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(1) #5 REBAR w/ 25" LAP <br />U.N.O. CMU COL PER <br />8" C.M.U. FINISH PER ELEV. PLAN <br />01-off <br />FINISH MADE <br />ca <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />9' STARTER <br />COURSE____'a <br />�l 0 2S Y ALT. CMU SEAT 0 -1V <br />( <br />FROM _Fo_f� EXTERIOR MASONRY WALL FTG TOP Of SUB <br />SCALE: <br />- l/f= �V-O <br />,,-- <br />31e 7 <br />RECESS IN SLAB 10 1/2p 8* C.M.U. WALL FINISH <br />'v PER ELEVATION <br />FINISH FLOOR�� <br />SLOPE <br />MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />os GARAGE DOOR RECESSED SILL <br />SCALE 1/274-0 RECESS WTH PAVERS <br />2x AT 24"O.C. MAX. <br />2x P.T. RATE SECURED TO &M w/ <br />GUN NAILS 0 12' D.C. <br />TAPCONS 0 1C O.C. OR (2) ROWS 1/2' G.W.B. EA. SIDE <br />Y POWDER ACTUATED FASTENERS OR <br />1 <br />STEP PER PLAN <br />,-on 6 /22 (1) #4 ROD CONT. ON <br />CHAIRS UNO <br />SCALE: 1/2'=1'-0 <br />CLEAN Compi <br />0' <br />PVC SLEEVE 1'4' 0 2 STORY <br />BEARING PENETRATION DETAIL <br />SCALE 1/2*=1'-O <br />8' C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />FINISH GRADE <br />PENETRATING PIPE <br />MONOLITHIC FOUND. <br />WA2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />PAVERS OR SLAB PER SLOPE <br />SPEC. <br />CONCRETE FOOTING <br />PER PLAN <br />)3_CMASONRY WALL <br />E 1/2"=f SCAL-0 <br />31e RECESS IN SLAB <br />FINISH FLOOR------\ <br />CMU COL PER <br />PLAN 1 <br />#5 REBAR <br />#5 REBAR <br />w/25* MIN LAP <br />en <br />6!=! <br />w/25" MIN LAP <br />OIL -0'-0" SLOPE <br />11-F <br />wm <br />CONCRETE FOOTING <br />M C.D <br />PER PLAN <br />PER PLAN <br />PER PLAN <br />9ER ON SPREAD FTG. <br />(Pavers) <br />MASONRY WALL CORNER ON SPREAD FTG. <br />LConcgej <br />8' C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />-on <br />q <br />1'-4* 0 2 STORY <br />RECESS WITH SLAB <br />2)( P.T. PLATE SECURED TO SLAB W/ <br />,r POWDER ACTUATED FASTENERS OR <br />-Vk <br />TAPCONS 0 16' O.C. OR (2) ROWS 12d <br />GUN mu 0 it O.C. <br />START SLOPE HERE <br />2" <br />S PE LO a\ <br />7!7 <br />PENETRATING <br />PVC SLEEVE <br />(1) #5 REBAR AT EACH - <br />FILM CELL <br />CMU STRUCK BOTH WAYS <br />l' O_ <br />EXT. MASONRY WALL @ GARAGE <br />POURED CURB <br />—FINISH GRADE <br />—MONOLITHIC FOUND. <br />wA2) 14 DIA. RODS <br />CONT. ON CHAIRS <br />- 1/2*=l' SCALE. -0 <br />SCALE: llf=l'-O <br />2-6gl2" 0 IMPACT <br />_'Vt <br />GROUT BED <br />D <br />PAVERS PER SPEC <br />' <br />DOOR PER SPEC <br />PAVERS PER 3a <br />(THICKNESS VARIES) <br />DOOR THRESHOLD <br />SPEC THICKNESS <br />T <br />LPAVERS <br />SLOPE 01LO'-O' <br />F.F. <br />.10PE <br />PER PLAN <br />>< <br />SLOPE <br />00 <br />'c <br />(3" <br />r <br />MONOLITHIC FOUND. <br />MONOLITHIC <br />FOUND.---""� <br />q <br />l'-e 0 2-STORY <br />. q q <br />wA2) 14 DIA. RODS 1, <br />wA2) #4 DIA. RODS _4" @ 2_ <br />CONT. ON CHAIRS STORY <br />CONT. ON CHAIRS <br />EXTERIOR DOOR SILL @SGD <br />(Pavers) <br />EXTERIOR DOOR SILL @ ENTRY (Pavers) <br />SCALE 1/2*=1'-0 <br />SCALE: 1/2'=1'-0 <br />(1) #4 ROD CONT. ON <br />2x AT 2eO.C. MAX CHAIRS <br />TYPICAL 3 1/2' CONC. <br />FINISH GRADE SLAB <br />SLOPE <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 CONT. ON <br />CHAIRS <br />THICKENED SLAB EDGE <br />SCALE. 1/2*=I'-0 <br />(1) #4 REINFORCMENT 4" SEE FOUNDATION PLAN 44, <br />BAR CONT. <br />CONC. PER SCHEDULE <br />SLOPE TO DRAIN <br />r <br />SHOWER RECESS <br />SCALE: 1/2*=I'-0 <br />PAVERS TYP. <br />141;w 4' (1) #4 BAR CONT. <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />ALT. BRICK <br />THRESHOLD <br />DOOR PER SPEC <br />DOOR THRESHOLD <br />00 <br />ALT. FLUSH BRICK <br />THRESHOLD EXTERIOR I <br />SCALE 1/2'=1'-C <br />PLAN <br />OL PER PLAN <br />\.F <br />MONOLITHIC FOUND. <br />W/ (2) 14 DIA. RODS <br />CONT. ON CHAIRS <br />CORNER BAR WITH 25* <br />VERTICAL DOWEL <br />MIN. LAP SPLICE EACH <br />AS REQ'D IN P <br />SIDE SAME SIZE AS <br />CONE FOOTING STEEL <br />7. <br />OF CORNER <br />ALTERNATE TO CORNER <br />SPLICE PROVIDE CONT <br />STEELREINF. BARS BENT <br />•NUMBER <br />7 <br />BARS EQUALS NUMBER <br />OF CONT. BARS <br />AT CORNERS TO COMPLY <br />WITH THE INTENT OF THE <br />BUILDING CODE <br />NUMBER OF REBAR <br />, <br />25' MIN. <br />P <br />PER PLAN <br />IV SPLICE <br />REINF. PLACEMENT AT FTG. CORNERS <br />SCALE 1/2*=1'-0 <br />BOND BEAM PER PLAN <br />(1) #5 REBAR <br />30*x30*x12' CONC. w/30' LAP MIN. <br />FTG. W/ (3) #4 <br />REBAR EA. WAY <br />FINISH GRADE PER <br />PLAN <br />was <br />L!f-- — — i <br />VEHICLE SIDE TME PEDESTAL <br />30' <br />GAS WATER HEATER PEDESTAL <br />SCALE. 1/2-4-0 <br />REBAR 3' <br />OM TOP &10* <br />NO 0 BOTTOM <br />LOCATE PER ARCHITECTURAL DRAWINGS <br />MASONRY WALL ON <br />SCALE 1/2'=I'-0 <br />WALL HEIGHT PER PLAN <br />FINISH GRADE <br />iy; pj <br />PAVERS PER PLAN <br />- <br />(2) 14 REBAR <br />)WINUOUS FTG. <br />C-OA.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />0 BENJAMIN NIESE, PE <br />P.E.#86026 FLORIDA <br />8/31/20 <br />DATE <br />E <br />0.8 <br />STATE <br />0 Ilk <br />0 <br />4-J <br />00 <br />0 <br />;j <br />O <br />0 <br />O <br />00 <br />N <br />Q <br />U <br />(u <br />co <br />0 <br />r <br />4_0 <br />N <br />I� <br />*Pulte <br />PRODUCT MANAGER <br />RELEASE <br />DATE: xx/xx/xxxx <br />PROJECT TYPE <br />Single Famfly <br />SPECIFICATION LEVEL <br />Pulte <br />