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(1) 15 REBAR w/ 25' LAP <br />U.N.O. CMU COL. PER <br />8" C.M.U. FINISH PER ELEV. PLAN <br />-0'-0" <br />FINISH GRADE <br />co }: c Z <br />MONOLITHIC FO(JND. <br />W/ (2) #4 DIA. RODS All <br />CONE ON CHAIRS 9' STARTER <br />COURSE ' ~ <br />1-4' 0 2 STY ALT. CMU SEAT 0 <br />EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB <br />PAVERS OR SLAB PER SLOPE ' <br />CONCRETE FOOTING <br />PER PLAN <br />PER PLAN <br />MASONRY WALL CORNER ON SPREAD FTG. <br />SCALE: 1/2'=1'-0 \� SCALE 1/2'=1'-0 <br />3/4' RECESS IN SLAB 10 1/2" 8' C.M.U. WALL FINISH 3 / <br />4' RECESS IN SLAB — <br />PER ELEVATION <br />FINISH FLOOR FINISH FLOOR <br />cn " <br />SLOPE <br />MONOLITHIC FOUND. <br />w/(2) 14 DIA. RODS <br />CONEE, ON CHAIRS. <br />GARAGE DOOR RECESSED SILL <br />SCALE 1/2'=1'-0 RECESS WITH PAVERS <br />2x AT 24 O.C. MAX. <br />2x P.T. PLATE SECURED TO SUB w/ <br />3' POIiDER ACTUATED FASTENERS OR <br />TAPCONS 016' O.C. OR (2) Rows 12d 1/2' G.W.B. EA. SIDE <br />GUN NAILS 012" O.C. <br />STEP PER PLAN <br />SLOPE <br />" <br />4 <br />1-0" 6 1/2" (1) {4 ROD CONE ON <br />CHAIRS UNO <br />STEP CONLTION <br />THICKENED SLAB @ GARAGE (NOWBEARING) <br />SCALE: 1 /2"=V-0 <br />CLEAN COMN <br />oi <br />PVC SLEEVE <br />1'-4' 0 2 STORY <br />F13 BEARING PENETRATION DETAIL <br />SCALE: 1 /2'=1'-0 <br />8' 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 />CONE ON CHAIRS <br />SLOPE <br />MONOLITHIC FOUND. <br />w/(2) 14 DIA. RODS <br />CONT. ON CHAIRS. <br />1'-4' 0 2 STORY <br />—#5 REBAR <br />w/25" MIN LAP <br />is W W z <br />m <br />o z <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />NIH N-M <br />2x P.T. PLATE SECURED TO SUB w/ <br />3' POWDER ACTUATED FASTENERS OR <br />TAPCONS 016' O.C. OR (2) RM 12d <br />GUN NAILS 0 It O.C. <br />START SLOPE HERE 2" <br />SLOPE <br />FLUSH CONDITION <br />PENETRATING <br />SCALE: 1/2'=1'-0 <br />CMU COL. PER <br />PLAN <br />W <br />-0'-0" ' SLOPE <br />CONCRETE FOOTING <br />PER PLAN- - J. <br />Vr <br />:.:.: <br />PER PLAN <br />MASONRY WALL CORNER ON SPREAD FTG. ICc <br />SCALE: 1/27=1'-0 <br />—/5 REBAR <br />w/25' MIN LAP <br />� oo^ <br />w z <br />m <br />o z <br />-� =E <br />(1) /5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />.1� <br />1'-4' 0 2 STORY <br />EXT. MASONRY WALL @ GARAGE <br />SCALE: 1/2'=1'-0 <br />POURED CURB <br />FINISH GRADE <br />o —MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONE ON CHAIRS <br />2-1/2' 0 IMPACT <br />' <br />GROUT BED <br />D DOOR PER SPEC <br />PAVERS PER SPEC <br />Z <br />PAVERS PER <br />� <br />(THICKNESS VARIES) DOOR THRESHOLD <br />SPEC (THICKNESS <br />� <br />VARIES) <br />04E.E. <br />SLOPE <br />—� <br />SLOPE <br />7 <br />br <br />;: <br />` <br />PER PLAN <br />00 <br />� <br />o <br />f. <br />M <br />', <br />I <br />MONOLITHIC FOUND. <br />MONOLITHIC <br />FOUND. <br />1-0" <br />1'-4' 0�2-STORY <br />w/(2) 14 DIA. RODS <br />CONE ON CHAIRS <br />w/(2) 14 DIA. RODS <br />1-4 0 2-STORY <br />CONT. ON CHAIRS <br />Foy EXTERIOR DOOR SILL @SGD <br />Pavers <br />EXTERIOR DOOR SILL <br />@ ENTRY <br />Pavers <br />SCALE 1/2'=1'-0 <br />SCALE: 1/2'=1'-0 <br />(1) 14 ROD CONE ON <br />2x AT 24'0.C. MAX. CHAIRS <br />TYPICAL 3 1/2' CONC. <br />1/2' G.W.B. EA. SIDEFINISH GRADE SLOPE SLAB <br />-44 <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 />THICKENED <br />SCALE 1/2'=1'-0 <br />(1) #4 REINFORCMENT 4" SEE FOUNDATION PLAN 4" <br />BAR CONE <br />ii <br />CONC. PER SCHEDULE W <br />a <br />SLOPE TO DRAIN <br />.s:.j.. <br />Co <br />-777 <br />SHOWER RECESS <br />SCALE: 1/2•4-0 <br />PAVERS TYP. <br />Mo ; w-lo MA <br />Lemtwm <br />in= <br />(1) 14 BAR CONT. <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />ALT. BRICK <br />THRESHOLD <br />12' SQUARE C.M. . <br />COL PER PLAN w (2) #5 RMAR w/ <br />25' LAP MIN. <br />0 EACH FILLED CELL <br />p' SLOPE <br />PAVERS OR SLAB PER SPEC. <br />We FOOTING PER PLAN 11 ". :i <br />PER PLAN <br />Fm-D MASONRY COL. ON SPREAD FTG. <br />DOOR PER SPEC <br />DOOR THRESHOLDS ,PER PLAN <br />00 <br />-I <br />ALT. FLUSH BRICK <br />THRESHOLD EXTERIOR C <br />SCALE: 1/27=1'-0 <br />i11.=t1=7 <br />1 <br />CORNER BAR WITH 25" <br />VERTICAL DOWEL <br />`:'.*`:.• <br />7f <br />MIN. LAP SPLICE EACH <br />AS REQ'D IN PLAN <br />SIDE SAME SIZE AS <br />CONE FOOTING STEEL <br />::.-;:. '=,:.;'� <br />NUMBER OF CORNER <br />ALTERNATE TO CORNER <br />SPLICE: PRONDE CONE <br />STEEL REINF. BARS BENT <br />`%"� �':: ' "" `=: <br />'' ' `: .:' ' *•:��1: <br />BARS EQUALS NUMBER <br />OF CONE BARS <br />AT CORNERS TO COMPLY <br />WITH THE IMENT OF 1HE <br />BUILDING CODE <br />NUMBER OF REBAR <br />25' MIN. <br />PER PLAN <br />LAP SPLICE <br />F12 REINF. PLACEMENT AT FTG. CORNERS <br />SCALE 1/2'=1'-0 <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />O <br />co <br />can <br />OO <br />0 <br />uo <br />� <br />O <br />A� <br />W <br />_ ' <br />V� <br />0 <br />bb <br />.2 <br />N <br />� <br />llkPulterou <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX XX XXXX <br />C.O.A.# ENGINEERING: <br />PROJECT TYPE <br />29349 <br />Single Famil <br />o <br />0 TTHOMAS A. WEBER, PE <br />< <br />P.E. # 73242 FLORIDA <br />SPECIFICATION LEVEL <br />BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />0 <br />10/12/20 <br />Pu <br />Nte <br />UDATE,11111111/�� <br />/�� <br />PLAN NAME <br />`�����p►MI <br />,�� �.• N. �►' <br />Hi h ate <br />o <br />NPC CHU NUMBER <br />- <br />2811.500 <br />SHEET <br />f <br />STATE OF L(/ <br />. ` <br />S1.0 <br />MAI. <br />