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TION OF THE RADON EXHAUST PIPE IN THE HVAC CHASE AREA.
5. PLUMBER AND HVAC SUBCONTRACTOR TO COORDINATE THE INSTALLA-
ABOVE THE SURFACE OF THE ROOF IN A LOCATION 10 FEET AWAY FROM
VERTICALLY INTO THE SUB SLAB AGGREGATE AND THROUGH THE
UP THROUGH THE BUILDING FLOORS & TERMINATE AT LEAST 12 INCHES
ANY WINDOW OR OTHER OPENINGS INTO THE CONDITIONED SPACES OF
OF VERTICAL DISTANCE WHERE THE VENT PASSES THROUGH THE ATTIC
IN ADDITION, FISCHER HOMES WILL PROVIDE APPROXIMATELY 6 FEET
SHEETING BEFORE THE SLAB IS POURED. THE PIPE SHALL BE EXTENDED
THE BUILDING THAT IS LESS THAN 2 FEET BELOW THE EXHAUST POINT.
3. A 3 INCH DIAMETER SCH 40 PVC PLUMBING TEE SHALL BE EMBEDDED
FOR THE POSSIBLE INSTALLATION OF A FUTURE EXHAUST FAN.
NOTE: ALL FITTINGS ARE TO GLUED AND SECURED AS NEEDED.
FISCHER HOMES RADON REDUCTION SYSTEM NOTES:
THE FOLLOWING ITEMS ARE TO BE INSTALLED AS PART OF FISCHER HOMES
RADON REDUCTION SYSTEM:
1. A UNIFORM LAYER OF CLEAN AGGREGATE AT A MINIMUM OF 4 INCHES
UNDER THE CONCRETE SLAB.
2. A 6 MIL POLYETHYLENE OR EQUIVALENT FLEXIBLE SHEETING MATERIAL
SHALL BE PLACED ON TOP OF THE GRAVEL. THE SHEETING SHALL FIT
CLOSELY AROUND ANY PIPE, WIRE, OR OTHER PENETRATIONS OF THE
MATERIAL. ALL PUNCTURES OR TEARS IN MATERIALS SHALL BE SEALED
OR COVERED WITH ADDITIONAL SHEETING.
4. TO PROVIDE FOR FUTURE INSTALLATION OF AN ACTIVE SYSTEM, AN
ELECTRICAL CIRCUIT TERMINATED IN AN APPROVED BOX SHALL BE
INSTALLED DURING CONSTRUCTION IN THE ATTIC WITHIN 4'-0" OF THE
RADON PIPE FOR THE POSSIBLE INSTALLATION OF A FUTURE EXHAUST FAN.
FOUNDATION WATER-PROOFING NOTES:
1. AN APPROVED WATERPROOFING MEMBRANE IS
REQUIRED FOR EXTERIOR FOUNDATION WALLS
THAT ENCLOSE THE BASEMENT AREA & SHALL EXTEND
FROM TOP OF THE FOOTING TO THE FINISHED GRADE.
2. JOINTS IN THE MEMBRANE SHALL BE LAPPED & SEALED
WITH AN ADHESIVE COMPATIBLE WITH THE
WATERPROOFING MEMBRANE.
HIGHEFFICIENCYGAS FURNACEBASEMENT and LOWER LEVEL FOUNDATION / FOOTING PLAN01
NOTE:
REFER TO BOXED NOTE
FOR DAMP OR WATER
PROOFING. ALSO
APPLIES TO THIS WALL.
6" SLEEVE THRU
BASEMENT FOOTING FOR
CONTINUOUS DRAIN TILE
17'-73 4"
TO ℄ STEEL BEAM / COLUMN
17'-23 4"
TO ℄ STEEL BEAM / COLUMN
12'-112"
TO ℄ FLOOR DRAIN 13'-1"TO ℄ STEEL COLUMN6'-214"
TO ℄ RADON PIPE
6" SLEEVE THRU
BASEMENT FOOTING FOR
CONTINUOUS DRAIN TILE
CONTROL JOINT
4" x 8" x 8"d. BEAM POCKET
3'-11"
TO NOSING8'-412"4'-0" 4" x 4" LEDGE @ TOP OF
WALL FOR SLAB SUPPORT
FURNACE INTAKE & EXHAUST
10" C.I.P. CONCRETE
FOUNDATION WALLS
CONCRETE FOOTINGS
8" x 20" C.I.P.
WH
P.V. GAS
FD
BASEMENT
W8 x 24 STEEL BEAMREDUCTION PIPE
- SEE DTL. 02/A2.1
3" Ø PVC RADON
UNEXCAVATED
24" x 24" PIER
- DEPTH TO BEARING SOIL
- SEE DTL. 09/A2.1
36" x 36" x 8"d. C.I.P.
CONCRETE FOOTING
- SHOWN BELOW PIER
- SEE DTL. 09/A2.1
6"thk. CONC. GARAGE SLAB
- PROVIDE #4 RE-BARS @ 12"o.c.
EA. WAY w/ MIN. 3" COVERAGE
- SEE DTL's. 09-10/A2.1
3" LEDGE FOR GRADE
BEAM SUPPORT
- SEE DTL. 06/A2.1 8" 19'-3"6'-5"h. FOUNDATION WALL3"
10"10"
4'-2"17'-11" CONTROL JOINT
42" x 42" x 18" THICK C.I.P.
CONCRETE COLUMN FOOTING
- HOLD T/ FT'G. DOWN 3 12"
FROM T/ SLAB
4" Ø 11ga STEEL COLUMN
48" x 48" x 18" THICK C.I.P.
CONCRETE COLUMN FOOTING
- HOLD T/ FT'G. DOWN 3 12"
FROM T/ SLAB
3" Ø SCH40 STEEL COLUMN
INSULATE FLAT FRAMED WALL
w/ 2" THERMAX
9'-51 4"
TO ℄ PIER / FT'G.
(2) 2x4 JACK
STUDS
55'-1112"OVERALL NOTE:
FLOOR SLAB STEPS UP
6'-112" @ 7'-9 5/8"h.
FOUNDATION WALL
23'-212"
TO NOSING
UP
CARPET
HOLD T/ WALL DOWN 4" FOR SLAB
POUR-THRU @ STAIR LANDING
6'-3"FOUNDATION GENERAL NOTES:
1. PROVIDE CONTROL JOINTS IN SLAB @ ALL BEAM AND
COLUMN ℄'s
- AND AS NOTED
2. USE 6 MIL POLY VAPOR BARRIER UNDER BASEMENT
SLAB
3. USE PRESSURE-TREATED LUMBER @ ALL PLACES OF
CONTACT w/ CONCRETE
2'-4"5'-0" 312"8'-8"512"36" VANITY312" 312"10'-9"
TO ℄ SHOWER DRAIN
17'-338"TO ℄ SHOWER DRAIN12'-9" 7'-912"20'-278"TO ℄ TOILET DRAIN9'-3"
TO ℄ TOILET DRAIN
9'-9"TO ℄ FLOOR DRAIN14'-8"TO ℄ STEEL COLUMN14'-634"TO ℄ RADON PIPE35'-5"
9'-0"h. FOUNDATION WALL
12'-012" 8'-8"
INC22'-512"9'-0"h. FOUNDATION WALL10"20'-4"4'-8" - STUBBED OUT & LOOPED
#4 RE-BAR
HOLD T/ WALL DOWN
31 2" FROM T/ FDN. WALL
2x4 LET-IN FOR SLAB SUPPORT
LINE OF PORCH ABOVE
#4 RE-BAR @ 11" o.c.
- SIDE TO SIDE
- PLACED ABOVE SIDE
#4 RE-BAR @ 18" o.c.
- FRONT TO BACK
TO SIDE BARS IN SLAB
- PLACED BELOW FRONT
TO BACK BARS IN SLAB
19'-912"
4'-0"h. FOUNDATION WALL
2'-712"68'-0"
OVERALL
20'-7"
6'-0"h. FOUNDATION WALL
12'-7"
12"w. x 20"d. C.I.P.
CONC. GRADE BEAM
- SEE DTL. 06/A2.1
7'-11"TO ℄ PIER / FT'G.7" 8" 16'-0" 22'-312"4'-0"h. FDN WALL8'-0" 2'-0"7'-11"TO ℄ PIER / FT'G.9'-51 4"
TO ℄ PIER / FT'G.
11'-11"
4'-0"h. FOUNDATION WALL
24'-7"4'-0"h. FDN WALL12'-0"
6'-0"h. FOUNDATION WALL
1'-7"9'-0" 1'-5"
UNEXCAVATED
2x4 NOTCH SLOPED 3"
FROM REAR TO FRONT
FOR SLAB SUPPORT
- SEE DTL. 10/A2.1
12"w. x 20"d. C.I.P.
CONC. GRADE BEAM
- SEE DTL. 06/A2.1
HOLD T/ GARAGE SLAB
DOWN 6" FROM T/ FDN.
& SLOPE TO O.H. DOOR
3" LEDGE FOR GRADE
BEAM SUPPORT
- SEE DTL. 06/A2.1
10"
REC ROOM
FOR SLAB SUPPORT
FROM REAR TO FRONT
2x4 NOTCH SLOPED 3"
- SEE DTL. 10/A2.1
HOLD T/ GARAGE SLAB
DOWN 6" FROM T/ FDN.
& SLOPE TO O.H. DOOR 21'-1112"TO ℄ STEEL COLUMN68'-0"
OVERALL
16" BRICK CURB
36'-312"55'-1112"OVERALL
51'-412"9'-0"h. FOUNDATION WALL10"16'-312"20'-0"
14'-812" 11" 1'-4"2'-212" 2'-1012"
HOLD T/WALL DOWN
12" FROM GRADE w/ HUMIDIFIER2"4" Ø 11ga STEEL COLUMN
42" x 42" x 18" THICK C.I.P.
CONCRETE COLUMN FOOTING
- HOLD T/ FT'G. DOWN 3 12"
FROM T/ SLAB
FULL BATH
ROUGH-IN
8"10" 11'-1"
24'-012"6'-8"2'-0"2'-11"FOUNDATION WALL NOTES:
BASEMENT FOUNDATION WALLS
BASEMENT FOUNDATION WALLS ARE TO BE 10"thk.,
9'-0"h. OFF T/ FOOTING. FOOTINGS TO BE 20"w.
GARAGE FOUNDATION WALLS
GARAGE FOUNDATION WALLS VARY, 6'-0"h. OFF T/
FOOTING. FOOTINGS VARY
8"
10"10"1'-8" 8" 19'-012"4'-11"3'-8" PUMP
SUMP
ELECTRICAL PANEL
HOLD T/FDN. WALL
DOWN 18" FOR SLAB
POUR-THRU
8"2'-0" CARPET
HANDRAIL
- ONE SIDE
9'-514"
WET BAR
ROUGH-IN
31'-812" 7'-912"TO ℄ PIER / FT'G.512"18'-1012" 3'-6"4'-212"
TO NOSING UP
CARPET
7'-6"3'-8"SECTION DETAIL - LOWER LEVEL
SCALE: 3/4" = 1'-0"
FINISH GRADE - VARIES
- SEE EXTERIORS, SHEET # A1.0
- HOLD DOWN MIN. 8 1/2"
FROM TOP OF WALL
8" THICK CAST-IN-PLACE
CONCRETE FDN WALL:
ON FOUNDATION PLAN
- UNLESS NOTED OTHERWISE
BITUMINOUS ASPHALT ALL
WALL TIES, CONTROL JOINTS,
& COLD JOINTS.
- SPRAY APPLY (2) COATS
BITUMINOUS DAMPROOFING
BELOW GRADE,TYPICAL.
- REFER TO FOUND. PLAN FOR
WATERPROOFING INFO. IF
REQUIRED.
GRAVEL FILL
2x4 PRESSURE-TREATED
SILL PLATE:
- STRAPPED TO FOUNDATION
PER MANUFACTURER'S
RECOMMENDATION
- APPLY CONTINUOUS POLY
SILL SEALER TO SILL , TYP.
6 MIL POLY VAPOR BARRIER
3 12" THICK CONCRETE SLAB
- ON MIN. 4" GRAVEL BASE
2x10 No. 1 KD SOUTHERN
PINE FLOOR JOISTS @
19.2" o.c.
T&G O.S.B. SUBFLOOR
- GLUED, NAILED AND
SCREWED
BRICK VENEER
(STRUCTURAL &
STRUCTURAL SHEATHING
- UNLESS NOTED OTHERWISE
ON PLAN
T/ FOOTING
T/ LOWER LEVEL DBL. TOP
T/ SLAB & FND. WALL
T/ MASTER BEDRM. SUBFLOOR
NOTE: SEE WALL
SECTION SHEETS
"WS" FOR STEEL
REINFORCEMENT
EXPANSION JOINT
WATER REPELLENT)
1'-0"
1'-10"
8" THICK CAST-IN-PLACE
CONCRETE FDN WALL
ON FOUNDATION PLAN
- UNLESS NOTED OTHERWISE
1x10 MDF CAP
- w/ COVE MOULD WHERE
TRIM MEETS DRYWALL
DBL 2x4 FRAME WALL
- w/ PT 2x10 TOP PLATE
- RIP TO 8 1 2"w.
- w/ BATT INSUL.
- w/ 12" DRYWALL
T/ FRAME WALL
02 8"8"19'-3" 5'-4"HANDRAIL5'-1"9'-0"h. FDN WALL4'-0"9'-0"h. FDN WALLSOFT R/I
WATER
5'-8" 5'-8"11'-7"11'-8" 24" x 24" PIER
- DEPTH TO BEARING SOIL
- SEE DTL. 09/A2.1
36" x 36" x 8"d. C.I.P.
CONCRETE FOOTING
- SHOWN BELOW PIER
- SEE DTL. 09/A2.1
HOLD T/ WDW
TO T/ FDN. WALL
HOPPER WINDOW
32"w. x 23"h.
PUMP
EJECTOR16" B.C.16" B.C.8" B.C.16" B.C.HOLD T/ WDW
TO T/ FDN. WALL
HOPPER WINDOW
32"w. x 23"h.
4'-2"11'-8" 4'-2"
7'-83 8" 7'-838" 8'-0"18" DIA. CONC. PIER
MIN. 32" DEEP
LINE OF PATIO ABOVE
7'-83 8"8'-0"LINE OF PATIO ABOVE
8" B.C. 8" B.C. REASON FOR PLOT: PLOT DATE: Job No.
Sheet No.INNEW RESIDENCE FOR: HOMESITE NO. MASTER BY: DATE: C DATE: FISCHER HOMES INDIANAPOLIS LP6602 E 75TH ST SUITE 400INDIANAPOLIS IN 46250317.348.2500FIELD SPEC HOTLINE: (859) 344-7100COPYRIGHT ALL RIGHTS RESERVED
FISCHER HOMES, Inc.JOB INFO: DATE: PHONE No: HOME TYPE: PLAN NO. EXTERIOR: 12/10/2018 3:18 PM OBF-071RAFAEL & ANNYMILIA BASSO14460 PEMBERTON LANEINGLENOOKG250AHOVERBROOK FARMS
CARMEL, IN 46074071 ---- ---- 2016 859.344.3115
11/30/18 CHRISTINA BISHOPGRAND ESTATE COLLECTION
fieldspecchange@fischerhomes.comREVISED BY: TEAM MANAGER:PHONE No:859.426.4223SHEZYRA SISKOWICA2.0
12/21/18
Mike Sheeks