HomeMy WebLinkAboutA017SECTION DETAIL - RADON REDUCTION
SCALE: 3/4" = 1'-0"312" 8" 3" Ø DRAIN TILE
- THRU FOOTING @
6'-0" O.C.
- PLACE @ BTM./ FT'G.
- TYPICAL
4" Ø DRAIN TILE:
- TYPICAL
312" THICK
CONCRETE SLAB
3" SCH 40 PVC PIPE
- THRU ROOF
- HOLD TIGHT TO
FOUNDATION WALL
6 MIL POLY VAPOR
BARRIER
MINIMUM 4" GRAVEL
BASE
PVC "T" IN GRAVEL
BASE
- NOTE: RUN PARALLEL
TO FOOTING
- TIED TO RE-BAR
TIE WIRE
VINYL WATER-STOP
FOR NOTCH FORMING
3/4" = 1'-0"
RIP 1x2 AS DETAILED
SCALE:
CAST-IN-PLACE
CONCRETE FOUNDATIONFDN. WALLVARIES(4) RE-BARS
- w/ 2" MIN. COVER
PLAN DTL - VERTICAL CONTROL JOINT
30.00°
1x2 RIPPED @ 30° TO
FORM CONTROL JOINT
ELEVATION - FDN STEEL GROUNDING
SCALE: 3/4" = 1'-0"
STUB RE-BAR UP IN
FRONT CORNER ON THE
UTILITY SIDE OF HOME
4 AWG WIRE CLAMPED
TO RE-BAR STUB FOR
GROUNDING
STUB UP 20'-0" LONG
PIECE OF CONTINUOUS
FOOTING RE-BAR 3"
ABOVE T/ FOOTING
FOUNDATION WALL
3"NOTE
8" x 8" BOX-OUT IN
SLAB @ RE-BAR STUB
HOPPER WINDOW HEAD @ SIDING
SCALE:3/4" = 1'-0"
STRUCTURAL SHEATHING
8"thk. C.I.P. CONCRETE FDN WALL
- UNLESS NOTED OTHERWISE
ON FOUNDATION PLAN
- EXTEND SHEATHING TO
1/2" BELOW T/ FOUNDATION WALL
HORIZONTAL SIDING, TYPICAL
24" POLY FLASHING, TYPICAL
2x4 P.T. SILL PLATE
4'-0" LONG P.T. 2x4 NEXT TO SILL
PLATE, CENTERED ABOVE HOPPER WINDOW
- TOE NAIL INTO SILL PLATE
1x6 TRIM
2x BAND BOARD
HOPPER WINDOW
- RIP TO FIT
SECTION -
NOTE:
- HOLD POLY 1" BELOW
T/FOUNDATION, TYP.4"112" 8"FOOTING- 1" ADDITIONAL FALL IN LAST 12" OF RUN
3. ALL STEEL TO BE COVERED w/ A MIN.
1. 6" CONCRETE SLAB
5. WEATHER LIP AT GARAGE DOOR
2. 8" PEA GRAVEL BASE
GARAGE SLAB NOTES:
OF 3" OF CONCRETE
1" = 1'-0"6"1"SLOPE12"
1" SLOPE
SCALE: 512" 8"x18" CONCRETE FOOTINGVARIES - REFER TO PLANGARAGE WALL DEPTHVARIESREFER TO PLANSECTION DETAIL - FOUNDATION @ GARAGE DOOR
12" EXPANSION JOINT
DRIVEWAY CONCRETE SLAB
- MIN. 4" THK.
- THICKENED TO 512" @
GARAGE DOOR
4. 112" x 5 12" (2x6) LEDGE FOR DRIVEWAY
SLAB SUPPORT
#4 RE-BAR
- REFER TO D2.0 FOR SPACING
DETAIL - GARAGE FDN WALL @ BASEMENT OVERDIG312"LENGTH OF OVERDIG 4'-0"
MIN. RE-BAR EMBEDMENT
APPROX. LINE OF OVERDIG
UNDISTURBED SOIL℄2'-0"
MIN. RE-BAR
EMBEDMENT
(2) #4 RE-BARS
- CONTINUOUS
(2) #4 RE-BARS
- EXTEND PAST AREA
OF OVERDIG
312"℄GARAGE FOUNDATION
FOOTING
SCALE: 3/4" = 1'-0"
A
A6"PEA GRAVEL BASE
DEPTH VARIESC.I.P. FOOTING
36" x 36" x 8"d.
DETAIL - GARAGE SLAB PIER
SOIL
8"FOOTING24" x 24" PIER
- DEPTH TO BEARING
SCALE: 3/4" = 1'-0"
6"thk. CONC. SLAB
w/ #4 RE-BAR @ 12" o.c.
- EA. WAY, TYP.
- MIN. 3" COVER
IF PIER DEPTH TO BEARING SOIL ISLESS
THAN 2'-0"d., THE PIER WILL BE POURED
BY THE FLATWORK SUBCONTRACTOR
IF PIER DEPTH TO BEARING SOIL IS 2'-0"d.
OR GREATER , THE PIER WILL BE POURED
BY THE FOUNDATION SUBCONTRACTOR
GARAGE PIER NOTES:TO BEARING SOIL 1'-0"SLAB TO BE MIN.
12"thk. @ PIER
6"12"
(1" SLOPE)1112"12"w x 20"d TURNED DOWN
CONCRETE SLAB
3" x 5 12" NOTCH IN TURN
DOWN FOR DRIVEWAY SLAB
SUPPORT
POURED CONCRETE
FOUNDATION WALL
(3) #4 RE-BAR's CONTINUOUS
ELEVATION
3/4" = 1'-0"512"6"thk. CONC. GARAGE SLAB
GARAGE FOUNDATION
BEYOND
PEA GRAVEL BASE
- TO PROVIDE FINISH GRADE
(3) #4 RE-BAR's
CONTINUOUS
SECTION
#4 RE-BAR
- REFER TO D2.0 FOR SPACING
12" EXPANSION JNT.
8" CONC. FDN. WALL
BEYOND
DRIVEWAY CONC. SLAB
- MIN. 4" THICK
- THICKENED TO 512"
GARAGE DOOR
SCALE: 1'-8"(APROX. DEPTH)SECTION DETAIL - GARAGE DOOR GRADE BEAM 3" 1112" 1"SLOPE 3"
3"
1'-0"
3" 3" 3" 1'-8"1'-212" 512"℄ ℄
(3) 2x8's TO FORM WALL
& 3" LEDGE3"3"2'-1"3"
℄VARIES 114" 6" SECTION DETAIL - GARAGE SLAB
APPROXIMATE LINE
OF 3'-0" OVERDIG
UNDISTURBED SOIL
SCALE:
PEA GRAVEL BASE
3/4" = 1'-0" 312" 114" 6"thk. CONCRETE
SLAB ON GRADE
2x4 KEY IN GARAGE
FOUNDATION WALL
- REFER TO SHEET D2.0
#4 RE-BAR @ 12" o.c.
- EA. WAY, TYP.
- MIN. 3" COVER
3" VARIES 114"6" GARAGE SLAB 12'-0" WIDE OR LESS
SCALE:3/4" = 1'-0"312"114" 6"thk. CONCRETE
SLAB ON GRADE
2x4 KEY IN GARAGE
FOUNDATION WALL
- REFER TO SHEET D2.0
#4 RE-BAR @ 9" o.c.
- SHORT DIRECTION
- PLACED @ BTM. OF
STEEL MAT
- MIN. 3" COVER
3" SECTION DETAIL -
#4 RE-BAR @ 18" o.c.
- LONG DIRECTION
- MIN. 2" COVER
APPROXIMATE LINE
OF 3'-0" OVERDIG
UNDISTURBED SOIL
PEA GRAVEL BASE
SECTION DETAIL - RADON REDUCTION
SCALE: 3/4" = 1'-0"312"8" 312" THICK
CONCRETE SLAB
3" SCH 40 PVC PIPE
- THRU ROOF
6 MIL POLY VAPOR
BARRIER
MINIMUM 4" GRAVEL
BASE
PVC "T" IN GRAVEL
BASE
- NOTE: RUN PARALLEL
TO FOOTING
04
03
02
01
09
08
07
06
13
12
11
10
16
15
14
05
SECTION - HAUNCH @ 4'-0"d. STOOP
SCALE:1/2" = 1'-0" 4'-0" 312" 3'-0"2'-214"4'-10"d. x 4'-0"h. ALUMINUM
HAUNCH FORM
- USE 2x TO HOLD HAUNCH @ 3'-0"d.
#4 RE-BAR - MIN. 12" EMBEDMENT
- STUBBED OUT & LOOPED
CAST-IN-PLACE CONCRETE
FOUNDATION WALL
- REFER TO PLANS FOR HEIGHT
& WALL THICKNESS
HOLD T/ HAUNCH DOWN 3 1/2"
FROM T/ FDN. WALL
- MIN. 2" COVER
NOTE:
WHEN PLACING STOOP, CUT THE
LOOPED RE-BAR & SPREAD IN
EITHER DIRECTION SO THAT THE
STEEL IS LOCATED ON BOTH SIDES
OF THE HAUNCH IN THE STOOP
#4 RE-BAR - MIN. 2" COVER 6" GARAGE SLAB @ BRICK CURB
APPROXIMATE LINE
OF 3'-0" OVERDIG
UNDISTURBED SOIL
SCALE:3/4" = 1'-0"
6" CONCRETE
SLAB ON GRADE
EXTEND REBAR 2" INTO
FOUNDATION WALL
- PROVIDE TIGHT / FRICTION
FIT OR EPOXY
#4 RE-BAR @ 12" o.c.
- EA. WAY, TYP.
- MIN. 3" COVER
3" PEA GRAVEL BASE
SECTION DETAIL -
912" MAX. DEPTH BRICK
CURB w/ NO RE-INFORCING
VARIES 912"MAX.DEPTH6"12'-0" WIDE OR LESS @ BRICK CURB
SCALE:3/4"= 1'-0"
EXTEND REBAR 2" INTO
FOUNDATION WALL
- PROVIDE TIGHT / FRICTION
FIT OR EPOXY
3"6"thk. CONCRETE
SLAB ON GRADE
#4 RE-BAR @ 9" o.c.
- SHORT DIRECTION
- PLACED @ BTM. OF
STEEL MAT
- MIN. 3" COVER
#4 RE-BAR @ 18" o.c.
- LONG DIRECTION
- MIN. 2" COVER
APPROXIMATE LINE
OF 3'-0" OVERDIG
UNDISTURBED SOIL
PEA GRAVEL BASE
SECTION DETAIL - GARAGE SLAB
912" MAX. DEPTH BRICK
CURB w/ NO RE-INFORCING
VARIES912"MAX.DEPTHDETAIL - FOUNDATION BRICK CURB
SCALE: 1 1/2" = 1'-0"4"STRUCTURAL SHEATHING
FLASH & SEAL' FLASH'G
10"
BRICK VENEER
@ 24" o.c. HORIZONTAL
BRICK WEEPHOLES
AIR SPACE, TYPICAL
- SEAL AROUND ALL PENETRATIONS, TYP.
- HOLD BTM OF SHEATHING
1" BELOW T/ SUBFLOOR
SILL SEALER, TYPICAL
- 18" WIDE
24" WIDE POLY FLASHING
BAND BD. INSULATION
- CONTINUOUS
- HOLD T/ POLY
- 4" OFF T/ SUBFLOOR
- w/ WEEP CARDS
312" 612"912"(2) COATS SPRAY-APPLICATION
- APPLIED TO CURB & BELOW GRADE
BITUMINOUS DAMPPROOFING
- REFER TO FOUNDATION PLAN
FOR INFORMATION REGARDING
WATERPROOFING
GRADE VARIES- w/ APPROVED FASTENER @ 3"o.c., TYP.
GROUT FIRST TWO COURSES SOLID
(2) BARS #4 RE-BAR TO BE
PLACED IN DRIVEWAY 6" IN
FROM OUTSIDE EDGE
- MIN. 2" COVER
(2) BARS #4 RE-BAR TO BE PLACED IN
DRIVEWAY 6" IN FROM OUTSIDE EDGE
- MIN. 2" COVER
SCALE: 3/4" = 1'-0"
DTL - FOOTER @ BSMT BEARING WALL
18"
BEARING FRAME WALL
312"8" VAPOR BARRIER
P.T. SOLE ⅊
3 12" THICK
CONCRETE SLAB
8"d. x 18"w. C.I.P.
FOOTER
NOTE:
4" MIN. GRAVEL BASE WILLIAM L.KAUF H OL Z
ARCHITECTTALLYNS RIDGEREASON FOR PLOT: PLOT DATE: Job No.
Sheet No.INHOMESITE NO. OFFICE REVIEW:MASTER BY: DATE: C DATE: 3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHT ALL RIGHTS RESERVED
FISCHER HOMES, Inc.JOB INFO: DATE: PERMIT: SIGN-OFF: CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:5/8/2019 9:52 AM# TLR010160000
JOE ARRUDA
14368 TRAHAN DRIVEROOKWOOD
77-450-ROOKWOOD COASTAL ACADIAN WITH BRICK & STONE CARMEL, IN16 03/2017
BA---- ----------------------------------------Grand Estates
fieldspecchange@fischerhomes.comREVISED BY:---- ---- ----ARCH. SPECIALIST:SAPPHIRE TRADE SUPPORT
sapphiretradepartners@fischerhomes.com
Fischer Homes Indianapolis II, LLC----D2.1
05/16/19
Adam Schriner