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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 />OIL-O'-O" PAVERS OR SLAB PER SLOPE <br />FINISH GRADE SPEC. <br />00 '. <br />I - <br />o Z CONCRETE FOOTING <br />MONOLITHIC FOUND. .�': '� PER PLAN <br />W/ (2) #4 DIA. RODS ;.%:;:: <br />CONT. ON CHAIRS " 9" STARTER e . y <br />-0 COURSE <br />ALT. CMU SEAT 0 41 PER PLAN <br />�01 EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB Fox MASONRY WALL CORNER ON SPREAD FTG. <br />SCALE: 1/2'=1'-0 SCALE: 1/2'=1'-0 <br />8" C.M.U. WALL FINISH <br />3/4' RECESS IN SLAB 10 1/2 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 />1'-4' 0 2 STORY <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' PONDER ACTUATED 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 />_Sr::::, <br />LOPE ,'.. <br />•`" I cD <br />4 <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 COMPI <br />PVC SLEEVE <br />1'-4' 0 2 STORY <br />F13 BEARING PENETRATION DETAIL <br />SCALE: 1 /2"=1'-0 <br />DE <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 />y1►16�1 <br />CMU COL. PER <br />PLAN <br />-#5 REBAR <br />w/25" MIN LAP W <br />-0'-0" SLOPE <br />v, o Q Z <br />m ( CONCRETE FOOTING <br />PER PLAN <br />=%� . ... j- <br />PER PLAN <br />rers) MASONRY WALL CORNER ON SPREAD FTG. i <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />- #5 REBAR CMU STRUCK BOTH WAYS <br />w/25" MIN LAP <br />POURED CURB <br />OIL-O,-O" <br />oZ <br />FINISH GRADE <br />.a. <br />m Cam) 00 <br />I <br />o Z C=>i -MONOLITHIC FOUND. <br />w/(2) #4 DIA RODS <br />-u <br />.1I CONT. ON CHAIRS <br />1'-4 0 2 STORRYY <br />EXT. MASONRY WALL @ GARAGE <br />SCALE: 1/2"=1'-0 SCALE: 1/2'=1'-0 <br />2-1 2 ® IMPACT <br />8" C.M.U. WALL FINISH DOOR " a <br />PER ELEVATION DOOR PER SPEC Q " � <br />GROUT BED PAVERS PER SPEC 1 PAVERS PER 3 a DOOR PER SPEC <br />'' (THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS <br />SLOPE <br />-I - ..MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />RLIULSS WITH SLM <br />THICKENED SLAB EDGE <br />SCALE: 1/2"=1'-0 <br />PENETRATING <br />PVC SLEEVE <br />(1) #4 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2" CONIC, <br />SLAB <br />z <br />SLOPE n VARIES) DOOR THRESHOLD PER PLAN <br />F_ 0'-O' F.F. SLOPE Q'- " <br />PER PLAN <br />- z <br />THRESHOLD <br />ALT. BRICK PER PLAN <br />11= I I—III—h i o p i t-1 I I J '' 00 <br />.: ri 1 I-1 I —I I LI I- I I-1 �- <br />II I I1=—L1=1 I i 1I- <br />` ' W - MONOLITHIC FOUND. <br />1� -0" MONOLITHIC FOUND. MONOLITHIC FOUND. 1'-0" t - CO (2) #4 DIA. RODS <br />'�-�- w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS 1'-0" CONT. ON CHAIRS <br />1'-4' ®2-STORY CONT. ON CHAIRS CONT. ON CHAIRS 1'-4' ®2-STORY I 1'-4 <br />ALT. FLUSH BRICK <br />EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) THRESHOLD EXTERIOR DOOR SILL Cad ENTRY (Concrete) <br />SCALE: 1/2'4-0 SCALE 1/2'=1'-0 <br />PAVERS TYP. <br />•III�u (1) #4 BAR CONT. <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />CORNER BAR WITH 25' <br />VERTICAL DOWEL <br />:l <br />MIN. LAP SPLICE EACH <br />AS REQ'D IN PLAN <br />.` <br />SIDE. SAME SIZE AS <br />• <br />CONT. FOOTING STEEL <br />ALTERNATE TO CORNER <br />= = <br />;;` ' ' <br />NUMBER OF CORNER <br />SPLICE PROVIDE CONT. <br />STEEL REINF. BARS BENT <br />y" "'� <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'=1'-0 <br />8" C.M.U. FINISH <br />PER ELEV. <br />CONCRETE SLAB ON <br />CLEAN COMPACTED FILL 1/8' SAW CUT <br />FINISH FLOOR <br />SAW CUT <br />LOOP TIE (TYP.) <br />(1) #4 REINFORCMENT 4 <br />SEE FOUNDATION PLAN 4" <br />ZZ <br />BAR CONT. <br />Q <br />CONC. PER SCHEDULE <br />a <br />_ <br />SLOPE TO DRAIN <br />MONOLITHIC FOUND. <br />_ <br />W/ (2) #4 DIA. <br />RODS CONT. ON <br />NOTE: <br />CHAIRS <br />SAWED JOINT SHALL BE CUT WITHIN 24 HRS. OF CONCRETE PLACEMENT. <br />Fes SHOWER RECESS <br />F39 , TYPICAL SAW CUT JOINT <br />SCALE: 1/2"4-0 <br />SCALE: 1 /2'=1'-0 <br />SCALE: 1 /2'=1'-0 <br />30"x30"x12" CONC. <br />FTG. w/ (3) #4 <br />r REBAR EA. WAY <br />VEHICLE SIDE OF PEDESTAL <br />z <br />m <br />Q <br />30" <br />GAS WATER HEATER PEDESTAL <br />SCALE 1/2'=1'-0 <br />REBAR 3' <br />OM TOP & 10' <br />ND ® BOTTOM <br />LOCATE PER ARCHITECTURAL DRAWINGS <br />0 <br />0 <br />C.O.A.# ARCHITECTURE: <br />o <br />AA26002802 <br />C' <br />C.O.A.# ENGINEERING: <br />0 <br />0 <br />29349 <br />O THOMAS A WEBER, PE <br />P.E. # 73242 FLORIDA <br />o <br />■ BENJAMIN NIESE, PE <br />Fn <br />P.E. # 86025 FLORIDA <br />12-13-2019 <br />ATE `��iilt11�1� <br />` 60 <br />F ORIO <br />y S..... <br />IONAL <br />J <br />1 <br />O <br />0 <br />M <br />co <br />1 <br />r ..4 <br />00 <br />O <br />QO <br />Lf3 <br />W <br />0 <br />`Y4 <br />U <br />�C <br />cd <br />C <br />N <br />a <br />tPulte uro uuN .. <br />PRODUCT MANAGER <br />RELEASE <br />DATE: 11 08 2019 <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICATION LEVEL <br />Pulte <br />1PLAN NAME <br />NPC CHILD NUMBER <br />2375.500 <br />SHEET <br />S1.0 <br />