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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 />I <br />-O'-O" PAVERS OR SLAB PER SLOPE <br />FINISH GRADE SPEC. —` <br />co <br />.},. <br />I - <br />o CONCRETE FOOTING <br />MONOLITHIC FOUND. PER PLAN <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS " 9' STARTER y <br />1 -0 COURSE <br />1-4° ®2 ST Y ALT. CMU SEAT @ -1Y" PER PLAN <br />=01 EXTERIOR MASONRY WALL FTG FROM TOP of SLAB F03C 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 <br />/ PER ELEVATION 3/4' RECESS IN SLAB — <br />FINISH FLOOR�� FINISH FLOOR <br />SLOPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. 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 SLAB w/ <br />3' POWDER ACTUATED FASTENERS OR <br />TAPCONS ®16' O.C. OR (2) ROWS 12d 1/2" GAB. EA. SIDE <br />GUN NAILS 012' O.C. <br />STEP PER PLAN <br />SLOPE .�, .,,.•,.., <br />4n <br />1'-0" 6 1/2' (1) #4 ROD CONT. ON <br />CHAIRS UNO <br />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'=1'-0 <br />Q <br />Lnn <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 />30"x3O"xl2' CONC. <br />FTG. w/ (3) #4 <br />r REBAR EA. WAY <br />VEHICLE <br />HICLE SIDE OF PEDESTAL <br />30" <br />GAS WATER HEATER PEDESTAL <br />SCALE: 1/2'=1'-0 <br />Lu <br />0 <br />REBAR 3" <br />OM TOP & 10" <br />ND @ BOTTOM <br />LOCATE PER ARCHITECTURAL DRAWINGS <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 — <br />PENETRATING <br />PVC SLEEVE <br />SCALE: 1/2"=1'-0 <br />HLCE55 WITH SLAB <br />CMU COL. PER <br />PLAN <br />—#5 REBAR <br />I <br />#5 REBAR <br />w/25" MIN LAP <br />� <br />w/25" MIN LAP <br />OIL -O'-O" ' SLOPE <br />oo� <br />cui <br />m <br />CONCRETE FOOTING P.: <br />m C <br />PER PLAN <br />oZ <br />a•�: •:.: <br />oZ <br />PER PLAN <br />Hers) <br />MASONRY WALL CORNER ON SPREAD FTG. <br />(Concrete) <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />MONOLITHIC FOUND. <br />02) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />2x AT 24"O.C. MAX. <br />1/2' G.W.B. EA. SIDE <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />POURED CURB <br />FINISH GRADE <br />o —MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />tl _ " CONT. ON CHAIRS <br />1'-4° 9 2 STORY <br />EXT. MASONRY WALL @ GARAGE <br />SCALE: 1/2'4-0 <br />SCALE: 1/2"=1'-O <br />2-1/2' 0 IMPACT <br />GROUT BED <br />DOOR <br />PAVERS PER SPEC <br />DOOR PER SPEC <br />PAVERS PER <br />(THICKNESS VARIES) <br />DOOR THRESHOLD <br />SPEC (THICKNESS <br />VARIES) <br />F. <br />SLOPE <br />0'- ° .F. <br />SLOPE <br />PER PLAN <br />co <br />' <br />`''v . <br />III—III=1 I I <br />I-1 � I—III-1 <br />ICI=11�I��IIII- <br />00 o <br />� <br />:. �• <br />;,,.; ..<— <br />I C I —I � I <br />�•`e�: <br />1� <br />MONOLITHIC FOUND. <br />MONOLITHIC FOUND.---' <br />1'-4�" 2-STORY- <br />w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS „ <br />CONT. ON CHAIRS CONT. ON CHAIRS 1-4 0 2-STORY <br />EXTERIOR DOOR SILL @SGD (Pavers) <br />EXTERIOR DOOR SILL <br />@ ENTRY <br />(Pavers) <br />SCALE: 1/2°=1'-O <br />SCALE: 1/2"=1'-0 <br />(1) #4 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2' CONC. <br />FINISH GRADE SLAB <br />SLOPE <br />THICKENED SLAB EDGE <br />SCALE: 1/2'=1'-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" 11, <br />BAR CONT. <br />a <br />CONC. PER SCHEDULE W <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'=1'-0 <br />WALL HEIGHT PER PLAN <br />BOND BEAM PER PLAN <br />(1) #5 REBAR <br />w/30' LAP MIN. <br />FINISH GRADE PER FINISH GRADE <br />PLAN , <br />o <br />-I 7PAVERS PER PLAN <br />(2) #4 REBAR <br />MASONRY WALL ON CONTINUOUS FTG. <br />SCALE: 1 /2"=1'-0 <br />PAVERS TYP. <br />MOO iiiii sWWI <br />X(1) #4 BAR CONT <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />12" SQUARE C.M. . <br />COL PER PLAN w (2) #5 REBAR w/ <br />5 LAP MIN. <br />@ EACH FILLED CELL <br />O'-0" SLOPE <br />PAVERS OR SLAB PER SPEC. : v • : •: :Y <br />CONC. FOOTING PER PLAN <br />PER PLAN <br />Fo3o MASONRY COL. ON SPREAD FTG. <br />SCALE: 1/2'=1'-0 <br />DOOR PER SPEC <br />DOOR THRESHOLD <br />PER PLAN <br />ldk 0'-O" <br />T. BRICK <br />�:OiL <br />PER PLAN <br />IRESHOLD <br />00 <br />.: <br />U=jII—_I II�I <br />;:, '• : <br />I _ - <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />1'-O" <br />CONT. ON CHAIRS <br />ALT. FLUSH <br />BRICK <br />1'-4' 0 2 STO <br />Y <br />THRESHOLD <br />EXTERIOR DOOR SILL @ ENTRY (Concrete) <br />SCALE: 1/2"=1'-0 <br />;: •, ;. <br />CORNER BAR WITH 25" <br />VERTICAL DOWEL <br />:' <br />#- `' <br />MIN, LAP SPLICE EACH <br />AS REQ'D IN PLAN <br />SIDE. SAME SIZE AS <br />CONT. FOOTING STEEL <br />ALTERNATE TO CORNER <br />N <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 />•. <br />WITH THE INTENT OF THE <br />+ : <br />'•' `•�:`;.`�. <br />,'�;•' <br />BUILDING CODE. <br />NUMBER OF REBAR <br />25" MIN. <br />PER PLAN <br />LAP SPLICE <br />Fu REINF. PLACEMENT AT FTG. CORNERS <br />SCALE: 1/2°=1'-0 <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />❑ THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />1012120 <br />DATE,`j1111 <br />.`�44b ►' sic <br />2 <br />At <br />0ATE OFF: <br />• ,• <br />^1 <br />0 <br />L <br />Vr <br />�Lf <br />00 <br />cn <br />� <br />O <br />O <br />♦ <br />00 <br />d1 <br />a <br />U� <br />r <br />d'+ <br />c+� <br />O <br />N <br />as <br />*PulteGroup- <br />ro. <br />s <br />N <br />v <br />o_ <br />< M <br />0 <br />O C-4 <br />00 wPZ' <br />� <br />O � w <br />pQ O <br />c <br />ic <br />O oz <br />O <br />PRODUCT MANAGER <br />RELEASE <br />DATE: xx /xx /xxxx <br />PROJECT TYPE' <br />Single Family <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Hi h ate <br />NPC CH'IM NU ER <br />2811,500 <br />1 <br />SHEET <br />S1.0 <br />