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(1) #5 REBAR w/ 25" LAP <br />U.N.O. <br />8" C.M.U. FINISH PER ELEV. <br />OIL-0,-o- <br />77 <br />FINISH GRADE <br />co w— <br />CD <br />MONOLITHIC FOUND <br />W/ (2) RODS 14 DIA. <br />CONT. ON CHAIRS RODS <br />9"STARTER <br />STARTER <br />COURSE <br />ALT. CMU SEAT 0 -1)r <br />0 2S Y <br />MOM <br />EXTERIOR MASONRY WALL FTG TOP OF SUB <br />SCALE 1/2`=1!-0 <br />3/4! RECESS IN SLAB 10 1/2* 8" C.M.U. WALL FINISH <br />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 1/2'4-0 RECESS NTH PAVERS <br />2x AT 24"O.C. MAX. <br />2x P.T. PLATE SECURED M SA w/ <br />Y POW ACTUATED FASTENERS OR <br />TAPCONS 0 16- QC. OR (2) ROWS 12d 1/2- G.W.B. EA. SIDE <br />GUN NAILS 0 12' O.C. <br />STEP PER PLAN <br />n, <br />on 1/21, (1) 14 ROD CONT. ON <br />L CHAIRS UNO <br />STEP CONDITION <br />THICKENED SLAB @ GARAGE (NON -BEARING) <br />SCALE: 1/2*4-0 <br />i -4! 0 2 STORY <br />SCALE 1/2'4-0 <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />FINISH GRADE <br />PENETRATING PIPE <br />MONOLITHIC FOUND. <br />wA2) 14 DIA. RODS <br />CONT. ON CHAIRS <br />CMU COL PER <br />PLAN <br />SLOPE 1. m- <br />PAVERS OR SLAB PER arm <br />SPEC. <br />CONCRETE FOOTING <br />w/REBAR AS NOTED <br />ON FOUNDATION PLAN <br />(IF REQUIRED) <br />PER PLAN <br />of <br />MASONRY WALL CORNER ON SPREAD FTG. <br />SCALE 1/274-0 <br />3111N RECESS IN SLAB — <br />FINISH FLOOR <br />2x P.T. RATE SECURED TO SLAB W/ <br />5' POW ACTUATED FASTENERSTAPC0M 0 IT D.C. OR (2) RDWS6 12d <br />GUN KALS 0 It O.C. <br />START SLOPE HERE <br />SLOPE <br />77 1. <br />PENETRATING <br />PVC SLEEVE <br />CMU COL. PER <br />PLAN <br />—15 REBAR <br />w/25' MIN LAP <br />C/) <br />LAJ <br />�:f <br />OIL-O,-O. SLOPE <br />o <br />CONCRETE FOOTING <br />w/REBAR AS NOTED <br />o <br />ON FOUNDATION PLAN <br />(IF REQUIRED) <br />PER PLAN <br />MASONRY WALL CORNER ON SPREAD FTG. <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />OMONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />PCONT. ON CHAIRS. <br />FLUSH CONDITION <br />SCALE 1/2'4-0 <br />GROUT BED <br />00 <br />1,-o- <br />q <br />1'-4! 0 2-STORY <br />SCALE: 1/2'4-0 <br />15 REBAR <br />w/25' MIN LAP <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />I ON <br />l'-,r 0 2 STORY <br />-----.,—POURED CURB <br />FINISH GRADE <br />o MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />2;�12* 0 IMPACT <br />D DOOR PERSPEC <br />PAVERS PER SPEC PAVERS PER <br />(THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS <br />SLOPE <br />VAVARIES)OiLO'-O' F.E. <br />SLOPE <br />PER PLAN <br />>< <br />ME <br />co <br />fto <br />38 <br />MONOLITHIC FOUND. <br />MONOLITHIC <br />FOUND."'- <br />1,-0, <br />wA2) #4 DIA. RODS <br />q <br />wA2) #4 DIA RODS <br />q <br />CONT. ON CHAIRS <br />! <br />CONT. ON CHAIRS 1-40 2-STORY <br />EXTERIOR DOOR SILL @ ENTRY <br />(Pavers) <br />%ME. llt=f-o <br />(1) #4 ROD CONT. ON <br />Zx AT 24"O.C. MAX. CHAIRS <br />TYPICAL 3 1/2 CONIC. <br />FINISH GRADE SLAB <br />SLOPE <br />111' G.W.B. EA. SIDE <br />8' C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />LOOP RE (TYP.) <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. <br />RODS CONT. ON <br />CHAIRS <br />THICKENED SLAB EDGE <br />SCAI.E. 1/2'=1'-0 <br />(1) 14 REINFORCMENT 4* SEE FOUNDATION PLAN 44 L <br />BAR CONT. <br />CONIC. PER SCHEDULE <br />W <br />cl- <br />SLOPE TO DRAIN <br />SHOWER RECESS <br />SCALE 1/2'4-0 <br />PAVERS TYP. <br />Mo! ; <br />(1) 14 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 S(TERIOR I <br />SCALE: 1/2'=I'-0 <br />PER PLAN <br />PER PLAN <br />MONOLITHIC FOUND. <br />MO <br />NOLITHIC <br />(2) #4 DIA. RODS <br />L 1'-00 <br />CONT. ON CHAIRS <br />L <br />1'-4! 0 2 ST&Y <br />CORNER BAR WITH 25" <br />VERTICAL DOWEL <br />DOWEL <br />MIN. LAP SPLICE EACH <br />AS REUD IN <br />\ <br />1. * <br />11:, <br />. il: ... <br />. . <br />SIDE. SAME SIZE AS <br />CONT. FOOTING STEEL <br />NUMBER OF CORNER <br />ALTMATE TO CORNER <br />SPLICE PROVIDE CONT. <br />BARS EQUALS NUMBER <br />STEEL REINF, BARS BENT <br />OF CONT. BARS <br />AT CORNERS TO COMPLY <br />WITH THE INTENT OF THE <br />BUILDING CODE. <br />NUMBER OF REBAR <br />25' MIN. <br />PER PLAN <br />LAP SPLICE <br />filREINF. PLACEMENT AT FTG. CORNERS <br />SCALE ll:r=l'-O <br />C.OA.# ARCHITECTURE: <br />AA26002802 <br />C.OA# 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 />2/12/21 <br />DATE <br />No. 60 <br />$TAT <br />d c� <br />NAL <br />vC)� <br />41 <br />00 <br />M <br />O <br />cz�C=) <br />00 <br />Q) <br />+1 <br />C7 <br />U <br />0 <br />Q) <br />"all <br />*z <br />o <br />7-4 <br />W-4 <br />cf) <br />4-4 <br />N <br />� <br />PRODUCT MANAGER <br />RELEASE <br />DATE: xx/xx/xxxx <br />PROJECT TYPE <br />Single Farrdly <br />SPECIFICATION LEVEL <br />PWte <br />