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(1) #5 REBAR w/ 25" LAP U.N.O. CMU COL PER 8" C.M.U. FINISH PER ELEV. PLAN #5 REBAR I w/25" MIN LAP OIL -0'-0" PAVERS OR SLAB PER SLOPE FINISH GRADE SPEC. W _ 00M1'@2 m oCONCRETE FOOTINGMONOLITHIC FOUND.PER PLANoW/ (2) #4 DIA. RODS CONT. ON CHAIRS9" STARTER COURSE ALT. CMU SEAT @ -1Y" =01 EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB SCALE: 1/2'=1'-0 (1) #5 REBAR AT EACH - FILLED CELL CMU STRUCK BOTH WAYS POURED CURB FINISH GRADE a o -MONOLITHIC FOUND. w/(2) #4 DIA. RODS ti " CONT. ON CHAIRS 1'-4' @ 2 STORY2 STORY SCALE: 1/2"=1'-0 2x AT 24"O.C. MAX. 2x P.T. PLATE SECURED TO SLAB w/ 3' POWDER ACTUATED FASTENERS OR TAPCONS @ 16' O.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE GUN NAILS @ 12' O.C. STEP PER PLAN SLOPE o 4" 1'-0" 6 1�2° (1) #4 ROD CONT. ON CHAIRS UNO STEP CONDITION Fob THICKENED SLAB GARAGE NON -BEARING SCALE: 1/2"=1'-0 8" C.M.U. FINISH PER ELEV. FINISH FLOOR CLEAN COMPACTED FILL OIL-0'-O" FINISH GRADE 11 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 BOND BEAM PER PLAN (1) #5 REBAR w/30" LAP MIN. FINISH GRADE PER PLAN (SIDE VIEWII) WALL HEIGHT PER PLAN FINISH GRADE - PAVERS PER PLAN (2) #4 REBAR MASONRY WALL ON CONTINUOUS FTG. SCALE: 1 /2"=1'-0 • ;.: of PER PLAN of MASONRY WALL CORNER ON SPREAD FTG. (Pavers) CMU COL. PER PLAN it Uj OIL -0'-0" ' SLOPE CONCRETE FOOTING f° PER PLAN PER PLAN MASONRY WALL CORNER ON SPREAD FTG. SCALE: 1 /2"=1'-0 SCALE: 1 /2'=1'-0 8" C.M.U. WALL FINISH 3/4' RECESS IN SLAB 10 1/2 PER ELEVATION 3/4' RECESS IN SLAB ,4- FINISH FLOORS FINISH FLOOR "'\ " , w SLOPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. 1 -0" 1'4 ® 2 STORY GARAGE DOOR RECESSED SILL SCALE: 1/2°=1'-0 RECESS WITH PAVERS 2x P.T. PLATE SECURED TO SLAB w/ 3' POWDER ACTUATED FASTENERS OR TAPCONS @ 16. O.C. OR (2) ROWS 12d GUN NAILS @ 12' O.C. START SLOPE HERE 2" SLOPE FLUSH CONDITION PENETRATING PVC SLEEVE -#5 REBAR w/25" MIN LAP co in Z m c.'J o Z PER ARCH ¢�t. CMU COLUMN PER PLAN #5 REBAR � o w/25" MIN LAP SLOPE a 0'-0" SLOPE . oo^ Z m " v PAVERS OR SLAB PER SPEC. PAVERS OR SLAB PER CDSPEC. 4'. -T'`;=E= : 1 CONC FTG PER PLAN CONCRETE FOOTING PER PLAN 2'-0" PER PLAN 8" SQUARE MASONRY COLUMN ON SPREAD FTG, Fj MASONRY COL. ON SPREAD FTG. PER ARCH 8' C.M.U. BLOCK FILLED Q r SOLID w/GROUT 4" C.M.U. BLOCK PER ELEV. w W m aQ 25" LAP MIN. (1) #5 REBAR 0'-0" ' SLOPE - W o z o¢ mctf CD Q Z p'. CONCRETE FOOTINGPER PLAN PER PLAN SCALE: 1 /2'=1'-0 SCALE: 1 /2"=1'-0 - z 8" C.M.U. WALL FINISH 2-1/2' @ IMPACT J DOOR PER ELEVATION GROUT BED DOOR PER SPEC PAVERS PER SPEC a PAVERS PER 3° DOOR PER SPEC N DOOR THRESHOLD SPEC (THICKNESS SLOPE Mi III- MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. 1'4 ® 2 STORY SLAB 2x AT 24"O.C. MAX. FINISH GRADE SLOPE 1./2' G.W.B. EA. SIDE - 8" C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP 11E MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS THICKENED SLAB EDGE SCALE: 1 /2"=1'-0 (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2" CONC. SLAB z (1) #4 REINFORCME 4, SEE FOUNDATION PLAN 4" BAR CONT. CONC. PER SCHEDULE NT Q SLOPE TO DRAIN .r . SHOWER RECESS SCALE: 1 /2'=1'-0 8" C.M.U. BLOCK FILLED SOLID w/GROUT 4" C.M.U. BLOCK PER ELEV. 25" LAP MIN. (1) #5 REBAR co O Q Z W Ckfv o Z (THICKNESS VARIES) :'. DOOR THRESHOLD PER PLAN SLOPE � VARIES) F. 0'-0" F.F. SLOPE O'-O" co PER PLAN ' ALT. BRICK PER PLAN ......:. . ... X = ... ,.... _ THRESHOLD 11=1 1=1 I I I Q : r I I I=1 11=1 11 I I I I=1 I I- • " w = - MONOLITHIC FOUND. W/ (2) #4 DIA. RODS MONOLITHIC FOUND. MONOLITHIC FOUND. 1 -0 _ CONT. ON CHAIRS 1'-4" @ 2-STORY w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS r - CONT. ON CHAIRS CONT. ON CHAIRS 1'-4" 0 2-STORY : III 1'-4' ®2 ST Y ALT. FLUSH BRICK EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) THRESHOLD EXTERIOR DOOR SILL @ ENTRY SILL @ ENTRY (Concrete) SCALE: 1 /2'=1'-0 PAVERS TYP. (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 => y NUMBER OF CORNER OARS EQUALS NUMBER SPLICE: PROVIDE CONT. STEEL REINF. BARS BENT OF CONT. BARS AT CORNERS TO COMPLY WITH THE INTENT OF THE BUILDING CODE. NUMBER OF REBAR 2PER PLAN 5' MIN. LAP SPLICE F12 REINF. PLACEMENT AT FTG. CORNERS S A 1/2"=1'-0 SCALE: 1 /2"=1'-0 C.O.A.# ARCHITECTURE: AA26002802 C.Q.A.# ENGINEERING: 3 I 29349 -a ❑ THOMAS A. WEBER, PE o I P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 0 12/15/20 DATE��l�fllll t / 0 N O +�No. 860 E E€3F� NAL� o ��ilil}11 a ^1 00 W O M v00 I-- O � O � 'd 1 u- V ` v U `Y' e� c� V O bA Cn p N � u J k ; PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME S ruce NPC MILD NUMBER 2116.501 SHEET S1.0 .r . SHOWER RECESS SCALE: 1 /2'=1'-0 8" C.M.U. BLOCK FILLED SOLID w/GROUT 4" C.M.U. BLOCK PER ELEV. 25" LAP MIN. (1) #5 REBAR co O Q Z W Ckfv o Z (THICKNESS VARIES) :'. DOOR THRESHOLD PER PLAN SLOPE � VARIES) F. 0'-0" F.F. SLOPE O'-O" co PER PLAN ' ALT. BRICK PER PLAN ......:. . ... X = ... ,.... _ THRESHOLD 11=1 1=1 I I I Q : r I I I=1 11=1 11 I I I I=1 I I- • " w = - MONOLITHIC FOUND. W/ (2) #4 DIA. RODS MONOLITHIC FOUND. MONOLITHIC FOUND. 1 -0 _ CONT. ON CHAIRS 1'-4" @ 2-STORY w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS r - CONT. ON CHAIRS CONT. ON CHAIRS 1'-4" 0 2-STORY : III 1'-4' ®2 ST Y ALT. FLUSH BRICK EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) THRESHOLD EXTERIOR DOOR SILL @ ENTRY SILL @ ENTRY (Concrete) SCALE: 1 /2'=1'-0 PAVERS TYP. (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 => y NUMBER OF CORNER OARS EQUALS NUMBER SPLICE: PROVIDE CONT. STEEL REINF. BARS BENT OF CONT. BARS AT CORNERS TO COMPLY WITH THE INTENT OF THE BUILDING CODE. NUMBER OF REBAR 2PER PLAN 5' MIN. LAP SPLICE F12 REINF. PLACEMENT AT FTG. CORNERS S A 1/2"=1'-0 SCALE: 1 /2"=1'-0 C.O.A.# ARCHITECTURE: AA26002802 C.Q.A.# ENGINEERING: 3 I 29349 -a ❑ THOMAS A. WEBER, PE o I P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 0 12/15/20 DATE��l�fllll t / 0 N O +�No. 860 E E€3F� NAL� o ��ilil}11 a ^1 00 W O M v00 I-- O � O � 'd 1 u- V ` v U `Y' e� c� V O bA Cn p N � u J k ; PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME S ruce NPC MILD NUMBER 2116.501 SHEET S1.0 S A 1/2"=1'-0 SCALE: 1 /2"=1'-0 C.O.A.# ARCHITECTURE: AA26002802 C.Q.A.# ENGINEERING: 3 I 29349 -a ❑ THOMAS A. WEBER, PE o I P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 0 12/15/20 DATE��l�fllll t / 0 N O +�No. 860 E E€3F� NAL� o ��ilil}11 a ^1 00 W O M v00 I-- O � O � 'd 1 u- V ` v U `Y' e� c� V O bA Cn p N � u J k ; PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME S ruce NPC MILD NUMBER 2116.501 SHEET S1.0 ^1 00 W O M v00 I-- O � O � 'd 1 u- V ` v U `Y' e� c� V O bA Cn p N � u J k ; PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME S ruce NPC MILD NUMBER 2116.501 SHEET S1.0 u J k ; PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME S ruce NPC MILD NUMBER 2116.501 SHEET S1.0