HomeMy WebLinkAboutPrelim Prints LS_035_746a_030508STANDARD DRAWING LIST
PLAN: 746-LS35
ELEV: A
HAND: R.H.
2007 (The Estridge Group, Inc.) FOUND.: LLV01
CAD OPTIONS
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xbw02
sgse2
sjjba
sfb02
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CVR
12/01/05
PLAN NAME:
DRAWING TITLE:
746-LS35
DRAWN BY:
REV1:
REV2:
REV3:
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2007 (The Estridge Group, Inc.)
Mike Walker
LLV01 R.H.
A 3CarSideLoad
SHEET DESCRIPTION LAST UPDATE
CVR 12/01/05
A1 ELEVATIONS 07/28/06
A2 ELEVATIONS 07/28/06
S1 FOUNDATION PLAN 04/17/06
SD1a FOUND. DETAILS - SLAB 12/01/05
SD1d FOUND. DETAILS - FULL BASEMENT 12/01/05
A5 Bsmt. FLOOR ROUGH FRAME 04/17/06
A6 1st FLOOR DECK FRAMING 12/01/05
A7 1st FLOOR ROUGH FRAME 03/23/06
A8 2nd FLOOR DECK FRAMING 06/28/06
A9 2nd FLOOR ROUGH FRAME 12/13/06
AD1 ARCHITECTURAL DETAILS 12/01/05
AD2 ARCHITECTURAL DETAILS 12/01/05
AD2 ARCHITECTURAL DETAILS 12/01/05
AD3 ARCHITECTURAL DETAILS 06/08/06
R2 ROOF FRAMING 12/01/05
RD1 ROOF DETAILS 12/01/05
T1 TRUSS LAYOUT 12/01/05
I1 Bsmt. FLOOR INTERIOR FINISH 12/01/05
I2 1st FLOOR INTERIOR FINISH 07/20/06
I3 2nd FLOOR INTERIOR FINISH 12/13/06
ID1 CABINET LAYOUTS 12/01/05
ID2 INTERIOR DETAILS 12/01/05
Top of Plate
Finished First Floor
Finished Second Floor
Top of Plate
6’-10 7/8"
CHIMNEY CAP
1x8 GUTTER BOARD TYP.
1x4 CORNER TRIM TYP.
1x10 FRIEZE TYP.
6"
TYP.
8’-3 3/8"
TO TOP OF GUTTER BOARD
13’-4 7/8"
TO BOTTOM OF HEADER
TO BOTTOM OF HEADER
7’-10 7/8"
Top of Plate
Finished First Floor
Finished Second Floor
Top of Plate
2x12 TRIM REQ.
6" DENTAL ON
TOP OF 1x10
FRIEZE TYP.
DENTAL BLOCKS TO
BE 2x6 @ 6"H.
SHINGLES
12/12 PITCH
12x66 PANEL SHUTTER
TYPICAL of (8)
8’-1 1/8"
11’-3 1/8"
12x60 PANEL SHUTTER
TYPICAL of (10)
TO CTR OF WINDOW
1x2 SHINGLE MOULD ON
1x8 FASCIA TYP.
2’-0"
5’-7 3/4"
6’-10 7/8"
ANDERSEN 2030 OVAL
w/ 4" BRICK SODLIER
AND KEYSTONES
TO BOTTOM OF HEADER
BRICK FAN SOLDIER
CRS. W/ KEYSTONE
BRICK ROWLOCK SILL
SHINGLE
@ 12/12 PITCH
TYPICAL
1x10 TRIM RIPPED TO FIT
1x10 BAND BOARD
7’-4 7/8"
TO TOP OF GUTTER BOARD
8" BRICK FAN SOLDIER
w/ KEYSTONE
8’-3 3/8"
TO BOTTOM OF HEADER
TO TOP OF GUTTER BOARD
Top of Plate
Finished First Floor
Finished Second Floor
Top of Plate
RIDGE VENT
10’-0"
2’-6"
25’-10 1/16"
1x8 GUTTER BOARD TYP.
6" DENTAL ON
TOP OF 1x10
FRIEZE TYP.
2’-0"
TYP.
1x10 FRIEZE TYP.
1x2 SHINGLE MOLD
ON TOP OF 1x8 FASCIA
Top of Plate
Finished First Floor
Finished Second Floor
Top of Plate
1x2 SHINGLE MOLD
ON TOP OF 1x8 FASCIA
1x10 FRIEZE
SIDE ELEVATION
SIDE ELEVATION
SCALE - 1/4" = 1’-0"
A2
07/28/06
PLAN NAME:
DRAWING TITLE:
746-LS35
ELEVATIONS
DRAWN BY:
REV1: 12887 10/21/05 RLT
REV2: 12848 07/28/06 RJH
REV3:
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2007 (The Estridge Group, Inc.)
Mike Walker
LLV01 R.H.
A 3CarSideLoad
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
9’-1 1/8" 8’-1 1/8"
9’-1 1/8" 8’-1 1/8"
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
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
4 1/2"
66’-4"
54’-8"
66’-4"
6’-3 1/2" 21’-0" 6’-0 1/2" 19’-4"
2’-4 1/2" 16’-3" 29’-0 1/2"
23’-0"
24’-8"
26’-8"
6’-6" 8’-0" 6’-6"
1’-6 1/2"
12’-0"
2’-2 1/2"
2’-0"
8’-3"
6’-0 1/2"
W10x45 STEEL BEAM
47’-8" 6’-8"
4’-0" 2’-8"
33’-0"
19’-5"
2’-0"
PERIMETER DRAIN
GARAGE
(4) 2x12 WOOD BEAM
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
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
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
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
3’-3 1/2"
2’-8" 3’-0" 26’-5 1/2"
5’-9 1/2"
UP
15 RISERS
3’-4"
3’-0" 6’-9"
11’-9 1/2" 9’-5 1/2"
8’-5"
11’-1 9/16" 7’-0 1/2"
6’-3 1/2"
2x6 STRUCTURAL WALL
CAN’T BE REMOVED
POINT LOAD ABOVE
MUST TRANSFER THRU
FLOOR
POINT LOAD ABOVE
MUST TRANSFER THRU
FLOOR
5’-1"
(3) 2x10’s
w/ 1/2" SHIMS
1 15/16"
5’-0"
9’-4"
2’-0"
3 1/2" x 11 7/8" LVL
DROPPED BEAM
8’-0"
MECHANICAL BULKHEAD
DROPPED 12" FROM
BOTTOM OF FLR JOIST
MECHANICAL BULKHEAD
DROPPED 12" FROM
BOTTOM OF FLR JOIST
2x4 BLOCKING
FOR WATER
SHUT-OFF
FIELD VERIFY
W10 x 45 STEEL BEAM
2/6INT
2/8INT
2/6INT
5/0DWO
SCALE - 1/4" = 1’-0"
XX’,XX’
A5
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
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
WASH
LAV
DRY
D.W. SINK
REF
53’-11"
40’-11"
53’-11"
40’-11"
22’-7" 4’-0"
6’-3 1/2" 20’-3" 20’-3 1/2"
13
32’-3" 4’-0"
11’-9 1/2" 21’-10" 20’-3 1/2"
12’-8 3/4" 19’-6 1/4"
8’-5 1/2" 4’-11" 8’-5 1/2"
12’-4 7/16" 6’-1 1/8"
3’-4"
21
JOIST REQ. ON TOP
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
legend.rgh01
1/4" ENERGY BRACE / 1/2" FOAM
LEGEND: WALL BRACING
METAL "T" BRACING
1/4" ENERGY BRACE / 1/2" FOAM
1. WALLS LONGER THAN 25 LINEAL FT. REQUIRE
AN INTERMIDIATE WALL BRACING MEMBER.
2. ALL OTHER WALL LOCATIONS TO REQUIRE
3/4" FOAM SHEATHING.
3. TAPE ALL SHEATHING SEAMS WITH PINK
TAPE ONLY.
POINT LOAD MARKER
20’-0"
5’-10"
6’-7"
53’-11"
11’-9 1/2" 8’-5 1/2" 8’-5 1/2" 20’-3 1/2"
4’-0" 2’-8"
32’-3" 4’-0" 2’-8"
2’-0"
6’-3 1/2" 5’-6" 4’-9 1/2" 10’-8" 4’-10"
6’-2 1/2"
16’-8" 15’-7"
2x12 HDR.
HOLD TIGHT
TO DBL. TOP
PLATE
2’-0" 11’-11 1/2"
4’-5" 7’-1"
10’-9" 7" 9’-11" 11’-6"
6’-3 1/2" 4’-5 1/2"
2’-0" 12’-3" 2’-1" 3’-0" 13’-5 1/2"
5’-2" 2’-10"
5’-1"
6’-7 1/2"
5’-10"
7"
11’-6"
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
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
(3) PLY GIRDER TRUSS
INSULATE FLOOR JOIST BAY(s)
BLOCKING PANELS AT GARAGE WALL
BELOW TO PROHIBIT AIR INFILTRATION
5’-9 1/2"
13’-7 1/2"
1 3/4" x 11 7/8" PSL
54’-8"
38’-3"
3’-11 1/2" 28’-8"
54’-8"
6’-8" 7’-1" 20’-8"
38’-3"
2’-0" 32’-7 1/2"
20
17’-10 1/2"
1’-3 1/2"
7’-6"
14’-6 1/2" 3’-4"
2’-2 3/4"
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
legend.rgh01
1/4" ENERGY BRACE / 1/2" FOAM
LEGEND: WALL BRACING
METAL "T" BRACING
1/4" ENERGY BRACE / 1/2" FOAM
1. WALLS LONGER THAN 25 LINEAL FT. REQUIRE
AN INTERMIDIATE WALL BRACING MEMBER.
2. ALL OTHER WALL LOCATIONS TO REQUIRE
3/4" FOAM SHEATHING.
3. TAPE ALL SHEATHING SEAMS WITH PINK
TAPE ONLY.
POINT LOAD MARKER
54’-8"
43’-3"
54’-8"
40’-11"
12’-2" 21’-10" 20’-8"
8’-5 1/2" 4’-11" 8’-5 1/2"
8’-3 1/2" 28’-8" 3’-7 1/2" 2’-8"
2’-0" 32’-7 1/2" 3’-7 1/2" 2’-8"
12’-1 1/2" 7’-11 1/2" 12’-6 1/2"
2’-10 1/2" 9’-3 1/2" 6’-0" 11’-6" 3’-2"
4’-2 1/4" 20’-9" 3’-8 3/4"
6’-8" 20’-3" 7’-1" 20’-8"
3’-3 1/4" 3’-4 3/4" 2’-10" 7’-3 1/2" 7’-3 1/2" 2’-10" 3’-4 3/4" 3’-8 1/4" 3’-8 1/2" 12’-7" 4’-4 1/2"
3’-11 1/2"
11’-10 1/2" 9’-5 1/2" 11’-6"
6’-8" 5’-2 1/2" 4’-5" 7’-1"
11’-10" 2’-1" 5’-0" 12’-3"
8"
8"
5’-8" 5’-1 1/2"
1’-11 1/2"
1’-8"
7’-8"
1’-0" 6’-8"
2’-1"
1’-4" 17’-3" 1’-4"
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
STAIR DETAIL
14’-4 1/2"
INTERMEDIATE NEWEL POST
4’-2 7/8"
8’-1 1/8"
6’8" CLEARANCE
1’-0 5/8"
1"
UNDER-FRAME
CEILING HGT.
Finished First Floor
9’-1 1/8"
8’-0" BASEMENT
13 TREADS @ 9 1/2"
14 RISERS @ 7 9/16"
7’-5 1/4"
2’-6" 3’-4"
3’-0"
BALUSTER AND HAND RAIL
AS PER CODE REQUIREMENTS
1" STAIR NOSING
(TYPICAL)
5/4 TREADS
7/16" RISERS
1"
9 1/2"
8 1/8"
3’-1"
Finished Second Floor
7 9/16"
9 1/2"
3 7/8"
7’-8"
9’ 1ST FLOOR
14 TREADS @ 9 1/2"
15 RISERS @ 8 1/8" 2x10 LANDING
AD2
12/01/05
PLAN NAME:
DRAWING TITLE:
746-LS35
ARCHITECTURAL DETAILS
DRAWN BY:
REV1: 12393 10/21/05 RLT
REV2:
REV3:
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2007 (The Estridge Group, Inc.)
Ruben Hinners
LLV01 R.H.
J4
det.estJ4
LIVING ROOM COLUMNS / BULKHEAD
1’-2"
FRAMING
7"
9’-1 1/8"
8’-1 1/8" 1’-0"
FRAMING
FRAMING FRAMING
FRAMING
3 1/2" CROWN MOLDING
1 1/8" COVE MODLING
5 1/4" BASE TRIM
1x12 TRIM w/
3/4" COVE ON TOP
DRYWALL WRAPPED
FIELD FRAMED COLUMN
8"
4 1/4" CROWN MOLDING
7’-1"
1’-8"
7/16 OSB SHEATHING
SURROUND BAY AND
EXTEND INTO 1st STUD
WALL AS SINGLE PIECE
2x4 STUD
5"
STEEL ANGLE
1’-2 1/8"
7 1/2"
1’-3" 5’-5 7/8"
COPPER ROOF
ADD BLOCKING
WHERE NEEDED
3/8" SOFFIT
8x8 PREFAB
CEDAR BRACKET
LAG SCREWED TO
FLOOR SYSTEM AND
2x12s USING
(2) 3/8"x 7" LAGs
PRE-DRILL HOLES
WHERE ILLUSTRATED
7/16" OSB
SHEATHING SURR.
6 5/8"
8" FASCIA
2x4 RAFTER 10/12 PITCH
1’-2 1/8"
2x4 STUD WALL
BRICK MOLD
ARCHED 7/16" ROOF DECKING
2 1/4" CASING
FLOOR JOIST
BRICK AROUND
BRACKETS WHERE
NEEDED
9’-1 1/8"
1x2 TRIM
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
12/12
8/12
8/12
10/12
10/12
10/12
12/12
12/12
8/12
8/12
8/12
10/12
8/12
8/12
1’-1"
4"
12/12
8/12
8/12
10/12
10/12
10/12
12/12
12/12
8/12
8/12
8/12
10/12
8/12
12" LADDER RAKE 12" LADDER RAKE
2x4 VALLEY NAILER
8" OVER HANG
12" OVER HANG
12" OVER HANG 12" OVER HANG
12" OVER HANG
12" OVER HANG
12" OVER HANG
12" OVER HANG
12" OVER HANG
12" OVER HANG
2x4 RAFTER @ 16" O.C. TYP
2x6 RIDGE
2x6 RAFTERS @ 16" O.C. TYp.
2x8 RIDGE
8/12
12" LADDER RAKE
1’-1"
4"
12" LADDER RAKE
OVL2030
24.5wx36.5h R.O.
SCALE - 1/4" = 1’-0"
XX’,XX’
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
TRUSS BOTTOM CHORD
12"
2x4 CONTINUOUS NAILER
2x4 BLOCKING AT 16" O.C.
FRIEZE BOARD (SEE ELEV.)
GUTTERBOARD (SEE ELEV.)
ROOF SHINGLES
7/16" ROOF DECKING
7/16" INSULATION SHEATHING
3/8" ROUGH SAWN PLYWOOD
12"
SEE ROOF PLAN
2" CONTINUOUS SOFFIT VENT
15# BUILDING FELT
1/2" DRYWALL
5/8" DRYWALL
GARAGE
SIDING
R11
det.estR11
ROOF DETAIL at GARAGE 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
60’,70’
T1
12/01/05
PLAN NAME:
DRAWING TITLE:
746-LS35
TRUSS LAYOUT
DRAWN BY:
REV1: 12883 08/10/05 RLT
REV2:
REV3:
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2007 (The Estridge Group, Inc.)
Mike Walker
LLV01 R.H.
A 3CarSideLoad
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
SCALE - 1/4" = 1’-0"
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
UP
15 RISERS
2/6INT
FURN
2/8INT
2/6INT
5/0DWO
65’,65’
SCALE - 1/4" = 1’-0"
I1
12/01/05
PLAN NAME:
DRAWING TITLE:
746-LS35
Bsmt. FLOOR INTERIOR FINISH
DRAWN BY:
REV1:
REV2:
REV3:
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2007 (The Estridge Group, Inc.)
Mike Walker
LLV01 R.H.
A 3CarSideLoad
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
LOWER LEVEL #2
SUMP EJCT.
WATER
HEATER
BP BP
BP
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
30502S200 G34
2856S200 2856S200
2856S200 2856S200
2456S200
2456S200
2036S200
C H
CTC30
3056S200 3056S200
UP
15 RISERS
UP
15 RISERS
DOWN
14 RISERS
P3040
CTC30
P3040
CTC30
RAISED HEARTH
AND MANTEL
SEE DETAIL J2/ID2
WALL CUBBIES
H
C
HC
HC
CH
J4
AD3
G43
5 SHELVES
3056S200 3056S200
PEGBOARD
REF
6/0SGD
14SLF 3/0EXT6 14SLF
2/0INT
2/4INT
2-2/4INT
4/0CO
WASHER DRYER
2/8INT
2/8SERV
2-2/6INT
D.W.
1 SHELF
1R/1S
1R/1S
16X7OHD
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
3050S200 3050S200
SLOPED
CEILING
3050S200
H C
P4946S200
2856S200
2856S200 2856S200
2856S200
3056S200
3050S200
DOWN
15 RISERS
1R/1S
PLANT SHELF
PLANT SHELF
PLANT SHELF
OPEN WOOD RAIL
H C
OPEN WOOD RAIL
OPEN WOOD RAIL
48" x 34" SHOWER PAN
12" w. CULTURED MARBLE
SHOWER SEAT
42" x 60" GARDEN TUB
3050S200
TRIM CARPENTAR:
HOLD DOOR TIGHT TO
OUTSIDE OF CLOSET
1R/1S
1R/1S
3 HOOKS
C H
C
H
2/6INT
2-1/6INT
5
SHELVES
2-2/6INT
2/6INT 2/4INT
1/6INT
2/0INT
2/4INT
2-1/6INT
2/0INT
1R/1S
2/6INT
SHELVES
LAUNDRY BSKT
VD12
2/0INT
SHELVES
LAUNDRY BSKT
24"TB
2/4INT
H C
TRIM CARPENTAR:
HOLD DOOR TIGHT TO
OUTSIDE OF CLOSET
2-1/6INT
VSB36 VDT27 VSB36
18"TB
18"TB
PH
MIR10236
6/0SGD
W1236
WASHER
DB18
4/0CO
B36
2/8INT
SCR36
2-2/4INT
W1836
2-2/6INT
B48
DC2436
B33
W3036
W3036
SB36
D.W.
B21
2/8SERV
W3018 W3336
DC2436
3’-1" 3’-0"
5’-1" 3’-7"
WALL CUBBIES
CH
W1836
DRYER
W3618
W1536
CENTER SUPPORT
BRACKET
5 SHELVES
REF
SCR36
1 SHELF
1R/1S
5
SHELVES
2/6INT
1/6INT
18"TB
18"TB
1R/1S
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
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
STONE VENEER SOLIDER
WITH RECESSED AREA
ONLY ON 12’ WALLS OR
GREATER
5’-10"
SYMMETRICAL
STANDARD 42"
700 SERIES FIREBOX
RAISED HEARTH TO
BE STONE VENEER
STONE VENEER SOLIDER
WITH RECESSED AREA
ONLY ON 12’ WALLS OR
GREATER
1x6 WOOD TRIM
1x4 TRIM @ SIDES
OF STONE VENEER
EXTERIOR WALL
2x4 WALL TO CEILING
3 1/2" RECESS
FRAMING DIMENSIONS TAKE
INTO ACCOUNT THE APPLIED
STONE VENEER
1’-0" 4’-0" 1’-0"
6’-0"
SITE BUILT MANTEL
1. NO MECHANICAL NOTES AT THIS TIME
MECHANICAL PLAN NOTES:
notes.mech01
UP
15 RISERS
ADD REGISTER IN CRAWL
AS REQUIRED BY CODE
2’-0" 5’-0"
MECHANICAL BULKHEAD
DROPPED 12" FROM
BOTTOM OF FLR JOIST
SCALE - 1/4" = 1’-0"
XX’,XX’
M1
12/01/05
PLAN NAME:
DRAWING TITLE:
746-LS35
Bsmt. FLOOR MECHANICAL
DRAWN BY:
REV1: 12987 10/04/05 RLT
REV2:
REV3:
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2007 (The Estridge Group, Inc.)
Mike Walker
LLV01 R.H.
A 3CarSideLoad
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
LOWER LEVEL #2
SUMP EJCT.
WATER
HEATER
FURN
1. NO MECHANICAL NOTES AT THIS TIME
MECHANICAL PLAN NOTES:
notes.mech01
UP
15 RISERS
UP
15 RISERS
DOWN
14 RISERS
SCALE - 1/4" = 1’-0"
XX’,XX’
M2
12/01/05
PLAN NAME:
DRAWING TITLE:
746-LS35
1st FLOOR MECHANICAL
DRAWN BY:
REV1:
REV2:
REV3:
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2007 (The Estridge Group, Inc.)
Mike Walker
LLV01 R.H.
A 3CarSideLoad
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
GREAT ROOM
DEN
LIVING ROOM DINING ROOM
GARAGE
BATH #3
ENTRY
KITCHEN
NOOK
OPEN TO ABV
BENCH
DOWN
PLANTER
PLANTER
STEP
DECK D
UP
1 STEP
1. NO MECHANICAL NOTES AT THIS TIME
MECHANICAL PLAN NOTES:
notes.mech01
DOWN
15 RISERS
SCALE - 1/4" = 1’-0"
XX’,XX’
M3
12/01/05
PLAN NAME:
DRAWING TITLE:
746-LS35
2nd FLOOR MECHANICAL
DRAWN BY:
REV1:
REV2:
REV3:
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2007 (The Estridge Group, Inc.)
Mike Walker
LLV01 R.H.
A 3CarSideLoad
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
MASTER BEDROOM
MASTER BATH
W.I.C.
BEDROOM #2
BEDROOM #3
BEDROOM #4
OPEN TO BELOW
BATH #2
WIC
BATH #4
OPEN TO BELOW
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
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
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
DOWN
15 RISERS
TO SWITCH BELOW
SWITCHED OUTLET
Tech. Panel
XX’,XX’
SCALE - 1/4" = 1’-0"
E3
12/13/06
PLAN NAME:
DRAWING TITLE:
746-LS35
2nd FLOOR ELECTRICAL
DRAWN BY:
REV1:
REV2: 12494 04/05/05 RLT
REV3: 14143 07/20/06 RJH
REV4: 14315 12/13/06 RLT
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2007 (The Estridge Group, Inc.)
Mike Walker
LLV01 R.H.
A 3CarSideLoad
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
HP
T
S
IC
EYE
MASTER BEDROOM
MASTER BATH
W.I.C.
BEDROOM #2
BEDROOM #3
BEDROOM #4
OPEN TO BELOW
BATH #2
WIC
BATH #4
OPEN TO BELOW
S
3
S
S
F
S
SD
SD
SD
S
F
S
S
S
SD
F
S
S
S
S3 SD
G
G
S4
S
S3
G
S
3
S
G
S S
F
S
3
G
PHOTO
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
TO FIXTURE ABV
TO FIXTURE ABV
DISPOSAL
UP
15 RISERS
UP
15 RISERS
DOWN
14 RISERS
TO FIXTURE ABV
TO FIXTURE BELOW
RECESSED FIXTURE
8’-3"
6’-8"
OVERHEAD DOOR
OVERHEAD DOOR
REF
WASHER DRYER
D.W.
XX’,XX’
SCALE - 1/4" = 1’-0"
E2
08/17/06
PLAN NAME:
DRAWING TITLE:
746-LS35
1st FLOOR ELECTRICAL
DRAWN BY:
REV1:
REV2: 13531 04/05/06 RJH
REV3: 14035 06/05/06 RJH
REV4: 14143 07/20/06 RJH
REV5: 14203 08/17/06 RJH
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2007 (The Estridge Group, Inc.)
Mike Walker
LLV01 R.H.
A 3CarSideLoad
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
HP
T
S
IC
EYE
GREAT ROOM
DEN
LIVING ROOM DINING ROOM
GARAGE
BATH #3
ENTRY
KITCHEN
NOOK
OPEN TO ABV
BENCH
DOWN
PLANTER
PLANTER
STEP
DECK D
UP
1 STEP
S
3 S
S3
S3
S
3
G
S
F
S
S
S
4
G
S
3
S
S3
S3
G
G
G
G
G
G
S
3
W
S3 S
S
3
S
SS
SD
S3
S3
W
S
4
S3
PHOTO
PHOTO
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
UP
15 RISERS
TO SWITCH ABOVE
XX’,XX’
SCALE - 1/4" = 1’-0"
E1
01/05/06
PLAN NAME:
DRAWING TITLE:
746-LS35
Bsmt. FLOOR ELECTRICAL
DRAWN BY:
REV1: 12394 04/08/05 RLT
REV2: 11879 01/05/06 RJH
REV3:
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2007 (The Estridge Group, Inc.)
Mike Walker
LLV01 R.H.
A 3CarSideLoad
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
HP
T
S
IC
EYE
LOWER LEVEL #2
EJCT.
F
S S
G
S
3
S
SUMP
WATER
HEATER
SD
S
PC
BP BP
BP
PHOTO
FURN
I20
det.estI20
STONE FIREPLACE WALL / MANTLE DETAIL
1x8 MANTEL TOP
5 1/4" DBL. COVE CROWN
2x2 BLOCKING
1x8 TRIM
1x6 TRIM
1x8 BLOCKING
2x4 BLOCKING
1x8 w/ BULL NOSE
MANTEL
6’-10 1/4"
1’-6"
5’-9"
VARIOUS PER WALL HGT. 1’-6"
PER WALL HGT
PLATFORM @ 12" A.F.F.
3 1/2"
1’-6"
2x2 BLOCKING
FOR TRIM
NAILER
2X4 FUR WALL
2X4 EXT. WALL
DRYWALL
4’-11 1/2"
4’-0 1/4"
3"
46" - 2x12 BLOCKING
RECESSED IN 2x4 FRAMING
4’-4"
4’-1"
1’-1 1/2"
ID2
12/01/05
PLAN NAME:
DRAWING TITLE:
746-LS35
INTERIOR DETAILS
DRAWN BY:
REV1:
REV2:
REV3:
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2007 (The Estridge Group, Inc.)
Mike Walker
LLV01 R.H.
A 3CarSideLoad
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
H C
PH
2/4INT
2/0INT
24"TB
2/4INT
MIR6036
WASHER
2/8INT
DRYER
CENTER SUPPORT
BRACKET
1 SHELF
18"TB
VSB30
2/4INT
H
SCALE - 1/2" = 1’-0"
ID1
12/01/05
PLAN NAME:
DRAWING TITLE:
746-LS35
CABINET LAYOUTS
DRAWN BY:
REV1: 12515 03/01/05 RJH
REV2: XXXXX 03/14/05 RJH
REV3:
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2007 (The Estridge Group, Inc.)
Mike Walker
LLV01 R.H.
A 3CarSideLoad
BATH #3 LAYOUT
BATH #2 LAYOUT MASTER BATH LAYOUT
KITCHEN LAYOUT
LAUNDRY
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
1R/1S
2/4INT 2/6INT
2/4INT
2/6DWO
1R/1S
XX’,XX’
SCALE - 1/4" = 1’-0"
I3
12/13/06
PLAN NAME:
DRAWING TITLE:
746-LS35
2nd FLOOR INTERIOR FINISH
DRAWN BY:
REV1:
REV2: 13057 11/14/05 RJH
REV3: 12986 01/03/06 RJH
REV4: 13516 04/04/06 RJH
REV5: 14315 12/13/06 RLT
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2007 (The Estridge Group, Inc.)
Mike Walker
LLV01 R.H.
A 3CarSideLoad
12355 06/17/05 RLT
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
MASTER BEDROOM
MASTER BATH
W.I.C.
BEDROOM #2
BEDROOM #3
BEDROOM #4
OPEN TO BELOW
BATH #2
WIC
BATH #4
OPEN TO BELOW
8X7OHD
XX’,XX’
SCALE - 1/4" = 1’-0"
I2
07/20/06
PLAN NAME:
DRAWING TITLE:
746-LS35
1st FLOOR INTERIOR FINISH
DRAWN BY:
REV1: 12355 06/17/05 RLT
REV2: 14143 07/20/06 RJH
REV3:
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2007 (The Estridge Group, Inc.)
Mike Walker
LLV01 R.H.
A 3CarSideLoad
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
GREAT ROOM
DEN
LIVING ROOM DINING ROOM
GARAGE
BATH #3
ENTRY
KITCHEN
NOOK
OPEN TO ABV
BENCH
DOWN
PLANTER
PLANTER
STEP
DECK D
UP
1 STEP
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
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
2x4 TOP PLATE
7/16 O.S.B. SHEATHING
2x4 STUDS AT
F.P. CHASE
7/16 O.S.B. SHEATHING
BRICK VENEER
2x8 LEDGER NAILED
TO TOP PLATE
NAILS AT 6" O.C.
EXTERIOR CAULKING
CUSTOM SEAMLESS PAN
FLASHING W/ 2" BEND
A37
det.estA37
SECTION at BRICK CHIMNEY CAP
at FIREPLACE CHASE
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
SCALE - 3/4" = 1’-0" u.n.o.
RD1
12/01/05
PLAN NAME:
DRAWING TITLE:
746-LS35
ROOF DETAILS
DRAWN BY:
REV1:
REV2:
REV3:
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2007 (The Estridge Group, Inc.)
Mike Walker
LLV01 R.H.
A 3CarSideLoad
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
R2
12/01/05
PLAN NAME:
DRAWING TITLE:
746-LS35
ROOF FRAMING
DRAWN BY:
REV1:
REV2:
12883 08/10/05 RLT
REV3:
REV4:
REV5:
REV6:
DATE:
OPTIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2007 (The Estridge Group, Inc.)
Mike Walker
LLV01 R.H.
A 3CarSideLoad
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
FLOOR JOIST
3 1/4" BASE
3/8" SOFFIT
(2)-2x4
1x2
ALL DIMENSIONS ARE
ROUGH FRAME U.N.O.
2x6 JOIST
3/8 COVE MOLD
9’-1" TOP OF GUTTER BD.
2 1/4" CASING
3/4 BIRCH TOP
3 1/2" x 9 1/4" LVL
2x12
det.J6
746 B - BOX BAY WINDOW w/ COPPER ROOF SECTION DETAIL at DINING ROOM
746 B Elevation
J6
1’-1" 3 1/2"
4 7/8"
5 3/8"
7"
1"
1x4 TRIM
1x2 TRIM
SURROUND
WINDOW
COPPER ROOF
3/8" SOFFIT BOARD
ON TOP OF 7/16"
OSB SHEATHING
SURROUND
1x4" TRIM
2 1/4" 1"
1"
7 1/4"
ICE & WATER
SHIELD COVER
FROM BOTTOM
WINDOW OVER
ENTIRE ROOF
7 7/8"
BRICK TO REST
ON OSB ROOF
STEEL ANGLE
ICE & WATER
SHIELD COVER
1’-5 1/2" 4’-5 1/2" 1’-5 1/2"
BRICK TO REST
ON OSB ROOF
1’-11 3/8" 4’-1 1/4" 1’-11 3/8"
1x8 FASCIA TYP.
1x2 SHINGLE MOLD
2x4 DENTAL BLOCKING
ON TOP OF 1x6 FRIEZE
1x4 TRIM W/ KEYSTONE
SOLID PANELING USING
(1) SINGLE SHEET OF
3/4"x 4’ x 8’ TEXTURED
SMART PANEL
1x4 FRIEZE TYP.
HELD TO BOTTOM OF 1/4"
PLYWOOD SOFFIT STARTING
AGINST THE BRICK MOLD OF DOOR
1 1/8" x 3/4" CORNER MOLD AND TERMINATING @ END OF ROOF TRIM
w/ 3/4" TO INSIDE OF
BARREL VAULT CEILING
1/4" PLYWOOD SOFFIT
FLAT TO BOTTOM OF
PREFABRICATED TRUSS
BARREL VAULT CLG. USING
1/4" PLYWOOD BENDING BOARD
AROUND THE INSIDE OF
PREFABRICATED TRUSS
SANDING REQUIRED w/ CAULKED
NAIL OR STAPLE HOLES PRIOR
TO PAINTING OR PRIMING
BENDING BOARD TO BE TIGHT AGAINST
BRICK MOLD OF ROUND TOP WINDOW
1x4 TRIM HELD DOWN 1/2"
FROM BOTTOM OF TRUSS TO
ALLOW FOR INSIDE CEILING
PLYWOOD AND TRIM TO BUTT
AGAINST FOR FINISH LOOK
J9
det.estJ9
746 ’A’ EELEVATION FRONT PORCH TRIM DETAIL
SECURE RAILING
TO BRICK VENEER
USING SUPPLIED
METAL SUPPORT
BRACKETS AND
SCREWS CUSTOM WINDOW R.O.
72 3/8"w. x 65 3/8"h.
FRONT DOOR ENTRY R.O.
68 3/4"w. x 82 1/8"h.
6 3/8"
5’-5 3/8" 2’-1 3/8"
8’-1 1/8"
6’-10 1/8" 2’-3"
9’-1 1/8"
8’-8 3/8" TOP OF BOX BEAM
7’-11 7/8"
4’-10"
FYPON B5x7
FYPON PST10x10F
FYPON NP8x48
FYPON TC8
RUBBER MEMBRANE
ON TOP OF TREATED
3/4" DECKING
1x2 TRIM
1x8 TRIM
1x10 TRIM
2x12 TOP & BOT.
AND 2x6 SIDE
BOX BEAM
3/8" SOFFIT
3/8" SOFFIT
1x10 TRIM WRAP
SURROUND INSIDE
CEILING
10" RND TAPERED
PERMACAST COLUMN
@ 96"h.
BRICK LEDGE
SURROUND
FRONT PORCH
10" RND TAPERED
PERMACAST COLUMN
CUT IN HALF AND
APPLIED TO FACE
OF BRICK
FYPON BTR6x96
FYPON BAL5x16RL
FYPON BBR6x96
2x6 CEILING JOIST
WITH 1/4" PER FOOT
FALL FOR PROPER
WATER SHED
SMALL COPPER
FLASH 1/2" LIP
TO SHED WATER
FROM FRONT
OF PORCH TO
SIDES IN ROOFING
BID
THRU-WALL FLASHING
AND COUNTER-FLASH
AT BRICK
J2
det.estJ2
FRONT PORCH
746 - B Elevation
4"
2’-4 1/4"
2’-6 1/4"
4’-0 3/4" APPROX.
AD3
----------
PLAN NAME:
DRAWING TITLE:
746-LS35
ARCHITECTURAL DETAILS
DRAWN BY:
REV1: ------------------------------------------------------------
REV2: ------------------------------------------------------------
REV3: ------------------------------------------------------------
REV4: ------------------------------------------------------------
REV5: ------------------------------------------------------------
REV6:
DATE:
------------------------------------------------------------
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2007 (The Estridge Group, Inc.)
Ruben Hinners
LLV01 R.H.
A 3CarSideLoad
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
A 3CarSideLoad
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
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
12/01/05
PLAN NAME:
DRAWING TITLE:
746-LS35
ARCHITECTURAL DETAILS
DRAWN BY:
REV1:
REV2:
REV3:
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2007 (The Estridge Group, Inc.)
Mike Walker
LLV01 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
SCALE - 3/4" = 1’-0" u.n.o.
FD1
PLAN NAME:
DRAWING TITLE:
746-LS35
FRAMING DETAILS
DRAWN BY:
REV1:
REV2:
REV3:
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2007 (The Estridge Group, Inc.)
Ruben Hinners
LLV01 R.H.
A 3CarSideLoad
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
4’-7"
11’-6"
3’-7"
1’-6 1/4"
9’-7 5/8" 2’-2 7/8"
2’-8 1/2" 4’-1" 2’-10 1/8"
2’-0"
2’-0"
12’-3" 3’-4" 3’-4" 15’-10 1/2"
4’-0"
1’-0"
3’-2"
5’-10"
4’-0 1/2"
4’-0 1/2"
19 1/2" H. TUB DECK
9’-3 1/2" 2’-8 1/2"
3’-0 1/2"
14’-3 3/4"
6’-2 1/2"
15’-6"
22’-4 1/2"
11’-9"
4’-4 1/2"
1’-0"
15’-3"
1’-0"
14’-4 1/2"
4’-6" 1’-8"
5’-10" 3’-4"
2’-11 3/8"
DOWN
15 RISERS
3’-0"
3’-0"
TRAY CLG.
@ 6/12 PITCH
5 1/2"
PLANT SHELF
1’-0"
5 1/2"
2x6 WALL
TO CTR OF DOOR
FULL HGT WALL
27" H. WALL
3’-3"
4’-10"
1’-10 7/8"
3’-8"
1’-3"
2’-8"
1’-5 1/2"
2x6 HEADER HELD
TIGHT TO BOTTOM
OF PLATE
3’-5 1/4"
TO CTR OF DOOR
21" H. SEAT WALL
5’-0"
2’-10 1/2"
FOAM INSULATION REQUIRED WITHIN
JOIST BAY BELOW TO PREVENT FREE
AIR INFILTRATION
ATTIC ACCESS
22.5"x30"
ADD 1" TO R.O. WIDTH
FOR DOOR T-ASTRICAL
1’-8"
4’-0" 5’-0"
7’-9 1/2"
2/6INT
2-1/6INT
2-2/6INT
2/6INT 2/4INT
1/6INT
2/0INT
2/4INT
2-1/6INT
2/0INT
2/6INT
2/4INT 2/6INT
2/4INT
2/6DWO
SCALE - 1/4" = 1’-0"
XX’,XX’
A9
12/13/06
PLAN NAME:
DRAWING TITLE:
746-LS35
2nd FLOOR ROUGH FRAME
DRAWN BY:
REV1:
REV2:
REV3:
REV4: 13918 05/09/06 RJH
REV5: 12983 09/16/05 RLT
REV6:
DATE:
14315 12/13/06 RLT
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2007 (The Estridge Group, Inc.)
Mike Walker
LLV01 R.H.
A 3CarSideLoad
13057 11/14/05 RJH
13575 01/11/06 RJH
13647 01/27/06 RLT
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
MASTER BEDROOM
MASTER BATH
W.I.C.
BEDROOM #2
BEDROOM #3
BEDROOM #4
OPEN TO BELOW
BATH #2
WIC
BATH #4
OPEN TO BELOW
14’-5 1/2" 17’-3" 22’-11 1/2"
24
3’-7 1/2"
5 1/4" x 11 7/8" PSL
20’-3"
2’-0"
INSULATE JOINT BETWEEN BLOCKING
AND JOIST TO PREVENT FREE AIR INFILTRATION
2’-4"
29
15’-9 1/2"
29
29
28
3’-4"
28 28
20
5 1/4" x 11 7/8" PSL
1 3/4" x 11 7/8" PSL
3’-11" 16’-2"
6’-1 1/2"
2’-11 3/8"
2’-11 3/8"
3’-0"
24
14
20 20
28
12’-6 1/2"
1 3/4" x 11 7/8" PSL 1 3/4" x 11 7/8" PSL
1 3/4" x 11 7/8" PSL
12’-1 1/2" 7’-11 1/2"
8"
20 29 29 29 29 29 29
20
29
29
9’-5 1/2" 5’-0"
3’-7 1/2"
20 20 20
13 13 15 15 15 15 15 14 14 14
MOVE JOIST 3"
FOR PLUMBING ACCESS
10’-11 5/16"
2x4 BLOCKING AT TOP
OF GIRDER TRUSS
1 3/4" x 11 7/8" LVL 1 3/4" x 11 7/8" LVL
3’-6 1/4" 2’-1 1/4" 2’-1 1/4"
34
12"
4’-3 1/2" 1’-1 3/16"
x
x
x x x x x x x
x
x
xx
x x
x
x
x
x
x x
2
19.2" o.c.
19.2" o.c.
19.2" o.c.
x
2
x
x x
x
x x
x
x
xx xx xx x
x
x
x
x
x
x
x
x
o
19.2" o.c.
19.2" o.c.
19.2" o.c.
xxx x
x
xxxxxxxxxxxx
o
xx x x x x xx x x xx x
2
16.0" o.c.
16.0" o.c.
16.0" o.c.
xx x
x
x
x
x
o
x
x
x o
o
x x
x x
x
x
x
x
TUB
TUB
LAV
LAV
LAV
LAV
LAV
TUB
XX’,XX’
SCALE - 1/4" = 1’-0"
A8
06/28/06
PLAN NAME:
DRAWING TITLE:
746-LS35
2nd FLOOR DECK FRAMING
DRAWN BY:
REV1: ?? 03/08/05 RLT
REV2: 12937 08/24/05 RJH
REV3: 12953 09/16/05 RLT
REV4: 12880 10/04/05 RLT
REV5: 14039 06/28/06 RJH
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2007 (The Estridge Group, Inc.)
Mike Walker
LLV01 R.H.
A 3CarSideLoad
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
6’-1 1/2" 3’-4"
3’-4" 19’-6"
21’-3"
9’-0" 6’-5"
8’-2" 3’-4"
4’-2 1/2"
4’-11"
5’-4 1/2" 3’-1" 3’-1" 5’-4 1/2"
UP
15 RISERS
UP
15 RISERS
DOWN
14 RISERS
(2) 2x10 HEADER
@ 42" A.F.F.
3’-1 1/2"
2’-0 1/2" 5’-4 1/2" 7’-4"
6’-6" 2’-3"
10’-8 1/2"
TO CTR OF DOOR
13’-8 1/2"
14’-11"
2’-0 1/2" 4’-8"
3’-2 7/8"
7’-0 3/4"
(2) RISERS w/
12" TREADS
FRAMED SQ. COL.
DRYWALL WRAPPED
8" dia.
TAPERED COL.
TYPICAL
WALL DOUBLED FOR
PLUMBING AND HVAC
ACCESS
2’-3"
J1
AD2
2x6 WALL FRAMING:
TOP PLATE @ 15’-6 1/2" A.F.F.
ON PARTIAL BRICK WRAP
TOP PLATE @ 16’-0 3/4" A.F.F.
ON FULL BRICK WRAP
2’-1 1/2" 1’-10 1/2"
2’-1 1/2" 1’-10 1/2"
FRAME WINDOW OPENING
7’-10 7/8" TO BOTTOM
OF HEADER
(3) 2x4 NAILED TOGETHER
FOR LOAD BEARING FROM ABV
SOLID BLOCKING REQ. BELOW
1’-0" 8" 7" 7’-7" 7" 8"
7"
DOUBLE WALL
FOR PLUMBING STACK
5 1/2"
2x6 FOR
PLUMBING ACCESS
7"
DROP CLG. 12"
BELOW JOIST
DROPPED BULKHEAD
FOR HVAC CLOSET ACCESS
INSIDE DIMENSION 12"
BELOW FLOOR JOIST
DROPPED 2x10
HEADER REQ.
7"
12"w. 12" d.
BULKHEAD FOR
ELECTRICIAN
J4
AD3
2’-6"
2’-6"
DROP CLG. 12"
BELOW JOIST
DRYWALL OPENING
FRAMED @ 8’1-1/8"
HIGH TO MATCH
LIVING ROOM
DROPPED ENTRY
RECESSED OPEN HGT.
@ 96" A.F.F.
53’-11"
65’-7"
65’-7"
46’-11"
18’-7"
26’-8"
2’-10" 3’-7"
8’-1"
24’-8"
17’-2 3/4" 19’-6 1/2"
36’-0 1/2"
3 1/2" x 16" PSL BEAM
ABOVE GARAGE DOOR
22" x 54"
ATTIC ACCESS
10’-1 1/2"
4’-5 3/8" 9’-8 1/4" 4’-5 3/8"
6’-0 1/2"
12’-0"
5’-11 1/2"
2’-0"
2’-10 3/4" 3’-4 3/4" 2’-10" 7’-3 1/2" 7’-3 1/2" 2’-10" 3’-4 3/4" 3’-4 3/4"
6’-3 1/2" 20’-3" 6’-9 1/2"
24’-0 1/2"
6/0SGD
14SLF 3/0EXT6 14SLF
2/0INT
2/4INT
2-2/4INT
4/0CO
2/8INT
2/8SERV
2-2/6INT
16X7OHD
8X7OHD
SCALE - 1/4" = 1’-0"
XX’,XX’
A7
03/23/06
PLAN NAME:
DRAWING TITLE:
746-LS35
1st FLOOR ROUGH FRAME
DRAWN BY:
REV1:
REV2:
REV3:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2007 (The Estridge Group, Inc.)
Mike Walker
LLV01 R.H.
A 3CarSideLoad
REV4:
12993 09/30/05 RJH
12994 09/30/05 RJH
12952 09/07/05 RJH 13799 03/20/06 RJH
12937 08/24/05 RJH
13808 03/23/06 RJH
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
GREAT ROOM
DEN
LIVING ROOM DINING ROOM
GARAGE
BATH #3
ENTRY
KITCHEN
NOOK
OPEN TO ABV
BENCH
DOWN
PLANTER
PLANTER
STEP
DECK D
UP
1 STEP
OF CONC. WALL TO
PREVENT AIR INFILTRATION
5 1/2"
21 21 21
4
15
1’-3 1/4"
SOLID BLOCKING REQ. BETWEEN
JOIST TO PREVENT AIR INFILTRATION
20
1’-2 1/2"
20 20 20 20 20 20 20 20 20 20 24 24 24 24
4
15
5’-4 3/4"
4 4
23 23 23 23 23 23 23 23 23 23 23 23 23
15’-1 15/16"
13 13 13
7’-1"
2’-0"
15 15 15 15 15 15 15 15 15 15
13 13 13
21
2’-8"
21
13 13
10
2’-8"
23 23
EXTRA JOIST FOR
WALL ABOVE
21
18 18 18
21 21
24
STEEL BEAM FOR JOSIT BEARING BELOW
2’-0"
1 3/4" x 11 7/8" LVL
6’-0"
18
3 1/2" x 11 7/8" LVL
3 1/2" x 11 7/8" LVL
20
(2) 1 3/4" x 11 7/8" LVL
16.0" o.c.
16.0" o.c.
16.0" o.c.
x
12.0" o.c.
12.0" o.c.
12.0" o.c.
16.0" o.c.
16.0" o.c.
16.0" o.c.
19.2" o.c.
19.2" o.c.
19.2" o.c.
x xx x x
x x x x
xxxxxx xxxx
xxx x
xxx
2 2
x ox
xxx x x
x
XX’,XX’
SCALE - 1/4" = 1’-0"
A6
12/01/05
PLAN NAME:
DRAWING TITLE:
746-LS35
1st FLOOR DECK FRAMING
DRAWN BY:
REV1: ?? 03/08/05 RLT
REV2: 12962 10/12/05 RJH
REV3: 12879 10/21/05 RLT
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2007 (The Estridge Group, Inc.)
Mike Walker
LLV01 R.H.
A 3CarSideLoad
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
04/17/06
PLAN NAME:
DRAWING TITLE:
746-LS35
Bsmt. FLOOR ROUGH FRAME
DRAWN BY:
REV1: 12987 10/04/05 RLT
REV2: 12392 10/04/05 RLT
REV3: 11648 10/25/05 RLT
REV4: 11650 10/28/05 RLT
REV5: 13912 04/17/06 RJH
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2007 (The Estridge Group, Inc.)
Mike Walker
LLV01 R.H.
A 3CarSideLoad
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
LOWER LEVEL #2
BP BP
BP
F25
det.estF25
TYPICAL FOUNDATION at STEEL COLUMN
SLAB and BASEMENT FOUNDATIONS
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
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
8x8x16
LINE OF BRICK HEARTH WALL BEYOND
8x8x8
SEE FLOOR FRAMING PLAN FOR
HEADER CONDITIONS
4x8x16 C.M.U
LAID FLAT
1’-8 5/8"
POURED CONCRETE WALL
1’-4"
1’-0"
4x8 PRE-CAST CONCRETE
LINTELS (3) - BOTTOM
AT TOP OF WALL
F34 RAISED BRICK HEARTH SECTION
CRAWL FOUNDATION det.estF34
NOTE: OFFSET FACE OF STUD 1/2"
FROM FACE OF FOUND. WALL
TYPICAL FOUNDATION WALL:
* 8" POURED CONCRETE WALL
* SILL 1/2" x 18" ANCHOR BOLTS
INSTALLED @ 6’-0" O.C.
AND WITHIN 12" OF CORNERS
* 16"X8" CONCRETE FOOTING
* #3 STEEL WALL REINFORCING
2" FROM FACE OF WALL
* LOOP WIRE REINFORCING
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
0 1/2"
F50
R-13 BATT INSULATION
EXTERIOR SHEATHING
SEE FRAME SHEET
BRICK VENEER
WALL HGT.
3/4" DECKING
SEE FLOOR FRAMING
PLAN FOR DETAILS
FOUNDATION WALL at HOUSE - BRICK
2x4 TREATED
SILL PLATE
8"
2’-0" 1’-0"
WATERPROOFING
PART’L and FULL BASEMENT FOUNDATIONS det.estF50
8’ WALL HGT.
#6 VERTICAL REINFORCEMENT SET
40" O.C. @ 5" FROM SOIL SIDE
9’ WALL HGT.
#6 VERTICAL REINFORCEMENT SET
24" O.C. @ 5" FROM SOIL SIDE
TYPICAL FOUNDATION WALL:
* 8" POURED CONCRETE WALL
* 16"X8" CONCRETE FOOTING
* LOOP WIRE REINFORCING
5 1/2"
SEE FLOOR FRAMING
PLAN FOR JOIST LAYOUTS
4" CONC. SLAB ON GRADE
W/ THICKENED EDGE
16"-18" MIN. GRANULAR FILL
2x4 TREATED
WOOD PLATE
WALL HGT.
TYPICAL FOUNDATION WALL:
* 8" POURED CONCRETE WALL
* SILL ANCHOR BOLTS @ 6’-0" O.C.
AND WITHIN 12" OF CORNERS
* 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
SIDING w/ 3/4" CLEARANCE
AT CONCRETE PATIO
SLOPE 1/8" PER FOOT
3/4" RIGID INSULATION
R-13 BATT INSULATION
W/ 2 MIL. VAPOR BARRIER
F55
det.estF55
WATERPROOFING
2’-0" 1’-0"
FOUNDATION WALL at PATIO - SIDING
PART’L and FULL BASEMENT FOUNDATIONS
8’ WALL HGT.
#6 VERTICAL REINFORCEMENT SET
40" O.C. @ 5" FROM SOIL SIDE
9’ WALL HGT.
#6 VERTICAL REINFORCEMENT SET
24" O.C. @ 5" FROM SOIL SIDE
R-13 BATT INSULATION
W/ 2 MIL. VAPOR BARRIER
det.estF52
4" CONC. SLAB ON GRADE
W/ 6" THICKENED EDGE
1 1/2"
1’-11" MIN.
GRANULAR FILL
TYPICAL FOUNDATION WALL:
* 8" POURED CONCRETE WALL
* SILL ANCHOR BOLTS @ 6’-0" O.C.
AND WITHIN 12" OF CORNERS
* 16"X8" CONCRETE FOOTING
* #3 STEEL WALL REINFORCING
2" FROM FACE OF WALL
* LOOP WIRE REINFORCING
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
1’-0"
1/2" EXPANSION MATERIAL
SLOPE 1/8" PER FOOT
PROVIDE TREATED
BAND BOARD AT
CONCRETE SLAB AREA
1 1/2"
2x4 TREATED PLATE
SEE FLOOR FRAMING
PLAN FOR JOIST LAYOUT
3/4" FLOOR DECKING
3/4" RIGID INSULATION
WALL HGT.
F52 FOUNDATION WALL at PORCH - BRICK
2’-0"
WATERPROOFING
TYPICAL FOUNDATION WALL:
* 8" POURED CONCRETE WALL
* 16"X8" CONCRETE FOOTING
* LOOP WIRE REINFORCING
8’ WALL HGT.
#6 VERTICAL REINFORCEMENT SET
40" O.C. @ 5" FROM SOIL SIDE
9’ WALL HGT.
#6 VERTICAL REINFORCEMENT SET
24" O.C. @ 5" FROM SOIL SIDE
PART’L and FULL BASEMENT FOUNDATIONS
X"
X = 10" WHEN 9 1/4"
FLOOR SYSTEM AND
X = 12.375" WHEN 11 7/8"
FLOOR SYSTEM
GRADE
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
1’-0"
TYPICAL FOUNDATION WALL:
* 12" POURED CONCRETE WALL
* SILL 1/2" x 18" ANCHOR BOLTS
INSTALLED @ 6’-0" O.C.
AND WITHIN 12" OF CORNERS
* 20"X8" CONCRETE FOOTING
* #3 STEEL WALL REINFORCING
2" FROM FACE OF WALL
* LOOP WIRE REINFORCING
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
0 1/2"
F51
R-13 BATT INSULATION
EXTERIOR SHEATHING
SEE FRAME SHEET
BRICK VENEER
6"
3/4" DECKING
SEE FLOOR FRAMING
PLAN FOR DETAILS
1’-8"
2x4 TREATED
SILL PLATE
8"
8"
FOUNDATION WALL at HOUSE - BRICK RETURNS
WALL HGT. 2’-0"
WATERPROOFING
PART’L and FULL BASEMENT FOUNDATIONS det.estF51
NOTE: OFFSET FACE OF STUD 1/2"
FROM FACE OF FOUND. WALL
8’ WALL HGT.
#6 VERTICAL REINFORCEMENT SET
40" O.C. @ 5" FROM SOIL SIDE
9’ WALL HGT.
#6 VERTICAL REINFORCEMENT SET
24" O.C. @ 5" FROM SOIL SIDE
1’-0"
4x8x16 C.M.U.
LAID FLAT
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.
----
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PLAN NAME:
DRAWING TITLE:
746-LS35
--------------------------------
DRAWN BY:
REV1: ------------------------------------------------------------
REV2: ------------------------------------------------------------
REV3: ------------------------------------------------------------
REV4: ------------------------------------------------------------
REV5: ------------------------------------------------------------
REV6:
DATE:
------------------------------------------------------------
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2007 (The Estridge Group, Inc.)
Mike Walker
LLV01 R.H.
A 3CarSideLoad
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
13’-0" 4’-11 1/2"
3’-9 5/16"
21’-6 5/8"
21’-8"
11’-5 7/8"
BASEMENT
4" CONCRETE SLAB
ON 6 MIL. VAPOR BARRIER
ON 4" MIN. GRANULAR FILL
16"x8" CONC.
THICKENED SLAB
2’-0"
4’-0"
4’-0" 2’-8"
(4) 2x12 WOOD BEAM
10’-0"
8 1/2"w. x 10.1/2"h. x 4"d.
BEAM POCKET
6’-9" 4’-0"
3’-4"
54’-8"
11’-5 7/8"
8’-9 1/8" 5’-8" 8’-5 1/2"
20’-3 1/2"
6’-3 1/2" 19’-8"
4" CONCRETE SLAB
ON GRANULAR FILL
PORCH
2’-0"
3’-2" W. x 2’-2"H.
CRAWL ACCESS
3’-0"
14’-4 1/2"
7’-1"
3’-2"
CRAWL
4" MIN. GRANULAR FILL
UNDER 4 MIL. VAPOR BARRIER
9’-9 1/2" 10’-2"
11’-8" 10’-0"
16"x8" BLOCK PIER
ON 16"x24"x8" CONC
PAD FTG TYP. of (2)
16"x4" BLOCK PIER
ON 16"x24"x8" CONC
61/4"W. x 11 1/2"H. x 4"D.
WOOD BEAM POCKET
22’-10 5/8"
16"x8" CONC.
THICKENED SLAB
8 1/2"w. x 10.1/2"h. x 4"d.
BEAM POCKET
12’-5" CENTER OF BEAM POCKET
4"w. x 14.5"h. x 4"d.
BEAM BOCKET FOR DROPPED
LVL BEAM PER BSMT FRAME
3’-0"
DECK
SLOPE 2" TO DOOR
4" CONCRETE SLAB
ON GRANULAR FILL
OPENING 48X16
E (-32)
D (-32)
D (-32)
E (-32)
F (-32)
PRIMARY WATER ENTRANCE
FIELD VERIFY LOCATION WITH BUILDER
PRIMARY SEWER ENTRANCE
FIELD VERIFY LOCATION WITH BUILDER
SCALE - 1/4" = 1’-0"
XX’,XX’
S1
04/17/06
PLAN NAME:
DRAWING TITLE:
746-LS35
FOUNDATION PLAN
DRAWN BY:
REV1: 12392 10/04/05 RLT
REV2: 12892 10/25/05 RLT
REV3: 13799 03/20/06 RJH
REV4: 13810 04/07/06 RJH
REV5: 13912 04/17/06 RJH
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2007 (The Estridge Group, Inc.)
Mike Walker
LLV01 R.H.
A 3CarSideLoad
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
SUMP
BP BP
BP
EJCT.
TO BOTTOM OF HDR
1x10 FRIEZE TYP.
TO TOP OF GUTTER BOARD
RIDGE VENT
5’-5 7/16"
TYP.
1x4 TRIM w/ KEYSTONE SOLID TEXTURED
3/4" WOOD PANEL
1x6 TRIM w/
2x4 DENTAL BLOCKS 4"H.
SCALE - 1/4" = 1’-0"
A1
07/28/06
PLAN NAME:
DRAWING TITLE:
746-LS35
ELEVATIONS
DRAWN BY:
REV1:
REV2:
REV3:
REV4:
REV5:
REV6:
DATE:
OPTIONS:
DRAWING REVISIONS:
FOUNDATION TYPE:
ELEV:
HAND:
2007 (The Estridge Group, Inc.)
Mike Walker
LLV01 R.H.
A 3CarSideLoad
FRONT ELEVATION
REAR ELEVATION
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452
9’-1 1/8" 8’-1 1/8"
9’-1 1/8" 8’-1 1/8"
1’-1"
M1 Bsmt. FLOOR MECHANICAL 12/01/05
M2 1st FLOOR MECHANICAL 12/01/05
M3 2nd FLOOR MECHANICAL 12/01/05
E1 Bsmt. FLOOR ELECTRICAL 01/05/06
E2 1st FLOOR ELECTRICAL 08/17/06
E3 2nd FLOOR ELECTRICAL 12/13/06
ME1 Bsmt. FLOOR ELECTRICAL 12/01/05
ME2 1st FLOOR ELECTRICAL 12/01/05
ME3 2nd FLOOR ELECTRICAL 12/01/05
1041 West Main Street
Carmel, Indiana 46032
(317) 846-7311
FAX (317) 582-2452