Laserfiche WebLink
Ll oillm m- <br />Ll <br />a <br />(1) 15 REBAR wl 25' LAP <br />U.N.O. CMU COL. PER <br />8* C.M.U. FINISH PER ELEV. PLAN <br />OIL-O,-O. <br />FINISH GRADE <br />00 <br />MONOLITHIC FOUND. ------ <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS 9' STAR -TER <br />-0. COURSE _ . . <br />�1-4- 0 2ST Y ALT. CMU SEAT 0 -V� <br />FROM <br />Fol � EXTERIOR MASONRY WALL FTG TOP OF SLAB <br />PAVERS OR SLAB PM SLOPE <br />SPEC. I I <br />CONCRETE FOOTING <br />PER PLAN <br />PER PLAN <br />MASONRY WALL CORNER ON SPREAD FTG. <br />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 <br />FINISH FLOOR— PER ELEVATION FINISH FLOOR <br />- �23\ <br />SLOPE <br />MONOLITHIC FOUND. <br />wA2) #4 DIA- RODS <br />CONT. ON CHAIRS. <br />GARAGE DOOR RECESSED SILL <br />SCALE: 1/2'=1'-0 RECESS WITH PAVERS <br />2x P.T. PLATE SECURED TO SLAB wl 2x AT 24'0.C. MAX <br />Y P01110 ACTLIA11D FASTENERS OR <br />TAPCONS 0 1C O.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE <br />GUN NAILS I If O.C. <br />STEP PER PLAN <br />SLOPE <br />0. 6 1l2p (1) 14 ROD CONT ON <br />OM UNO <br />STEP CONDITION <br />THICKENED SLAB @ GARAGE (NON-BEARINg--- <br />SCALE 1/2"=1'-O <br />PVC SLEEVE <br />1'4 6 2 STORY <br />Fu \\, BEARING PENETRATION DETAIL <br />SCALE 1/2-4-0 <br />I <br />CMU COL PER <br />PLAN <br />—#5 REBAR <br />w/25" MIN LAP <br />oL-O'-O- SLOPE <br />IF m CONCRETE FOOTING <br />PER PLAN <br />PER PLAN <br />iers) MASONRY WALL CORNER ON SPREAD FTG. <br />SCALE 1/2*=I'-0 <br />�-4 <br />8' C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />.1 n-wCONT. ON CHAIRS. <br />1'-4! 0 2 STORY <br />RECESS WITH <br />2x P.T. PLATE SEW TO SLAB v/ --\ <br />,V POWDER AMU FASTENERS OR <br />TAP= 0 IC O.C. OR (2) ROWS 12d <br />GUN NAILS 0 If K <br />START SLOPE HERE----\ <br />SLOPE <br />8' C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />FINISli MADE PENETRATING <br />PENIEIRATING PIPE <br />MONOLITHIC FOUND. <br />wA2) 14 DIA. RODS <br />CONT. ON CHAIRS <br />PVC SLEEVE <br />SCALE: 114'4-0 <br />—15 REBAR <br />w/25" MIN LAP <br />m CD <br />(1) 15 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />l' 0' <br />EXT. MASONRY WALL @ GARAGE <br />SCALE 1/2*=1'-0 <br />POURED CURB <br />FINISH GRADE <br />—MONOLITHIC FOUND. <br />wA2) J4 DIA. RODS <br />CONT. ON CHAIRS <br />W SQUARE C.M. <br />COL PER PLAN (2) 15 REBAR w/ <br />25' UP MIN. <br />0 EACH FILLED CELL <br />OILOI-O* SLOPE <br />PAVERS OR SLAB PER SPEC, <br />CONC. FOOTING PER PLAN <br />PER PLAN <br />rq--DMASONRY COL. ON SPREAD FTG. <br />2-gl2* 0 IMPACT <br />GROUT BED <br />I <br />DO <br />Do' PA <br />PAVERS PER SPEC <br />DOOR PER SPEC <br />ca— <br />PAVERS PER <br />(-3� <br />Q— <br />DOOR PER SPEC <br />(THICKNESS VARIES) <br />(THICKNESS <br />DOOR THRESHOLD <br />SPEC (THICKNESS <br />DOOR THRESHOLD <br />PER PLAN <br />E <br />SLOPE <br />SLOP <br />F.E. I <br />SLOPE <br />V <br />AK -0" <br />$6-T <br />PER PLAN <br />>< <br />ALT. BRICK <br />OL PER PLAN <br />00 <br />. <br />.. .... <br />loo <br />lc::, <br />THRESHOLD <br />00 <br />M <br />II <br />I1IF <br />(3 <br />MONOLITHIC FOUND. <br />F, <br />'-0" <br />MONOLITHIC FOUND. <br />MONOLITHIC: <br />FOUND. <br />W/ (2) #4 DIA. RODS <br />q <br />l'-4* 0 2-STORY <br />wA2) 14 DIA. RODS wA2) #4 DIA. RODS <br />l'-4* 0 2-STORY <br />L <br />L <br />CONT. ON CHAIRS <br />CONT. ON CHAIRS <br />CONT. ON CHAIRS <br />ALT. FLUSH BRICK 1'-4- <br />0 2 ST&Y <br />EXTERIOR DOOR SILL @SGD <br />(Pavers) <br />EXTERIOR DOOR SILL @ ENTRY <br />(Pavers) <br />THRESHOLD UTERIOR DOOR SILL <br />@ ENTRY <br />(Concrete) <br />SCAM 1/27=1'-0 <br />SCAM 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 />FINISH GRADE --\ SLOPE SLAB <br />1/2' G.W.B. EA. SIDE ..... <br />..� •.i•. <br />rarl. <br />FLUSH CONDITION <br />THICKENED SLAB EDGE <br />PAVERS TYP. <br />(1) #4 BAR CONT. <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />VERTICAL DOWEL - <br />AS REUD IN PLAN <br />I# SPLICE <br />REINF. PLACEMENT AT FTG. CORNERS <br />SCALE 1/2*=I'-0 SCALE: 1/2'=1'-0 <br />8' C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />LOOP TIE (TYP.) (1) 14 REINFORCMENT SEE FOUNDATION PLAN 4 <br />BAR CONT. <br />CONC. PER SCHEDULE — <br />Uj <br />SLOPE TO BRAIN <br />MONOLITHIC FOUND. <br />W (2) #4 DIA. <br />RODS CONT. ON <br />CHAIRS <br />SHOWER RECESS <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 />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 />0 BENJAMIN NIESE, PE <br />P.E.#86025 FLORIDA <br />12-/3/20 <br />DATE.,,,%% <br />STATE OF <br />��''SSrowA►. E�.• <br />O <br />co <br />co <br />0 <br />ul) <br />00 <br />� <br />u-j <br />U <br />o <br />m <br />Co <br />N <br />1� <br />lirPulteGroup- <br />PRODUCT MANAGER <br />RELEASE <br />DATE: xx/xx/xxxx <br />PROJECT TYPE <br />Single Famfly <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Highgate <br />NPC CHI NU <br />2811.500 <br />SHEET <br />s1.o <br />