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(1) #5 REBAR wl 25" LAP <br />8' OR 12" SQUARE <br />U.N.O. <br />OR ROUND C.M.U. <br />8' C.M.U. FINISH PER ELEV. COL PER PLAN <br />-01-0" <br />FINISH GRADE <br />00 <br />PAVERS PER SPEC.- <br />MONOLITHIC FOUND.------ <br />CONCRETE FOOTING — <br />(2) #4 DIA. RODS <br />w/REBAR AS NOTED <br />CONE ON CHAIRS <br />CONE <br />STARTER <br />9' STARTER <br />ON FOUNDATION PLAN <br />1'-0' <br />COURSE u <br />(IF REQUIRED) <br />1'-4' 0 2 STORY <br />ALT. CMU SEAT 0 4� <br />Fo�l EXTERIOR MASONRY WALL FTG <br />FROM TOP OF SLAB <br />(F_wB� MASONRY <br />SCALE 1/2-4-0 <br />SCALE 1/2'=I'-( <br />PER ARCH <br />8* C.M.U. BLOCK FILLED <br />SOLID w/GROUT <br />CL. cm 4" C.M.U. BLOCK PER ELEV. <br />SLOPE <br />,dKo,-On <br />25' LAP MIN. (1) #5 REBAR <br />V-sc Lg <br />PAVERS OR SLAB PER SPEC. m <br />CONCRETE FOOTING w/REBAR <br />AS NOTED ON FOUNDATION ---qx <br />PLAN (IF REQUIRED) PER PLAN <br />#I <br />�F=MASONRY COL ON SPREAD FTG. <br />SCALE 1/2'4-0 <br />3/4' RECESS IN SLAB 10 1/2' <br />FINISH FLOOR — <br />8' C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />w/(2) #4 DIA. RODS <br />MONOLITHIC FOUND. <br />CONE ON CHAIRS. <br />biGARAGE DOOR RECESSED SILL <br />1 i SCALE 1/2*=1'-o RECESS WITH PAVERS <br />2x AT 24*0.C. MAX <br />2x P.T. PLATE SECURED TO SLAB w/ Vk <br />3' POW ACTUATED FASTENERS OR <br />TAPCONS 0 16- D.C. OR (2) ROVS 12d 1/2' G.W.B. EA. SIDE <br />GUN NAILS 0 12' O.C. <br />STEP PER PLAN <br />:SLOPE�"'!' <br />1.4" 1, <br />#4 ROD GONE ON <br />6 :1/2'(1) CHAIRS UNO <br />STEP CONDITION <br />4� THICKENED SLAB GARAGE (NON -BEARING) <br />SCALE: 1/2"=I'-0 <br />SLOPE <br />PER PLAN <br />� I <br />w <br />SLOPE <br />'d--, 0'-0" cnm l%l <br />CONCRETE FOOTING <br />w/REBAR AS NOTED <br />ON FOUNDATION PER PLAN <br />PLAN (IF REQUIRED) <br />31e RECESS IN SLAB <br />FINISH FLOOR <br />2x P.T. PLATE SECURED TO SLAB w/ <br />r POWDER ACTUATED FASTENJM OR <br />TAPCONS 116- O.C. OR (2) ROWS 12d <br />GUN NALS 0 12' O.C. <br />START SLOPE Ilff 2" <br />SLOPE <br />CORNER BAR WITH 25' <br />VERTICAL DOWEL <br />-A <br />.. 1� .. ... <br />MIN. LAP SPLICE EACH <br />AS REQ D IN PLAN; <br />SIDE. SAME SIZE AS <br />am COMP) <br />CONE FOOTING STEEL <br />t <br />ALTERNATE TO CORNER <br />NUMBER OF COMB <br />SPLICE PROVIDE CONE <br />STEEL REINF. BARS BENT <br />z <br />BARS EQUALS NUMBER <br />OF CONE BARS <br />AT CORNERS TO COMPLY <br />WITH THE INTENT OF THE <br />NUMBER OF REBAR <br />BUILDING CODE <br />PER PLAN <br />25' MIN. <br />PVC Saw <br />REINF. PER PLAN <br />w/LAP PER <br />COVERSHEET <br />8" C.M.U. BLOCK FILED <br />SOLID w/GROUT <br />.4* C.M.U. BLOCK PER ELEV. <br />25 LAP MIN. (1) #5 REBAR <br />8* C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />ON CHAIRS. <br />FLUSH CONDITION <br />LAP SPUCE 1'4 0 2 STORY <br />F12 REINF. PLACEMENT AT FTG. CORNERS �m BEARING PENETRATION DETAIL <br />SCALE: 1/2-4-0 SCALE: 1/2*=V-0 <br />(1) #4 ROD CONE ON <br />CHAIRS <br />TYPICAL 3 1/2' CONC. <br />FINISH GRADE SLOPE SLAB <br />j <br />THICKENED SLAB EDGE <br />MWA <br />W/o <br />69movo <br />2x AT 24*0.C. MAX <br />112' G.W.B. EA. SIDE <br />8" am, FINISH <br />PER ELEV. <br />FINISH FLOOR <br />FINISH GRADE <br />PENETRATING PIPE <br />MONOLITHIC FOUND. <br />wA2) 14 DIA. RODS <br />CONE ON CHAIRS <br />DE <br />PAVERS TYP. <br />(1) #4 BAR CONE <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEN <br />8' OR 12* SQUARE <br />v <br />OR ROUND C.M.U. <br />COL PER PLAN <br />V) <br />Lo <br />C= <br />0'-0* SLOPE <br />CONCRETE FOOTING <br />w/REBAR AS NOTED <br />7T <br />ON FOUNDATION PLAN <br />(IF REQUIRED) <br />PER PLAN <br />MASONRY COLUMN <br />PER PLAN <br />PAVERS OR SA PER SPEC. <br />CONCRETE FOOTING <br />w/REBAR AS NOTED <br />ON FOUNDATION PLAN <br />(IF REQUIRE <br />MAS8NRY Cl <br />SCALE: 1/2*=1'- <br />SLOPE <br />REINF. PER PLAN <br />CMU COL PER <br />wAAP PER PLAN <br />COVERSHEET <br />6 <br />m <br />BAR w/ 25' <br />LAP <br />•--a: LLJ <br />MLo <br />F <br />PER PLAN ; wl <br />N ON SPREAD FTG. (Pavers) <br />PAVERS OR W PER SLOPE <br />CONCRETE FOOTING <br />w/REBAR AS NOTED <br />ON FOUNDATION PLAN <br />(IF REQUIRED) <br />MASONRY WALL CORI <br />SCALE: 1/2'4-0 <br />CMU COL PER <br />PLAN <br />#5 REBAR <br />w/25' MIN LAP cn <br />ot-ol-o" >. SLOPE <br />A <br />ug <br />CD Q 2 <br />__j <br />w 5 TE <br />7ns <br />m r; <br />w/REBAR AS <br />CONCRETE FOOTING <br />NOTED <br />ON FOUNDATION PLAN <br />(IF REQUIRED) <br />PER PLAN PER PLAN <br />IER ON SPREAD FTG. MASONRY WALL CORNER ON SPREAD FT <br />SCALE: 1/2*4-0 <br />#5 REBAR <br />w/25* MIN LAP <br />(1) #5 REBAR AT EACH <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />GROUT BE <br />E5 <br />Lo <br />Lj <br />cn <br />POURED CURB <br />F.F. <br />SLOPE <br />FINISH GRADE <br />00 <br />00 <br />o <br />—MONOLITHIC FOUND. <br />MONOLITHIC FOUND. <br />4- <br />wA2) #4 DIA. RODS <br />W/ (2) #4 REBAR <br />CONT. ON CHAIRS <br />CONE ON CHAIRS <br />1'-4! 0 2 STO'RY <br />--44'� EXT. MASONRY WALL @ GARAGE <br />(F-672EXTERIOR DOOR SILL <br />@ POCKET I ZERO CORNER SGD <br />SCALE. 1/2'4-0 <br />SCALE 1/2-4-0 <br />2-1 2' 0 IMPACT <br />GROUT BED <br />D" <br />D69 <br />PAVERS PER SPEC DOOR PER SPEC <br />PAVERS PER <br />DOOR PER SPEC <br />(THICKNESS VARIES) DOOR THRESHOLD <br />(THICKNESS <br />D <br />ffi SPEC (THICKNESSDOOR <br />VARIES) <br />THRESHOLD <br />R PLAN <br />0'-0* F.F. <br />SLOPE oLO`zO* <br />SLOPE <br />F.F. <br />rp <br />SLOPE <br />dK 0) -o" <br />w <br />PER <br />LT. BRICK <br />d-, PER PLAN <br />00 <br />=E <br />=E <br />THRESHOLD <br />00 <br />00 <br />will <br />(3 <br />L�j <br />MONOLITHIC FOUND. <br />V-0. <br />, <br />MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />MONOLITHIC <br />FOUND.-,,-," <br />11-ou <br />q <br />q� <br />CL <br />r <br />L <br />W/ (2) #4 DIA. RODS <br />CONE ON CHAIRS <br />4* 0 2-STORY <br />CONE ON CHAIRS <br />w/(2) 14 DIA. RODS l'-4* 0 2-STORY <br />CONE ON <br />�ZRSHOLD <br />?-4- <br />0 2 AY <br />CHAIRS <br />FLUSH BRICK <br />ko_7'� EXTERIOR DOOR SILL @SGD <br />(Pavers) <br />EXTERIOR DOOR SILL @ ENTRY <br />Pavers <br />EXTERIOR DOOR SILL @ ENTRY (Concrete) <br />SCALE: 1/2*4-0 <br />SCALE: 1/2'4-0 <br />SCALE: llf=1'-O <br />SEE ffADER/UNTEL PLAN FOR <br />ASSOCIATED WALL DETAIL <br />AT 16' O.C. W/ <br />2X AT 16" O.C. W/ <br />2X AT 16" O.C. W/ <br />vk <br />SPECIFYING ANCHOR REQUIREMENT <br />-.,--2X <br />1/2' CWB EA. SIDE <br />1/2' GWB EA. SIDE <br />SEE HEADER/UNTEL PLAN FOR <br />1/2' GWB EA. SIDE <br />2* <br />SEE HEADER/lUNTEL PLAN FOR <br />(2) #4 DIA. RODS <br />ASSOCIATED WALL DETAIL <br />ASSOCIATED WALL DETAIL <br />CONE ON CHAIRS <br />SPECIFYING ANCHOR REQUIREMENT <br />START SLOPE HERE <br />SPECIFYING ANCHOR REQUIREMENT <br />STEP PER PLAN <br />SLOPE <br />C14 <br />c-.4 <br />.�x <br />UD <br />(2) #4 ROD CONE <br />(2) 14 ROD CONE <br />ON CHAIRSON <br />6" <br />it -ON <br />110 1/2 <br />CHAIRS <br />10 1/2, <br />1'_0" <br />110 1/2'1 <br />-on <br />1 10" <br />STEP CONAON <br />Foq"� THICKENED SLAB 0 GARAGE <br />(BEARING) <br />I!.USH CONAON <br />Flo THICKEND SW @ INTERIOR WALL (BEARING) <br />SCALE: 1/2'=V-0 <br />PENETRATING <br />PVC SLEEVE <br />VEHICLE SIDE OF PEDESTAL <br />8' C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />LOOP TIE (TYP.) (1) #4 REINFORCMENT 4" SEE FOUNDATION PLAN _4" <br />BAR CONE <br />CONC. PER SCHEDULE <br />SLOPE TO DRAIN <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. . . . . . . . . . . <br />RODS CONE ON <br />CHAIRS <br />(ASHOWER RECESS <br />30'x30"x12* CONC. <br />FIG. w/ (3) 14 <br />REBAR EA. WAY <br />SCALE: 1/2-4-0 <br />CONCRETE SLAB ON #4 REBAR 3. <br />CLEAN COMPACTED ALL SAW CUT FROM TOP & lo* <br />BEND 0 BOTTOM <br />SAW CUT <br />M <br />NOTE., <br />30' <br />SAWED JOINT SHALL BE CUT WITHIN 24 HRS. OF CONCRETE PLACEMENT. <br />In fl <br />TYPICAL SAW CUT JOINT SCALE: 1/2-4-0 GAS WATER HEATER PEDESTAL GAS COMMUNITIES ONL1� <br />SCALE 1/2"=1'-0 LOCATE PER ARCHITECTURAL DRAWINGS <br />SCALE 1/2*=1'-0 <br />SCALE 1/2'=1'-0 <br />0 <br />(= <br />ull) <br />0 <br />co <br />00 <br />O <br />O <br />00 <br />00 <br />"T <br />to <br />a) <br />"o <br />O <br />0 <br />bb <br />C-0 <br />N <br />� <br />_j <br />lkPultoGroup- <br />PRODUCT MANAGER <br />- - - - <br />RELEASE <br />DATE: xx/xx/xxxx <br />C.OA* ARCHITECTURE: <br />AA26002802 <br />C.OA.* ENGINEERING: PROJECT TYPE <br />29U9 Single Famfly <br />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />N BEWAMIN NIESE, PE SPECIFICATION LEVEL <br />P.E.886026 FLORIDA <br />Pulte <br />6/18/21 <br />DATE <br />% <br />P N NAME <br />testone <br />NPC CHILD NUMBER <br />= * : 2117.501 <br />rAlM W SHEET <br />S1.0 <br />