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Y <br />0 <br />3 <br />0 <br />in <br />\ <br />0 <br />0 <br />CV <br />0 <br />N <br />CV <br />N <br />Z <br />W <br />0 <br />J <br />0- <br />(1) #5 REBAR w/ 25" LAP <br />U.N.O. <br />8" C.M.U. FINISH PER ELEV. <br />-0'-0" <br />FINISH GRADE <br />co <br />a, <br />MONOLITHIC FOUND. a <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS 9" STARTER <br />COURSE - <br />1-4° • 2 STO Y ALT. CMU SEAT @ -1Y" <br />=01 EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB <br />CMU COL. PER <br />PLAN <br />PAVERS OR SLAB PER - <br />ER SLOPE ' <br />SPEC. <br />CONCRETE FOOTING P; <br />PER PLAN J. <br />PER PLAN <br />:)3c MASONRY WALL CORNER ON SPREAD FTG. <br />SCALE: 1 /2"=1'-O SCALE: 1 /2"=l'-0 <br />3/4" RECESS IN SLAB 10 1/2» 8" C.M.U. WALL FINISH 3 4" RECESS IN SLAB <br />PER ELEVATION / <br />FINISH FLOOR FINISH FLOOR <br />SLOPE <br />��[ <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />GARAGE DOOR RECESSED SILL <br />SCALE: 1/2°=l'-0 RECESS WITH PAVERS <br />2x AT 24"O.C. MAX. <br />2x P.T. PLATE SECURED TO SLAB w/ <br />3" POWDER ACTUATED FASTENERS OR <br />TAPCONS 0 16" O.C. OR (2) Rows 12d 1 2 G.W.B. EA. SIDE <br />riiki �ienc a: in" nr � / " <br />'(1) #4 ROD CONT. ON <br />CHAIRS UNO <br />STEP CONDITION <br />os THICKENED SLAB @ GARAGE (NON -BEARING) <br />SCALE: 1 /2"=1'-0 <br />CLEAN COMP <br />PVC SLEEVE <br />1'-4° 0 2 STORY <br />F13 BEARING PENETRATION DETAIL <br />SCALE: 1 /2"=l'-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) #4 DIA. RODS <br />CONT. ON CHAIRS <br />CMU COL. PER (1) #5 REBAR AT EACH <br />FILLED CELL <br />PLAN 12" SQUARE C.M. . <br />c� <br />CMU STRUCK BOTH WAYS COL. PER PLAN (2) REBAR w/ <br />#5 REBAR #5 REBAR w <br />w/25" MIN LAP W I w/25" MIN LAP Q 25' LAP MIN. <br />� w > 0 EACH FILLED CELL <br />-O'-0" SLOPE -p -p Q POURED CURB 0'-0. SLOPE <br />LLJ FINISH GRADE <br />z z PAVERS OR SLAB PER SPEC. <br />m CD CONCRETE FOOTING m 4 <br />s.. I a' <br />o PER PLANMONOLITHIC FOUND. <br />CONIC. FOOTING PER PLAN <br />.. :..�..., ... 7 ; w/(2) #4 DIA. RODS <br />° 1I- CONT. ON CHAIRS PER PLAN <br />PER PLAN ,'-4 ®2 STOR+Y� F63D MASONRY COL. ON SPREAD FTG. <br />Pavers) MASONRY WALL CORNER ON SPREAD FTG. (Concrete) Fo4 EXT. MASONRY WALL @ GARAGE SCALE: 1/2"=,'-D <br />SCALE: 1 /2"=V-0 SCALE: 1/2"=l'-0 <br />8" C.M.U. WALL FINISH 2-1/2" @ IMPACT <br />PER ELEVATION GROUT BED DOOR PER SPEC Q <br />PAVERS PER SPEC PAVERS PER 3" DOOR PER SPEC <br />(THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS t <br />W DOOR THRESHOLD PER PLAN <br />YDOOR <br />PE � VARIES) <br />0'-0" F.F. � 0'-O° F.F. SLOPE O'-O" <br />L_j <br />SLOPE � <br />II �� MONOLITHIC FOUND. <br />t: — I w/(2) 14 DIA. RODS <br />CONT. ON CHAIRS. <br />1'—p)) <br />1'-4" 0 2 STORY <br />RECESS WITH SLAB <br />2x P.T. PLATE SECURED TO SLAB w/ <br />3° POWDER ACTUATED FASTENERS OR <br />TAPCONS 016' O.C. OR (2) ROWS 12d <br />GUN NAILS 012' O.C. <br />START SLOPE HERE 2" <br />SLOPE <br />FLUSH CONDITION <br />PENETRATING <br />PVC SLEEVE <br />SCALE: 1 /2"=V-0 <br />VI <br />2x AT 24"O.C. MAX. <br />1/2° G.W.B. EA. SIDE <br />PER PLAN ALT. BRICK <br />THRESHOLD <br />00 <br />Co 00 <br />e. [rilII IIITii t I �'• d — 3" — W a. .,. I MONOLITHIC FOUND. <br />1-0 MONOLITHIC MONOLITHIC FOUND. MONOLITHIC FOUND. 1'-O" — W/ (2) #4 DIA. RODS <br />„ w/(2) #4 DIA. RODS w 1-0 CONT. ON CHAIRS <br />1'-4 0 2-STORY /(2) #4 DIA. RODS — <br />CONT. ON CHAIRS CONT. ON CHAIRS 1'-4" • 2-STORY v�::: A III 1'-4° ®2 STO Y <br />ALT. FLUSH BRICK <br />EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) <br />SCALE: 1 /2"=l'-0 <br />ykl�9.1 <br />(1) #4 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2" CONC. <br />SLOPE SLAB <br />z <br />THICKENED SLAB EDGE <br />SCALE: 1/2"=l'-0 <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 CONT. Q <br />CONC. PER SCHEDULE W <br />Uj <br />SLOPE TO DRAIN <br />MONOLITHIC FOUND.'' <br />W/ (2) #4 DIA. <br />RODS CONT. ON <br />CHAIRS <br />F26 SHOWER RECESS <br />SCALE: 1/2-4-0 <br />SCALE: 1 /2"=1'-0 <br />hill MOM s►o/i ii" <br />orrommom <br />PAVERS TYP. <br />#4 BAR CONT <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />SCALE: 1 /2"=l'-0 <br />CORNER BAR WITH 25" <br />VERTICAL DOWEL <br /># `:.:• '; <br />MIN. LAP SPLICE EACH <br />AS REQ'D IN PLAN <br />' <br />SIDE. SAME SIZE AS <br />:j. <br />CONT. FOOTING STEEL. <br />ALTERNATE TO CORNER <br />: ";:� ; . ;..' _ . ,... <br />NUMBER OF CORNER <br />SPLICE: PROVIDE CONT. <br />STEEL REINF. BARS BENT <br />�'. <br />"`'`' <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 />25" MIN. <br />PER PLAN <br />LAP SPLICE <br />F12 REINF. PLACEMENT AT FTG. CORNERS <br />SCALE: 1 /2"=l'-0 <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />❑ THOMAS A. WEBER, PE <br />A.E. # 73242 FLORIDA <br />N BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />12/3/20 <br />DATE ,ll%illllli 11 <br />N. <br />flfllll46! <br />ID <br />^, <br />O <br />o <br />W <br />oU-) <br />1 <br />v <br />00 <br />c� <br />O <br />�00 <br />i'••1 <br />'dl� <br />Ln <br />� <br />O <br />v� <br />U <br />`Y' <br />c'>7 <br />c� <br />• <br />112:1 <br />.O <br />rr�� <br />V <br />� <br />w <br />b�D <br />c� <br />�--+ <br />N <br />1'C) <br />s <br />r~ <br />y%yj t�v <br />v <br />�m <br />•ry W <br />v <br />o_ <br />< M <br />O <br />O N <br />r 4 <br />--1 cn <br />M <br />00 w <br />:- Cn <br />� N [—•1 <br />� W <br />� Q <br />� o <br />O Q <br />L 0 <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX/XX/XXXX <br />PROJECT TYPE <br />Single Famfly_j <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Highgate <br />NPC CH'IM NU ER <br />2811.500 <br />SHEET <br />sto <br />