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(1) #5 REBAR w/ 25' LAP U.N.O. CMU COL. PER 8" C.M.U. FINISH PER ELEV. PLAN —0'-0" FINISH GRADE co MONOLITHIC FOUND. - W/ (2) #4 DIA. RODS CONT. ON CHAIRS 9" STARTER 1'-0" COURSE - ~ 1-4 ®2 STORY ALT. CMU SEAT @ -%" -01 EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB PAVERS OR SLAB PER SLOPE ' SPEC. CONCRETE FOOTING PER PLAN PER PLAN )3c MASONRY WALL CORNER ON SPREAD FTG. SCALE. 1/2'-1'-0 SCALE: 1/2'-1'-0 3/4" RECESS IN SLAB 10 1 /28" C.M.U. WALL FINISH " 3/4" RECESS IN SLAB PER ELEVATION FINISH FLOOR FINISH FLOOR W w 4 SLOPE . MONOLITHIC FOUND. �: a .:; • w/(2) #4 DIA. RODS CONT. ON CHAIRS, 1'-4' @ 2 STORY GARAGE DOOR RECESSED SILL -1 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 . •4.'i, qq i o 4 1'-0" 6 1�2" (1) #4 ROD CONT. ON CHAIRS UNO THICKENED SLAB na GARAGE (NON -BEARING) SCALE: 1 /2"=1'-0 CLEAN COMN PVC SLEEVE 1'-4' 0 2 STORY Fu BEARING PENETRATION DETAIL SCALE: 1 /2"=1'-0 ¢ 8" C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS IDE 30"x30"x12" CONC. FTG. w/ (3) #4 �— REBAR EA. WAY VEHICLE HICLE SIDE OF PEDESTAL, 30" GAS WATER HEATER PEDESTAL SCALE: 1/2°=1'-0 REBAR 3" OM TOP & 10" NO @ BOTTOM LOCATE PER ARCHITECTURAL DRAWINGS RECESS WITH SLAB 2x P.T. PLATE SECURED TO SLAB w/ 3' POWDER ACTUATED FASTENERS OR TAPCONS 0 16' O.C. OR (2) ROWS 12d GUN NAILS 012' O.C. START SLOPE HERE 2" SLOPE IMgII�I;l:�IIILe] PVC SLEEVE SCALE: 1 /2"=1'-0 CMU COL. PER PLAN —#5 REBAR w/25" MIN LAP W OIL—O'—O" SLOPE w - oZ oQ m CONCRETE FOOTING ;;.::: ;; •.; PER PLAN PER PLAN rers) MASONRY WALL CORNER ON SPREAD FTG. 8" C.M.U. WALL FINISH PER ELEVATION SLOPE q MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS, 2x AT 24°0.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 —#5 REBAR w/25" MIN LAP w o Z (1) #5 REBAR AT EACH - FILLED CELL CMU STRUCK BOTH WAYS POURED CURB FINISH GRADE i'. g —MONOLITHIC FOUND. w/(2) #4 DIA. RODS 110. I CONT. ON CHAIRS 1'-4° @ 2 STORY EXT, MASONRY WALL @ GARAGE SCALE: 1/2°=1'-0 SCALE: 1/2"=1'-0 - z L ' @IMPACT GROUT BED DOOR PER SPEC 12" SQUARE C.M. . COL PER PLAN w (2) #5 REBAR w/ 25' LAP MIN. a?! EACH FILLED CELL SLOPE PAVERS OR SLAB PER SPEC. CONC. FOOTING PER PLAN PER PLAN Fo3D MASONRY COL. ON SPREAD FTG. SCALE: 1/2'=1'-0 S PER SPEC PAVERS PER 3 � DOOR PER SPEC NESS VARIES) DOOR THRESHOLDSPEC THICKNESS VARIES DOOR THRESHOLD PER PLAN -0' F.F. IL 0'-0' .F. SLOPE 0'_0„PER PLAN ALT. BRICK PER PAN . 5-• THRESHOLD I I I_I I I -I I =1 I o III —III III — _ Q III —I I —I I_ ' �.ae. � I � I=1 � 1=„I I -'� • I II_II al'-0" �- W 3" � ".': - '•;�• I I 1=1 � I- I MONOLITHIC FOUND. MONOLITHIC FOUND. MONOLITHIC FOUND. y. _ n — 1 -0 W/ (2) #4 DIA. RODS CONT. ON CHAIRS 1'-4" @ 2-STORY w/(2) #4 DIA. RODS CONT. ON CHAIRS w/(2) #4 DIA. RODS 1'-4" ®2-STORY _ — CONT. ON CHAIRS °' `i ~ : ' III ALT. FLUSH BRICK 1'-4° @ 2 STO Y EXTERIOR DOOR SILL (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) THRESHOLD THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) SCALE: 1/2"=1'-0 FINISH SLOPE THICKENED SLAB EDGE SCALE. 1/2'-1'-0 SCALE: 1 /2"=1'-0 (1) #4 ROD CONT. ON CHAIRS PAVERS TYP. LOPE TYPICAL 3 1/2" CONIC. �S& GRADE SLAB g,N =E —I _ I III $(1) #4 BAR CONT COMPACTED FILL PAVER AT CONCRETE GRADE BEAM (1) #4 REINFORCME 4" SEE FOUNDATION PLAN 4" BAR CONT. CONC. PER SCHEDULE NT z a W SLOPE TO DRAIN .r SHOWER RECESS SCALE: 1 /2"=1-0 SCALE: 1/2 4-0 ;::•: ;. .: CORNER BAR WITH 25' VERTICAL DOWEL :' #q ' MIN. LAP SPUCE EACH AS REQ'D IN PLAN .` ' SIDE. SAME SIZE AS CONT. FOOTING STEEL NUMBER OF CORNER ALTERNATE TO CORNER ."+v •' .. •.` �; ,-,: ::: '�^•�' • '' ':: •s-.�=� ' BARS EQUALS NUMBER SPLICE: PRONDE CONT. '•' � •„.. � � ; STEEL REINF. BARS BENT OF CONT. BARS AT CORNERS TO COMPLY" WITH THE INTENT OF THE ` ' " BUILDING CODE. NUMBER OF REBAR 25" MIN. PER PLAN LAP SPLICE F12 REINF. PLACEMENT AT FTG. CORNERS SCALE: 1/2"=1'-0 C.U.A.# ARCHITECTURE: AA26002802 C.U•A.# ENGINEERING: 29349 THUMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 9/21 /20 DA'iE��I��itllll/ � aIa F tW: Vr i 00 m V� O 000 n-I �cn U ee) bA 0 N c PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Higrthgate NPC CHIM NU ER 2811.500 SHEET S1.0 .r SHOWER RECESS SCALE: 1 /2"=1-0 SCALE: 1/2 4-0 ;::•: ;. .: CORNER BAR WITH 25' VERTICAL DOWEL :' #q ' MIN. LAP SPUCE EACH AS REQ'D IN PLAN .` ' SIDE. SAME SIZE AS CONT. FOOTING STEEL NUMBER OF CORNER ALTERNATE TO CORNER ."+v •' .. •.` �; ,-,: ::: '�^•�' • '' ':: •s-.�=� ' BARS EQUALS NUMBER SPLICE: PRONDE CONT. '•' � •„.. � � ; STEEL REINF. BARS BENT OF CONT. BARS AT CORNERS TO COMPLY" WITH THE INTENT OF THE ` ' " BUILDING CODE. NUMBER OF REBAR 25" MIN. PER PLAN LAP SPLICE F12 REINF. PLACEMENT AT FTG. CORNERS SCALE: 1/2"=1'-0 C.U.A.# ARCHITECTURE: AA26002802 C.U•A.# ENGINEERING: 29349 THUMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 9/21 /20 DA'iE��I��itllll/ � aIa F tW: Vr i 00 m V� O 000 n-I �cn U ee) bA 0 N c PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Higrthgate NPC CHIM NU ER 2811.500 SHEET S1.0 SCALE: 1/2"=1'-0 C.U.A.# ARCHITECTURE: AA26002802 C.U•A.# ENGINEERING: 29349 THUMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 9/21 /20 DA'iE��I��itllll/ � aIa F tW: Vr i 00 m V� O 000 n-I �cn U ee) bA 0 N c PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Higrthgate NPC CHIM NU ER 2811.500 SHEET S1.0 PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Higrthgate NPC CHIM NU ER 2811.500 SHEET S1.0