HomeMy WebLinkAboutTEG_735aLS63STANDARD DRAWING LIST
PLAN: 735
SHEET DESCRIPTION LAST UPDATE
A1 ELEVATIONS 09/07/05
A2 ELEVATIONS 09/07/05
A5 Bsmt. FLOOR ROUGH FRAME 10/25/05
A6 1st FLOOR DECK FRAMING 05/09/06
A7 1st FLOOR ROUGH FRAME 06/16/06
A8 2nd FLOOR DECK FRAMING 05/03/06
A9 2nd FLOOR ROUGH FRAME 10/21/05
AD1 ARCHITECTURAL DETAILS 06/17/05
AD2 ARCHITECTURAL DETAILS 06/17/05
AD3 ARCHITECTURAL DETAILS 06/17/05
AD4 ARCHITECTURAL DETAILS 06/17/05
E1 Bsmt. FLOOR ELECTRICAL 01/05/06
E2 1st FLOOR ELECTRICAL 10/21/05
E3 2nd FLOOR ELECTRICAL 10/21/05
FD1 FRAMINGL DETAILS 06/17/05
I1 Bsmt. FLOOR INTERIOR FINISH 06/17/05
I2 1st FLOOR INTERIOR FINISH 06/17/05
I3 2nd FLOOR INTERIOR FINISH 06/17/05
ID1 CABINET LAYOUTS 06/17/05
ID2 INTERIOR DETAILS 06/17/05
M1 Bsmt. FLOOR MECHANICAL 06/17/05
M2 1st FLOOR MECHANICAL 06/17/05
M3 2nd FLOOR MECHANICAL 06/17/05
R2 ROOF FRAMING 01/11/06
RD1 ROOF DETAILS 01/11/06
RD2 ROOF DETAILS 01/11/06
S1 FOUNDATION PLAN 04/07/06
SD1c FOUND. DETAILS - PART’L BASEMENT 06/17/05
SD1d FOUND. DETAILS - FULL BASEMENT 06/17/05
SD2c FOUND. DETAILS - PART’L BASEMENT 06/17/05
SD2d FOUND. DETAILS - FULL BASEMENT 06/17/05
T1 TRUSS LAYOUT 09/07/05
T4 COVER SHEET 06/17/05
ME1 Bsmt. FLOOR ELECTRICAL 06/17/05
ME2 1st FLOOR ELECTRICAL 06/17/05
ME3 2nd FLOOR ELECTRICAL 06/17/05
ELEVATION: A HAND: R.H. FOUNDATION: Lower level 2
2008 (The Estridge Group, Inc.)
CAD OPTIONS
eleva
sbsmt
xbw01
xbw02
sbr1
sgse2
ssp1
sdbp1
sfb02
sfbsb
sfbfb
REV
Top of Plate
Finished First Floor
Finished Second Floor
Top of Plate
1x8 GUTTER BOARD TYP.
1x6 FRIEZE TYP.
BRICK ROWLOCK CRS.
PROJ. 1/2" TYP.
16"x65" PANEL SHUTTER
TYPICAL of (4)
BRICK ARCH ABOVE WINDOW
NO PROJ. (TYP. OF 4)
12"x65" PANEL SHUTTER
w/ QUARTER ROUND ON TOP
TYPICAL of (6)
1x8 FASCAI TYP.
1x2 SHINGLE MOULD TYP.
1x6 FRIEZE TYP.
TYP.
RIDGE VENT
12"x57" PANEL SHUTTER
w/ QUARTER ROUND ON TOP
TYPICAL of (2)
12x24 LOUVER VENT
STEP & COUNTER FLASHING
W/ ICE AND WATER SHIELD
THIS LOCATION
J17
AD3
BRICK ANGLE IRON
THIS LOCATION.
BRICK SHOULD NOT
HAVE DIRECT CONTACT
W/ OSB ROOF SHEATHING
BIRCK SOLDIER CRS.
PROJ. 1/2" TYP.
16"x65" PANEL SHUTTER
TYPICAL of (4)
FRONT ELEVATION
REAR ELEVATION
SCALE - 1/4" = 1’-0"
T4
06/17/05
PLAN NAME:
DRAWING TITLE:
735a-LS63
COVER SHEET
DRAWN BY:
REV1:
REV2:
REV3:
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
RIGHT ELEVATION
LEFT ELEVATION
SCALE - 1/4" = 1’-0"
T4
06/17/05
PLAN NAME:
DRAWING TITLE:
735a-LS63
COVER SHEET
DRAWN BY:
REV1:
REV2:
REV3:
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2008 (The Estridge Group, Inc.)
Mike Walker
Lower level 2 R.H.
A
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
LEGEND FOR FOUNDATION PLAN:
SHORT POURED WALL
POURED WALL WITH BRICK
BP
POURED CONCRETE WALL
CONTINUOUS FOOTING
W8x18 - DROPPED BEAM ABOVE (SIZE/TYPE NOTED)
(2) 4"x8" PRE-CAST LINTELS
A - 32" long F - 72" L - 112"
B - 40" G - 80" M - 120"
C - 48" H - 88" N - 128"
D - 56" I - 96" O - 136"
E - 64" J - 104" P - 144"
legend.fnd01
PRE-CAST LINTELS (2) TYPE ’A’ (OR OTHER - SEE
BELOW) BOTTOM OF LINTELS AT 32" BELOW TOP OF
FOUNDATION WALL (OR AS NOTED OTHERWISE)
A (-32")
BEAM POCKET (SIZE NOTED ON DRAWINGS)
WALL PLATE LINE MARKER
1. ALL FOUNDATION WALLS TO BE 8" THICK UNLESS NOTED OTHERWISE (U.N.O.)
2. DIMENSIONS ARE TO FACE OF WALL TYPICAL (U.N.O.)
3. TOP OF STEEL BEAMS TO ALIGN WITH TOP OF FOUNDATION WALLS (U.N.O.)
4. TOP OF CRAWL BEAMS ((4)2x12) TO ALIGN WITH BOTTOM OF FLOOR JOISTS (U.N.O.)
5. USE PRIMARY SEWER ENTRANCE LOCATION UNLESS SEWER LATERAL IS ON OPPOSITE
SIDE OF DRIVE THEN USE ALTERNATE ENTRANCE LOCATION.
6. FOUNDATION DIMENSIONS TO 8" PORTION OF FOUNDATION WALL (U.N.O.)
7. ALL BASEMENT POURED CONCRETE WALLS TO BE 8’-0" IN HEIGHT (U.N.O.)
8. ALL PRECAST LINTELS SHALL HAVE LINTEL POCKETS AS REQUIRED
- TYPICAL POCKET SIZE TO BE 8-1/8"w x 8-1/8"h X 4"d (U.N.O.)
9. ALL ANCHOR BOLTS TO BE 1/2"d. x 18"l. INSTALLED WITH 1 1/2" WASHERS (U.N.O.)
10. ANCHOR BOLTS TO BE INSTALLED WITHIN 12" FROM EACH CORNER AND EVERY
6’ O.C. THERE AFTER.
FOUNDATION NOTES:
notes.fnd01
15’-1 3/4"
12’-0 1/2"
7’-6" 10’-11"
4’-2"
3’-6 1/2"
13’-1 5/8"
SLOPE 2" TO DOOR
6’-4"
GARAGE
4" CONCRETE SLAB
ON GRANULAR FILL
11’-1 3/4" 21’-11 1/2"
11’-1 3/4"
9’-4 3/8"
14’-6"
9’-7 1/2"
2’-8"
1’-8"
4"
5’-0"
TO CTR. OF PAD FTG.
2’-4 3/8"
24"x24"x8"d
CONCRETE PAD FTG.
- TYPICAL of (3)
3-1/2" DIA.
ADJUSTABLE STEEL
COLUMN
METAL ANCHOR PLATE
WIDTH
DEPTH
4" MIN. GRANULAR FILL
ON 6 MIL. VISQUEEN
VAPOR BARRIER
4" CONCRETE SLAB ON GRADE
W/ 6 MIL. VAPOR BARRIER
SEE FOUNDATION PLAN
FOR PAD DIMENSIONS
F25
det.estF25
TYPICAL FOUNDATION at STEEL COLUMN
SLAB and BASEMENT FOUNDATIONS
TYPICAL FOUNDATION WALL:
* 4" CAP BLOCK
* (4) 8" LINE BLOCK
* 16"X8" CONCRETE FOOTING
0 1/2"
SEE FLOOR FRAMING
FOR JOIST LAYOUT
4" CONC. SLAB ON GRADE
W/THICKENED EDGE
1’-11" MIN.
GRANULAR FILL
2x4 TREATED
WOOD PLATE
WALL HEIGHT
TYPICAL FOUNDATION WALL:
* 8" POURED CONCRETE WALL
* SILL ANCHOR BOLTS @ 6’-0" O.C.
* 16"X8" CONCRETE FOOTING
* #3 STEEL WALL REINFORCING
2" FROM FACE OF WALL
* LOOP WIRE REINFORCING
1 1/2"
3/4" FLOOR DECKING
NOTE: OFFSET FACE OF STUD 1/2"
FROM FACE OF FOUND. WALL
4" CONC. SLAB ON GRADE
W/ 6 MIL. VAPOR BARRIER
4" GRANULAR FILL
GRANULAR FILL TO
12" ABOVE TOP OF
CONCRETE FOOTING
4" DRAIN TILE
4" DRAIN TILE
F35
det.estF35
FOUNDATION WALL at PORCH - SIDING
PART’L and FULL BASEMENT FOUNDATIONS
SLOPE 1/8" PER FOOT
5’-0" 2’-0"
WATERPROOFING
1’-0"
4x8x16 C.M.U.
LAID FLAT
10’-11"
UP
14 RISERS
5’-10 1/2" 5’-2 1/2" 3’-0"
14’-11 1/2" 6’-9"
6’-6 3/4"
3’-2"
2’-9 1/2"
7’-0 1/4" FACE OF RISER
6’-7" 3’-0"
3’-2" 10’-8 3/4"
13’-11" 7’-6"
9’-4 3/8" CTR. OF COLUMN 9’-0 3/8" CTR. OF COLUMN
15’-2 1/2" CTR. OF STEEL 18’-9 1/2" CTR. OF STEEL
1’-0"
1’-0"
3 1/2"
1’-0"
ADD 2x4 BLOCKING FOR
WATER MAIN SEE
BUILDER FOR LOCATION
2/4INT
2/8INT
1. USE (2)-2x4 CRIPPLES UNDER EACH END OF HEADER
FOR OPENINGS 8’-0" OR GREATER IN WIDTH
2. REFER TO MECHANICAL PLAN FOR BULKHEAD AND
DROP CEILING LOCATIONS.
3. ALL BEAMS TO HAVE MINIMUM (2)-2x4 STUDS UNDER
EACH END FOR BEARING SUPPORT
4. ALL WALLS TO BE 2x4 STUDS AT 16" O.C. UNLESS
NOTED OTHERWISE
5. SEE SHEET S1 FOR BEAM CENTERLINE DIMENSIONS
6. STANDARD HEADER HEIGHT AT 6’-10 7/8" A.F.F. (U.N.O)
7. FINISH FLOOR REFERENCES ARE TO TOP OF CONCRETE FLOOR
BASEMENT ROUGH FRAMING NOTES:
notes.frm01
SCALE - 1/4" = 1’-0"
60’,70’
A5
10/25/05
PLAN NAME:
DRAWING TITLE:
735a-LS63
Bsmt. FLOOR ROUGH FRAME
DRAWN BY:
REV1: 10504 10/22/02 RLT
REV2: 11648 10/25/05 RLT
REV3:
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2008 (The Estridge Group, Inc.)
Mike Walker
Lower level 2 R.H.
34’-7"
1’-4 1/2"
35’-7"
44’-11 1/2"
35’-7"
15’-1" 6’-11" 11’-10 1/2" 11’-1"
3/4" OSB RIM BOARD
14’-5 1/4"
3/4" OSB RIM BOARD
2x10 JOIST @
FOR RIM BOARDT
16’-11" 18’-8"
2x10 JOIST @
FOR RIM BOARDT
3’-10"
2’-10"
15’-6"
3/4" OSB RIM BOARD 3/4" OSB RIM BOARD
3/4" OSB RIM BOARD
19’-1"
1’-0"
TREATED BAND BOARD
@ FRONT PORCH LOCATION
2x10 JOIST @
FOR RIM BOARDT
8
6’-8 3/4" 14’-5"
16 16 16 16 16 16 16 16 16
8
15
7 7 7 7 7 7 7
14
7’-10 5/8" 10’-3 7/8" 13’-6 1/2"
18’-10" 3’-2"
14
2x10 RIM JOIST
(TREATED MATERIAL)
TREATED 2x10 FOR SLIDER ABOVE
1’-8 7/16"
3
5
6A
19 19 19 19 19 19 19 19 19 19 19
19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19
13 13 15 15 15 15 15 15
(2) 2x10
(2) 2x10
(2) 2x10 JOIST
BLOCKING FOR
POINT LOAD ABV.
44’-11 1/2"
9’-7 3/16"
FOR HVAC ACCESS
23’-8 7/16" 11’-7 7/8"
8’-10" 1’-4" 1’-2 7/8" 9 7/8"
1’-0"
6" 1’-4"
FOR HVAC ACCESS
1
15 15 15 15 15 15 15
ARCHED OPENING
22 1/2" x 54"
ATTIC ACCESS
DOWN
14 RISERS
UP
15 RISERS
54’-11"
4’-10 1/4" 4’-6 3/4" 4’-6 3/4" 6’-11 1/4" 14’-11 1/4"
3’-0" 34’-7"
11’-11" 3’-6 3/4"
2’-0"
5’-10"
3’-7"
5’-11 1/2" 5’-11 1/2"
12’-0"
12’-0"
3’-10" 10’-2"
14’-0" 5’-1"
4’-10 1/2" 3’-1 1/2" 2’-8 1/2"
1’-0" 3’-2 1/2" 2’-9"
5’-10 7/8" 3’-2" 4’-10 1/2" 3’-1 1/2" 3’-5" 3’-6"
18’-2 1/2"
5’-0 1/2"
1’-6 1/2" 3’-6"
12’-0 5/8" 9’-0 7/8" 11’-3 1/2"
13’-5"
5’-0 3/4" 5’-1"
6’-0" 9’-8"
7"
3’-9" 4’-5" 8’-8 1/2"
2’-1"
4’-7" 13’-2"
11’-1"
18’-4"
ARCHED OPENING
ADD THROUGHWALL FLASHING
@ KITCHEN WINDOW BUMPOUT
(2) 2x10 HEADER
DROPPED FOR FLR. JST.
BEARING ABOVE
DASHED WALL IS
LOAD BEARING FOR
FLOOR JOIST ABOVE
2’-2"
64’-0 3/4"
11’-1 3/4"
3’-4"
54’-11"
J8
AD4
5’-7 3/8"
12’-7 5/8"
(2) 2x10
DROPPED HDR
@ 12’-11" LONG
CLEAR OPENING
OF FLUE CHASE
ABOVE. SEE
DECK LAYOUT
3’-1 1/2" 6’-6 1/4"
3’-9" 3’-2"
5
1
32A
FLUSH 3 1/2" x 9 1/4" PSL
19 19 19 19 19
19
17 14 19 19 19 19 19 16 19
15 15
15 15 15
5
14
16
16
3/4" OSB RIM BOARD
3/4" OSB RIM BOARD
2x10 RIM BOARD
16 16 14 16 16 16 16
2x10 END JOIST
7
15
14 15 15 15 15
15
10’-11 1/4"
15
5
15
LOAD BEARING WALL BELOW
7 7 7 7 7
OWJ TO BEAR ON
2x4 WALL BELOW
FIREPLACE FLUE ACCESS
19
19
BONUS ROOM OPTION ONLY
2x10 BOTTOM CHORD OF BONUS ROOM TRUSS
TO HANG ON 2x10 RIM BOARD
2x6 FLR JOIST NAILED TO
SIDES OF OWJ @ TOP OF JST w/ REINFD.
OSB WEBS INSIDE THE FLANGE.
2x6 JOIST TO BE 4’-0" INTO
FLOOR SYSTEM.
1’-4"
1’-4"
6’-11"
2x10 JOIST FOR PLANT
SHELF FRAMING
PLYWOOD REIN.
5’-0"
CUT HOLES IN 2x
BLOCKING FOR INSUL
ABOVE FRONT DOOR
55’-8"
19.2" o.c.
55’-8"
19.2"
3’-1 1/2"
19.2"
19.2" o.c.
DOWN
15 RISERS
21 1/2" H. WALL
55’-8"
4’-0"
34’-3"
3’-0"
4’-0"
21’-5"
20’-4 1/2"
4’-3 1/2"
1’-0"
5’-4 1/2"
14’-10 1/2"
FRAME WALL
@ 21 1/2" A.F.F.
7’-4"
6’-6"
13’-10 1/2"
7’-3" 8’-10" 8’-3 1/8" 5’-7 3/8"
3’-0" 7’-4 1/4" 13’-10" 5’-9 1/4" 5’-0"
11"
3’-9"
55’-8"
6’-7"
21’-5"
1’-5" 6’-0"
7’-4 1/2"
11’-7 1/2" 2’-1" 10’-4"
7’-0" 3’-4"
1’-2" 3’-10 1/2"
6’-11" 6’-5" 1’-2" 3’-8 1/2"
12’-4 1/2"
3’-5 1/2" 3’-2" 7’-3 1/2"
6’-2 3/4"
8’-7"
LOAD BEARING WALL FOR SPLIT TRUSS DESIGN
2’-6"
3’-4 1/2"
17’-0 1/2"
1’-6"
11’-3 1/2"
13’-9 1/4"
7’-4 1/2"
SHORT WALL BUILT INTO TRUSS @ 5’-1" A.F.F.
10’-10 1/4" 2’-11 3/4"
7’-8"
4’-4"
9’-3 1/2"
21’-1 1/2"
22x30 ATTIC
ACCESS SEE
DETAIL A12/AD1
FRAME WINDOW TO BOTTOM
OF TOP PLATE - NO HDR
35’-11 1/2"
3’-6" 1’-6"
2’-5" 1’-3 7/8"
J16
ID2
Glued and Nailed
Hanger
Wood Beam
JOIST TO FLUSH BEAM WITH HANGER
Top-mount recommended.
Use face-mount only
with solid beam.
Use web fillers if hanger
JOIST ADJUSTMENT TOLERANCE
does not capture top chord.
PLYWOOD SUBFLOOR AND RIM BOARD
Perpendicular Rim Board
JOISTS TO FLUSH BEAM WITH HANGERS
Per APA Span
Wood Beam
Hanger
with solid beam.
Top-mount recommended.
Use face-mount only
Use web fillers if hanger
does not capture top chord.
LOAD
Index
1 3/4"(min).
Max
Cut
5 1/2"
Floor Sheathing
or beam
Bearing wall
JOIST ORIENTATION CHANGE
MULTI-LEVEL FLOOR WITH
See Detail No.5
solid bridging
Continuous
Rim Board
Optional 3/4"
JOISTS CANTILEVERED OVER BRICK
4-1/2" MAX. O.H.
Wall Load
1" MIN
Bearing Wall
or Beam
Brick Face
Rim Board
3/4" Ply or OSB
Nails @ 12" o.c.
Glued to Both Sides with 3"
3/4" Plywood or OSB Nailed and
CANTILEVER SUPPORTING
LOAD BEARING WALL
Cantilever L/5
Maximum 2’-6"
Wall Load
To Match Chords
Web Stiffener-Width
Rim Board
Use Waterproof Adhesive with
SPECIFIC DESIGN INFORMATION
Glue Plywood To Chords
R-13 CRAFT FACE
BATT INSULATION
PROVIDE 1/4" UNDERLAYMENT
AT SHEET VINYL AND 1/2"
TILE BACKER BOARD AT TILE
GRADE
RIDGE VENT
ASPHALT SHINGLE ON
15# PAPER ON
7/16" OSB
6"
4" PERF. PVC PERIMETER
DRAINTILE ON BOTH SIDES
OF FOOTING AND CONNECTED
AT THE SUMP PIT
4" CONCRETE SLAB
OVER 6 MIL VAPOR
BARRIOR OVER 4"
GRANULAR FILL ON
UNDISTURBED SOIL
8" POURED CONCRETE WALL
FLASHING AT BRICK LEDGE
WITH 3/16" WEEP HOLES AT
NO MORE THAN 33" APART
1x LADDER RAKE
PROVIDED BY TRUSS
SUPPLIER
GRADE
6"
4" PERF. PVC PERIMETER
DRAINTILE ON BOTH SIDES
OF FOOTING AND CONNECTED
AT THE SUMP PIT
9/16"x3-1/4" BASE TRIM
9/16"x3-1/4" BASE TRIM
4" CONCRETE SLAB
OVER 6 MIL VAPOR
BARRIOR OVER 4"
GRANULAR FILL ON
UNDISTURBED SOIL
8" POURED CONCRETE WALL
1/2" x 18" ANCHOR BOLTS
WITH 1 1/2" WASHERS
SPACED @ 6’ O.C.
1/2" x 18" ANCHOR BOLTS
WITH 1 1/2" WASHERS
SPACED @ 6’ O.C.
SEE FOUNDATION PLAN
FOR MORE DETAILED
CONSTRUCTION METHOD
SILL SEALER
UNDER 2x4
TREATED PLATE
W7
det.estW7
WALL HGT.
BRICK WRAP APPLICATIONS
RIDGE VENT
SECTION AT EXTERIOR WALL
SIDING APPLICATIONS
J1
det.estJ1
735 PLAN STAIR SECTION
7’-5 3/4"
(1) 2x6 TOP RAIL w/
(2) 2x4 BOTTOM RAILS
4x4 NEWEL POST
HANDRAIL
6’-9 3/4"
3’-10"
1" STAIR NOSING
(TYPICAL)
2x10 FLOOR JOISTS
(2) 2"x10" HEADER
7’-9 1/2"
4’-0"
9’-1 1/8"
WOOD ROSETTE
8’-1 1/8"
3’-0"
(3)-2x12 STRINGERS
1-1/4" TREADS
7/16" RISER
BALLUSTERS AND HANDRAIL
AS PER CODE REQUIREMENTS
1" STAIR NOSING
(TYPICAL)
2x6 FLAT FOR
STRINGER BEARING
HANDRAIL
7 15/16" RISER
9 1/2" TREAD
7’-10" TO FACE OF FIRST RISER
SCALE - 3/4" = 1’-0"
AD2
06/17/05
PLAN NAME:
DRAWING TITLE:
735a-LS63
ARCHITECTURAL DETAILS
DRAWN BY:
REV1:
REV2:
REV3:
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2008 (The Estridge Group, Inc.)
Mike Walker
Lower level 2 R.H.
A
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
J17
det.estJ17
735 ’A’ ENTRY SECTION DETAIL
(3) CRS. BRICK BELOW
FRONT PORCH SLAB
2x10 HEADER TO BE
LOCATED UNDER WALL
OF BEDROOM 2 w/ PLANT
SHELF FRAMING TO EXTEND
TO HEADER
EXTERIOR STUD WALL
FOR BEDROOM 2
2x10 HEADER FOR BRICK
ARCH OPENING @ ENTRY
8’-7 1/2" TO BOTTOM HEADER
2x6 RAFERS @
16" O.C. TYP.
CUT RAFTERS THIS SIDE
@ EACH BEARING POINT
(TOP PLATE) BRICK TO
BEAR ON (3) RAFTERS
AGAINST HOUSE
2x4 LAID FLAT FOR
GABLE WALL FRAMING
2’-1 1/4"R
6’-1 1/4" FROM FINISHED FLOOR TO CTR. OF ARCH
2x6 RATER CUT &
NAILED TO 2x8 RIDGE
AND 2x10 LEDGER AGAINST
1’-0" BUMP OUT
OSB ON EXTERIOR OF
BEDROOM 2 WALL TO
EXTEND TO RIDGE OVER
FRONT PORCH ROOF
BRICK VENEER TO BEAR
ON TRIPLE RAFTER AGAINST
EXTERIOR WALL
OSB TO WRAP STUD WALLS
OF FRONT PORCH FRAMING
9’-3 3/4" GUTTER BOARD HGT.
10’-0 5/8" TO TOP OF PLATE
10’-2 7/8" TO TOP OF PLATE
7’-8 5/8" TO TOP OF PLATE
6’-11 3/4" TO TOP OF GUTTER BOARD
9’-1 1/8" TO TOP OF STD. PLATE 10" FLR DECK
1x2 SHINGLE MOULD
ON TOP OF 1x8 FASCIA
1x6 LADDER RAKE
1x6 FRIEZE
BRICK VENEER
TRUSS PROVIDED
BY TRUSS MANUFACTURING
COMPANY
TYPICAL OF (2)
VALLEY FRAMING BY
FRAMER W/ 2x MATERIAL
TYPICAL of (8) RAFTERS
2x8 RIDGE
1x8 GUTTER BOARD
SOFFIT BOARD
1. ALL LADDER RAKE MATERIAL TO BE SUPPLIED BY TRUSS MANUFACTURER
2. LADDER RAKE TO BE 2x4 MATERIAL WHEN 1x6 FASCIA IS USED AND 2x6
MATERIAL WHEN 1x8 FASCIA IS USED
3. ALL RAFTERS TO BE SPACED AT 16" O.C. UNLESS NOTED OTHERWISE
4. SEE ELEVATIONS FOR MATERIAL DESIGNATIONS
ROOF FRAMING NOTES:
notes.roof02
2x6 RAFTERS @ 16" O.C. TYP.
2x8 RIDGE TYP.
12" OVERHANG
12" OVERHANG
12" LADDER RAKE
12" LADDER RAKE
12" OVERHANG
12" OVERHANG
12" LADDER RAKE
12" LADDER RAKE
12" LADDER RAKE
12" LADDER RAKE
12" LADDER RAKE
2x8 LEDGER
2x6 RAFTERS @ 19.2" O.C. TYP.
TO BE NAILED TO 2x6 OUTLOOKERS
FROM 2nd FLOOR JOIST SYSTEM
SEE SHEET A8 FOR CLARIFICATION
2x6 RAFTERS @ 16" O.C. TYP.
2x8 RIDGE
TRIPLE RAFTERS FOR BRICK LOAD
8’-11 5/16"
2’-3" 4’-9 3/8" 11’-3 1/8"
2’-2 7/8"
2x6 RAFTERS @ 16" O.C. TYP.
2x8 RIDGE
2x4 VALLEY NAILER
5/12
5/12
8/12
14/12
14/12
14/12
8/12
8/12
14/12
14/12
14/12
14/12
SCALE - 1/4" = 1’-0"
60’,70’
R2
01/11/06
PLAN NAME:
DRAWING TITLE:
735a-LS63
ROOF FRAMING
DRAWN BY:
REV1: 10102 09/21/01 BMC
REV2: 12949 09/07/05 RLT
REV3: 13573 01/11/06 RLT
REV4:
REV5:
TRUSS BOTTOM CHORD
12"
2x2 CONTINUOUS NAILER
2x2 BLOCKING AT 16" O.C.
FRIEZE BOARD (SEE ELEV.)
GUTTERBOARD (SEE ELEV.)
ROOF SHINGLES
7/16" ROOF DECKING
3/4" RIGID INSULATION
3/8" ROUGH SAWN PLYWOOD
R-38 BLOWN INSULATION
PROVIDE 2" CLEARANCE
FOR INSULATION
12"
SEE ROOF PLAN
2" CONTINUOUS SOFFIT VENT
R-13 BATT INSULATION
W/ 2 MIL. VAPOR BARRIER
15# BUILDING FELT
BRICK
1/2" DRYWALL
1/2" DRYWALL
R7
det.estR7
ROOF DETAIL at HOUSE SOFFIT
at BRICK LOCATIONS
1’-0"
GABLE TRUSS
12" LADDER RAKE
FRIEZE BOARD (SEE ELEV.)
FASCIA (SEE ELEV.)
ROOF SHINGLES
7/16" ROOF DECKING
3/4" RIGID INSULATION
3/8" ROUGH SAWN PLYWOOD
R-30 BATT INSULATION
1/2" DRYWALL
R-13 BATT INSULATION
W/ 2 MIL. VAPOR BARRIER
HEIGHT VARIES
15# BUILDING FELT
SIDING
1/2" DRYWALL
2x4 DRYWALL NAILER
R18
det.estR18
ROOF DETAIL at HOUSE GABLE
at SIDING LOCATIONS w/ SLOPED CEILING
1’-0"
GABLE TRUSS
12" LADDER RAKE
FRIEZE BOARD (SEE ELEV.)
FASCIA (SEE ELEV.)
ROOF SHINGLES
7/16" ROOF DECKING
1/2" INSULATION SHEATHING
3/8" ROUGH SAWN PLYWOOD
2x2 CONTINUOUS NAILER
15# BUILDING FELT
BRICK
60’,70’
T1
09/07/05
PLAN NAME:
DRAWING TITLE:
735a-LS63
TRUSS LAYOUT
DRAWN BY:
REV1: 12949 09/07/05 RLT
REV2:
REV3:
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2008 (The Estridge Group, Inc.)
Mike Walker
Lower level 2 R.H.
A
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
DGE
DSW
DD DD
DD DD DD DD
DD
D D D
D1
D
D1SC
D1 D1 D1 D1
AAST
A1GE
AAST AAST AAST AAST AAST AAST AAST AAST AAST
CGE
AGE
CGR
BSW
DD
SCALE - 1/4" = 1’-0"
UP
14 RISERS
2/4INT
2/8INT
FURN
1. ALL DRYWALL TO BE 1/2" THICK UNLESS NOTED OTHERWISE
2. ALL FLOOR DECK AREAS TO HAVE 1/4" STRUCTURE WOOD
UNDERLAYMENT EXCEPT WHERE CARPETING OR CERAMIC
TILE FLOOR FINISH IS SPECIFIED.
3. ALL FLOOR DECK AREAS TO HAVE 3/8" PLYWOOD UNDERLAYMENT
WHERE CERAMIC TILE FLOOR FINISH IS SPECIFIED.
3. CERAMIC TILE AREAS (EXCLUDING FLOORS) TO HAVE TILE BACKER
BOARD UNLESS NOTED OTHERWISE.
FINISH NOTES:
notes.fin01
60’,70’
SCALE - 1/4" = 1’-0"
I1
06/17/05
PLAN NAME:
DRAWING TITLE:
735a-LS63
Bsmt. FLOOR INTERIOR FINISH
DRAWN BY:
REV1:
REV2:
REV3:
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2008 (The Estridge Group, Inc.)
Mike Walker
Lower level 2 R.H.
A
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
UN-FINISHED LOWER LEVEL
LOWER LEVEL
SUMP WATER
EJCT. HEATER
1. ALL DRYWALL TO BE 1/2" THICK UNLESS NOTED OTHERWISE
2. ALL FLOOR DECK AREAS TO HAVE 1/4" STRUCTURE WOOD
UNDERLAYMENT EXCEPT WHERE CARPETING OR CERAMIC
TILE FLOOR FINISH IS SPECIFIED.
3. ALL FLOOR DECK AREAS TO HAVE 3/8" PLYWOOD UNDERLAYMENT
WHERE CERAMIC TILE FLOOR FINISH IS SPECIFIED.
3. CERAMIC TILE AREAS (EXCLUDING FLOORS) TO HAVE TILE BACKER
BOARD UNLESS NOTED OTHERWISE.
FINISH NOTES:
notes.fin01
ARCHED OPENING
2852 2852 2852
2852 2852 2852
2852 2852
DOWN
14 RISERS
UP
15 RISERS
CH
ARCHED OPENING
C
H
H
C
H
HC
J8
AD4
J9
AD4
J1
AD2
D.W.
5/0DWO
C
FLUSH CERAMIC
TILE HEARTH AND
MANTEL - SEE I5/ID2
J7
ID2
ARCHED OPENING
LAUNDRY RM STORAGE
TRUNK SEE DET J21/ID2
HOSE BIB
HOSE BIB
2/8VER
2/8SERV
4/0DBP
2052
WASHER DRYER
REF
2/0INT
5 SHELVES
1R/1S
2/6INT
3/0DWO
1R/1S
3/0EXT6
5/0DWO
2852
1. ALL DRYWALL TO BE 1/2" THICK UNLESS NOTED OTHERWISE
2. ALL FLOOR DECK AREAS TO HAVE 1/4" STRUCTURE WOOD
UNDERLAYMENT EXCEPT WHERE CARPETING OR CERAMIC
TILE FLOOR FINISH IS SPECIFIED.
3. ALL FLOOR DECK AREAS TO HAVE 3/8" PLYWOOD UNDERLAYMENT
WHERE CERAMIC TILE FLOOR FINISH IS SPECIFIED.
3. CERAMIC TILE AREAS (EXCLUDING FLOORS) TO HAVE TILE BACKER
BOARD UNLESS NOTED OTHERWISE.
FINISH NOTES:
notes.fin01
DOWN
15 RISERS
C
C
H
C H
OPEN WOOD RAIL
J16
ID2
H
I12
ID2
3 HOOKS
2/6INT
2R/2S
2/4INT
2-2/6INT 2/6INT
1R/1S
1R/1S
3020
2/6INT
2-2/0INT
2/6INT
2846
2852 2852
2-2/0INT
1/6INT
2/0DWO
1R/1S
2/6INT
2846
5 SHELVES
2/4INT
1R/1S
1R/1S
2/6INT
2/4INT
5 SHELVES
2/6DWO
20462 2846
2/4INT
2/4INT
2846
2R/2S
SHELVES
JEWELRY DR
LNDRY BSKT
1R/1S
60’,70’
SCALE - 1/4" = 1’-0"
2/4INT
2/6DWO
2/4INT
VSB30
18"TB
MIR8436
18"TB
C
H
I12
ID2
VSB36
24"TB
VD24
1/6INT
VSB42
18"TB
VD24
2-2/6INT
2/4INT
5 SHELVES
24"TB
1R/1S
2/6INT
MIR6036
18"TB
2/4INT
18"TB
2/4INT
PH
VDB15 LCD18
C
H
C H
VSB42
1R/1S
2/0DWO
18"TB
PH
MIR3036
H
2/4INT
VSB30
REF
2/0INT
5 SHELVES
3/0DWO
B36
18"TB
MIR3036
2’-10 1/2"
4’-1" 2’-10 1/2"
3’-1"
D.W.
BATH #3 LAYOUT
KITCHEN LAYOUT
BATH #2 LAYOUT
SCALE - 1/2" = 1’-0"
ID1
06/17/05
FILLET SHOE RAIL (CONT.)
1x TRIM
ROUTER EASED EDGES
1x SKIRT TRIM
1-1/4" TREAD
2x4 STRINGER
2x12 STAIR STRINGER
3/4" COVE MOLDING
9/16"x3-1/4"
BASE TRIM
DRYWALL
2x4 STUD WALL
I7
det.estI7
STAIR STRINGER TRIM DETAIL
at HANDRAIL
3/4" COVE MOLDING
I6
det.estI6
7 1/4" 1x8 CAP
9/16"x3 1/4" BASE
1/2" DRYWALL
2x4 STUDS AT 16"O.C.
HALF WALL DETAIL
SEE FLR. PLAN FOR t.o. ROUGH FRAME
at INTERIOR
ROUTED EASED EDGES
1/2"x3/4" COVE MOLD
10 3/16"
1 5/8" 7" 1 5/8"
1x12 TRIM
1/2" X 3/4" COVE
9/16" X 3 1/4" BASE
1/2" DRYWALL
2x4 STUDS AT 16"O.C.
(DOUBLE WIDTH)
I2
det.estI2
DOUBLE HALF WALL DETAIL
at INTERIOR
DRYWALL
ROUTED 1x SKIRT TRIM
1-1/4" TREAD
2x4 STRINGER
2x12 STAIR STRINGER
DRYWALL
2x4 STUD WALL
I8
det.estI8
STAIR STRINGER TRIM DETAIL
at WALL LINE
DRYWALL
7/16" O.S.B. RISER
3/4" WOOD TRIM
9/16"x3 1/4"
BASE TRIM
1-1/4" TREAD
3/4" COVE MOLDING
2x2 BALLUSTERS TYP.
HANDRAIL
UP
14 RISERS DROP
16"x8"SQUARE
64.00"
16"x8"SQUARE
174.00"
16"x8"SQUARE
11.00"
16"x8"SQUARE
193.00"
6"DIAM
138.25"
6"DIAM
172.0625"
7"DIAM
186.3125"
7"DIAM
68.125"
6"DIAM
112.1875"
6"DIAM
275.0625"
6"DIAM
95"
24"x10"SQUARE
169.00"
1. NO MECHANICAL NOTES AT THIS TIME
MECHANICAL PLAN NOTES:
notes.mech01
SCALE - 1/4" = 1’-0"
60’,70’
M1
06/17/05
PLAN NAME:
DRAWING TITLE:
735a-LS63
Bsmt. FLOOR MECHANICAL
DRAWN BY:
REV1: 8078 09/21/01 BMC
REV2:
REV3:
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2008 (The Estridge Group, Inc.)
Mike Walker
Lower level 2 R.H.
A
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
UN-FINISHED LOWER LEVEL
LOWER LEVEL
1. NO MECHANICAL NOTES AT THIS TIME
MECHANICAL PLAN NOTES:
notes.mech01
DOWN
14 RISERS
UP
15 RISERS
1 STEPS
20"x8"SQUARE
49.00" 20"x8"SQUARE
16.00"
60’,70’
SCALE - 1/4" = 1’-0"
M2
06/17/05
PLAN NAME:
DRAWING TITLE:
735a-LS63
1st FLOOR MECHANICAL
DRAWN BY:
REV1: 9922 12/11/00 BMC
REV2: 9290 09/26/02 RLT
REV3:
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2008 (The Estridge Group, Inc.)
Mike Walker
Lower level 2 R.H.
A
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
KITCHEN
SUNROOM
FAMILY ROOM
BREAKFAST
GARAGE
DINING ROOM
ENTRY GARAGE
DEN
OPTIONAL
DOWN
15 RISERS
4x10 FLR REG
4x12 FLR REG
4x10 FLR REG
14x6 R/A GRILL
14x6 R/A GRILL
14x6 R/A GRILL
14x6 R/A GRILL
14x14 R/A GRILL
w/ CUBE ON TOP
CHASE TO BE USED
FOR FIREPLACE FLUE
4x10 FLR REG
4x10 FLR REG
4x10 FLR REG 4x12 FLR REG
2’-5"
1. NO MECHANICAL NOTES AT THIS TIME
MECHANICAL PLAN NOTES:
notes.mech01
SCALE - 1/4" = 1’-0"
60’,70’
M3
06/17/05
PLAN NAME:
DRAWING TITLE:
735a-LS63
2nd FLOOR MECHANICAL
DRAWN BY:
REV1: 9781 03/15/01 RJH
REV2: 9773 03/15/01 RJH
REV3:
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2008 (The Estridge Group, Inc.)
Mike Walker
Lower level 2 R.H.
A
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
BEDROOM #3
MASTER BATH
BEDROOM #2
BEDROOM #4
PLANT SHELF
OPTIONAL BONUS ROOM
W.I.C.
BATH #2
MASTER BEDROOM
UP
14 RISERS
1. HEIGHT OF EXTERIOR GARAGE COACH LIGHTS TO BE
68" ABOVE GARAGE CONCRETE FLOOR (U.N.O.)
2. HEIGHT OF EXTERIOR FRONT PORCH LIGHT FIXTURES
TO BE 68" ABOVE FINISH FIRST FLOOR (U.N.O.)
3. HEIGHT OF LIGHT FIXTURES AT GARAGE SIDE ENTRY
LOCATIONS TO BE 72" ABOVE GARAGE CONCRETE
FLOOR (U.N.O.)
4. HEIGHT OF LIGHT FIXTURES AT REAR PATIO AREAS TO
BE 72" ABOVE FINISH FIRST FLOOR (U.N.O.)
ELECTRICAL PLAN NOTES:
notes.elec01
SINGLE POLE SWITCH
THREE WAY SWITCH
FOUR WAY SWITCH
DOOR JAMB SWITCH
SMOKE DETECTOR
CHIMES
DUPLEX OUTLET
SWITCHED OUTLET
WEATHER PROOF OUTLET
GROUND FAULT OUTLET
220V OUTLET
CEILING FIXTURE
WALL MOUNT FIXTURE
PULL CHAIN FIXTURE
FLUORESCENT FIXTURE
RECESSED FIXTURE
WIRE FOR PADDLE FAN
WIRE FOR PADDLE FAN
AND LIGHT KIT
HEAT PUMP
J 4 3
SD
CH
W
G
TRACK FIXTURE
UNDER CABINET FIXTURE
SUBWOOFER
MAIN ELECTRONICS LOCATION
EXHAUST FAN
EXHAUST FAN W/LIGHT
F
F
PC
T
U
ELECTRICAL SYMBOL LEGEND
legend.elect
DOUBLE RG-6 VIDEO
GARAGE DOOR SENSOR
L
EXTERIOR FLOOD LIGHT
RECESSED STEP LIGHT
TELEPHONE JACK
INTERCOM
TELEVISION/CABLE
PLASMA ROUGH-IN
1. HEIGHT OF EXTERIOR GARAGE COACH LIGHTS TO BE
68" ABOVE GARAGE CONCRETE FLOOR (U.N.O.)
2. HEIGHT OF EXTERIOR FRONT PORCH LIGHT FIXTURES
TO BE 68" ABOVE FINISH FIRST FLOOR (U.N.O.)
3. HEIGHT OF LIGHT FIXTURES AT GARAGE SIDE ENTRY
LOCATIONS TO BE 72" ABOVE GARAGE CONCRETE
FLOOR (U.N.O.)
4. HEIGHT OF LIGHT FIXTURES AT REAR PATIO AREAS TO
BE 72" ABOVE FINISH FIRST FLOOR (U.N.O.)
ELECTRICAL PLAN NOTES:
notes.elec01
DOWN
14 RISERS
UP
15 RISERS
DISPOSAL
TO ENTRY
LIGHT ABOVE
TO 2ND FLR
LIGHTS
D.W.
TO OUTLET @ LEDGE
30" A.F.F.
WIRED FOR
OPENER AND
SENSORS
WIRED FOR
OPENER AND
SENSORS
WASHER DRYER
REF
SINGLE POLE SWITCH
THREE WAY SWITCH
FOUR WAY SWITCH
DOOR JAMB SWITCH
SMOKE DETECTOR
CHIMES
DUPLEX OUTLET
SWITCHED OUTLET
WEATHER PROOF OUTLET
GROUND FAULT OUTLET
220V OUTLET
CEILING FIXTURE
WALL MOUNT FIXTURE
PULL CHAIN FIXTURE
FLUORESCENT FIXTURE
RECESSED FIXTURE
WIRE FOR PADDLE FAN
WIRE FOR PADDLE FAN
AND LIGHT KIT
HEAT PUMP
J 4 3
SD
CH
W
G
TRACK FIXTURE
UNDER CABINET FIXTURE
SUBWOOFER
MAIN ELECTRONICS LOCATION
DOWN
15 RISERS
TO SWITCH BELOW
TO SWITCH BELOW
TO SWITCH BELOW
Tech. Panel
1. HEIGHT OF EXTERIOR GARAGE COACH LIGHTS TO BE
68" ABOVE GARAGE CONCRETE FLOOR (U.N.O.)
2. HEIGHT OF EXTERIOR FRONT PORCH LIGHT FIXTURES
TO BE 68" ABOVE FINISH FIRST FLOOR (U.N.O.)
3. HEIGHT OF LIGHT FIXTURES AT GARAGE SIDE ENTRY
LOCATIONS TO BE 72" ABOVE GARAGE CONCRETE
FLOOR (U.N.O.)
4. HEIGHT OF LIGHT FIXTURES AT REAR PATIO AREAS TO
BE 72" ABOVE FINISH FIRST FLOOR (U.N.O.)
ELECTRICAL PLAN NOTES:
notes.elec01
SINGLE POLE SWITCH
THREE WAY SWITCH
FOUR WAY SWITCH
DOOR JAMB SWITCH
SMOKE DETECTOR
CHIMES
DUPLEX OUTLET
SWITCHED OUTLET
WEATHER PROOF OUTLET
GROUND FAULT OUTLET
220V OUTLET
CEILING FIXTURE
WALL MOUNT FIXTURE
PULL CHAIN FIXTURE
FLUORESCENT FIXTURE
RECESSED FIXTURE
WIRE FOR PADDLE FAN
WIRE FOR PADDLE FAN
AND LIGHT KIT
HEAT PUMP
J 4 3
SD
CH
W
G
TRACK FIXTURE
UNDER CABINET FIXTURE
SUBWOOFER
MAIN ELECTRONICS LOCATION
EXHAUST FAN
EXHAUST FAN W/LIGHT
F
F
PC
T
U
ELECTRICAL SYMBOL LEGEND
legend.elect
DOUBLE RG-6 VIDEO
GARAGE DOOR SENSOR
L
EXTERIOR FLOOD LIGHT
RECESSED STEP LIGHT
TELEPHONE JACK
INTERCOM
TELEVISION/CABLE
PLASMA ROUGH-IN
IN-WALL SPEAKER
PHOTOCELL
RECESSED EYEBALL LIGHT
IN-WALL WIRE-ONLY SPEAKER
IN-CEILING SPEAKER
IN-CEILING WIRE-ONLY SPEAKER
SPEAKER PLATE
SERVICE PANEL
HVAC THERMOSTAT
MEDIA OULET
DATA JACK
TECH PANEL
M
C
W/O
W/O
SP
SUB
PLASMA
MEL
D V
Tech. Panel
SCALE - 1/4" = 1’-0"
60’,70’
E3
10/21/05
PLAN NAME:
DRAWING TITLE:
735a-LS63
2nd FLOOR ELECTRICAL
DRAWN BY:
REV1: 10299 07/10/01 BMC
REV2: 12577 10/21/05 RJH
REV3:
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2008 (The Estridge Group, Inc.)
Mike Walker
Lower level 2 R.H.
A
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
BEDROOM #3
MASTER BATH
BEDROOM #2
BEDROOM #4
PLANT SHELF
OPTIONAL BONUS ROOM
W.I.C.
BATH #2
MASTER BEDROOM
S
F
S
S
S
S
G
G
S
S
S
3
S
G
S
S
4
S
SD
S
S
SD
SD
SD
SD
F
S S
S
S
4S
PC
S
3
F
G
HP
T
S
IC
EYE
PHOTO
EXHAUST FAN
EXHAUST FAN W/LIGHT
F
F
PC
T
U
ELECTRICAL SYMBOL LEGEND
legend.elect
DOUBLE RG-6 VIDEO
GARAGE DOOR SENSOR
L
EXTERIOR FLOOD LIGHT
RECESSED STEP LIGHT
TELEPHONE JACK
INTERCOM
TELEVISION/CABLE
PLASMA ROUGH-IN
IN-WALL SPEAKER
PHOTOCELL
RECESSED EYEBALL LIGHT
IN-WALL WIRE-ONLY SPEAKER
IN-CEILING SPEAKER
IN-CEILING WIRE-ONLY SPEAKER
SPEAKER PLATE
SERVICE PANEL
HVAC THERMOSTAT
MEDIA OULET
DATA JACK
TECH PANEL
M
C
W/O
W/O
SP
SUB
PLASMA
MEL
D V
Tech. Panel
SCALE - 1/4" = 1’-0"
60’,70’
E2
10/21/05
PLAN NAME:
DRAWING TITLE:
735a-LS63
1st FLOOR ELECTRICAL
DRAWN BY:
REV1: 10146 03/15/01 RJH
REV2: 9782 03/15/01 RJH
REV3: 12616 05/04/05 RLT
REV4: 12888 09/12/05 RLT
REV5: 12577 10/21/05 RJH
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2008 (The Estridge Group, Inc.)
Mike Walker
Lower level 2 R.H.
A
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
KITCHEN
SUNROOM
FAMILY ROOM
BREAKFAST
GARAGE
DINING ROOM
ENTRY GARAGE
DEN
OPTIONAL
S
W
S
3
S SD CH
3
S
S
S
4
S
4
S
S S
S
3
S
S
3
G
G
S
3
S
3
S
3
S
4
S
S
S
3
F
S S
S
T
G
S
S
3
S
S S S S
S
3
W
S
3
HP
T
S
IC
EYE
PHOTO
PHOTO
IN-WALL SPEAKER
PHOTOCELL
RECESSED EYEBALL LIGHT
IN-WALL WIRE-ONLY SPEAKER
IN-CEILING SPEAKER
IN-CEILING WIRE-ONLY SPEAKER
SPEAKER PLATE
SERVICE PANEL
HVAC THERMOSTAT
MEDIA OULET
DATA JACK
TECH PANEL
M
C
W/O
W/O
SP
SUB
PLASMA
MEL
D V
Tech. Panel
60’,70’
SCALE - 1/4" = 1’-0"
E1
01/05/06
PLAN NAME:
DRAWING TITLE:
735a-LS63
Bsmt. FLOOR ELECTRICAL
DRAWN BY:
REV1: 8078 09/21/01 BMC
REV2: 12557 10/21/05 RJH
REV3: 11879 01/05/06 RJH
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2008 (The Estridge Group, Inc.)
Mike Walker
Lower level 2 R.H.
A
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
UN-FINISHED LOWER LEVEL
LOWER LEVEL
SUMP
S
G
S
S
G
G
F
G
WATER
HEATER
S
3
S
SD
EJCT.
HP
T
S
IC
EYE
FURN
PHOTO
SUMP WATER
HEATER
FURN
EJCT.
BP
BP
CONT. SHOE RAIL
W/ FILLET
1x WOOD SKIRT
BOARD BEYOND
I7
I9
det.estI9
TYPICAL STAIR TRIM DETAIL
at STAIR RAIL
J7
det.estJ7
FIREPLACE ELEVATION FAMILY ROOM
ALL DIMENSIONS ARE ROUGH FRAME U.O.N.
3’-1 5/8"
(2) 2x10 DROPPED HDR
VBC33 CONSOLE
CABINET BASE
9’-1 1/8" FIRST FLOOR WALL HGT.
8’-1 1/8" TO BOTTOM OF BULKHEAD
3’-1 5/8"
3’-5 1/2"
36" COUNTER TOP W/
1" OVERHANG
3/4" BIRCH PLYWOOD TO LINE
INSIDE OF BOOK SHELF
1 1/2"
1 1/2"
1x6 WHITE PINE
@ TOP W/ 4 1/4" CROWN
SEE FLOOR JOIST LAYOUT
FOR CHIMNEY FLUE ACCESS
PANEL MOLD
(2) 2x10 DROPPED HDR
4’-7 5/8"
SPACE (3) SHELVES
EQUAL DISTANCE APART
SEE DETAIL I5/ID2
FOR MANTEL DETAIL
5 1/2" 4" 3’-11 1/4" 4" 5 1/2"
2’-3 1/2"
CERAMIC TILE TO BE
AROUND PERIMETER OF
4" RECESS AROUND
FIREPLACE OPENING
1’-2" 1’-6 1/4" 2’-8 7/8"
6’-0 3/4"
(2) 2x10 DROPPED HDR
3/4" VC BIRCH SHEATHING
7/16" PLY
1’-6"
TO TOP OF
7/16" PLY
I12
det.estI12
TUB WALL ACCESS PANEL
TYPICAL
2" 2"
BULL NOSE TILE
1x4 TRIM W/ OGEE
ROUTED EDGING
(INSIDE AND OUT)
2’-0" 2’-0"
SCREWS TO BE PLACED
2’-0" O.C.
1/4" DIA. WOOD SCREWS SET IN STUDS
W/ 1/2" DIA. WOOD BUTTON COVERS (TYP.)
2" 2"
FIELD VERIFY
2x4 STUDS
CEMENT BOARD
J10
det.estJ10
ARCHED OPENING DETAIL
2x4 BLOCKING FOR
3/8" BENDING BOARD
5’-0" 1’-2 1/4"
9’-1 1/8"
3’-0" 4’-5 1/4" 1’-7 7/8"
1’-0" 7’-2"
8’-2"
5’-1 1/2"R
11 3/4"
1/2"X 3/4" WOOD COVE
(2)-1x8 BOARDS
1 3/4" DECRA MOULD (R42)
2x2 BLOCKING
2x4 BLOCKING
4-1/4" CROWN MOULD
1x8 BOARD
W/ OGEE ROUTED EDGE
1/4"X 1-3/8" LATTICE
1x6 TRIM W/ OGEE ROUTED EDGE
1x8 #3 SPRUCE
I4
det.estI4
TYPICAL MANTLE DETAIL
at FIREPLACE
4’-7 1/2"
3’-4"
3’-2 3/4"
4’-5 3/4"
5’-7"
2’-3"
4"
I4
8"x 8" CERAMIC TILE
I5
det.estI5
MANTEL and TILE LAYOUT
at 36" FIREPLACE
J16
det.estJ16
DRYWALL OPENING @ COMPUTER NICHE
2’-7"
9 1/4" HEADER
3’-0"
8’-1 1/8"
4’-0"
2’-10 1/2"R
2x4 SILL PLATE
4’-0" 3’-0"
7’-0"
2’-6"
7’-0"
2x4 BLOCKING W/
OSB TO INSIDE FACE
OF STUD FOR DRYWALL
WRAPPED OPEING
9’-1 1/8"
2’-0 3/4"
4’-0 1/2"
J21
det.estJ21
LAUNDRY ROOM STORAGE TRUNK
TO TOP OF BOX
3 1/4" BASE
w/ SHOE MOLD
KNEE WALL TO BE FRAMED
BY TRIM CARPENTER.
W/ 3/4" BIRCH INSIDE & OUTSIDE
OF STUD WALL
TOP OF WALL TO HAVE 3/4" WOOD CAP
3/4" BIRCH TOP W/
PIANO HINGE
ALLOW 1" O.H. @ FRONT PANEL
11/16" x 3/4" COVE
AROUND PERIMETER OF TOP
PANEL MOLD ON FRONT OF BOX
J30
det.estJ30
11 1/4" 1x12 CAP
9/16"x3 1/4" BASE
1/2" DRYWALL
2x4 STUDS AT 16"O.C.
HALF WALL DETAIL
SEE DETAIL J10 HALF WALL HEIGHT
at FAMILY ROOM / NOOK
ROUTED EASED EDGES
1/2"x3/4" COVE MOLD
ID2
06/17/05
PLAN NAME:
DRAWING TITLE:
735a-LS63
INTERIOR DETAILS
DRAWN BY:
REV1:
REV2:
REV3:
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2008 (The Estridge Group, Inc.)
Mike Walker
Lower level 2 R.H.
A
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
PLAN NAME:
DRAWING TITLE:
735a-LS63
CABINET LAYOUTS
DRAWN BY:
REV1:
REV2:
REV3:
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2008 (The Estridge Group, Inc.)
Mike Walker
Lower level 2 R.H.
A
MASTER BATH LAYOUT
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
I3
06/17/05
PLAN NAME:
DRAWING TITLE:
735a-LS63
2nd FLOOR INTERIOR FINISH
DRAWN BY:
REV1: 12355 06/17/05 RLT
REV2:
REV3:
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2008 (The Estridge Group, Inc.)
Mike Walker
Lower level 2 R.H.
A
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
BEDROOM #3
MASTER BATH
BEDROOM #2
BEDROOM #4
PLANT SHELF
OPTIONAL BONUS ROOM
W.I.C.
BATH #2
MASTER BEDROOM
2052
16X7OHD 2/8EXT6
4/4EAO
1 STEPS
8X7OHD
2/4INT
1 SHELF
12SLF 12SLF
5 SHELVES
2852 2852
AP5052 2852
ABO3040
2852 2432
SCALE - 1/4" = 1’-0"
60’,70’
I2
06/17/05
PLAN NAME:
DRAWING TITLE:
735a-LS63
1st FLOOR INTERIOR FINISH
DRAWN BY:
REV1: 12355 06/17/05 RLT
REV2:
REV3:
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2008 (The Estridge Group, Inc.)
Mike Walker
Lower level 2 R.H.
A
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
KITCHEN
SUNROOM
FAMILY ROOM
BREAKFAST
GARAGE
DINING ROOM
ENTRY GARAGE
DEN
OPTIONAL
R15
det.estR15
ROOF DETAIL at GARAGE GABLE
at BRICK LOCATIONS
1’-0"
GABLE TRUSS
12" LADDER RAKE
FRIEZE BOARD (SEE ELEV.)
FASCIA (SEE ELEV.)
ROOF SHINGLES
7/16" ROOF DECKING
3/4" RIGID INSULATION
3/8" ROUGH SAWN PLYWOOD
2x2 CONTINUOUS NAILER
R-30 BATT INSULATION
1/2" DRYWALL
R-13 BATT INSULATION
W/ 2 MIL. VAPOR BARRIER
HEIGHT VARIES
15# BUILDING FELT
BRICK
1/2" DRYWALL
R17
det.estR17
ROOF DETAIL at HOUSE GABLE
at BRICK LOCATIONS w/ SLOPED CEILINGS
TRUSS BOTTOM CHORD
8"
2x2 CONTINUOUS NAILER
2x2 BLOCKING AT 16" O.C.
FRIEZE BOARD (SEE ELEV.)
GUTTERBOARD (SEE ELEV.)
ROOF SHINGLES
7/16" ROOF DECKING
3/4" RIGID INSULATION
3/8" ROUGH SAWN PLYWOOD
R-38 BLOWN INSULATION
PROVIDE 2" CLEARANCE
FOR INSULATION
12"
SEE ROOF PLAN
2" CONTINUOUS SOFFIT VENT
15# BUILDING FELT
1/2" DRYWALL
1/2" DRYWALL
SIDING
R-13 BATT INSULATION
W/ 2 MIL. VAPOR BARRIER
R9
det.estR9
ROOF DETAIL at HOUSE SOFFIT
at SIDING LOCATIONS
8"
GABLE TRUSS
8" LADDER RAKE
FRIEZE BOARD (SEE ELEV.)
FASCIA (SEE ELEV.)
ROOF SHINGLES
7/16" ROOF DECKING
3/4" RIGID INSULATION
3/8" ROUGH SAWN PLYWOOD
R-30 BATT INSULATION
1/2" DRYWALL
R-13 BATT INSULATION
W/ 2 MIL. VAPOR BARRIER
HEIGHT VARIES
15# BUILDING FELT
SIDING 1/2" DRYWALL
2x4 DRYWALL NAILER
R19
det.estR19
ROOF DETAIL at HOUSE GABLE
at SIDING LOCATIONS w/ SLOPED CEILING
8"
GABLE TRUSS
8" LADDER RAKE
FRIEZE BOARD (SEE ELEV.)
FASCIA (SEE ELEV.)
ROOF SHINGLES
7/16" ROOF DECKING
1/2" INSULATION SHEATHING
3/8" ROUGH SAWN PLYWOOD
SIDING
15# BUILDING FELT
R20
det.estR20
ROOF DETAIL at HOUSE or GARAGE GABLE
at SIDING LOCATIONS
1’-0"
GABLE TRUSS
12" LADDER RAKE
FRIEZE BOARD (SEE ELEV.)
FASCIA (SEE ELEV.)
ROOF SHINGLES
7/16" ROOF DECKING
1/2" INSULATION SHEATHING
3/8" ROUGH SAWN PLYWOOD
SIDING
15# BUILDING FELT
R21
det.estR21
ROOF DETAIL at HOUSE or GARAGE GABLE
at SIDING LOCATIONS
1’-0"
GABLE TRUSS
12" LADDER RAKE
FRIEZE BOARD (SEE ELEV.)
FASCIA (SEE ELEV.)
ROOF SHINGLES
7/16" ROOF DECKING
1/2" INSULATION SHEATHING
3/8" ROUGH SAWN PLYWOOD
2x6 CONTINUOUS NAILER (RIPPED)
15# BUILDING FELT
BRICK
R22
det.estR22
ROOF DETAIL at HOUSE GABLE
at BRICK LOCATIONS RD1
01/11/06
PLAN NAME:
DRAWING TITLE:
735a-LS63
ROOF DETAILS
DRAWN BY:
REV1: 13573 01/11/06 RLT
REV2:
REV3:
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2008 (The Estridge Group, Inc.)
Mike Walker
Lower level 2 R.H.
A
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2008 (The Estridge Group, Inc.)
Mike Walker
Lower level 2 R.H.
A
12’,30’
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
W/ VENT
1x6 FRIEZE
1x2 NAILER
1/2" DRYWALL
BATT INSULATION
INSTALLED IN WALL
3/4" FOAM INSILATING BRD.
TRIPLE RAFTERS UNDER
BRICK VENEER FOR BRICK
SUPPORT
2x6 RAFTER NAILED
INTO 2x10 LEDGER
2x6 RAFTERS TYPICAL
OF PORCH FRAMING
2x8 RIDGE BOARD
BATT INSULATION IN
FLOOR JOIST
2x4 NAILER
7" 5’-3"
2x10 HEADER ABV DR
3/4" FOAM INSUL
1x6 TRIM TO WRAP
PERIMETER OF WALL
ABOVE ENTRY DOOR
1x6 TRIM AROUND INSIDE
CEILING OF FRONT PORCH
SOFFIT BOARD FOR
FRONT PORCH CEILING
2x10 FLOOR JOIST
FOR PLANT SHELF
9’-4" TO TOP OF GUTTER BOARD
10’-0 5/8" TO TOP OF PLATE
2x4 LADDER FRAMING
BETWEEN OSB W/ BENDING
BOARD BELOW TO FRAME
ARCH @ ENTRY
SCALE - 3/4" = 1’-0"
AD3
06/17/05
PLAN NAME:
DRAWING TITLE:
735a-LS63
ARCHITECTURAL DETAILS
DRAWN BY:
REV1:
REV2:
REV3:
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2008 (The Estridge Group, Inc.)
Mike Walker
Lower level 2 R.H.
A
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
FAX (317) 582-2452
at EAVE LOCATIONS
ASPHALT SHINGLE ON
15# PAPER ON
7/16" OSB
1x LADDER RAKE
PROVIDED BY TRUSS
SUPPLIER
WALL CONSTRUCTION (EXTERIOR HORIZ. SIDING)
HORIZONTAL SIDING R = 0.15
1/2" FOAM SHEATHING R = 3.00
1/4" ENERGY BRACE R = .95
OUTSIDE AIR FILM (15mph) R = 0.17
KRAFT FACED R-13 INSULATION R = 13.0
INSIDE AIR FILM (STILL AIR) R = .68
1/2" PAINTED DRYWALL R = .45
_______________________________________________
TOTAL R-VALUE R = 18.40
SIDING:
WOLVERINE VINYL SIDING
2x4 NAILER
1/2" DRYWALL
TRUSSES
FRIEZE BOARD
SEE ELEV.
1/2" DRYWALL
FASCIA BOARD
SEE ELEV.
MIN.
1x2 SHINGLE MOLD
WALL CONSTRUCTION (EXTERIOR HORIZ. SIDING)
HORIZONTAL SIDING R = 0.15
1/2" FOAM SHEATHING R = 3.00
1/4" ENERGY BRACE R = .95
OUTSIDE AIR FILM (15mph) R = 0.17
KRAFT FACED R-13 INSULATION R = 13.0
INSIDE AIR FILM (STILL AIR) R = .68
1/2" PAINTED DRYWALL R = .45
_______________________________________________
TOTAL R-VALUE R = 18.40
3/8" ROUGH SAWN
SOFFIT
1/2" DRYWALL
R-38 CEILING INSULATION
WALL HEIGHT
2x4 STUD WALL
AT 16" O.C.
1/2" DRYWALL
SIDING:
5/16" x 8 1/4" HARDIE
PLANK CONCRETE FIBER
SIDING WITH 7" REVEAL
WALL HEIGHT
2x4 STUD WALL
AT 16" O.C.
SEE FOUNDATION PLAN
FOR MORE DETAILED
CONSTRUCTION METHOD
SILL SEALER
UNDER 2x4
TREATED PLATE
WALL BRACE LOCATIONS:
1/4" ENERGY BRACE &
1/2" FOAM SHEATHING
TAPE ALL SEAMS
NON-BRACED LOCATIONS:
3/4" FOAM SHEATHING
TAPE ALL SEAMS
SEE FRAME SHEETS
FOR SPECIFIC LOC.
SEE FLOOR FRAMING
PLAN FOR JOIST LAYOUT
3/4" DECKING
PROVIDE 1/4" UNDERLAYMENT
AT SHEET VINYL AND 1/2"
TILE BACKER BOARD AT TILE
SEE FLOOR FRAMING
PLAN FOR JOIST LAYOUT
3/4" DECKING
2x4 SILL PLATE
1/2" DRYWALL
R-13 CRAFT FACE
BATT INSULATION
2x4 NAILER
1/2" DRYWALL
TRUSSES
FRIEZE BOARD
SEE ELEV.
1/2" DRYWALL
FASCIA BOARD
SEE ELEV.
1x2 SHINGLE MOLD
3/8" ROUGH SAWN
SOFFIT
WALL HGT.
R-38 CEILING INSULATION
1x BAND BOARD
TRIM W/ ALUM.
DRIP CAP
(SEE ELEV.)
1x BAND BOARD
TRIM W/ ALUM.
DRIP CAP
(SEE ELEV.)
9/16"x3-1/4" BASE TRIM
9/16"x3-1/4" BASE TRIM
WALL BRACE LOCATIONS:
1/4" ENERGY BRACE &
1/2" FOAM SHEATHING
TAPE ALL SEAMS
NON-BRACED LOCATIONS:
3/4" FOAM SHEATHING
TAPE ALL SEAMS
SEE FRAME SHEETS
FOR SPECIFIC LOC.
SEE FLOOR FRAMING
PLAN FOR JOIST LAYOUT
3/4" DECKING
3/4" DECKING
2x4 SILL PLATE
1/2" DRYWALL
WALL CONSTRUCTION (EXTERIOR BRICK VENEER)
BRICK OR STONE VENEER WITH 3/4" AIR R = 0.44
3/4" AIR SPACE R = 0.94
1/2" FOAM SHEATHING R = 3.00
1/4" ENERGY BRACE R = 0.95
OUTSIDE AIR FILM (15mph) R = 0.17
KRAFT FACED R-13 INSULATION R = 13.0
INSIDE AIR FILM (STILL AIR) R = 0.68
1/2" PAINTED DRYWALL R = 0.45
_______________________________________________
TOTAL R-VALUE R = 19.63
CAULK BEAD
2x6 TRIM
1x2 WEATHER STRIP
BY OTHERS
OVERHEAD DOOR
BY OTHERS
2x4 TRACK MOUNT
TO CEILING
1/2" DRYWALL
2x4 STUD WALL AT 16" O.C.
1/2" INSULATION SHEATHING
BRICK VENEER
2x4 JACK STUD
A2
det.estA2
SECTION at GARAGE DOOR JAMB
at BRICK LOCATIONS
7/16" O.S.B. SHEATHING
12" HIGH BETWEEN TRUSSES
TRUSS BOTTOM CHORD
TRUSS BOTTOM CHORD
R-38 BLOWN INSULATION
DRYWALL DRYWALL
2-1/4" CASING (4) SIDES
W/ REMOVABLE DRYWALL
PANEL TO ATTIC
A12
det.estA12
FRAMING DETAILS at ATTIC ACCESS
INTERIOR LOCATIONS
22 1/2" X 30" MIN.
DRYWALL
2x4 STUD WALL
1x4 WOOD TRIM
1x4 WOOD TRIM
3/4" RIGID INSULATION
2x4 BLOCKING
BETWEEN STUDS
8" VERTICAL WOOD
SIDING
R-13 INSULATION
A16
det.estA16
OUTSIDE CORNER DETAIL
BACK of HOUSE
2x4 STUDS
AT 16" O.C.
3/4" RIGID INSULATION
2x4 BLOCKING
DRYWALL
DRYWALL
R-13 BATT INSULATION
8" VERTICAL WOOD
SIDING OR 6" HORIZONTAL
SIDING
A18
det.estA18
INSIDE WALL LEAD DETAIL
at EXTERIOR WALL
8" SOLDIER COURSING
4"x6"x3/8" STEEL
ANGLE LINTEL LAG
BOLTED TO HEADER
AT 24" O.C.
1/2" INSULATION SHEATHING
BRICK VENEER 1/2" DRYWALL
2x6 TRIM
2x6 CONTINUOUS NAILER
TRUSS HEADER
OVERHEAD DOOR BY OTHERS
A28
det.estA28
SECTION at GARAGE HEADER
LOAD BEARING w/BRICK
A35
2x8 HEADER FOR
BRICK BEARING
BRICK
SEE FLOOR PLAN
SEE FLOOR PLAN
A34
A33
det.estA33
SECTION at BRICK CHIMNEY CHASE
at ROOF LOCATIONS
(2)-2x4 VERTICAL
NAILERS TO ROOF
STEEL ANGLE TO SET
ON TOP OF DECKING
ANCHORED TO 2x4 STUD
WALL. STEEL ANGLE TO
SET ON TOP OF 2x8 HDR
BELOW.
TRUSS/RAFTER
TOP PLATE
2x4 STUDS
AT 16" O.C.
BRICK
(2)-2x8 HEADER
CUT @ ANGLE TO
HEAD OF 2x4 WALL
AND PROVIDE SUPPORT
FOR BRICK CHIMNEY ABOVE
A34
det.estA34
SECTION at BRICK CHIMNEY CHASE
at ROOF LOCATIONS
HEAD OFF WALL STUDS
@ BOTTOM OF 2x8 HDR
AS SHOWN
2x4 PLATE
2x4 STUDS
7/16" O.S.B. SHEATHING
4"x3-1/2"x5/16" STEEL
ANGLE SECURED TO 2x4 WALL
ROOF DECKING ON TOP OF ROOF DECKING
WATER & ICE SHIELD
2’-0"
PROVIDE 2x4 LEDGER
BELOW 2x8 LAID FLAT
ATTIC SIDE FOR 2x4 STUD SUPPORT
A35
det.estA35
SECTION at BRICK CHIMNEY CHASE
at ROOF LOCATIONS
1’-0"
METAL FLASHING UNDER
BRICK ON TOP OF WATER
& ICE SHIELD
WATER & SHIELD
36" ABOVE ROOF DECK
NAIL METAL FLASHING
UNDER WATER & ICE SHIELD
DO NOT PENETRATE SHIELD
W/ NAIL
METAL STEP FLASHING
W/ COUNTER FLASHING
SCALE - 3/4" = 1’-0"
AD1
06/17/05
PLAN NAME:
DRAWING TITLE:
735a-LS63
ARCHITECTURAL DETAILS
DRAWN BY:
REV1:
REV2:
REV3:
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2008 (The Estridge Group, Inc.)
Mike Walker
Lower level 2 R.H.
A
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
with 3" Nails @ 12" o.c.
2x ledger
see Detail 5
and Web Stiffener and Nail
Continuous
solid bridging
JOISTS ORIENTATION CHANGE
Beam or
bearing wall Opt. Rim Board
truss
Girder
Shear Strength > 540 psi.
c/c
L
c/c
SEE JOIST LAYOUT FOR
Wall Load
or Beam
3/4" Plywood or OSB
Bearing Wall
JOISTS HUNG INTO GIRDER TRUSS
Hanger
Joists
does not capture top chord.
Use web fillers if hanger
JOIST TO OVERSIZE BEAM WITH HANGER
Wood Beam
Hanger
with solid beam.
Top-mount recommended.
Use face-mount only
Use web fillers if hanger
does not capture top chord.
2x6 No.2
CONTINUOUS STRONGBACK BRIDGING
9-1/4" joists)
Bottom with 2-3" Nails
Nailed to Webs and
BEARING WALL ON JOIST
(Use 2x4 No.2 for
Continuous Strongback
Bridging at center chase
(4 nails at each truss)
Bridging to opposite side
Overlap one joist space.
Alternate each piece of
of center chase.
Open Joists
CONCRETE BEARING WALL
foundation
TO BEARING BELOW
POSTS FROM ABOVE
SOLID BLOCK ALL
JOIST UNDER BEARING POST
9 1/4" OJ & OJ OUTLOOKER
bearing wall
by others.
or beam
Reinforcement for HEADER LOADS
AND WATERPROOF GLUE RATED 540 psi SHEAR
7/16" PLYWOOD OR OSB WITH FIBER ORIENTED
(USE BULLDOG GRIP PL PREMIUM or equal.)
DO NOT SUBSTITUTE w/o ENGINEER’s PERMISSION
FASTEN w/ 3" min. NAILS @ 4" o.c. INTO WEBS
PARALLEL TO CHORDS; APPLY TO BOTH SIDES;
SEE DECK PLAN
2X Sill plate
L
Concrete
SEE DECK PLAN
VIEW
END
1/8" MAX
GAP TOP
FIT TIGHT
ext. finish
OVER CHASE OPENING
CENTER THIS PANEL
NON-BEARING PARALLEL BRICK CANTILEVER
Wall Load
Rim Board
OUTLOOKERS
OpenJoist 2000
Hanger
Beam or
bearing wall
DOUBLE OJ
Depends on
Brick
Wall Load
Cont. Bracing
Rim Board
see Detail 5
3/4" Plywood
3’ OVERALL
or OSB
4" cant.
Perpendicular
at 24" o/c max.
3/4" Ply or OSB
2-1/2" top-mount
STAIR STRINGER SUPPORT, 3 1/2" CHORDS
w/ LUMBER HEADER/TRIMMER AND HANGER
Metal Band
Joist Hanger
(2) 2x10 w/ 1/2" SHIM
Stringer
Add Additional Plywood Under
BEARING WALL or BEAM
BEARING WALL ON JOIST
bearing wall
Beam or
Perpendicular Rim
Hanger to Flush Surface
With Chords
to Both Sides with 2"
Min 1/2" Plywood Nailed
Nails at 4"o.c.
MULTI-LEVEL FLR w/ ORIENTATION CHANGE
see detail no.5
solid bridging
Contnuous
WALL HT VARIES
or beam
Bearing wall
THESE CONDITIONS ARE NOT PERMITTED
Wall Load
Board 3/4" Plywood
or OSB
END-TO-END JOISTS
Bearing
each joist
Min 1 1/2"
Beam or
bearing wall
1/4" gap
Maximum
Load bearing
END-TO-END JOISTS, BEARING ABOVE
each joist
Min 1-1/2"
Bearing bearing wall
Beam or
1-3/4" min.
wall above
end block, typ.
3/4" Ply or OSB
OVERLAPPING JOISTS
JOIST
JOIST
OR DROP BEAM
BEARING WALL with
DOUBLE TOP PLATE
1/4" gap
max.
2x4 Blocking
SUPPORT FOR NON LOAD-BEARING
PARALLEL PARTITIONS ABOVE JOISTS
by others.
at 24" o.c.
Hanger Typ.
Simpson Z2 Reinforcement for CANTILEVERED LOADS
AND WATERPROOF GLUE RATED 540 psi SHEAR
3/4" PLYWOOD OR OSB WITH FIBER ORIENTED
(USE BULLDOG GRIP PL PREMIUM or equal.)
DO NOT SUBSTITUTE w/o ENGINEER’s PERMISSION
FASTEN w/ 3" min. NAILS @ 4" o.c. INTO CHORDS
PARALLEL TO CHORDS; APPLY TO BOTH SIDES;
d (in)
L
CHORD SIZE; NAIL & GLUE
**NOTE: VERTICAL 2x BLOCK TO
REINFORCE WEB AREA; MATCH
b
c (in)
LOAD
VIEW
END
1/8" MAX
GAP TOP
FIT TIGHT
LENGTH 17’ AND OVER AND CENTER
CHASE WIDTH < 10".
USE PATTERN A ONLY WITH JOIST
OVER CHASE OPENING
CENTER THIS PANEL
DOUBLE OPEN
DBL OPENJOIST & PERP JOIST (SIMPSON)
JOISTS
HANGER
SIMPSON A35
2x10 or
OWJ JOIST
AS SHOWN (48" o.c.)
USE IN PAIRS
FD1
06/17/05
PLAN NAME:
DRAWING TITLE:
735a-LS63
FRAMINGL DETAILS
DRAWN BY:
REV1:
REV2:
REV3:
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2008 (The Estridge Group, Inc.)
Mike Walker
Lower level 2 R.H.
A
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
DETAIL No. 4 DETAIL No. DETAIL No. DETAIL No. DETAIL No. DETAIL No.
1
4B
DETAIL No. 7D DETAIL No. 8A DETAIL No. 8B DETAIL No. 9B DETAIL No. 10A DETAIL No. 13D DETAIL No. 18
DETAIL No. DETAIL No. DETAIL No. DETAIL No. DETAIL No. DETAIL No. DETAIL No. 3G
4G
2
4Q 5 5F
DETAIL No. 23 DETAIL No. 32A,B
C L
48
2A 3 3B 3C
1 1/2" min. bearing ea. joist
n/a
48 24
cd
DETAIL No. 33A,B
A
B
C L
DETAIL No. 4M
28’-7"
20’-11 1/16"
3’-0 1/2"
3’-4"
5’-5 1/2"
DBL. 2x8 HEADER
HOLD TIGHT TO
DOUBLE TOP PLATE
3’-4" 2’-1" 3’-7 1/2"
2’-4"
4’-9" TO CTR OF DR
9"
3 1/2"
3’-6 1/2"
3’-4 1/2"
1’-1 1/4"
INSTALL O.S.B. ON
TOP OF FIREPLACE
CHASE FOR FIRE STOP
INSTALL 2x10
BLOCKING IN
STUD BAY FOR
HANDRAIL SYS.
DOUBLE DOOR GET
T-ASTRIGAL. R.O.
WIDTH NEEDS TO BE
51" WIDE
18" DECK HGT.
6’-0"
21 1/2" H. WALL
55’-8"
35’-11 1/2"
3’-2" 25’-2 1/2" 23’-7" 3’-8 1/2"
14’-4 1/2"
7’-3"
6’-1 1/2"
10’-5 1/2"
6’-9 1/2" 3’-8"
7’-1"
18" DECK HGT.
34’-11 1/2"
2/6INT
2/4INT
2-2/6INT 2/6INT
2/6INT
2-2/0INT
2/6INT
2-2/0INT
1/6INT
2/0DWO
2/6INT
2/4INT
2/6INT
2/4INT
2/6DWO
2/4INT
2/4INT
1. USE (2)-2x4 CRIPPLES UNDER EACH END OF HEADER
FOR OPENINGS 8’-0" OR GREATER IN WIDTH
2. REFER TO MECHANICAL PLAN FOR BULKHEAD AND
DROP CEILING LOCATIONS.
3. ALL BEAMS TO HAVE MINIMUM (2)-2x4 STUDS UNDER
EACH END FOR BEARING SUPPORT
4. ALL TREATED SILL PLATE WILL BE OFFSET 1/2" IN FROM
OUTSIDE OF FOUNDATION WALL U.N.O.
5. ALL WALLS TO BE 2x4 STUDS AT 16" O.C. UNLESS
NOTED OTHERWISE
6. ALL WINDOWS TO HAVE DRIP CAP MATERIAL AT TOP
7. STANDARD HEADER HEIGHT TO BE AT 6’-10 7/8" A.F.F. (U.N.O.)
8. FINISH FLOOR REFERENCES ARE TO FINISH CONCRETE FLOOR
FOR SLAB PLANS AND TO TOP OF DECKING FOR CRAWL,
PARTIAL BASEMENT, AND FULL BASEMENT PLANS
9. ALL EXTERIOR WINDOW AND DOOR HEADERS CONSTRUCTED
OF DBL. 2X12 W/ 1/2" SHIM MATERIAL (U.N.O.)
10. All R-BOARD, SHEATHING SEAMS AND CORNERS SHALL BE TAPED.
NO SPLICING, OR PIECING OF THE R_BOARD ABOVE WINDOWS,
DOORS OR AT BAND BOARD.
2nd FLOOR ROUGH FRAMING NOTES:
notes.frm03
SCALE - 1/4" = 1’-0"
60’,70’
A9
10/21/05
PLAN NAME:
DRAWING TITLE:
735a-LS63
2nd FLOOR ROUGH FRAME
DRAWN BY:
REV1: 12951 09/07/05 RLT
REV2: 13002 10/21/05 RJH
REV3: 9775 03/15/01 RJH
REV4: 9613 04/05/01 RJH
REV5: 10294 05/30/01 RJH
REV6:
DATE:
12820 06/17/05 RLT
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2008 (The Estridge Group, Inc.)
Mike Walker
Lower level 2 R.H.
A
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
BEDROOM #3
MASTER BATH
BEDROOM #2
BEDROOM #4
PLANT SHELF
OPTIONAL BONUS ROOM
W.I.C.
BATH #2
MASTER BEDROOM
19.2" o.c.
16.0" o.c.
22’-4 1/2"
16
21’-5"
16.0" o.c.
16.0" o.c.
16
20
3’-1 1/2"
3’-1 1/2"
23’-9 3/4" 31’-10 1/4"
19
2x10 END JOIST
4’-3 1/4"
12’-0"
19
31’-11 1/2"
4’-9 5/8"
9’-7 1/4"
16’-11 1/2" 19’-0"
14’-5 1/4" 2’-6 1/4"
35’-11 1/2"
3
3
3
3
3
3
3
3
3
3
3
3
3
15’-5 1/2"
20
6’-11 1/2"
35’-11 1/2"
1’-0" 34’-11 1/2"
2’-4 1/2" 2’-4 1/2"
1’-6" 1’-2"
1’-4 3/4"
16’-0 1/4" 18’-11 1/4"
11’-10 1/2"
1’-7 1/2"
19.2" 15’-2 3/8"
2x10 END JOIST
20 20 20 20 20 20 20 20 20 20 20
14’-4 1/2"
5
3
1’-4 1/2"
1’-4 1/2"
3/4" OSB RIM BOARD
4’-0"
PLYWOOD REIN.
3
3
(2) 2x8 RIPPED TO FIT
IN OWJ FOR BEARING
(2) 2x8 RIPPED TO FIT
IN OWJ FOR BEARING
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
x
x x x x x x
x x x x x
x
x
x
19.2" o.c.
19.2" o.c.
19.2" o.c.
x
x
x
x
x
x
x
x
x
x
x
x
16.0" o.c.
16.0" o.c.
16.0" o.c.
xx
x xx x x x x x x x x x x x x x x
19.2" o.c.
19.2" o.c.
19.2" o.c.
2 2
x x x x x x x x xx x x x
19.2" o.c.
19.2" o.c.
19.2" o.c.
x x x x
2 2
x
x
x
LAV
LAV
TUB
TUB
LAV
LAV
X - SINGLE JOIST HANGER
O - DOUBLE JOIST HANGER
T - TRIPLE JOIST HANGER
- ADD SINGLE JOIST UNDER WALL ABOVE
- ADD DOUBLE JOIST UNDER WALL ABOVE
- ADD TRIPLE JOIST UNDER WALL ABOVE
- DOUBLE JOISTS AT THIS LOCATION
- TRIPLE JOISTS AT THIS LOCATION
- QUADRUPLE JOISTS AT THIS LOCATION
- PROVIDE BLOCKING IN FLOOR
FOR POINT LOAD ABOVE
LEGEND - FLOOR DECK PLAN:
legend.dck01
3
3
2
2
4
1
1. ONE ROW OF 2x4 STRONGBACK IN CENTER OF
JOIST SPANS 10’ AND GREATER. (U.N.O.)
2. JOIST LAYOUT TO BE AT 19.2" U.N.O.
3. ALL FLOOR SYSTEM MEMBERS IN CONTACT WITH
CONCRETE SHALL BE OF TREATED MATERIAL
4. ALL BAND BOARD MATERIAL AT FRONT PORCH AND
REAR PATIOS SHALL BE TREATED WHEN IN CONTACT
WITH CONCRETE.
5. WALLS/BEAMS BELOW ARE SHOWN AS DASHED LINES
6. FIXTURES (ON THIS FLOOR LEVEL) ARE SHOWN DASHED
7. DIMENSIONS GIVEN TO JOISTS FOR SPECIFIC
LOCATIONS ARE TO CENTER-LINE OF JOIST
ASSEMBLY U.N.O.
8. ALL BAND BOARD PARALLEL TO JOIST ARE
CONSTRUCTED OF 2x10 MATERIAL AND ALL BAND BOARDS
THAT ARE PERPENDICULAR (NAILED AT END OF JOISTS)
ARE CONSTRUCTED OF 3/4" O.S.B. U.N.O.
9. OFFSET TREATED SILL PLATE 1/2" IN FROM OUTSIDE
OF FOUNDATION WALL U.N.O.
DECK FRAMING NOTES:
notes.dck01
60’,70’
SCALE - 1/4" = 1’-0"
A8
05/03/06
PLAN NAME:
DRAWING TITLE:
735a-LS63
2nd FLOOR DECK FRAMING
DRAWN BY:
REV1: 10146 03/15/01 RJH
REV2: 11586 04/03/06 RJH
REV3: 13915 05/03/06 RJH
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2008 (The Estridge Group, Inc.)
Mike Walker
Lower level 2 R.H.
A
11586 04/03/06 RJH
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
J9
AD4
J1
AD2
FRAME THIS WALL
TO 7’-9" A.F.F.
FRAME THIS WALL
TO 10’-1" A.F.F.
DROPPED 3 1/2" x 11 7/8" PSL BEAM
(2) 2x10
HEADER
(2) 2x12 HDR.
ABOVE DOOR
FOR BEAM BEARING
FROM 2nd FLR JST.
8’-0 3/8" TO BOTTOM OF HDR
(2) 2x10 HDR.
TYPICAL OF (2) WINDOWS 8’-2 7/8" TO BOTTOM OF HDR
(2) 2x8 HDR.
TYPICAL OF (1) WINDOWS
7 1/2"
(2) 2x12 HEADER
TIGHT TO TOP OF WALL
FOR TRUSS BEARING
10’-3 5/8"
5/0DWO
3’-3 1/4"
6’-2" 3’-1"
STUDS FRAMED AROUND
FIREPLACE W/ 1/2" REV. FOR DW
THE FACE OF THE BOX
FOR CERAMIC TILE SURFACE
3’-1"
(2) 2x10 HDR
BOTTOM AT
42" A.F.F.
5 1/2" 1’-11"
2’-5 3/8"
10’-7 3/4"
WALL FRAMING SHOULD
BE FRAMED ON POURED
CONCRETE PORCH W/
TREATED MATERIAL
J7
ID2
ARCHED OPENING
(2) 2x10 HDR
DROPPED
7"
DOUBLE CLOSET WALL
ON BOTH SIDES OF CLOSET
TO BE USED OF FOR
MECHANICAL ACCESS
TO BONUS ROOM
2’-9"
5’-4"
5 1/2"
3 1/2"
(2) 2x10 HDR
BOTTOM AT
42" A.F.F.
7"
FIREPLACE R.O.
41"w. x 38"h.
ON BOTH SIDES
11" 4’-4" w. @ 42" h. 11"
2’-1"
64’-0 3/4"
15’-6 3/4" 18’-6 1/2"
3’-4 1/2" 5’-8" 3’-7" 3’-5 1/2" 3’-5 1/2" 5’-3 7/8" 5’-3 7/8"
22’-0"
1’-1 1/8" 8 3/8" 11 1/4"
5’-1 1/2"
18’-7"
6’-10 3/8"
(2) 2x12 HEADER ABOVE
GARAGE DOOR
11’-1"
A2
AD1
11’-1 3/4"
3 1/2" x 14 PSL BEAM
@ GARAGE DOOR
4’-8 1/4" 9’-2 1/2" 4’-8 1/4"
(2) 2x12 HEADER
TIGHT TO TOP OF WALL
FOR TRUSS BEARING
2/8VER
2/8SERV
4/0DBP
2/0INT
2/6INT
3/0DWO
3/0EXT6
5/0DWO
16X7OHD 2/8EXT6
4/4EAO
1 STEPS
8X7OHD
2/4INT
12SLF 12SLF
1. USE (2)-2x4 CRIPPLES UNDER EACH END OF HEADER
FOR OPENINGS 8’-0" OR GREATER IN WIDTH
2. REFER TO MECHANICAL PLAN FOR BULKHEAD AND
DROP CEILING LOCATIONS.
3. ALL BEAMS TO HAVE MINIMUM (2)-2x4 STUDS UNDER
EACH END FOR BEARING SUPPORT
4. ALL TREATED SILL PLATE WILL BE OFFSET 1/2" IN FROM
OUTSIDE OF FOUNDATION WALL U.N.O.
5. ALL WALLS TO BE 2x4 STUDS AT 16" O.C. UNLESS
NOTED OTHERWISE
6. ALL WINDOWS TO HAVE DRIP CAP MATERIAL AT TOP
7. STANDARD HEADER HEIGHT TO BE AT 6’-10 7/8" A.F.F. (U.N.O.)
8. FINISH FLOOR REFERENCES ARE TO FINISH CONCRETE FLOOR
FOR SLAB PLANS AND TO TOP OF DECKING FOR CRAWL,
PARTIAL BASEMENT, AND FULL BASEMENT PLANS
9. ALL EXTERIOR WINDOW AND DOOR HEADERS CONSTRUCTED
OF DBL. 2X12 W/ 1/2" SHIM MATERIAL (U.N.O.)
10. All R-BOARD, SHEATHING SEAMS AND CORNERS SHALL BE TAPED.
NO SPLICING, OR PIECING OF THE R_BOARD ABOVE WINDOWS,
DOORS OR AT BAND BOARD.
1st FLOOR ROUGH FRAMING NOTES:
notes.frm02
SCALE - 1/4" = 1’-0"
60’,70’
A7
06/16/06
PLAN NAME:
DRAWING TITLE:
735a-LS63
1st FLOOR ROUGH FRAME
DRAWN BY:
REV1: 14038 06/16/06 RJH
REV2: 12951 09/07/05 RLT
REV3: 12950 09/07/05 RLT
REV4: 13012 11/01/05 RLT
REV5: 13798 03/20/06 RJH
REV6:
DATE:
11586 04/03/06 RJH
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2008 (The Estridge Group, Inc.)
Mike Walker
Lower level 2 R.H.
A
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
KITCHEN
SUNROOM
FAMILY ROOM
BREAKFAST
GARAGE
DINING ROOM
ENTRY GARAGE
DEN
OPTIONAL
7’-2" 17’-10 1/4"
12.0" o.c.
12.0" o.c.
12.0" o.c.
12.0" o.c.
12.0" o.c.
12.0" o.c.
19.2" o.c.
19.2" o.c.
19.2" o.c.
19.2" o.c.
19.2" o.c.
19.2" o.c.
19.2" o.c.
19.2" o.c.
19.2" o.c.
x
x
xx
x
x
x x
DRY
REF
LAV
WASH
D.W. SINK
X - SINGLE JOIST HANGER
O - DOUBLE JOIST HANGER
T - TRIPLE JOIST HANGER
- ADD SINGLE JOIST UNDER WALL ABOVE
- ADD DOUBLE JOIST UNDER WALL ABOVE
- ADD TRIPLE JOIST UNDER WALL ABOVE
- DOUBLE JOISTS AT THIS LOCATION
- TRIPLE JOISTS AT THIS LOCATION
- QUADRUPLE JOISTS AT THIS LOCATION
- PROVIDE BLOCKING IN FLOOR
FOR POINT LOAD ABOVE
LEGEND - FLOOR DECK PLAN:
legend.dck01
3
3
2
2
4
1
1. ONE ROW OF 2x4 STRONGBACK IN CENTER OF
JOIST SPANS 10’ AND GREATER. (U.N.O.)
2. JOIST LAYOUT TO BE AT 19.2" U.N.O.
3. ALL FLOOR SYSTEM MEMBERS IN CONTACT WITH
CONCRETE SHALL BE OF TREATED MATERIAL
4. ALL BAND BOARD MATERIAL AT FRONT PORCH AND
REAR PATIOS SHALL BE TREATED WHEN IN CONTACT
WITH CONCRETE.
5. WALLS/BEAMS BELOW ARE SHOWN AS DASHED LINES
6. FIXTURES (ON THIS FLOOR LEVEL) ARE SHOWN DASHED
7. DIMENSIONS GIVEN TO JOISTS FOR SPECIFIC
LOCATIONS ARE TO CENTER-LINE OF JOIST
ASSEMBLY U.N.O.
8. ALL BAND BOARD PARALLEL TO JOIST ARE
CONSTRUCTED OF 2x10 MATERIAL AND ALL BAND BOARDS
THAT ARE PERPENDICULAR (NAILED AT END OF JOISTS)
ARE CONSTRUCTED OF 3/4" O.S.B. U.N.O.
9. OFFSET TREATED SILL PLATE 1/2" IN FROM OUTSIDE
OF FOUNDATION WALL U.N.O.
DECK FRAMING NOTES:
notes.dck01
60’,70’
SCALE - 1/4" = 1’-0"
A6
05/09/06
PLAN NAME:
DRAWING TITLE:
735a-LS63
1st FLOOR DECK FRAMING
DRAWN BY:
REV1: 11582 10/25/05 RLT
REV2: 13065 05/09/06 RLT
REV3:
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2008 (The Estridge Group, Inc.)
Mike Walker
Lower level 2 R.H.
A
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
A
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
UN-FINISHED LOWER LEVEL
LOWER LEVEL
BP
BP
LINE OF BRICK HEARTH WALL BEYOND
4x8 PRE-CAST CONCRETE LINTELS
(2 EACH SIDE) - BOTTOM AT
16" BELOW TOP OF WALL
SEE FLOOR FRAMING PLAN FOR
HEADER CONDITIONS
TYPICAL LINTEL POCKET
FOR PRE-CAST LINTELS
1’-8 5/8"
8x8
4x8
4x8 PRE-CAST CONCRETE
LINTELS (3) - BOTTOM
AT 8" BELOW TOP OF WALL
8x8
8x8
4x8 PRE-CAST CONCRETE
LINTELS (2) - BOTTOM
AT 24" BELOW TOP OF WALL
F23
det.estF23
RAISED BRICK HEARTH SECTION
PART’L and FULL BASEMENT FOUNDATIONS
2x4 LAID FLAT
FOR BULKHEAD
2x4 FOR BULKHEAD
FRAMING FOR
FINISHED BSMT.
GRADE
4" MIN. GRANULAR FILL
UNDER 4 MIL. VISQUEEN
VAPOR BARRIER
PERIMETER INSULATION
DOWN TO GRANULAR FILL
2x4 TREATED PLATE
SEE FLOOR FRAMING
PLAN FOR JOIST LAYOUT
NOTE: OFFSET FACE OF STUD 1/2"
FROM FACE OF FOUND. WALL
1’-4"
8"
OVERDIG
1x BAND BOARD W/
DRIP EDGE
(SEE ELEV.)
3/4" FLOOR DECKING SIDING
3/4" RIGID INSULATION
R-13 BATT INSULATION
W/ 2 MIL. VAPOR BARRIER
F32 FOUNDATION WALL at HOUSE - SIDING
TYPICAL FOUNDATION WALL:
* 8" POURRED CONCRETE WALL
* SILL ANCHOR BOLTS @ 6’-0" O.C.
AND WITHIN 12" OF CORNERS
* 16"x8" CONCRETE FOOTING
* LOOP WIRE REINFORCING
CRAWL and BASEMENT FOUNDATIONS det.estF32
GRANULAR FILL
TO 12" ABOVE
TOP OF FOOTING
4" CONCRETE SLAB ON GRADE
W/ 6 MIL. VAPOR BARRIER
4" MIN.
GRANULAR FILL
NOTE: OFFSET FACE OF STUD 1/2"
FROM FACE OF FOUND. WALL
3/4" FLOOR DECKING
2x4 TREATED
PLATE
GRADE
OVERDIG
5’-0"
WALL HEIGHT
4" DRAIN TILE
SEE FLOOR FRAMING
PLAN FOR JOIST LAYOUT
4" DRAIN TILE
SIDING
3/4" RIGID INSULATION
R-13 BATT INSULATION
W/ 2 MIL. VAPOR BARRIER
TYPICAL FOUNDATION WALL:
* 8" POURED CONCRETE WALL
* SILL ANCHOR BOLTS @ 6’-0" O.C.
* #6 VERTICAL REINFORCEMENT SET 24" O.C.
@ 5" FROM SOIL SIDE OF WALL
* 16"x8" CONCRETE FOOTING
* #3 STEEL WALL REINFORCING
* LOOP WIRE REINFORCING
1x BAND BOARD W/
DRIP EDGE
(SEE ELEV.)
F31
det.estF31
5’-0" 2’-0"
WATERPROOFING
FOUNDATION WALL at HOUSE - SIDING
PART’L and FULL BASEMENT FOUNDATIONS
OVERDIG
VARIES
2x4 TREATED
SILL PLATE
4" CONC. SLAB ON GRADE
W/ 6 MIL. VAPOR BARRIER
det.estF44
6"-8" MIN.
GRANULAR FILL
GRADE
NOTE: OFFSET FACE OF STUD 1/2"
FROM FACE OF FOUND. WALL
1’-8"
8"
4"
BRICK VENEER
3/4" INSULATIN SHEATHING
F44 FOUNDATION WALL at GARAGE - BRICK RETURNS
CRAWL and BASEMENT FOUNDATIONS
TYPICAL FOUNDATION WALL:
* 12" POURRED CONCRETE WALL
* SILL ANCHOR BOLTS @ 6’-0" O.C.
AND WITHIN 12" OF CORNERS
* 20"x8" CONCRETE FOOTING
* LOOP WIRE REINFORCING
2" OVERHEAD DOOR
4" CONC. SLAB ON GRADE
6"-8" GRANULAR FILL
4" GRANULAR FILL
4" CONC. SLAB ON GRADE
2x WOOD FINISH
DOOR FRAME MATERIAL
1x2 DOOR TRIM
BY O.H. DOOR
MANUFACTURER
1/2" EXPANSION MATERIAL
10"
PROVIDE THICKENED
SLAB AT FRONT
SEE LOC. ABOVE
F37 TYPICAL FOUNDATION at GARAGE DOOR
STUD SILL PLATE
(3) COURSE MASONRY
BLOCK w/ 8" ’L’ FND. WALL
11 1/4"
11 1/4"
STUD SILL PLATE
(4) COURSE MASONRY
BLOCK FND. WALL
3/4" DROP SECTION
FOR GARAGE DOOR
PART OF CONTINUOUS
GARAGE SLAB
EXPANSION
JOINT
3/4" DROP SECTION
FOR GARAGE DOOR
PART OF CONTINUOUS
GARAGE SLAB
TYPICAL SIDING FOUNDATION at GARAGE DOOR
2x4 STUD LAID FLAT
FOR GARAGE DOOR TRACK
INSIDE GARAGE
EXPANSION
JOINT
TYPICAL BRICK FOUNDATION at GARAGE DOOR
3/4" DROP FOR
GARAGE DOOR TO
RECESS INTO
SEE ABV. DETAILS
FOR WIDTH OF DROP
INSIDE GARAGE
DRIVEWAY DRIVEWAY
SEE FOUNDATION TYPES ABOVE det.estF37
24
VARIES
2x4 TREATED
SILL PLATE
4" CONC. SLAB ON GRADE
TYPICAL FOUNDATION WALL:
* 8" POURRED CONCRETE WALL
* SILL ANCHOR BOLTS @ 6’-0" O.C.
AND WITHIN 12" OF CORNERS
* 16"x8" CONCRETE FOOTING
* LOOP WIRE REINFORCING
GRANULAR FILL
GRADE
NOTE: OFFSET FACE OF STUD 1/2"
FROM FACE OF FOUND. WALL
1’-4"
8"
SIDING
1/2" DRYWALL
3/4" INSULATION SHEATHING
F27 FOUNDATION WALL at GARAGE - SIDING
CRAWL and BASEMENT FOUNDATIONS det.estF27
SCALE - 3/4" = 1’-0"
SD1c
06/17/05
PLAN NAME:
DRAWING TITLE:
735a-LS63
FOUND. DETAILS - PART’L BASEMENT
DRAWN BY:
REV1:
REV2:
REV3:
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2008 (The Estridge Group, Inc.)
Mike Walker
Lower level 2 R.H.
A
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
4"
4" CONCRETE SLAB
ON GRANULAR FILL
55’-8"
10’-3 1/2"
PORCH
11’-1 1/2"
24"x24"x12" CONC.
PAD FOOTING
TYPICAL OF (5)
45’-4 1/2"
18’-4 1/2"
12’-8"
10’-11 3/4"
12’-7 1/2"
18’-9 1/2"
3’-3 3/4"
3’-2"
5’-4"
16’-3"
9’-7 1/2"
21’-11 1/2"
3’-1 1/2" 8’-3"
6’-1 3/4"
16"x8" DEEP
THICKENED SLAB
BASEMENT
4" CONCRETE SLAB
ON 6 MIL. VAPOR BARRIER
ON 4" MIN. GRANULAR FILL
2’-9"
NOTE:
THIS AREA OF GARAGE SLAB
TO BE FLAT W/ NO SLOPE
BRICK LEDGE AROUND
EXTERIOR OF FRONT PORCH
FOUNDATION FOR BRICK
BELOW POURED SLAB
ADD ANCHOR BOLTS
IN BLOCK WALL
FOR WALL ABOVE
SEE FIRST FLR FRAMING
POUR THICKENED SLAB
ABOVE BLOCK WALL
FOR BRICK BEARING ON
PORCH SLAB ABOVE
19’-4"
11’-1 3/4"
55’-8"
3’-7"
15’-10"
11’-1" 11’-0 1/4"
9’-11 3/4" 6’-8 3/4"
6’-2"
3 1/2" ADJ. STEEL
COLUMN TYP. of (5)
11’-7" 22’-1"
W8x18 STEEL BEAM
W8x18 STEEL BEAM
9’-0 3/8"
W8x13 STEEL BEAM
STEEL BEAM POCKET:
4 1/4"w. X 8 1/4"h. X 4"d.
STEEL BEAM POCKET:
5 1/2"w. X 8 3/8"h. X 4"d.
12’-11 5/8" 10’-4 5/8" 10’-2 3/4"
4" 4"
35’-4"
21’-10 1/2"
14’-1 1/2"
12’-0"
12’-0"
17’-6 3/4"
64’-9 3/4"
64’-9 3/4"
7’-4 1/4"
4" 4"
4"
10’-8 3/4"
TO CTR. OF PAD FTG.
F69
SD2c
W8x18 STEEL BEAM
STEEL BEAM POCKET:
5 1/2"w. X 8 3/8"h. X 4"d.
F (-32)
E (-32)
E (-32)
PERIMETER DRAIN
N (-24)
D (-32)
D (-32)
N (-24)
F (-32)
D (-32)
F (-32)
SCALE - 1/4" = 1’-0"
60’,70’
S1
04/07/06
PLAN NAME:
DRAWING TITLE:
735a-LS63
FOUNDATION PLAN
DRAWN BY:
REV1: 13798 03/20/06 RJH
REV2: 8252 10/29/01 BMC
REV3: 12892 10/25/05 RLT
REV4: 13810 04/07/06 RJH
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2008 (The Estridge Group, Inc.)
Mike Walker
Lower level 2 R.H.
A
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
SUMP
BP
BP
EJCT.
2008 (The Estridge Group, Inc.)
Mike Walker
Lower level 2 R.H.
A
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
9’-1 1/8"
10"
8’-1 1/8"
9’-11 7/8" TO TOP OF GUTTER BOARD
17’-11" TO TOP OF GUTTER BOARD
8’-11 7/8" TO TOP OF GUTTER BOARD
18’-5" TO TOP OF GUTTER BOARD
9’-4" TO TOP OF GUTTER BOARD
6’-11 7/8" TO TOP OF GUTTER BOARD
8’-0 3/8" TO BOTTOM OF HEADER
8’-2 7/8" TO BOTTOM OF HEADER 7’-5 3/4" TO BOTTOM OF HEADER 5’-1" TO CENTER OF LOUVER VENT
6’-11 1/8" TO CTR. OF VENT
2’-0"
8’-3 1/8" TO BOTTOM OF BRICK ARCH