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4NF�(1) #5 REBAR w/ 25" LAP U.N.O. ',. C.M.U. FINISH PER ELEV. FINISH GRADE 00 o Z MONOLITHIC FOUND. - W/ (2) #4 DIA. RODS CONT. ON CHAIRS 9" STARTER COURSE - 1-4" M 2 STO Y ALT. CMU SEAT @ -1Y2" F01 EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB SCALE: 1/2'=1'-0 3/4" RECESS IN SLAB 10 1/2" 8" C.M.U. WALL FINISH PER ELEVATION FINISH FLOOR C/? An � Y er SLOPE '— MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. Fos GARAGE DOOR RECESSED SILL SCALE: 1/2"=1'-0 RECESS WITH PAVERS 2x AT 24"O.C. MAX. 2x P.T. PLATE SECURED TO SLAB w/ 3' POWDER ACTUATED FASTENERS OR TAPCONS 016' O.C. OR (2) ROWS 12d 1/2" G.W.B. EA. SIDE GUN NAILS ®12' O.C. STEP PER PLAN :SLOPE 1. :;- IN— Fl0" 6 1/2" (1) 14 ROD CONT. ON CHAIRS UNO CONDITIONSTEP Foa THICKENED SLAB@ GARAGE NON -BEARING SCALE: 1 /2"4-0 8" C.M.U. FINISH PER ELEV. FINISH FLOOR CLEAN COMPACTED FILL FINISH GRADE PVC SLEEVE 1'-4' 0 2 STORY F13 BEARING PENETRATION DETAIL SCALE: 1 /2"=1'-0 CMU COL PER PLAN PAVERS OR SLAB PER SLOPE ' SPEC. CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN .. (IF REQUIRED) PER PLAN MASONRY WALL CORNER ON SPREAD FTG. SCALE. 1/2"-1'-0 3/4" RECESS IN SLAB — FINISH FLOOR CMU COL. PER PLAN — #5 REBAR #5 REBAR w/25" MIN LAP � w/25" MIN LAP OIL -0'-0" SLOPE w w IV m � CONCRETE FOOTING m � w/REBAR AS NOTED o Z ON FOUNDATION PLAN (IF REQUIRED) PER PLAN iers) MASONRY WALL CORNER ON SPREAD FTG. (Concrete) (1) #5 REBAR AT FILLED CELL CMU STRUCK BOTH ldk-O'-O" 00 i 1'-4 Fo4 EXT, MASONRY WALL @ GARAGE 'CURED CURB -INISH GRADE IONOUTHIC FOUND. i/(2) #4 DIA. RODS :ONT. ON CHAIRS SCALE: 1/2"=1'-0 SCALE: 1/2"=1'-0 Z 8" C.M.U. WALL FINISH 2-1/2" � IMPACT PER ELEVATION DOOR DOOR PER SPEC Z GROUT BED PAVERS PER SPEC N � PAVERS PER 3" � DOOR PER SPEC (THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS w DOOR THRESHOLD � VARIES) 0'-0" F.F. SLOPE O'-O" F.F. SLOPE7, y '.. 0, SLOPE III - - MONOLITHIC FOUND. I w/(2) #4 DIA. RODS CONT. ON CHAIRS. 2x P.T. PLATE SECURED TO SLAB w/ 3' POWDER ACTUATED FASTENERS OR TAPCONS 016' O.C. OR (2) ROWS 12d GUN NAILS P 12' O.C. START SLOPE HERE 2" SLOPE FLUSH CONDITION PENETRATING PENETRATING PIPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS PVC SLEEVE VIEWI 2x AT 24"O.C. MAX. 1/2" G.W.B. EA. SIDE 8" C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP TIE (TYP.) MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS PLAN PER PLANml-� PER PLAN - g THRESHOLD z co f� ICI=ICI=ICI JICO00 =I 1 I_ 3" ICI_ ICI w I MONOLITHIC FOUND, MONOLITHIC FOUND. MONOLITHIC FOUND.--"'1'-O" n — W / (2) #4 DIA. RODS „ w/(2) #4 DIA. RODS GONT. ON CHAIRS 1'-4 ® 2-STORY w/(2) #4 DIA. RODS 1-4 2-STORY ® 2-STORY ` CONT. ON CHAIRS CONT. ON CHAIRS ` ~, III 1'-4" ® 2 STO Y ALT. FLUSH BRICK EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) SCALE: 1/2-4-0 FINISH (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2" CONC. SLOPE SLAB THICKENED SLAB EDGE SCALE: 1 /2"=1'-0 (1) #4 REINFORCME 4" SEE FOUNDATION PLAN 4" BAR CONT. CONC. PER SCHEDULE SCALE: 1 /2"=1'-0 NT z Q SLOPE TO DRAIN SHOWER RECESS SCALE: 1 /2"=1'-O PAVERS TYP. %////. i%1//. %//X/ 11 Imm (1) #4 BAR CONT COMPACTED FILL PAVER AT CONCRETE GRADE BEAM SCALE: 1 /2"=1'-0 �. CORNER BAR WITH 25" VERTICAL DOWEL :'. # ':� MIN. LAP SPLICE EACH AS REQ'D IN PLAN .` SIDE. SAME SIZE AS - CONT. FOOTING STEEL. ,.- ALTERNATE TO CORNER :. F .� NUMBER OF CORNER • - ; � :.::..' _._.. ... SPLICE: PROVIDE CONT. PARS EQUALS NUMBER STEEL REINF. BARS BENT v OF CONT. BARS AT CORNERS TO COMPLY WITH THE INTENT OF THE ` ' BUILDING CODE. NUMBER OF REBAR MIN. PER PLAN 25" LAP SPLICE Fie REINF. PLACEMENT AT FTG. CORNERS SCALE: 1 /2°=1'-0 m J � r-i v0c) O •r�..I VJ O 00 V ` v 2-1 `Y' r-� U cc5 rv� c1r) 7-4 V O bA (r) = 4-A N 0 PRODUCT MANAGER RELEASE DATE: XX XX XXXX WV# DA PTON C.O.A.# ARCHITECTURE. --- AA26002802 PROJECT TYPE G.O.A.# ENGINEERING: ,,,,;j 29349 Single Famfl a I] THOMAS A. WEBER, PE Q P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86025 FLORIDA Pulte 1/6/21 �s DATE cif, PLAN NAME CD 'F - Cedar f N NPC CHILD NUMBER N 2810.500 a) • ttl" SHEET s ra F S1.0 ,, 4 tz ''� S!owa �.�. a SHOWER RECESS SCALE: 1 /2"=1'-O PAVERS TYP. %////. i%1//. %//X/ 11 Imm (1) #4 BAR CONT COMPACTED FILL PAVER AT CONCRETE GRADE BEAM SCALE: 1 /2"=1'-0 �. CORNER BAR WITH 25" VERTICAL DOWEL :'. # ':� MIN. LAP SPLICE EACH AS REQ'D IN PLAN .` SIDE. SAME SIZE AS - CONT. FOOTING STEEL. ,.- ALTERNATE TO CORNER :. F .� NUMBER OF CORNER • - ; � :.::..' _._.. ... SPLICE: PROVIDE CONT. PARS EQUALS NUMBER STEEL REINF. BARS BENT v OF CONT. BARS AT CORNERS TO COMPLY WITH THE INTENT OF THE ` ' BUILDING CODE. NUMBER OF REBAR MIN. PER PLAN 25" LAP SPLICE Fie REINF. PLACEMENT AT FTG. CORNERS SCALE: 1 /2°=1'-0 m J � r-i v0c) O •r�..I VJ O 00 V ` v 2-1 `Y' r-� U cc5 rv� c1r) 7-4 V O bA (r) = 4-A N 0 PRODUCT MANAGER RELEASE DATE: XX XX XXXX WV# DA PTON C.O.A.# ARCHITECTURE. --- AA26002802 PROJECT TYPE G.O.A.# ENGINEERING: ,,,,;j 29349 Single Famfl a I] THOMAS A. WEBER, PE Q P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86025 FLORIDA Pulte 1/6/21 �s DATE cif, PLAN NAME CD 'F - Cedar f N NPC CHILD NUMBER N 2810.500 a) • ttl" SHEET s ra F S1.0 ,, 4 tz ''� S!owa �.�. a SCALE: 1 /2°=1'-0 m J � r-i v0c) O •r�..I VJ O 00 V ` v 2-1 `Y' r-� U cc5 rv� c1r) 7-4 V O bA (r) = 4-A N 0 PRODUCT MANAGER RELEASE DATE: XX XX XXXX WV# DA PTON C.O.A.# ARCHITECTURE. --- AA26002802 PROJECT TYPE G.O.A.# ENGINEERING: ,,,,;j 29349 Single Famfl a I] THOMAS A. WEBER, PE Q P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86025 FLORIDA Pulte 1/6/21 �s DATE cif, PLAN NAME CD 'F - Cedar f N NPC CHILD NUMBER N 2810.500 a) • ttl" SHEET s ra F S1.0 ,, 4 tz ''� S!owa �.�. a PRODUCT MANAGER RELEASE DATE: XX XX XXXX WV# DA PTON C.O.A.# ARCHITECTURE. --- AA26002802 PROJECT TYPE G.O.A.# ENGINEERING: ,,,,;j 29349 Single Famfl a I] THOMAS A. WEBER, PE Q P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86025 FLORIDA Pulte 1/6/21 �s DATE cif, PLAN NAME CD 'F - Cedar f N NPC CHILD NUMBER N 2810.500 a) • ttl" SHEET s ra F S1.0 ,, 4 tz ''� S!owa �.�. a