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(1) #5 REBAR w/ 25" LAP U.N.O. CMU COL. PER 8" C.M.U. FINISH PER ELEV. PLAN OdL —D'—O" FINISH GRADE 00 MONOLITHIC FOUND. - W/ (2) #4 DIA. RODS '� e CONT. ON CHAIRS 9" STARTER COURSEaf 1-4" 0 2 ST Y ALT, CMU SEAT @ —1Y" =01 EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB SCALE: 1/2"=1'-0 3/4" RECESS IN SLAB 10 1 /2" FINISH FLOOR w ,•4 . PAVERS OR SLAB PER SLOPE ' SPEC. CONCRETE FOOTING PER PLAN PER PLAN D3�MASONRY WALL CORNER ON SPREAD FTGWALL CORNER ON SPREAD FTG. SCALE: 1/2"=1'-0 8" C.M.U. WALL FINISH PER ELEVATION 3/ 4 RECESS IN SLAB - FINISH FLOOR SLOPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. GARAGE DOOR RECESSED SILL SCALE: 1/2"=1'-0 RECESS WITH PAVERS 2x P.T. PLATE SECURED TO SLAB w/ 2z AT 24"O.C. MAX. 3' POWDER ACTUATED FASTENERS OR TAPCars 0 16' O.C. OR (2) Rows 12d 1/2" G.W.B. EA. SIDE GUN NAILS 012' O.C. STEP PER PLAN SLOPE m4" CD 1�-0" 6 1/2" (1) #4 ROD CONT. ON CHAIRS UNO os THICKENED SLAB @ GARAGE NON -BEARING SCALE: 1 /2"=1'-0 8" C.M.U. FINISH PER ELEV. FINISH FLOOR CLEAN COMP FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS PVC SLEEVE 1'-4' 0 2 STORY F13 BEARING PENETRATION DETAIL SCALE: 1 /2"=1'-0 30"x30"x12" CONC. FTG. w/ (3) #4 r REBAR EA. WAY L J VEHICLE SIDE OF PEDESTAL z U m J Cn �. 30' I. GAS WATER HEATER PEDESTAL SCALE: 1/2"=1'-0 n \ REBAR 3" OM TOP & 10" ND @ BOTTOM LOCATE PER ARCHITECTURAL DRAWINGS - #5 REBAR w/25" MIN LAP L,, c0 0 Z mof C-D o z 8" C.M.U. WALL FINISH PER ELEVATION SLOPE (I MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2" CONC. FINISH GRADE SLAB SLOPE 011 THICKENED SLAB EDGE SCALE: 1 /2"=1'-0 PENETRATING PVC SLEEVE SCALE: 1 /2"=1'-0 8" C.M.U. FINISH PER ELEV, FINISH FLOOR LOOP TIE (TYP.) MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS CMU COL. PER - PLAN CIO CONCRETE FOOTING PER PLAN PER PLAN MASONRY WALL CORNER ON SPREAD FTG. #5 REBAR w/25" MIN LAP w _j Q Z mc-D z (1) #5 REBAR AT EACH - FILLED CELL CMU STRUCK BOTH WAYS POURED CURB FINISH GRADE a- o —MONOLITHIC FOUND. w/(2) #4 DIA. RODS li '_ " CONT. ON CHAIRS V-4" ® 2 STORTORY EXT. MASONRY WALL @ GARAGE SCALE: 1/2"=1'-0 SCALE: 1/2"=1'-0 _00 Z 2-1/2" @ IMPACT CL- GROUT BED DOOR DOOR PER SPEC Q 12' SQUARE C.M.. COL PER PLAN w (2) #5 REBAR w/ cc 25" LAP MIN. 0 EACH ALLIED CELL 0'-0" SLOPE PAVERS OR SLAB PER SPEC. CONC. FOOTING PER PLAN PER PLAN Fo3D MASONRY COL. ON SPREAD FTG. SCALE: 1 /2"=1'-0 x PAVERS PER SPEC PAVERS PER 3 Ui DOOR PER SPEC � OP (THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS VARIES) `="= DOOR THRESHOLD PER PLAN F_OPE SLR 0'-0" F.F. SLOPE Q'—Q" PER PLAN X �' ALT. BRICK PER PLAN Z e. . •' .. J ... a....-. IL E � a• THRESHOLD ICI=1�I=1—` II III00 �1- 1�1=1111=1�1—I�I- • ; �111- " : •_. III —I I I Uj MONOLITHIC FOUND. MONOLITHIC FOUND. MONOLITHIC FOUND."'1'—O" - W/ (2) #4 DIA. RODS W/(2) #4 DIA. RODS w/(2) #4 DIA. RODS - 1-0 CONT. ON CHAIRS 1'-4' 0 2-STORY CONT. ON CHAIRS 1'-4` 2-STORY III 1'-4 CONT. ON CHAIRS ALT. FLUSH BRICK EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL ENTRY (Pavers) THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) SCALE: 1/2"=1'-0 PAVERS TYP. 14--u 4 X (1) #4 BAR CONT. COMPACTED FILL PAVER AT CONCRETE GRADE BEAM (1) #4 REINFORCME 4,. SEE FOUNDATION PLAN 4" BAR CONT. CONIC. PER SCHEDULE co SCALE: 1/2'=1'-0 SCALE: 1/2"=1'-0 PAVERS TYP. 14--u 4 X (1) #4 BAR CONT. COMPACTED FILL PAVER AT CONCRETE GRADE BEAM (1) #4 REINFORCME 4,. SEE FOUNDATION PLAN 4" BAR CONT. CONIC. PER SCHEDULE co SCALE: 1/2'=1'-0 SCALE: 1/2"=1'-0 •;, CORNER BAR WITH 25" VERTICAL DOWEL `• .'• j MIN. LAP SPLICE EACH AS REQ'D IN PLAN SIDE. SAME SIZE AS CONT. FOOTING STEEL. ALTERNATE TO CORNER -'-,-;=� . ;::.• �.� s•.: NUMBER OF CORNER SPLICE: PROVIDE CONT. STEEL REINF. BARS BENT , ' '`" .' - .'' �• .^.°,: ``, BARS EQUALS NUMBER OF CONT BARS AT CORNERS TO COMPLY f •~ .:.:� WITH THE INTENT OF THE : ••'. BUILDING CODE. NUMBER OF REBAR 01 25" MIN. PER PLAN LAP SPLICE F12 REINF. PLACEMENT AT FTG. CORNERS SCALE: 1/2"=1'-0 NT z Q Of a SLOPE TO DRAIN L. .f. .r . SHOWER RECESS SCALE: 1/2`=1'-0 C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 ❑ THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 8 BENJAMIN NIESE, PE P.E. # 66025 FLORIDA 12-13-2019 DA;E`,�j�i illltlll,JJ NS O. ra a lltllllli oC:> o� M 00 c'n O VJ O 00 d� ►� O U `Y' al •'■.� N 4 bIJ N � *PulteGroup PRODUCT MANAGER RELEASE DATE: 11 /08 /2019 PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Hanover NPC CHILD NUMBER 2375.500 SHEET si 0 .r . SHOWER RECESS SCALE: 1/2`=1'-0 C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 ❑ THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 8 BENJAMIN NIESE, PE P.E. # 66025 FLORIDA 12-13-2019 DA;E`,�j�i illltlll,JJ NS O. ra a lltllllli oC:> o� M 00 c'n O VJ O 00 d� ►� O U `Y' al •'■.� N 4 bIJ N � *PulteGroup PRODUCT MANAGER RELEASE DATE: 11 /08 /2019 PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Hanover NPC CHILD NUMBER 2375.500 SHEET si 0 *PulteGroup PRODUCT MANAGER RELEASE DATE: 11 /08 /2019 PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Hanover NPC CHILD NUMBER 2375.500 SHEET si 0