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(1) #5 REBAR w/LAP PER <br />COVERSHEET CMU COL. PER <br />8" C.M.U. FINISH PER ELEV. PLAN <br />#5 REBAR <br />w/LAP PER <br />OL -0'-0" PAVERS OR SLAB PER SLOPE COVERSHEET <br />FINISH GRADE SPEC. <br />W <br />00 <br />' �QZ <br />CONCRETE FOOTING °' 25 <br />MONOLITHIC FOUND. .., '. w REBAR AS NOTED o <br />W/ (2) #4 DIA. RODS ON FOUNDATION PLAN • ' + : + ' <br />CONT. ON CHAIRS 9" STARTER :. y • (IF REQUIRED) <br />COURSE <br />1-4 02 ST Y ALT. CMU SEAT @ 41 PER PLAN <br />=01 EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB Fwd MASONRY WALL CORNER ON SPREAD FTG. Pavers <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 3/4' RECESS IN SLAB 8" C.M.U. WALL FINI <br />PER ELEVATION PER ELEVATION <br />FINISH FLOOR --------FINISH FLOOR <br />:rz <br />W 4" W J <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 24'0.C. MAX. <br />2x P.T. PLATE SECURED TO SLAB w/ <br />3' POWDER ACTUAIID 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 />•" co <br />4 <br />1' —0' 6 1/2" (1) #4 ROD CONT. ON <br />CHAIRS LINO <br />STEP CONDITION <br />-0a THICKENED SLAB GARAGE (NON -BEARING) <br />SCALE: 1 /2"=1'-0 <br />CLEAN COMPI <br />PVC SLEEVE <br />1'-4' 0 2 STORY <br />F13 BEARING PENETRATION DETAIL <br />SCALE: 1 /2'=1'-0 <br />I <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 />SLOPE <br />— MONOLITHIC FOUND. <br />_ w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />1'-0" <br />1'-4' 0 2 STORY <br />RLCLSS WIIH 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'=1'-0 <br />2x AT 24'O.C. MAX. <br />1/2' G.W.B. EA. SIDE <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 />I -I I I -t I I I i I _1_ <br />(1) #5 REBAR AT EACH <br />CMU COL. PER <br />FILLED CELL <br />PLAN <br />#5 REBAR <br />CMU STRUCK BOTH WAYS <br />w/LAP PER <br />' " <br />—0 —0 <br />SLOPE <br />COVERSHEET <br />Q <br />POURED CURB <br />—0'-0„ <br />co <br />�Z <br />FINISH GRADE <br />CONCRETE FOOTING <br />;; :: ; ..:, <br />:; <br />I <br />m <br />00 <br />w/REBAR AS NOTED <br />ON FOUNDATION PLAN <br />—+•� : --- <br />..:..�. ,. <br />CD <br />Z <br />'I <br />o <br />—MONOLITHIC FOUND. <br />(IF REQUIRED) <br />�.... <br />, <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />PER PLAN <br />1' 4 ®2 sroRY <br />MASONRY WALL CORNER ON SPREAD FTG. <br />(Concrete) <br />Fo4 EXT. MASONRY WALL @ GARAGE <br />SCALE: 1/2'=1'-0 <br />SCALE: 1/2'=1'-0 <br />GROUT BED <br />- <br />2-1/2- ® IMPACT <br />DOOR DOOR PER SPEC <br />¢ <br />" <br />z <br />¢ <br />a <br />12' SQUARE C.M.. <br />COL PER PLAN (2) #5 REBAR w/ <br />w <br />Cr 25' LAP MIN. <br />0 EACH FILLED CELL <br />0'-0' SLOPE <br />PAVERS OR SLAB PER SPEC. <br />CONCRETE FOOTING w/REBAR <br />AS NOTED ON FOUNDATION PER PLAN <br />PLAN (IF REQUIRED) <br />Fob MASONRY COL. ON SPREAD FTG. <br />SCALE: 1/2'=1'-0 <br />PAVERS PER SPEC <br />J PAVERS PER <br />a_ <br />3 <br />W <br />o_ <br />DOOR PER SPEC <br />N (THICKNESS VARIES) DOOR THRESHOLD <br />SPEC (THICKNESS <br />rPE <br />W <br />� VARIES) <br />`;': <br />DOOR THRESHOLD <br />PER PLAN <br />0 _0° F.F. <br />_ FL <br />Y— <br />� <br />SLOPE <br />7 <br />y, <br />01 - " <br />PER PLAN <br />z <br />X <br />'—"-' <br />ALT. BRICKdK <br />PER PLAN <br />— — <br />THRESHOLD <br />00 <br />ill <br />3" <br />ri <br />' ' <br />I <br />w <br />MONOLITHIC FOUND. <br />1� �-0" <br />MONOLITHIC FOUND. <br />MONOLITHIC <br />FOUND. <br />1�-0" <br />_.. <br />i..: •i : <br />— <br />W/ (2) #4 DIA. RODS <br />— <br />w/(2) #4 DIA. RODS <br />w /(2) #4 DIA. RODS <br />. � <br />. _ <br />1 -0 " <br />CONT. ON CHAIRS <br />1'-4. ®2-STORY CONT. ON CHAIRS <br />CONT. ON CHAIRS <br />i'-4' 0 2-STORY <br />`, <br />_ <br />1'-4' <br />0 2 ST <br />Y <br />ALT. FLUSH BRICK <br />Fob EXTERIOR DOOR SILL @SGD (Pavers) <br />EXTERIOR DOOR SILL (@ ENTRY <br />(Pavers) <br />THRESHOLD <br />EXTERIOR DOOR SILL C@ ENTRY (Concrete) <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 />t—� <br />THICKENED SLAB EDGE <br />SCALE: 1 /2'=1'-0 <br />(1) #4 REINFORCMENT 4" SEE FOUNDATION PLAN 4" <br />BAR CONT. a <br />J <br />a <br />CONC. PER SCHEDULE W <br />SLOPE TO DRAIN <br />� : is : ,: ?.. .•,':f.•. <br />SHOWER RECESS <br />SCALE: 1 /2'=1'-0 <br />SCALE: 1 /2'=1'-0 <br />MrZol MON.. soil Tim <br />PAVERS TYP. <br />•'��"� � (1) #4 BAR CONT. <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />SCALE: 1/2'=1'-0 <br />LAP SPLICE <br />REINF. PLACEMENT AT FTG. CORNERS <br />SCALE: 1/2'=1'-0 <br />CORNER BAR WITH 25' <br />MIN. LAP SPUCE EACH <br />SIDE. SAME SIZE 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 />p <br />o <br />O <br />m <br />co <br />r--4 <br />00 <br />M <br />00 <br />� <br />n <br />N <br />U� <br />c� <br />O <br />l <br />0 <br />tom, <br />Ct <br />M <br />-r--+ <br />N <br />� <br />llkPulteUl'nc' fr-' <br />k <br />p <br />� <br />Q <br />G� <br />Z <br />r <br />rg <br />0 <br />� <br />� <br />H <br />4C <br />Q <br />Z <br />� <br />� <br />w <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX/XX/XXXX <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.,# ENGINEERING: PROJECT TYPE <br />29349 Sin le Famfl <br />11 THOMAS A. WEBER, PE <br />Q P.E. # 73242 FLORIDA <br />8 BENJAMIN NIESE, PE SPECIFICATION LEVEL <br />P.E. # 86025 FLORIDA Pulte <br />N 6/7/21 <br />DATE <br />PLAN NAME <br />H4,rhgate <br />ti btGE •��.'•. <br />r <br />.� NPC CHIM NU ER <br />.- <br />No. 8602 2811.500 <br />CV <br />O <br />N <br />SHEET <br />r S O <br />. Sim <br />a <br />IIl1I. <br />1 <br />