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(1) 15 REBAR w/LAP PER <br />COVERSHEET CMU COL. PER <br />8" C.M.U. FINISH PER ELEV. PLAN <br />—0'-011 <br />FINISH GRADE <br />i <br />o z <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS " 9' STARTER <br />1-0 COURSE y <br />ALT. CMU SEAT 0 -1V <br />EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB <br />SCALE: 1/2'=1'-0 <br />3/4' RECESS IN SLAB 10 1 /2" <br />FINISH FLOOR <br />w ,4",_ <br />GARAGE <br />PAVERS OR SLAB PER SLOPE ' <br />SPEC. <br />CONCRETE FOOTING <br />w/REBAR AS NOTED <br />ON FOUNDATION PLAN •.'; : ; +..•.: <br />(IF REQUIRED) <br />PER PLAN <br />o3c MASONRY WALL CORNER ON SPREAD FTG. i <br />\,.� SCALE 1/2-4-0 <br />8' C.M.U. WALL FINISH 3/4' RECESS IN SLAB — <br />PER ELEVATION <br />FINISH FLOOR <br />SLOPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />RECESSED SILL <br />SCALE 1/2'=1'-o RECESS WITH PAVERS <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 0 If O.C. <br />STEP PER PLAN <br />SLOPE jr.. _ <br />.4m . i. <br />1'-0" 61/2" <br />STEP CONDITION <br />THICKENED SLAB 0 GARAGE (NON-B <br />SCALE: 1 /2'=1'-0 <br />PVC SLEEVE <br />1'-4' 0 2 STORY <br />F13 BEARING PENETRATION DETAIL <br />SCALE: 1/2'=1'-0 <br />2x AT 24"O.C. MAX <br />11—D° <br />-47 0 2 STORY <br />—#5 REBAR <br />w/LAP PER <br />COVERSHEET <br />m C. <br />o z <br />-I g <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />CMU COL. PER PLAN MU REBAR AT EACH <br />LLEDD CELL <br />5 REBAR CMU STRUCK BOTH WAYS <br />w/LAP PER <br />-O�-O" SLOPE COVERSHEET <br />—01 —0 <br />CONCRETE FOOTING m oo <br />w/REBAR AS NOTED <br />ON FOUNDATION PLAN `' -�- of z <br />(IF REQUIRED) 1_" <br />1 ••. <br />1'-O" � <br />PER PLAN i'-4' ®2 <br />MASONRY WALL CORNER ON SPREAD FTG. (Concreted Fo4 EXT. MASONRY WALL @ GARAGE <br />SCALE 1/2'=1'-0 SCALE: 1/2"=1'-0 <br />2-1 /2" 0 IMPACT <br />POURED CURB <br />FINISH GRADE <br />T—MONOLTHIC FOUND. <br />w/(2) 14 DIA. RODS <br />CONT. ON CHAIRS <br />127 SQUARE C.Y. . <br />COL PER PLAN w (2) #5 REBAR w/ <br />25' LAP MIN. <br />0 EACH FILLED CELL <br />SLOPE <br />PAVERS OR SLAB PER SPEC. <br />CONCRETE FOOTING w/REBAR <br />AS NOTED ON FOUNDATION PER PLAN <br />PLAN (IF REQIN O) <br />Fow MASONRY COL. ON SPREAD FTG. <br />SCALE: 1/2"=1'-0 <br />GROUT BED <br />DOOR PER SPEC <br />PER SPEC <br />PAVERS PER <br />3" <br />a <br />DOOR PER SPEC <br />°ERS <br />CKNESS VARIES) DOOR THRESHOLD <br />LSL, <br />a <br />a <br />SPEC (THICKNESS <br />VARIES) <br />DOOR THRESHOLD <br />PER PLAN <br />n _n• F.F. <br />_ <br />' <br />�-`W— <br />SLOPE0_" <br />PER Al AN <br />X" <br />�""' <br />ALT. BRICK <br />- <br />I <br />PER PLAN <br />00 <br />::,= <br />THRESHOLD <br />3° <br />a <br />�,'' <br />— <br />MONOLITHIC FOUND. <br />—ter' <br />MONOLITHIC FOUND. <br />MONOLITHIC <br />FOUND. <br />1-0" <br />/ " <br />1-0 <br />CONT. ON CHAIRS <br />t.. ..,y <br />1 <br />1-4 0 2-STORY <br />w/(2) J4 DIA. RODS <br />CONT. ON CHAIRS <br />w 2 <br />/() #4 DIA. RODS <br />1'-4' 0 2-STORY <br />y <br />': <br />CONT. ON CHAIRS <br />�` `� . :; <br />ALT. FLUSH BRICK <br />1'-4' 0 2 ST <br />Y <br />Foi EXTERIOR DOOR SILL @SGD <br />Pavers <br />EXTERIOR DOOR SILL ENTRY <br />Pavers <br />THRESHOLD <br />EXTERIOR DOOR SILL ENTRY Concrete <br />SCALE: 1/2'=1'-0 <br />SCALE: 1/2'=1'-0 <br />SCALE 1/2'=1'-0 <br />1/2' G.W.B. EA. SIDE (1) #4 ROD CONT. ON <br />2x P.T. PLATE SECURED TO SLAB w/ CHAIRS <br />3' POWDER ACTUATED FASTENERS OR 2x AT M.C. MAX. <br />rAPCaNs ®ts' O.C.OR (2) Rows t2d TYPICAL 3 1/2° CONC. <br />FINISH GRADE <br />GUN NAILS 012• D.C. SLAB <br />o START SLOPE HERE 2" 1/2' G.W.B. EA. SIDE. <br />,w <br />SLOB <br />-(1) #4 ROD CONT. ON " 4 <br />CHAIRS UNO <br />FLUSH CONDITION <br />ING) F11 THICKENED SLAB EDGE <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />FINISH GRADE <br />PENETRAIING PIPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />PENETRATING <br />PVC SLEEVE <br />SCALE 1/2'=1'-0 <br />a <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 />SCALE: 1/2'4-0 <br />(1) 14 REINFORCMENT 4" <br />SEE FOUNDATION PLAN <br />4" <br />BAR CONT. <br />CONC. PER SCHEDULE <br />w <br />SLOPE TO DRAIN <br />:r <br />SHOWER RECESS <br />SCALE 1/2'=1'-O <br />WALL HEIGHT PER PLAN <br />BOND BEAM PER PLAN <br />+14 <br />(1) #5 REBAR w/ <br />LAP PER <br />COVERSHEET <br />FINISH GRADE PER <br />FINISH GRADE <br />PLAN <br />MASONRY WALL ON <br />SCALE 1/2'=1'-0 <br />PAVERS PER PLAN <br />114 (2) #4 REBAR <br />DNTINUOUS FTG. <br />PAVERS TYP. <br />offm <br />/o ;W1110. ONO <br />Limm <br />In= mr <br />(1) 14 BAR CONT. <br />COMPACTED ALL <br />PAVER AT CONCRETE GRADE BEAM <br />VERTICAL DOWEL - <br />AS REQ'D IN PLAN <br />LAP SPLICE <br />F12 REINF, PLACEMENT AT FTG. CORNERS <br />SCALE 1/2"=1'-0 <br />CORNER BAR WITH 25" <br />MIN. LAP SPLICE EACH <br />SIDE. SAME SZE AS <br />CONT. FOOTING STEEL <br />NUMBER OF CORNER <br />BARS EQUALS NUMBER <br />OF CONT. BARS <br />NUMBER OF REBAR <br />PER PLAN <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # @6025 FLORIDA <br />3/31 /21 <br />DATE %J1111111, <br />4ti�i.• <br />6025 <br />�44FRio; <br />•�`� <br />f1/111111 <br />O <br />co <br />r_4 <br />v <br />°O <br />M <br />� <br />� <br />o <br />GAO <br />A"' <br />v� <br />v <br />� <br />U <br />1c; <br />M <br />bb <br />co <br />N <br />� <br />*PulteGroup- <br />SD <br />T <br />N <br />v <br />o <br />O <br />00 <br />O <br />00 <br />`O <br />v <br />� Q <br />43 <br />G O <br />all <br />o Q <br />-�c Z <br />.o <br />0 <br />PRODUCT MANAGER <br />IRELEASE <br />DATE: XX /XX /XXXX <br />PROJECT TYPE <br />Single Fan <br />SPECIFICATION LEVEL <br />Pi lte <br />PLAN NAME <br />Hi h ate <br />NPC CHfM NUMBER <br />2811.500 <br />SHEET <br />si . 0 <br />