br />SHEET <br />S1.0 <br />