HomeMy WebLinkAboutLSP011620000 Permit.pdfSQUARE FOOTAGE
1ST FLOOR:
2ND FLOOR: S.F
FINISHED BASEMENT:
GARAGE:
S.F
S.F
S.F
GROSS
S.F
S.F
S.F
S.F
NET
UNFINISHED BASEMENT: S.F S.F
: Gross square footage is primarily used for zoning
and appraisals. Net square footage is gross
square footage minus two-story volume.
1891
1837
0
621
1891
1639
0
621
1891 1891
4. The bottom of all footings shall extend to frost line (32" minimum).
CONDITION
- REFER TO PLANS
FOR SIZE -
8" x 4" x 1/2"
8" x 4" x 1/2"
7" x 4" x 3/8"
6" x 3 1/2" x 3/8"
8" x 4" x 1/2"
7" x 4" x 3/8"
6" x 3 1/2" x 3/8"
5" x 3 1/2" x 5/16"
7" x 4" x 3/8"
6" x 4" x 3/8"
5" x 3 1/2" x 5/16"
3 1/2" x 3 1/2" x 1/4"
16'-1" - 18'-0"
16'-1" - 18'-0"
14'-1" - 16'-0"
12'-1" - 14'-0"
10'-1" - 12'-0"
6'-1" - 10'-0"
2'-6" - 6'-0"
25" - 32"
17" - 24"
9" - 16"
0" - 8"
> 32" 6"
6"
6"
> 32"
6"
6"
04EXTERIOR LEFT03EXTERIOR SCALE: SIDE 1/8" = 1'-0" REAR02EXTERIOR SCALE:1/8" = 1'-0" RIGHT SCALE: SIDE 1/8" = 1'-0"
4060P 4060P
4020P 4020P
T/ 2nd FLR DBL TOP �
3056
3060
305630563056
3050 5050P3050
EGRESS EGRESS EGRESS EGRESS
25'-0" RIDGE VENT
10'-0" R.V.
1x8 RAKE BOARD
- EXTEND 12" FROM SHEATHING
HORIZONTAL SIDING
1x8 RAKE BOARD
HORIZONTAL SIDING
FIBERGLASS / ASPHALT SHINGLES
- w/ ALUMINUM GUTTER
1x8 GUTTER BOARD
& DOWNSPOUTS
1x12 WINDOW TRIM
- EXTEND 12" FROM SHEATHING
12
12
12
12
METAL FLASHING
NOTE:
PROVIDE VENTED SOFFIT
@ SOLARIUM
- TRIM TO FIT
- SIM. TO DTL. 05/D2.1
2020P2020P2020P
FIBERGLASS / ASPHALT SHINGLES
- w/ ALUMINUM GUTTER
1x8 GUTTER BOARD
& DOWNSPOUTS
1x8 WINDOW SURROUND
- w/ METAL FLASHING
- SEE DTL's. 04, 05 & 06/D2.0
1x8 TRIM
- w/ METAL FLASHING
A/C
3'-0" GARAGE FOUNDATION WALL
10'-VENT0" RIDGE VENT 10'-0" RIDGE
DS
5'-0" R.V. 5'-0" R.V.
T/ 1st FLR SUBFLR
T/ FDN. WALL
T/ 2nd FLR SUBFLR
T/ 1st FLR DBL TOP �
1x4 CORNER TRIM
3016P5016P 3016P
2850
4440
TEMP
12"
1x8 BAND BOARD
- w/ METAL FLASHING
- w/ METAL DRIP FLASHING
02 04
FOUNDATION WATER-PROOFING NOTES:
1. AN APPROVED WATERPROOFING MEMBRANE IS
REQUIRED FOR EXTERIOR FOUNDATION WALLS
THAT ENCLOSE THE BASEMENT AREA & SHALL EXTEND
FROM TOP OF THE FOOTING TO THE FINISHED GRADE.
2. JOINTS IN THE MEMBRANE SHALL BE LAPPED & SEALED
WITH AN ADHESIVE COMPATIBLE WITH THE
WATERPROOFING MEMBRANE.
TION OF THE RADON EXHAUST PIPE IN THE HVAC CHASE AREA.
4. PLUMBER AND HVAC SUBCONTRACTOR TO COORDINATE THE INSTALLA-
MATERIAL. ALL PUNCTURES OR TEARS IN MATERIALS SHALL BE SEALED
CLOSELY AROUND ANY PIPE, WIRE, OR OTHER PENETRATIONS OF THE
SHALL BE PLACED ON TOP OF THE GRAVEL. THE SHEETING SHALL FIT
ABOVE THE SURFACE OF THE ROOF IN A LOCATION 10 FEET AWAY FROM
ALLY INTO THE SUB-SLAB AGGREGATE AND THROUGH THE SHEETING
THROUGH THE BUILDING FLOORS AND TERMINATE AT LEAST 12 INCHES
ANY WINDOW OR OTHER OPENINGS INTO THE CONDITIONED SPACES OF
OF VERTICAL DISTANCE WHERE THE VENT PASSES THROUGH THE ATTIC
IN ADDITION, FISCHER HOMES WILL PROVIDE APPROXIMATELY 6 FEET
BEFORE THE SLAB IS POURED. THE PIPE SHALL BE EXTENDED UP
THE BUILDING THAT IS LESS THAN 2 FEET BELOW THE EXHAUST POINT.
3. A 3 INCH DIAMETER PVC PLUMBING TEE SHALL BE EMBEDDED VERTIC-
1. A UNIFORM LAYER OF CLEAN AGGREGATE AT A MINIMUM OF 4 INCHES
THE FOLLOWING ITEMS ARE TO BE INSTALLED AS PART OF FISCHER HOMES
2. A 6 MIL POLYETHYLENE OR EQUIVALENT FLEXIBLE SHEETING MATERIAL
UNDER THE CONCRETE SLAB.
OR COVERED WITH ADDITIONAL SHEETING.
FOR POSSIBLE INSTALLATION OF A FUTURE EXHAUST FAN.
RADON REDUCTION SYSTEM:
NOTE: ALL FITTINGS ARE TO GLUED AND SECURED AS NEEDED.
FISCHER HOMES RADON REDUCTION SYSTEM NOTES:
FOUNDATION GENERAL NOTES:
1. PROVIDE CONTROL JOINTS IN SLAB @ ALL BEAM AND
COLUMN ℄'s
- AND AS NOTED
2. USE 6 MIL POLY VAPOR BARRIER UNDER BASEMENT
SLAB
3. USE PRESSURE-TREATED LUMBER @ ALL PLACES OF
CONTACT w/ CONCRETE
:
4. (2) #4 STEEL RE-INFORCEMENT BARS IN THE TOP AND
BOTTOM OF FOUNDATION WALL AND (2) #4 "RE-
BARS" IN FOOTING
FOUNDATION WALL NOTES:
BASEMENT FOUNDATION WALLS
BASEMENT FOUNDATION WALLS ARE TO BE 10"thk.,
9'-0"h. OFF T/ FOOTING. FOOTINGS TO BE 20"w.
GARAGE FOUNDATION WALLS
GARAGE FOUNDATION WALLS TO BE 8"thk., 3'-0"h. OFF
T/ FOOTING. FOOTINGS TO BE 18"w.
RESIDENTIAL ENERGY CODE COMPLIANCE:
1
2" THERMAX RIGID INSULATION (R-3.3)
- 4'-0"d. - CONTINUOUS
1
2" THERMAX RIGID INSULATION (R-3.3)
- 4'-0"d. 8'-0"d. - PER GRADE CONDITIONS
5
8" THERMAX RIGID INSULATION (R-4)
UP
CARPET
UP
CARPET
CPT.
HDWD.
1
1
CPT. HDWD
CPT. HDWD
1
1
1
1
1
1
1
1
20'-4
1
2"
PLUMBER'S NOTE!
PROVIDE ROUGH-IN
FOR ICE MAKER
FLOOR PLAN NOTE:
1. EXTERIOR WALLS SHALL BE
FRAMED @ 16" o.c.
2. INTERIOR WALLS SHADED AS
INDICATES INTERIOR LOAD BEARING
WALL TO BE FRAMED @ 19.2" o.c.
- ALIGN JOISTS w/ STUDS.
3. INTERIOR WALLS SHADED AS
INDICATES INTERIOR LOAD BEARING
and/or NON LOAD BEARING WALLS TO
BE FRAMED @ 24" o.c.
- EXCEPT AREAS THAT ARE TO BE
FRAMED @ 16" o.c. PER FISCHER
HOMES SCOPES & STANDARDS.
2 1
GARAGE DRYWALL NOTE:
ALL GARAGE WALLS, CEILING,
BEAMS, COLUMNS THAT SUPPORT
FLOOR-CEILING ASSEMBLY ABOVE TO
HAVE
1
2"DRYWALL (FINISHED).
CEILING TO BE
5
8 " TYPE "X" FIRECODE
DRYWALL BELOW HABITABLE SPACES.
4
2
01PLAN FIRST SCALE: FLOOR 1/4" = 1'-0"
WOOD
RAILING
36"h. WOOD
GUARDRAIL
DN
DW24SINK LG/SM
REF. SPACE
5
1
2 "
1 1
1 1
DN
CARPET
DN
CARPET
DN
CARPET
AP
TILE CPT.
CPT. C. TILE
01 SECOND SCALE: FLOOR PLAN 1/4" = 1'-0"
VBB48DBH
2'-4"
2'-4"
2'-10"
2'-10"
2'-6"
2'-4"
UF3
UF3
2'-4"
2020P2020P2020PEGRESS 3056EGRESS 3056EGRESS 3056
3056 EGRESS
MASTER BEDROOM
CARPET
WIC
MASTER BATH
7'-1 1/8" CEILING HT.
CARPET
CARPET
HALL
DRESSING
CERAMIC TILE
MASTER RETREAT
CARPET
BEDROOM 2
CARPET
BEDROOM 3
CARPET
BEDROOM 4
CARPET
WIC
CARPET
WIC
CARPET
WIC
CARPET
FOYER
UPPER
48'-0"
DIMENSIONS ARE FRAME TO FRAME
10'-4
1
2"
2'-7" 5'-8
3
- OUTLET FOR FUTURE GARAGE DOOR OPENER
- 110v OUTLET - TYPICAL WALL
- WEATHERPROOF WALL OUTLET
- 220v OUTLET - DEDICATED
- THERMOSTAT
- SWITCH - SINGLE POLE
- SWITCH - 3 WAY
- SWITCH - 4 WAY
- LIGHT FIXTURE - CEILING MOUNTED
- LIGHT FIXTURE - WALL MOUNTED
SET @ 84" FROM FLOOR
- LIGHT FIXTURE - RECESSED IN CEILING
- SMOKE DETECTOR - WALL MOUNTED
SET @ 88" FROM FLOOR
- DOORBELL
TB
- LIGHT FIXTURE - EXTERIOR DOUBLE SPOT
- EXHAUST FAN - VENT TO EXTERIOR
- TOWEL BAR
- SWITCH - DIMMER
- LIGHT FIXTURE - 2' FLUORESCENT
ELECTRICAL / TRIM SYMBOLS:
84
R
DS
88
THE TOP PORTION SWITCHED
ALL SWITCHED OUTLETS TO HAVE
NOTE!!
- PHONE JACK - TYPICAL
- WALL PHONE JACK - SET @ 46" FROM FLOOR
- WALL PHONE JACK - SET @ 60" FROM FLOOR
PH - PAPER HOLDER
R - STORAGE SHELVING - ROD
S - STORAGE SHELVING - LINEN
- CABLE
AND THE LOWER PORTION HOT!
46
60
C
T
T
T
TR - TOWEL RING
- COMBO CARBON MONOXIDE / SMOKE DETECTOR
- WALL MOUNTED
88
SET @ 88" FROM FLOOR
INTERIOR TRIM PACKAGE NOTE:
INTERIOR WINDOW TRIM PACKAGE #
DETAIL SHEETS D3.0 & D3.1
- REFER TO INTERIOR WINDOW TRIM
INTERIOR TRIM CASING:
3
2 3/4" Beaded
04
05
06
07
08
03
02
SCALE: 1/4" = 1'-0"
1'-7
3
16"
8'-0"
1'-7
3
16"
3'-11
5
8
"
8'-0"
1'-7
3
16"
8'-0"
1'-7
3
1'-7 16"
3
16" 1'-7
3
16"
3'-11
5
8"
1'-7
15
1'-7 16"
3
16"
3
4"
3'-11
5
8"
3'-3
1
8"
3'-11
5
8"
FRAMING NOTE:
START SUBFLOOR
LAYOUT HERE
04
05
08
01 FIRST SCALE: FLOOR FRAMING PLAN 1/4" = 1'-0"
1'-6
3
4 "
21'-2"
2x10 FLAT
22'-3
1
2"
03
02
SCALE: 1/4" = 1'-0"
1'-7
3
16"
8'-0"
1'-7
3
16"
3'-11
5
8
"
8'-0"
1'-7
3
16"
8'-0"
1'-7
3
1'-7 16"
3
16" 1'-7
3
16"
3'-11
5
8"
1'-7
15
1'-7 16"
3
16"
3
4"
3'-11
5
8"
3'-3
1
8"
3'-11
5
8"
FRAMING NOTE:
START SUBFLOOR
LAYOUT HERE
04
05
08
R
R
R
R
R
02PLAN SECOND SCALE: FLOOR FRAMING 1/4" = 1'-0"
48'-0"
DIMENSIONS ARE FRAME TO FRAME
1'-6
BUILDING SECTION - THRU FOYER / FAMILY ROOM & MASTER WIC / MASTER RETREAT
01 SCALE: 1/4" = 1'-0"
(2) #4 RE-BARS:
- CONTINUOUS AROUND
PERIMETER OF FDN.
WALL & FTG.
GRADE VARIES
- REFER TO ELEV'S, SHEET A1.0
12"
O.H.
9'-1" 9 8'-1"
7
11 8"
3
8"
T/ FOOTING
T/ 2nd FLR DBL TOP �
T/ FOUNDATION
T/ 1st FLR
DBL TOP �
T/ 2nd FLR SUBFLOOR
T/ 1st FLR SUBFLOOR
WOOD RAILING w/ BALUSTERS
@ LESS THAN 4 3/8"
SPHERICAL SPACING
2'-11
5
8"
3
1
2"
16'-9
3
8"
12
4
11
7
8 "
7'-1
1
8"
9'-0" 9'-10
7
8" 11
7
11 8"
3
8"
T/ FOOTING
T/ 2nd FLR DBL TOP �
T/ FOUNDATION
T/ FAMILY ROOM DBL TOP �
T/ MASTER RETREAT SUBFLR
T/ 1st FLR SUBFLOOR
MASTER RETREAT
13'-1
1
6'-0" 2"
7'-11" 19'-5"
02 01
REASON FOR PLOT: PLOT DATE:
Job No.
Sheet No.
IN
NEW RESIDENCE FOR:
HOMESITE NO.
C
FISCHER SINGLE FAMILY HOMES II, LLC.
6602 EAST 75TH STREET
INDIANAPOLIS, IN 46250
PH (317) 348-2500
FIELD SPEC HOTLINE: (859) 344-7100
COPYRIGHT
ALL RIGHTS RESERVED
FISCHER HOMES, Inc.
HOME TYPE:
PLAN NO.
EXTERIOR:
---- 5/18/2011 3:06 PM
LSP-162
MARKET HOME
13938 TWIN LAKES CIRCLE WEST
KELLER
F560
CM
LAKESIDE PARK
HAMILTON CO., IN
162
03-2011
TJE
2010
859.344.5973
05.10.11
ELIZABETH MCCARTY
FOUNDERS COLLECTION
A6.1
1
2" GYPSUM BOARD (UNBLOCKED)
- FASTEN 7"o.c. ON PERIMETER AND
FIELD
- FASTENERS TO BE TYPE "W" OR "S"
1
1
4" LONG SCREWS OR 1
1
2" LONG
3
8"
HEAD .120" DRYWALL NAILS
2x FRAME WALL
THIS STRUCTURE HAS BEEN DESIGNED IN COMPLIANCE WITH
RCO/ KRC/ IRC SECTION R602.10.10, ENGINEERED WALL SYSTEM.
THIS DRAWING ILLUSTRATES AN ENGINEERED DESIGN APPROACH
AND IS BASED ON STRUCTURAL ENGINEERING CALCULATIONS
SPECIFIC TO THIS DESIGN.
THERMOPLY VALUES PROVIDED BY COVALENCE COATED
PRODUCTS & PROGRESSIVE ENGINEERING INC. EVALUATION
REPORT #2005-1650 & #2005-1839 and NTA TESTING
LABORATORIES, INC TEST REPORT 2009-02-17.
WALL WIND LOADS CALCULATED USING A 90MPH WIND SPEED.
PLAN DETAIL - OUTSIDE FRAMED CORNER
07 SCALE:
2x FRAME WALL (REAR OR FRONT
WALL)
2x FRAME WALL (SIDE WALL)
4
1
2" PIECE OF .137" THERMOPLY EXTERIOR
SHEATHING (BLUE) LAPPED OVER
UNSHEATHED END OF REAR/ FRONT WALL
AND SIDE WALL
- FASTEN 3"o.c. TO END STUDS
- FASTENERS TO BE 1" CROWN x 1
1
4" LEG
STAPLES (16 GAUGE)
SIDE WALL
FRONT OR
BACK WALL
SECTION DETAIL - GYP. BOARD / GYP. BOARD
03 SCALE:
TOP PLATE
2x FRAME WALL
SECTION DETAIL - THERMOPLY
01 SCALE: 3" = 1'-0"
TOP PLATE
.137" THERMOPLY EXTERIOR SHEATHING
(BLUE)
- FASTEN 3"o.c. ON PERIMETER AND IN
FIELD
- FASTENERS TO BE 1" CROWN x 1
1
4" LEG
STAPLES (16 GAUGE)
GYP. BOARD / THERMOPLY / GYP. BOARD
04 SCALE:
1x6 TRIM
- w/ (1) 2x4 & (1) 1x4
BACK-UP
4
1
4 " CROWN MOULD
2'-9 8"
3
4"
1x6 TRIM
- w/ (1) 2x4 & (1) 1x4
BACK-UP
4
1
4" CROWN MOULD
2'-9 8"
3
4"
1x6 TRIM
- w/ (1) 2x4 & (1) 1x4
BACK-UP
4
1
4" CROWN MOULD
2'-9
3
4"
1x6 TRIM
- w/ (1) 2x4 & (1) 1x4
BACK-UP
4
1
4" CROWN MOULD
2'-9
3
4"
1x6 TRIM
- w/ (1) 2x4 & (1) 1x4
BACK-UP
4
1
4 " CROWN MOULD
2'-9
3
4"
1x6 TRIM
- w/ (1) 2x4 & (1) 1x4
BACK-UP
4
1
4 " CROWN MOULD
2'-9
3
4"
1x6 TRIM
- w/ (1) 2x4 & (1) 1x4
BACK-UP
4
1
4 " CROWN MOULD
04 03 02 01
INDIANAPOLIS DIVISION
05
07
06
08
7'-7" OR 8'-7"
(REFER TO FOUNDATION PLANS)
T/ SLAB
SCALE:
BASEMENT WALKOUT w/ BRICK TO GRADE
3/4" = 1'-0"
WALL SECTION -
8
1
2"
MIN.
1
4 "
O.H.
@ 24" O.C. HORIZONTAL
BRICK WEEPHOLES
3
1
2"
1
1
2 "
T/ FOOTING
T/ FDN. WALL
6 MIL POLY VAPOR
BARRIER
FINISH GRADE - VARIES
- SEE EXTERIORS, SHEET # A1.0
- HOLD DOWN MIN. 7"
FROM TOP OF WALL
FLASHING
4" Ø DRAIN TILE:
- w/ GRAVEL FILL
- PIPE TO DAYLIGHT
- TYPICAL
3
1
2" THICK CONCRETE
SLAB
- ON MIN. 4" GRAVEL BASE
2x PRESSURE-TREATED SILL
PLATE:
- STRAPPED TO FOUNDATION
PER MANUFACTURER'S
RECOMMENDATION
- APPLY CONTINUOUS POLY
SILL SEALER TO SILL �, TYP.
8'-0" OR 9'-0"
(REFER TO FOUNDATION PLANS)
DBL. 2x TOP PLATE
1" BEVELED INSULATION
FOUNDATION SUBWALL
- THICKNESS VARIES
- REFER TO PLAN
09 06 03
08 05 02
07 04 01
BRICK VENEER @ BAND BOARD
SCALE: 3" = 1'-0"
2"
(MIN.)
3
5
8"
1"
1
8"
3
1
2"
8
1
4"
BRICK VENEER
- 24" O.C. VERT. (9 COURSES)
- 16" O.C. HORIZONTAL
METAL WALL TIES:
THERMO-PLY SHEATHING
DOUBLE 2x4 TOP PLATE
THERMO-PLY SHEATHING
AIR SPACE, TYPICAL
@ SECOND FLOOR
NOTE:
SECOND FLR THERMO-PLY
SHT'G TO OVERLAP FIRST FLR
THERMO-PLY SHT'G 2" MINIMUM.
@ FIRST FLOOR
R-19 BAND BD. INSULATION
- CONTINUOUS
SECTION DETAIL
8" @ 2x10's
6" @ 2x12's
HOLD T/POLY FLASH'G AT:
8" OFF T/SUBFLOOR FOR 2x10 JSTS.
6" OFF T/SUBFLOOR FOR 2x12 JSTS
APPROVED FASTENER
@ 12"o.c. IN BTM 1/3 OF BAND BD.
APPROVED FASTENER
@ 3"o.c., TYPICAL
APPROVED FASTENER
@ 3"o.c., TYPICAL
24" POLY FLASHING @ SECOND
FLR. BAND BD.
- EXTEND PAST BTM. OF 2nd FLR.
SHT'G, TYPICAL
BRICK VENEER @ FOUNDATION BRICK CURB
SCALE: 3" = 1'-0"
4 4"
1
4"
4" THICK CAST-IN-PLACE
CONCRETE BRICK CURB
8
1
04 03 02 01
INDIANAPOLIS DIVISION
05
06
07
08
2"
@ 16" o.c.
PRE-ENGINEERED WD.
ROOF TRUSSES:
DBL. 2x4 TOP PLATE
@ 24" o.c.
GABLE w/ STUDS
7/16" O.S.B. ROOF
SHEATHING
- ON 2" WIDE 5/4 NAILERS
- REFER TO NOTES ON SECTIONS
CULTURED STONE VENEER:
1x8 RAKE BOARD
3/4" = 1'-0"
SECTION - STONE GABLE / END WALL
SCALE:
THERMO-PLY SHEATHING:
(STRUCTURAL & WATER REPELLENT)
- GABLE SHT'G TO OVERLAP WALL SHT'G
2" MINIMUM.
GABLE EXTENSION:
@ 3" o.c., TYP.
APPROVED FASTENER
R-38 BLOWN-IN INSUL.
- UNLESS NOTED
OTHERWISE ON PLAN
HORIZONTAL SIDING
1x8 RAKE BOARD
1x6 BACK-UP
@ 16" O.C.
PRE-ENGINEERED WD.
ROOF TRUSSES:
DBL. 2x4 TOP PLATE
R-38 BLOWN-IN INSUL.
@ 24" O.C.
GABLE w/ STUDS
7/16" O.S.B. ROOF
SHEATHING
SECTION - SIDED GABLE / END WALL
SCALE: 3/4" = 1'-0"
THERMO-PLY SHEATHING: (STRUCTURAL
& WATER REPELLENT)
-GABLE SHT'G TO OVERLAP WALL SHT'G
2" MINIMUM.
- UNLESS NOTED
OTHERWISE ON PLAN
HORIZONTAL SIDING
1x8 RAKE BOARD
1x6 BACK-UP
@ 16" o.c.
PRE-ENGINEERED WD.
ROOF TRUSSES:
DBL. 2x4 TOP PLATE
R-38 BLOWN-IN INSUL.
06 03
08 05 02
07 04 01
METAL LATHE
- w/ ASPHALT IMPREGNATED
MEMBRANE
- INSTALLED w/ NAILS WHICH
PENETRATE THE STUD A
MINIMUM OF 1" EVERY 6" o.c.
VERTICAL & 16" o.c. HORIZONTAL
(NAIL INTO EVERY STUD)
SCRATCH COAT
CULTURED STONE @ BAND BOARD
SCALE: 3" = 1'-0"
SECTION DETAIL
2"
(MIN.)
1
8"
3
1
2"
3
5
8"
8" @ 2x1
0's
6" @ 2x12's
THERMO-PLY SHEATHING
DOUBLE 2x4 TOP PLATE
THERMO-PLY SHEATHING
@ SECOND FLOOR
NOTE:
SECOND FLR THERMO-PLY
SHT'G TO OVERLAP FIRST FLR
THERMO-PLY SHT'G 2" MINIMUM.
@ FIRST FLOOR
R-19 BAND BD. INSULATION
CULTURED STONE VENEER
TYPICAL
- CONTINUOUS
APPROVED FASTENER
@ 3"o.c., TYPICAL
HOLD T/ POLY FLASH'G AT:
8" OFF T/ SUBFLOOR FOR 2x10 JSTS.
6" OFF T/ SUBFLOOR FOR 2x12 JSTS
APPROVED FASTENER
@ 12"o.c. IN BTM 1/3 OF BAND BD.
APPROVED FASTENER
@ 3"o.c., TYPICAL
24" POLY FLASHING @ SECOND
FLR. BAND BD.
- EXTEND PAST BTM OF 2nd FLR
SHT'G, TYPICAL
2"
(MIN.)
THERMO-PLY SHEATHING
DOUBLE 2x4 TOP PLATE
THERMO-PLY SHEATHING
@ GABLE END
07 SCALE: 3" = 1'-0"
DOOR HEAD WITH WOOD TRIM
STEEL LINTEL, TYPICAL
- RE: GENERAL NOTES FOR SIZE &
BEARING REQUIREMENTS
CAULK, CONTINUOUS
1x TRIM OVER P.T. 5/4 BACK-UP
- REFER TO ELEVATIONS
BREAK MTL DRIP EDGE FLASH'G:
- NAIL & CAULK T/ FLASHING TO WALL
SHEATHING, TYPICAL
- EXTEND FLASH'G 1/2"± BEYOND
OUTSIDE EDGE OF BRICK MOULD
- SUPPLIED & INSTALLED BY DOOR
INSTALLER
ENTRY DOOR WITH FACTORY
APPLIED BRICK MOULD
CAULK CONTINUOUS OUTSIDE &
BEHIND BRICK MOULD:
- INSTALL IN SUCH A MANNER SO
AS TO PREVENT MOISTURE FROM
ENTERING THE TOP & SIDES OF
THE EXTERIOR DOOR OPN'G.
MASONRY VENEER
MASONRY VENEER, TYP.
- BRICK SHOWN, STONE SIM.
18" MYLAR FLASHING
-EXTEND 8" BEYOND EA. SIDE OF
DOOR
-NAIL & CAULK T/ FLASH'G TO
SHEATHING, TYP.
BRICK WEEPHOLES, TYPICAL
-ANGLE UP FROM BTM OF SOLDIER
-2'-0" o.c. & AT EA. SIDE OF OPN'G
-KEEP WEEPS TO MINIMUM (3/16")
04 SCALE: 3" = 1'-0"
DOOR HEAD @ MASONRY VENEER
STEEL LINTEL, TYPICAL
- RE: GENERAL NOTES FOR SIZE &
BEARING REQUIREMENTS
ENTRY DOOR WITH FACTORY
APPLIED BRICK MOULD
CAULK CONTINUOUS OUTSIDE &
BEHIND BRICK MOULD:
- INSTALL IN SUCH A MANNER SO
AS TO PREVENT MOISTURE FROM
ENTERING THE TOP & SIDES OF
THE EXTERIOR DOOR OPN'G.
MASONRY VENEER, TYP.
- BRICK SHOWN, STONE SIM.
NOTE:
1"± AIR SPACE @ BRICK VENEER,
TYPICAL
GROUT SOLID W/ 15# FELT OR
OTHER APPROVED
WEATHER-RESISTANT MATERIAL
@ STONE VENEER ONLY, TYPICAL
09 ARCHED DOOR HEAD @ BRICK VENEER
SCALE: 3" = 1'-0"
MASONRY VENEER, TYPICAL
02 WINDOW JAMB @ HORIZONTAL SIDING
SCALE:
HORIZONTAL SIDING, TYPICAL
J-CHANNEL TRIM, TYPICAL
PLAN DETAIL
'SONOLASTIC NP-1' CAULK OVER ALL
NAIL HOLES AND OUTSIDE EDGE OF
NAILING FLANGE.
- SMOOTH w/ APPLICATOR
- INSTALL IN SUCH A MANNER SO AS TO
PREVENT MOISTURE FROM ENTERING
THE TOP & SIDES OF THE EXTERIOR
WINDOW OPN'G.
03 WINDOW SILL @ HORIZONTAL SIDING
SCALE:
'SONOLASTIC NP-1' CAULK OVER ALL
NAIL HOLES AND OUTSIDE EDGE OF
NAILING FLANGE.
- SMOOTH w/ APPLICATOR
- INSTALL IN SUCH A MANNER SO AS TO
PREVENT MOISTURE FROM ENTERING
THE TOP & SIDES OF THE EXTERIOR
WINDOW OPN'G.
WATER DIVERTER, TYPICAL:
- EXTEND TO 2" BEYOND EA. SIDE OF
WINDOW
- REFER TO DTL. THIS SHT.
08 WINDOW HEAD @ HORIZONTAL SIDING
SCALE:
HORIZONTAL SIDING, TYPICAL
J-CHANNEL TRIM, TYPICAL
'SONOLASTIC NP-1' CAULK OVER ALL
NAIL HOLES AND OUTSIDE EDGE OF
NAILING FLANGE.
- SMOOTH w/ APPLICATOR
- INSTALL IN SUCH A MANNER SO AS TO
PREVENT MOISTURE FROM ENTERING
THE TOP & SIDES OF THE EXTERIOR
WINDOW OPN'G.
04 WINDOW HEAD w/ WOOD TRIM @ HORIZ. SIDING
SCALE:
HORIZONTAL SIDING, TYPICAL
THERMO-PLY SHEATHING, TYPICAL
J-CHANNEL TRIM, TYPICAL
1x TRIM, TYPICAL
- REFER TO ELEVATIONS FOR SIZES
AND PROFILES
'SONOLASTIC NP-1' CAULK OVER ALL
NAIL HOLES AND OUTSIDE EDGE OF
NAILING FLANGE.
- SMOOTH w/ APPLICATOR
- INSTALL IN SUCH A MANNER SO AS TO
PREVENT MOISTURE FROM ENTERING
THE TOP & SIDES OF THE EXTERIOR
WINDOW OPN'G.
05 WINDOW JAMB w/ WOOD TRIM @ HORIZ. SIDING
SCALE:
HORIZONTAL SIDING, TYPICAL
PLAN DETAIL
J-CHANNEL TRIM, TYPICAL
03 ROWLOCK WINDOW SILL @ MASONRY VENEER
SCALE:
11
2" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE.
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE.
1"
1"±
BRICK ROWLOCK SILL, TYP.
- PULL BTM. 1"
- SLOPE 1" TO PROVIDE POSITIVE
DRAINAGE AWAY FROM WINDOW.
1
4" BEAD OF 'SONOLASTIC NP-1'
CAULK, CONT. BTWN FLANGE AND
SHEATHING
- TYPICAL, ALL (4) SIDES
HOLD T/SILL 1/4" ± FROM
WINDOW FRAME
- PROVIDE SEALANT, TYP.
'SONOLASTIC NP-1' CAULK OVER ALL
NAIL HOLES AND OUTSIDE EDGE OF
NAILING FLANGE.
- SMOOTH w/ APPLICATOR
- INSTALL IN SUCH A MANNER SO AS TO
PREVENT MOISTURE FROM ENTERING
THE TOP & SIDES OF THE EXTERIOR
WINDOW OPN'G.
08 WINDOW HEAD @ MASONRY VENEER
SCALE:
CAULK, TYPICAL:
- LEAVE 1/8" GAP @ EA. END OF
WINDOW FOR AIR
CIRCULATIOIN
STEEL LINTEL, TYPICAL
- RE: GENERAL NOTES FOR SIZE &
BEARING REQUIREMENTS
1
4" BEAD OF 'SONOLASTIC NP-1'
CAULK, CONT. BTWN FLANGE AND
SHEATHING
- TYPICAL, ALL (4) SIDES
'SONOLASTIC NP-1' CAULK OVER ALL
NAIL HOLES AND OUTSIDE EDGE OF
NAILING FLANGE.
- SMOOTH w/ APPLICATOR
- INSTALL IN SUCH A MANNER SO AS TO
PREVENT MOISTURE FROM ENTERING
THE TOP & SIDES OF THE EXTERIOR
WINDOW OPN'G.
04 WINDOW HEAD w/ WD TRIM @ MASONRY VENEER
SCALE:
BRICK VENEER, TYPICAL
WINDOW NAILING FLANGE MUST
HAVE A CONTINUOUS LAP OF 1-1/8"
OVER THE SHEATHING
STEEL LINTEL, TYPICAL
- RE: GENERAL NOTES FOR SIZE &
BEARING REQUIREMENTS
SCALE: 3/4" = 1'-0"
04 INTERIOR TRIM WINDOW PACKAGE 4 - MDF SILL w/ SKIRT CASING / FRAME CASING / MDF RETURNS
SCALE: 3/4" = 1'-0"
03 INTERIOR TRIM WINDOW PACKAGE 3 - MDF SILL w/ SKIRT CASING / FRAME CASING
SCALE: 3/4" = 1'-0"
02 INTERIOR TRIM WINDOW PACKAGE 2 - MDF SILL w/ SKIRT CASING
SCALE: 3/4" = 1'-0"
01 INTERIOR TRIM WINDOW PACKAGE 1 - POLY SILL
1x4 MDF SILL
- 3" EXTENSION (SIDE)
- PAINT TRIM COLOR
1x MDF JAMB & HEAD RETURN
- PAINT TRIM COLOR
1
2"
1
2"
3"
8
1
2
"± MDF
FINISH DIM.
3
1
2
"±
1x4 MDF SILL
- 3" EXTENSION (SIDE)
- PAINT TRIM COLOR
21
4" COLONIAL CASING
- SURFACE MOUNT
- PAINT TRIM COLOR
1
4" REVEAL
1
2"
1
2"
3"
8"± DRYWALL
FINISH DIM.
3"±
2
1
4" COLONIAL SILL/SKIRT CASING
- 1
2" ANGLE CUT (13°)
- SURFACE MOUNT
- PAINT TRIM COLOR
1x4 MDF SILL
- 1" EXTENSION (SIDE)
- PAINT TRIM COLOR
1
2"
1
2 "
POLY SILL
-
1x4 MDF SILL
- PAINT TRIM COLOR
2
1
4" COLONIAL SILL/SKIRT CASING
-
1
2" ANGLE CUT ( 13°)
- SURFACE MOUNT
- PAINT TRIM COLOR
1x MDF RETURN
- PAINT TRIM COLOR
1
1
4"
3"
1
4
"
1
1
4" 1
1
4 "
1
2"
SCALE:
12DETAIL WINDOW SILL TRIM
INTERIOR TRIM WINDOW PACKAGE 4
SCALE:
09DETAIL WINDOW SILL TRIM
INTERIOR TRIM WINDOW PACKAGE 3
SCALE:
06DETAIL WINDOW SILL TRIM
INTERIOR TRIM WINDOW PACKAGE 2
SCALE:
03DETAIL WINDOW SILL TRIM
INTERIOR TRIM WINDOW PACKAGE 1
SCALE:
11DETAIL WINDOW JAMB TRIM
INTERIOR TRIM WINDOW PACKAGE 4
SCALE:
08DETAIL WINDOW JAMB TRIM
INTERIOR TRIM WINDOW PACKAGE 3
SCALE:
05DETAIL WINDOW JAMB TRIM
INTERIOR TRIM WINDOW PACKAGE 2
SCALE:
02DETAIL WINDOW JAMB TRIM
INTERIOR TRIM WINDOW PACKAGE 1
SCALE:
10DETAIL WINDOW HEAD TRIM
INTERIOR TRIM WINDOW PACKAGE 4
SCALE:
07DETAIL WINDOW HEAD TRIM
INTERIOR TRIM WINDOW PACKAGE 3
SCALE:
04DETAIL WINDOW HEAD TRIM
INTERIOR TRIM WINDOW PACKAGE 2
SCALE:
REASON FOR PLOT: PLOT DATE:
Job No.
Sheet No.
IN
NEW RESIDENCE FOR:
HOMESITE NO.
C
FISCHER SINGLE FAMILY HOMES II, LLC.
6602 EAST 75TH STREET
INDIANAPOLIS, IN 46250
PH (317) 348-2500
FIELD SPEC HOTLINE: (859) 344-7100
COPYRIGHT
ALL RIGHTS RESERVED
FISCHER HOMES, Inc.
HOME TYPE:
PLAN NO.
EXTERIOR:
---- 5/18/2011 3:07 PM
LSP-162
MARKET HOME
13938 TWIN LAKES CIRCLE WEST
KELLER
F560
CM
LAKESIDE PARK
HAMILTON CO., IN
162
03-2011
TJE
2010
859.344.5973
05.10.11
ELIZABETH MCCARTY
FOUNDERS COLLECTION
D4.0
REASON FOR PLOT: PLOT DATE:
Job No.
Sheet No.
IN
NEW RESIDENCE FOR:
HOMESITE NO.
C
FISCHER SINGLE FAMILY HOMES II, LLC.
6602 EAST 75TH STREET
INDIANAPOLIS, IN 46250
PH (317) 348-2500
FIELD SPEC HOTLINE: (859) 344-7100
COPYRIGHT
ALL RIGHTS RESERVED
FISCHER HOMES, Inc.
HOME TYPE:
PLAN NO.
EXTERIOR:
---- 5/18/2011 3:07 PM
LSP-162
MARKET HOME
13938 TWIN LAKES CIRCLE WEST
KELLER
F560
CM
LAKESIDE PARK
HAMILTON CO., IN
162
03-2011
TJE
2010
859.344.5973
05.10.11
ELIZABETH MCCARTY
FOUNDERS COLLECTION
D4.1
01DETAIL WINDOW HEAD TRIM
INTERIOR TRIM WINDOW PACKAGE 1
1
4
"
1x4 MDF SILL
- PAINT TRIM COLOR
1x MDF RETURN
- PAINT TRIM COLOR
2
1
4" COLONIAL CASING
- SURFACE MOUNT
- PAINT TRIM COLOR
1x MDF RETURN
- PAINT TRIM COLOR
1x4 MDF SILL
- PAINT TRIM COLOR
DRYWALL RETURN
- PAINT TRIM COLOR
1x4 MDF SILL
- PAINT TRIM COLOR
DRYWALL RETURN
- PAINT TRIM COLOR
DRYWALL RETURN
- PAINT TRIM COLOR
1x4 MDF SILL
- PAINT TRIM COLOR
DRYWALL RETURN
1x4 MDF SILL
- PAINT TRIM COLOR
DRYWALL RETURN
DRYWALL RETURN
POLY SILL
DRYWALL RETURN
POLY SILL
DRYWALL RETURN
1
4
"
3"
1
4
"
1"
DRYWALL RETURN
EXTEND POLY SILL AN
ADDITIONAL 2"
w/ 2x6 FRAME WALL
- REFER TO FLOOR
PLANS FOR LOCATION
LINE OF 2
1
4" COLONIAL SILL/SKIRT
CASING BELOW
1x6 MDF SILL w/
2x6 FRAME WALL
- REFER TO FLOOR
PLANS FOR LOCATION
EXTEND RETURNS 2"
w/ 2x6 FRAME WALL
- REFER TO FLOOR
PLANS FOR LOCATION
3" = 1'-0" 3" = 1'-0" 3" = 1'-0" 3" = 1'-0"
3" = 1'-0" 3" = 1'-0" 3" = 1'-0" 3" = 1'-0"
3" = 1'-0" 3" = 1'-0" 3" = 1'-0" 3" = 1'-0"
2
1
4" COLONIAL CASING
- SURFACE MOUNT
- PAINT TRIM COLOR
EXTEND RETURNS 2"
w/ 2x6 FRAME WALL
- REFER TO FLOOR
PLANS FOR LOCATION
2
1
4" COLONIAL CASING
- SURFACE MOUNT
- PAINT TRIM COLOR
2
1
4" COLONIAL CASING
- SURFACE MOUNT
- PAINT TRIM COLOR
1x6 MDF SILL w/
2x6 FRAME WALL
- REFER TO FLOOR
PLANS FOR LOCATION
LINE OF 2
1
4" COLONIAL SILL/SKIRT
CASING BELOW
1x6 MDF SILL w/
2x6 FRAME WALL
- REFER TO FLOOR
PLANS FOR LOCATION
LINE OF 2
1
4" COLONIAL SILL/SKIRT
CASING BELOW
2
1
4" COLONIAL CASING
- SURFACE MOUNT
- PAINT TRIM COLOR
1x6 MDF SILL w/
2x6 FRAME WALL
- REFER TO FLOOR
PLANS FOR LOCATION
EXTEND RETURNS 2"
w/ 2x6 FRAME WALL
- REFER TO FLOOR
PLANS FOR LOCATION
2
1
4" COLONIAL CASING
- SURFACE MOUNT
- PAINT TRIM COLOR
1x6 MDF SILL w/
2x6 FRAME WALL
- REFER TO FLOOR
PLANS FOR LOCATION
2
1
4" COLONIAL SILL/SKIRT CASING
-
1
2" ANGLE CUT ( 13°)
- SURFACE MOUNT
- PAINT TRIM COLOR
1x6 MDF SILL w/
2x6 FRAME WALL
- REFER TO FLOOR
PLANS FOR LOCATION
2
1
4" COLONIAL SILL/SKIRT CASING
-
1
2" ANGLE CUT ( 13°)
- SURFACE MOUNT
- PAINT TRIM COLOR
EXTEND POLY SILL AN
ADDITIONAL 2"
w/ 2x6 FRAME WALL
- REFER TO FLOOR
PLANS FOR LOCATION
REASON FOR PLOT: PLOT DATE:
Job No.
Sheet No.
IN
NEW RESIDENCE FOR:
HOMESITE NO.
C
FISCHER SINGLE FAMILY HOMES II, LLC.
6602 EAST 75TH STREET
INDIANAPOLIS, IN 46250
PH (317) 348-2500
FIELD SPEC HOTLINE: (859) 344-7100
COPYRIGHT
ALL RIGHTS RESERVED
FISCHER HOMES, Inc.
HOME TYPE:
PLAN NO.
EXTERIOR:
---- 5/18/2011 3:07 PM
LSP-162
MARKET HOME
13938 TWIN LAKES CIRCLE WEST
KELLER
F560
CM
LAKESIDE PARK
HAMILTON CO., IN
162
03-2011
TJE
2010
859.344.5973
05.10.11
ELIZABETH MCCARTY
FOUNDERS COLLECTION
D3.1
1
2" OVERHANG
DRYWALL JAMB & HEAD RETURN
8"± DRYWALL
FINISH DIM.
DRYWALL JAMB & HEAD RETURN
DRYWALL JAMB & HEAD RETURN
- PAINT TRIM COLOR
1"
NOTE:
WITH 2x6 WALL FRAMING, CHANGE SILL TO 1x6 MDF and EXTEND JAMB & HEAD RETURNS 2"
NOTE:
WITH 2x6 WALL FRAMING, CHANGE SILL TO 1x6 MDF
NOTE:
WITH 2x6 WALL FRAMING, INCREASE POLY SILL DEPTH BY 2"
NOTE:
WITH 2x6 WALL FRAMING, CHANGE SILL TO 1x6 MDF
POLY SILL
-
1
2" OVERHANG
DRYWALL JAMB & HEAD RETURN
POLY SILL
-
1
2" OVERHANG
DRYWALL JAMB & HEAD RETURN
8"± DRYWALL
FINISH DIM.
8"± DRYWALL
FINISH DIM.
8"± DRYWALL
FINISH DIM.
8"± DRYWALL
FINISH DIM.
8"± DRYWALL
FINISH DIM.
2
1
4" COLONIAL SILL/SKIRT CASING
- 1
2" ANGLE CUT (13°)
- SURFACE MOUNT
- PAINT TRIM COLOR
1x4 MDF SILL
- 1" EXTENSION (SIDE)
- PAINT TRIM COLOR
DRYWALL JAMB & HEAD RETURN
2
1
4" COLONIAL SILL/SKIRT CASING
- 1
2" ANGLE CUT (13°)
- SURFACE MOUNT
- PAINT TRIM COLOR
1x4 MDF SILL
- 1" EXTENSION (SIDE)
- PAINT TRIM COLOR
DRYWALL JAMB & HEAD RETURN
1
2"
1
2"
1"
1
2"
1
2"
1"
21
4" COLONIAL SILL/SKIRT CASING
-
1
2" ANGLE CUT (13°)
- SURFACE MOUNT
- PAINT TRIM COLOR
1x4 MDF SILL
- 3" EXTENSION (SIDE)
- PAINT TRIM COLOR
21
4" COLONIAL CASING
- SURFACE MOUNT
- PAINT TRIM COLOR
1
4" REVEAL
DRYWALL JAMB & HEAD RETURN
- PAINT TRIM COLOR
21
4" COLONIAL SILL/SKIRT CASING
-
1
2" ANGLE CUT (13°)
- SURFACE MOUNT
- PAINT TRIM COLOR
1x4 MDF SILL
- 3" EXTENSION (SIDE)
- PAINT TRIM COLOR
21
4" COLONIAL CASING
- SURFACE MOUNT
- PAINT TRIM COLOR
1
4" REVEAL
DRYWALL JAMB & HEAD RETURN
- PAINT TRIM COLOR
21
4" COLONIAL SILL/SKIRT CASING
-
1
2" ANGLE CUT (13°)
- SURFACE MOUNT
- PAINT TRIM COLOR
1
2"
1
2"
3"
1
2"
1
2"
3"
8"± DRYWALL
FINISH DIM.
3"±
8"± DRYWALL
FINISH DIM.
3"±
2
1
4" COLONIAL CASING
- SURFACE MOUNT
- PAINT TRIM COLOR
1
4" REVEAL
2
1
4" COLONIAL SILL/SKIRT CASING
-
1
2" ANGLE CUT (13°)
- SURFACE MOUNT
- PAINT TRIM COLOR
1x4 MDF SILL
- 3" EXTENSION (SIDE)
- PAINT TRIM COLOR
1x MDF JAMB & HEAD RETURN
- PAINT TRIM COLOR
2
1
4" COLONIAL CASING
- SURFACE MOUNT
- PAINT TRIM COLOR
1
4" REVEAL
2
1
4" COLONIAL SILL/SKIRT CASING
-
1
2" ANGLE CUT (13°)
- SURFACE MOUNT
- PAINT TRIM COLOR
1x4 MDF SILL
- 3" EXTENSION (SIDE)
- PAINT TRIM COLOR
1x MDF JAMB & HEAD RETURN
- PAINT TRIM COLOR
2
1
4" COLONIAL CASING
- SURFACE MOUNT
- PAINT TRIM COLOR
1
4" REVEAL
2
1
4" COLONIAL SILL/SKIRT CASING
-
1
2" ANGLE CUT (13°)
- SURFACE MOUNT
- PAINT TRIM COLOR
8
1
2"± MDF
FINISH DIM.
3
1
2"±
8
1
2"± MDF
FINISH DIM.
3
1
2"±
1
2"
1
2"
3"
1
2"
1
2"
3"
REASON FOR PLOT: PLOT DATE:
Job No.
Sheet No.
IN
NEW RESIDENCE FOR:
HOMESITE NO.
C
FISCHER SINGLE FAMILY HOMES II, LLC.
6602 EAST 75TH STREET
INDIANAPOLIS, IN 46250
PH (317) 348-2500
FIELD SPEC HOTLINE: (859) 344-7100
COPYRIGHT
ALL RIGHTS RESERVED
FISCHER HOMES, Inc.
HOME TYPE:
PLAN NO.
EXTERIOR:
---- 5/18/2011 3:07 PM
LSP-162
MARKET HOME
13938 TWIN LAKES CIRCLE WEST
KELLER
F560
CM
LAKESIDE PARK
HAMILTON CO., IN
162
03-2011
TJE
2010
859.344.5973
05.10.11
ELIZABETH MCCARTY
FOUNDERS COLLECTION
D3.0
1x TRIM, OVER P.T. 1x BACK-UP
- REFER TO ELEVATIONS FOR SIZES
AND PROFILES
'SONOLASTIC NP-1' CAULK OVER ALL
NAIL HOLES AND OUTSIDE EDGE OF
NAILING FLANGE.
- SMOOTH w/ APPLICATOR
- INSTALL IN SUCH A MANNER SO AS TO
PREVENT MOISTURE FROM ENTERING
THE TOP & SIDES OF THE EXTERIOR
WINDOW OPN'G.
07 ARCHED WINDOW HEAD @ MASONRY VENEER
SCALE:
MASONRY VENEER, TYPICAL
CAULK, CONTINUOUS
1x TRIM, OVER P.T. 1x BACK-UP
- REFER TO ELEVATIONS FOR SIZES
AND PROFILES
-BRICK SHOWN, STONE SIM.
'SONOLASTIC NP-1' CAULK OVER ALL
NAIL HOLES AND OUTSIDE EDGE OF
NAILING FLANGE.
- SMOOTH w/ APPLICATOR
- INSTALL IN SUCH A MANNER SO AS TO
PREVENT MOISTURE FROM ENTERING
THE TOP & SIDES OF THE EXTERIOR
WINDOW OPN'G.
3" = 1'-0" 3" = 1'-0"
3" = 1'-0"
3" = 1'-0"
18" MYLAR FLASHING
-EXTEND 8" BEYOND EA. SIDE OF SILL
-NAIL & CAULK T/ FLASH'G TO
SHEATHING, TYP.
BRICK WEEPHOLES, TYPICAL
-ANGLE UP FROM BTM OF SOLDIER
-2'-0" o.c. & AT EA. SIDE OF OPN'G
-KEEP WEEPS TO MINIMUM (3/16")
18" MYLAR FLASHING
-EXTEND 8" BEYOND EA. SIDE OF
DOOR
-NAIL & CAULK T/ FLASH'G TO
SHEATHING, TYP.
BRICK WEEPHOLES, TYPICAL
-ANGLE UP FROM BTM OF SOLDIER
-2'-0" o.c. & AT EA. SIDE OF OPN'G
-KEEP WEEPS TO MINIMUM (3/16")
11
2" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE.
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE.
1
4" BEAD OF 'SONOLASTIC NP-1'
CAULK, CONT. BTWN FLANGE AND
SHEATHING
- TYPICAL, ALL (4) SIDES
1
1
2" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE.
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE.
18" MYLAR FLASHING
-EXTEND 8" BEYOND EA. SIDE OF
DOOR
-NAIL & CAULK T/ FLASH'G TO
SHEATHING, TYP.
BRICK WEEPHOLES, TYPICAL
-ANGLE UP FROM BTM OF SOLDIER
-2'-0" o.c. & AT EA. SIDE OF OPN'G
-KEEP WEEPS TO MINIMUM (3/16")
18" MYLAR FLASHING
-EXTEND 8" BEYOND EA. SIDE OF
DOOR
-NAIL & CAULK T/ FLASH'G TO
SHEATHING, TYP.
BRICK WEEPHOLES, TYPICAL
-ANGLE UP FROM BTM OF SOLDIER
-2'-0" o.c. & AT EA. SIDE OF OPN'G
-KEEP WEEPS TO MINIMUM (3/16")
11
2" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE.
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE
1
4" BEAD OF 'SONOLASTIC NP-1'
CAULK, CONT. BTWN FLANGE AND
SHEATHING
- TYPICAL, ALL (4) SIDES
BREAK MTL DRIP EDGE FLASH'G:
- NAIL & CAULK T/ FLASHING TO WALL
SHEATHING, TYPICAL
- EXTEND FLASH'G 1/2"± BEYOND
OUTSIDE EDGE OF WINDOW
BREAK MTL DRIP EDGE FLASH'G:
- NAIL & CAULK T/ FLASHING TO WALL
SHEATHING, TYPICAL
- EXTEND FLASH'G 1/2" ± BEYOND
OUTSIDE EDGE OF WINDOW
09 LIMESTONE WINDOW SILL @ MASONRY VENEER
SCALE: 3" = 1'-0"
1 1
2" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE.
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE.
1
4" BEAD OF 'SONOLASTIC NP-1'
CAULK, CONT. BTWN FLANGE AND
SHEATHING
- TYPICAL, ALL (4) SIDES
HOLD T/SILL 1/4" ± FROM
WINDOW FRAME
- PROVIDE SEALANT, TYP.
'SONOLASTIC NP-1' CAULK OVER ALL
NAIL HOLES AND OUTSIDE EDGE OF
NAILING FLANGE.
- SMOOTH w/ APPLICATOR
- INSTALL IN SUCH A MANNER SO AS TO
PREVENT MOISTURE FROM ENTERING
THE TOP & SIDES OF THE EXTERIOR
WINDOW OPN'G.
1"
1/4"
MIN.
2 1/4" x 5" LIMESTONE SILL, TYP.
- PULL BTM. 1"±
- SLOPE 1/4" MIN. TO PROVIDE
POSITIVE DRAINAGE AWAY FROM
WINDOW.
18" MYLAR FLASHING
-EXTEND 8" BEYOND EA. SIDE OF SILL
-NAIL & CAULK T/ FLASH'G TO
SHEATHING, TYP.
BRICK WEEPHOLES, TYPICAL
-ANGLE UP FROM BTM OF SOLDIER
-2'-0" o.c. & AT EA. SIDE OF OPN'G
-KEEP WEEPS TO MINIMUM (3/16")
06 LIMESTONE WINDOW HEAD @ MASONRY VENEER
SCALE: 3" = 1'-0"
1
1
2" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE.
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE.
CAULK, TYPICAL:
- LEAVE 1
8" GAP @ EA. END OF
WINDOW FOR AIR
CIRCULATIOIN
STEEL LINTEL, TYPICAL
- RE: GENERAL NOTES FOR SIZE &
BEARING REQUIREMENTS
1
4" BEAD OF 'SONOLASTIC NP-1'
CAULK, CONT. BTWN FLANGE AND
SHEATHING
- TYPICAL, ALL (4) SIDES
'SONOLASTIC NP-1' CAULK OVER ALL
NAIL HOLES AND OUTSIDE EDGE OF
NAILING FLANGE.
- SMOOTH w/ APPLICATOR
- INSTALL IN SUCH A MANNER SO AS TO
PREVENT MOISTURE FROM ENTERING
THE TOP & SIDES OF THE EXTERIOR
WINDOW OPN'G.
18" MYLAR FLASHING
-EXTEND 8" BEYOND EA. SIDE OF
DOOR
-NAIL & CAULK T/ FLASH'G TO
SHEATHING, TYP.
BRICK WEEPHOLES, TYPICAL
-ANGLE UP FROM BTM OF SOLDIER
-2'-0" o.c. & AT EA. SIDE OF OPN'G
-KEEP WEEPS TO MINIMUM (3/16")
.
(FROM SHT'G)
01 SCALE:
11
2" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE
WINDOW HEAD @ FRIEZE BOARD
MASONRY VENEER
1
4" BEAD OF 'SONOLASTIC NP-1'
CAULK, CONT. BTWN FLANGE AND
SHEATHING
- TYPICAL, ALL (4) SIDES
CAULK, CONTINUOUS
'SONOLASTIC NP-1' CAULK OVER ALL
NAIL HOLES AND OUTSIDE EDGE OF
NAILING FLANGE.
- SMOOTH w/ APPLICATOR
- INSTALL IN SUCH A MANNER SO AS TO
PREVENT MOISTURE FROM ENTERING
THE TOP & SIDES OF THE EXTERIOR
WINDOW OPN'G.
4 1/2" @ BRICK
6 1/2" @ STONE
MASONRY VENEER BEYOND
- BRICK SHOWN, STONE SIM.
2x4 BLOCKING @ 24"o.c.
TYPICAL
1x2 BLK'G @ TOP & BOTTOM,
TYPICAL
5/4" BLOCKING TYPICAL
HARDBOARD FRIEZE:
- TRIM TO MATCH WINDOW HEADER
HEIGHTS
- REFER TO ELEVATIONS FOR SIZES
AND PROFILES
02 WINDOW JAMB @ MASONRY VENEER
SCALE:
CAULK, CONTINUOUS
PLAN DETAIL
3
8
"±
1"± AIR SPACE @ BRICK VENEER,
TYPICAL
GROUT SOLID W/ 15# FELT OR
OTHER APPROVED
WEATHER-RESISTANT MATERIAL
@ STONE VENEER ONLY, TYPICAL
'SONOLASTIC NP-1' CAULK OVER ALL
NAIL HOLES AND OUTSIDE EDGE OF
NAILING FLANGE.
- SMOOTH w/ APPLICATOR
- INSTALL IN SUCH A MANNER SO AS TO
PREVENT MOISTURE FROM ENTERING
THE TOP & SIDES OF THE EXTERIOR
WINDOW OPN'G.
REFER TO TYPICAL WALL SECTIONS AND
GENERAL NOTES FOR BRICK TIE
REQUIREMENTS.
10 BRICK VENEER @ ROWLOCK SILL
SCALE:
SECTION DETAIL
BRICK VENEER, TYPICAL
HORIZONTAL SIDING, TYPICAL
1"
1"±
3"x3" METAL DRIP FLASHING, TYP.
- SET IN BED OF SEALANT
- NAIL & CAULK TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
BRICK ROWLOCK SILL, TYP.
- PULL BTM. 1"
- SLOPE 1"±
SIDING STARTER STRIP, TYP.
3"
3"
RECOMMENDED OPTION
05 WINDOW JAMB w/ WD TRIM @ MASONRY VENEER
SCALE:
MASONRY VENEER, TYPICAL
PLAN DETAIL
1x TRIM, OVER P.T. 1x BACK-UP,
- REFER TO ELEVATIONS FOR SIZES
AND PROFILES
'SONOLASTIC NP-1' CAULK OVER ALL
NAIL HOLES AND OUTSIDE EDGE OF
NAILING FLANGE.
- SMOOTH w/ APPLICATOR
- INSTALL IN SUCH A MANNER SO AS TO
PREVENT MOISTURE FROM ENTERING
THE TOP & SIDES OF THE EXTERIOR
WINDOW OPN'G.
11 BRICK VENEER @ ROWLOCK SILL
SCALE:
SECTION DETAIL
BRICK VENEER, TYPICAL
HORIZONTAL SIDING, TYPICAL
1"
1"±
3"x3" METAL DRIP FLASHING, TYP.
- SET IN BED OF SEALANT
- NAIL & CAULK TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
BRICK ROWLOCK SILL, TYP.
- PULL BTM. 1"
- SLOPE 1"±
FINISH (UTILITY) TRIM, TYPICAL
3"
3"
SECOND OPTION
12 SCALE:
THIRD OPTION
BRICK VENEER @ ROWLOCK SILL
SECTION DETAIL
BRICK VENEER, TYPICAL
HORIZONTAL SIDING, TYPICAL
1"
1"±
3"x3" METAL DRIP FLASHING, TYP.
- SET IN BED OF SEALANT
- NAIL & CAULK TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
BRICK ROWLOCK SILL, TYP.
- PULL BTM. 1"
- SLOPE 1"±
J-CHANNEL TRIM, TYPICAL
w/ HOLES DRILLED @ 24"o.c. FOR
DRAINAGE
3"
3"
5
8" HOLES DRILLED IN
J-CHANNEL @ 24"o.c.
- LOCATE IN BOTTOM
FRONT OF J-CHANNEL
11
2" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE
1
4" BEAD OF 'SONOLASTIC NP-1'
CAULK, CONT. BTWN FLANGE AND
SHEATHING
- TYPICAL, ALL (4) SIDES
1
1
2" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE
1
4" BEAD OF 'SONOLASTIC NP-1'
CAULK, CONT. BTWN FLANGE AND
SHEATHING
- TYPICAL, ALL (4) SIDES
3" = 1'-0"
3" = 1'-0"
3" = 1'-0"
3" = 1'-0" 3" = 1'-0"
3" = 1'-0"
1x6, RIP TO FIT
CAULK, CONTINUOUS
REASON FOR PLOT: PLOT DATE:
Job No.
Sheet No.
IN
NEW RESIDENCE FOR:
HOMESITE NO.
C
FISCHER SINGLE FAMILY HOMES II, LLC.
6602 EAST 75TH STREET
INDIANAPOLIS, IN 46250
PH (317) 348-2500
FIELD SPEC HOTLINE: (859) 344-7100
COPYRIGHT
ALL RIGHTS RESERVED
FISCHER HOMES, Inc.
HOME TYPE:
PLAN NO.
EXTERIOR:
---- 5/18/2011 3:07 PM
LSP-162
MARKET HOME
13938 TWIN LAKES CIRCLE WEST
KELLER
F560
CM
LAKESIDE PARK
HAMILTON CO., IN
162
03-2011
TJE
2010
859.344.5973
05.10.11
ELIZABETH MCCARTY
FOUNDERS COLLECTION
D2.1
1x TRIM, TYPICAL
- REFER TO ELEVATIONS FOR SIZES
AND PROFILES
'SONOLASTIC NP-1' CAULK OVER ALL
NAIL HOLES AND OUTSIDE EDGE OF
NAILING FLANGE.
- SMOOTH w/ APPLICATOR
- INSTALL IN SUCH A MANNER SO AS TO
PREVENT MOISTURE FROM ENTERING
THE TOP & SIDES OF THE EXTERIOR
WINDOW OPN'G.
07 WINDOW SILLS @ HORIZONTAL VINYL SIDING
SCALE: 3" = 1'-0"
WATER DIVERTER ELEVATION DETAIL
WATER DIVERTER:
-CUT FROM SCRAP SIDING
OR COIL STOCK
- EXTEND TO 2" BEYOND
EA. END OF WINDOW
J-CHANNEL WITH SQUARED
CORNERS
2"
SET DIVERTER ON NAIL
HEM OF THE LAST FULL
COURSE OF SIDING
LAST FULL COURSE OF
SIDING
2"
TO 2" BEYOND OTHER
SIDE OF WINDOW
06 WINDOW SILL w/ WOOD TRIM @ HORIZ. SIDING
SCALE:
'SONOLASTIC NP-1' CAULK OVER ALL
NAIL HOLES AND OUTSIDE EDGE OF
NAILING FLANGE.
- SMOOTH w/ APPLICATOR
- INSTALL IN SUCH A MANNER SO AS TO
PREVENT MOISTURE FROM ENTERING
THE TOP & SIDES OF THE EXTERIOR
WINDOW OPN'G.
WATER DIVERTER, TYPICAL:
- EXTEND TO 2" BEYOND EA. SIDE OF
WINDOW
- REFER TO DTL. THIS SHT.
1x TRIM, TYPICAL
- REFER TO ELEVATIONS FOR SIZES
AND PROFILES
09 WINDOW SILL WITH TRANSOM PANEL BELOW
SCALE:
TRANSOM WINDOW
'SONOLASTIC NP-1' CAULK OVER ALL
NAIL HOLES AND OUTSIDE EDGE OF
NAILING FLANGE.
- SMOOTH w/ APPLICATOR
- INSTALL IN SUCH A MANNER SO AS TO
PREVENT MOISTURE FROM ENTERING
THE TOP & SIDES OF THE EXTERIOR
WINDOW OPN'G.
5/16" HARDIPANEL - SMOOTH FINISH,
TYPICAL
- HOLD 1/4" OFF BRICK MOULD
1x TRIM, TYPICAL
- 30° BEVELED EDGE @ TOP,
FRONT EDGE
3/8"
30°
CAULK, CONTINUOUS, TYPICAL
01 WINDOW HEAD @ FRIEZE BOARD
SCALE:
APPROVED ANCHORS
VINYL WINDOW UNIT
TYPICAL
APPROVED FASTENER
@ 3"o.c., TYPICAL
@ 3"o.c., TYPICAL
HORIZONTAL SIDING
THERMO-PLY SHEATHING, TYPICAL
1
1
2" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE
:
WINDOW NAILING FLANGE MUST
HAVE A CONTINUOUS LAP OF
1-1/8" OVER THE SHEATHING,
TYPICAL
1
4" BEAD OF 'SONOLASTIC NP-1'
CAULK, CONT. BTWN FLANGE AND
SHEATHING
- TYPICAL, ALL (4) SIDES
'SONOLASTIC NP-1' CAULK OVER ALL
NAIL HOLES AND OUTSIDE EDGE OF
NAILING FLANGE.
- SMOOTH w/ APPLICATOR
- INSTALL IN SUCH A MANNER SO AS TO
PREVENT MOISTURE FROM ENTERING
THE TOP & SIDES OF THE EXTERIOR
WINDOW OPN'G.
3" = 1'-0" 3" = 1'-0"
3" = 1'-0"
3" = 1'-0"
3" = 1'-0"
3" = 1'-0" 3" = 1'-0" 3" = 1'-0"
HARDBOARD FRIEZE:
- TRIM TO MATCH WINDOW
HEADER HEIGHTS
- REFER TO ELEVATIONS FOR
SIZES AND PROFILES
1
1
2" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE
1
4" BEAD OF 'SONOLASTIC NP-1'
CAULK, CONT. BTWN FLANGE AND
SHEATHING
- TYPICAL, ALL (4) SIDES
1
4" BEAD OF 'SONOLASTIC NP-1'
CAULK, CONT. BTWN FLANGE AND
SHEATHING
- TYPICAL, ALL (4) SIDES
11
2" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE
1
4" BEAD OF 'SONOLASTIC NP-1'
CAULK, CONT. BTWN FLANGE AND
SHEATHING
- TYPICAL, ALL (4) SIDES
11
2" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE
1
1
2" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE
1
4" BEAD OF 'SONOLASTIC NP-1'
CAULK, CONT. BTWN FLANGE AND
SHEATHING
- TYPICAL, ALL (4) SIDES
1
1
2" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE
1
4" BEAD OF 'SONOLASTIC NP-1'
CAULK, CONT. BTWN FLANGE AND
SHEATHING
- TYPICAL, ALL (4) SIDES
1
4" BEAD OF 'SONOLASTIC NP-1'
CAULK, CONT. BTWN FLANGE AND
SHEATHING
- TYPICAL, ALL (4) SIDES
11
2" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE
1
1
2" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE
1
4" BEAD OF 'SONOLASTIC NP-1'
CAULK, CONT. BTWN FLANGE AND
SHEATHING
- TYPICAL, ALL (4) SIDES
BREAK MTL DRIP EDGE FLASH'G:
- NAIL & CAULK T/ FLASHING TO WALL
SHEATHING, TYPICAL
- EXTEND FLASH'G 1/2"± BEYOND
OUTSIDE EDGE OF WINDOW
CAULK, CONTINUOUS
CAULK, CONTINUOUS
REASON FOR PLOT: PLOT DATE:
Job No.
Sheet No.
IN
NEW RESIDENCE FOR:
HOMESITE NO.
C
FISCHER SINGLE FAMILY HOMES II, LLC.
6602 EAST 75TH STREET
INDIANAPOLIS, IN 46250
PH (317) 348-2500
FIELD SPEC HOTLINE: (859) 344-7100
COPYRIGHT
ALL RIGHTS RESERVED
FISCHER HOMES, Inc.
HOME TYPE:
PLAN NO.
EXTERIOR:
---- 5/18/2011 3:07 PM
LSP-162
MARKET HOME
13938 TWIN LAKES CIRCLE WEST
KELLER
F560
CM
LAKESIDE PARK
HAMILTON CO., IN
162
03-2011
TJE
2010
859.344.5973
05.10.11
ELIZABETH MCCARTY
FOUNDERS COLLECTION
D2.0
CAULK, CONTINUOUS
1x TRIM OVER P.T. 5/4 BACK-UP
- REFER TO ELEVATIONS
ARCHED BRICK HEADER
- BRICK SHOWN, STONE SIM.
BREAK MTL DRIP EDGE FLASH'G:
- NAIL & CAULK T/ FLASHING TO WALL
SHEATHING, TYPICAL
- EXTEND FLASH'G 1/2" ± BEYOND
OUTSIDE EDGE OF BRICK MOULD
- SUPPLIED & INSTALLED BY DOOR
INSTALLER
ENTRY DOOR WITH FACTORY
APPLIED BRICK MOULD
CAULK CONTINUOUS OUTSIDE &
BEHIND BRICK MOULD:
- INSTALL IN SUCH A MANNER SO
AS TO PREVENT MOISTURE FROM
ENTERING THE TOP & SIDES OF
THE EXTERIOR DOOR OPN'G.
18" MYLAR FLASHING
-EXTEND 8" BEYOND EA. SIDE OF
DOOR
-NAIL & CAULK T/ FLASH'G TO
SHEATHING, TYP.
BRICK WEEPHOLES, TYPICAL
-ANGLE UP FROM BTM OF SOLDIER
-2'-0" o.c. & AT EA. SIDE OF OPN'G
-KEEP WEEPS TO MINIMUM (3/16")
BREAK MTL DRIP EDGE FLASH'G:
- NAIL & CAULK T/ FLASHING TO WALL
SHEATHING, TYPICAL
- EXTEND FLASH'G 1/2"± BEYOND
OUTSIDE EDGE OF BRICK MOULD
- SUPPLIED & INSTALLED BY DOOR
INSTALLER
18" MYLAR FLASHING
-EXTEND 8" BEYOND EA. SIDE OF
DOOR
-NAIL & CAULK T/ FLASH'G TO
SHEATHING, TYP.
BRICK WEEPHOLES, TYPICAL
-ANGLE UP FROM BTM OF SOLDIER
-2'-0" o.c. & AT EA. SIDE OF OPN'G
-KEEP WEEPS TO MINIMUM (3/16")
02 DOOR JAMB @ HORIZONTAL SIDING
SCALE:
PLAN DETAIL
HORIZONTAL SIDING, TYPICAL
J-CHANNEL TRIM, TYPICAL
1x TRIM SURROUND
- REFER TO ELEVATIONS
LINE OF THRESHOLD BELOW
ENTRY DOOR WITH FACTORY
APPLIED BRICK MOULD
CAULK CONTINUOUS OUTSIDE &
BEHIND BRICK MOULD:
- INSTALL IN SUCH A MANNER SO
AS TO PREVENT MOISTURE FROM
ENTERING THE TOP & SIDES OF
THE EXTERIOR DOOR OPN'G.
05 DOOR JAMB @ MASONRY VENEER
SCALE:
PLAN DETAIL
CAULK, CONTINUOUS
LINE OF THRESHOLD BELOW
LINE OF CONCRETE STEP
BELOW.
ENTRY DOOR WITH FACTORY
APPLIED BRICK MOULD
CAULK CONTINUOUS OUTSIDE &
BEHIND BRICK MOULD:
- INSTALL IN SUCH A MANNER SO
AS TO PREVENT MOISTURE FROM
ENTERING THE TOP & SIDES OF
THE EXTERIOR DOOR OPN'G.
REFER TO TYPICAL WALL SECTIONS AND
GENERAL NOTES FOR BRICK TIE
REQUIREMENTS.
MASONRY VENEER, TYP.
- BRICK SHOWN, STONE SIM.
10 DOOR HEAD WITH WOOD TRIM PANEL ABOVE
SCALE: 3" = 1'-0"
08 SCALE:
DOOR JAMB WITH WOOD TRIM
PLAN DETAIL
CAULK, CONTINUOUS
MASONRY VENEER, TYPICAL
LINE OF THRESHOLD BELOW
LINE OF CONCRETE STOOP
BELOW.
1x TRIM OVER P.T. 5/4 BACK-UP
- REFER TO ELEVATIONS
ENTRY DOOR WITH FACTORY
APPLIED BRICK MOULD
CAULK CONTINUOUS OUTSIDE &
BEHIND BRICK MOULD:
- INSTALL IN SUCH A MANNER SO
AS TO PREVENT MOISTURE FROM
ENTERING THE TOP & SIDES OF
THE EXTERIOR DOOR OPN'G.
11 DOOR HEAD @ COVERED PORCH
SCALE:
ENTRY DOOR WITH FACTORY
APPLIED BRICK MOULD
CAULK CONTINUOUS OUTSIDE &
BEHIND BRICK MOULD:
- INSTALL IN SUCH A MANNER SO
AS TO PREVENT MOISTURE FROM
ENTERING THE TOP & SIDES OF
THE EXTERIOR DOOR OPN'G.
BRICK BEYOND
2x CEILING RAFTER
- REFER TO PLANS & SECTIONS
06 DOOR THRESHOLD @ BRICK VENEER
SCALE:
8"
8" THICK CAST-IN-PLACE
CONCRETE FOUNDATION WALL:
- UNLESS NOTED OTHERWISE
ON FOUNDATION PLAN
CAULK, CONTINUOUS
DOOR JAMB BEYOND
5/8x4 BLOCKING, TYPICAL
BRICK ROWLOCK SILL
- SLOPE 1/4"
- HOLD 1/4" BELOW
THRESHOLD, TYP.
FINISH FLOORING SHOWN DASHED
- REFER TO PLANS
BRICK VENEER BEYOND
'FLASH & SEAL' FLASHING
6"
1/2" FIBER EXPANSION BOARD,
TYPICAL
CONC. HAUNCH BEYOND REFER
TO FOUNDATION PLANS
ALUMINUM PAN
- SET IN 3 BEADS OF CAULK
12 MASONRY VENEER w/ DECORATIVE SURROUND
SCALE:
8"
8" THICK CAST-IN-PLACE
CONCRETE FOUNDATION WALL:
- UNLESS NOTED OTHERWISE
ON FOUNDATION PLAN
1x6 TRIM OVER P.T. 1x BLOCKING
- HOLD 1/4" BELOW THRESHOLD
- HOLD 1/4" OFF T/ PORCH SLAB
- w/ 45° BEVEL @ TOP
FLASH & SEAL' FLASHING
6"
CAULK, CONTINUOUS
SYNTHETIC DECORATIVE DOOR
SURROUND BEYOND
-REFER TO ELEV'S
DOOR THRESHOLD
CONC. HAUNCH BEYOND REFER
TO FOUNDATION PLANS
CAULK, CONTINUOUS
DOOR JAMB BEYOND
FINISH FLOORING SHOWN DASHED
- REFER TO PLANS
BRICK VENEER BEYOND
5/8x4 BLOCKING, TYPICAL
ALUMINUM PAN
- SET IN 3 BEADS OF CAULK
DOOR HEAD @ HORIZONTAL SIDING
01 SCALE:
HORIZONTAL SIDING, TYPICAL
THERMO-PLY SHEATHING, TYPICAL
ENTRY DOOR WITH FACTORY
APPLIED BRICK MOULD
OVERLAP THERMO-PLY SHEATHING 2"
@ TOP PLATE TYPICAL.
1x TRIM, TYPICAL
- REFER TO ELEVATIONS
J-CHANNEL TRIM, TYPICAL
CAULK CONTINUOUS OUTSIDE &
BEHIND BRICK MOULD:
- INSTALL IN SUCH A MANNER SO
AS TO PREVENT MOISTURE FROM
ENTERING THE TOP & SIDES OF
THE EXTERIOR DOOR OPN'G.
24" POLY FLASHING @ BAND
BOARD, TYPICAL
BREAK MTL DRIP EDGE FLASH'G:
- NAIL & CAULK T/ FLASHING TO WALL
SHEATHING, TYPICAL
- EXTEND FLASH'G 1/2"± BEYOND
OUTSIDE EDGE OF BRICK MOULD
- SUPPLIED & INSTALLED BY DOOR
INSTALLER.
5/16" HARDIPANEL - SMOOTH FINISH,
TYPICAL
- HOLD 1/4" OFF BRICK MOULD
1x TRIM, TYPICAL
- HOLD TRIM 1/16" OFF BRICK MOULD
- REFER TO ELEVATIONS FOR SIZES AND
PROFILES
VENEER BEYOND
- REFER TO ELEVATIONS, (BRICK
SHOWN)
BREAK MTL DRIP EDGE FLASH'G:
- NAIL & CAULK T/ FLASHING TO WALL
SHEATHING, TYPICAL
- EXTEND FLASH'G 1/2"± BEYOND
OUTSIDE EDGE OF BRICK MOULD
- SUPPLIED & INSTALLED BY DOOR
INSTALLER
ENTRY DOOR WITH FACTORY
APPLIED BRICK MOULD
CAULK CONTINUOUS OUTSIDE &
BEHIND BRICK MOULD:
- INSTALL IN SUCH A MANNER SO
AS TO PREVENT MOISTURE FROM
ENTERING THE TOP & SIDES OF
THE EXTERIOR DOOR OPN'G.
1x TRIM, TYPICAL
- w/ 30° BEVEL @ TOP EDGE
- HOLD TRIM 1/16" OFF BRICK MOULD
- REFER TO ELEVATIONS FOR SIZES AND
PROFILES
PVC MOULDING, TYPICAL
- REFER TO ELEVATIONS FOR SIZE AND
LOCATION
3" = 1'-0"
3" = 1'-0"
3" = 1'-0" 3" = 1'-0"
3" = 1'-0"
3" = 1'-0"
3" = 1'-0"
03 DOOR THRESHOLD @ SIDING / CULTURED STONE
SCALE: 3" = 1'-0"
8"
8" THICK CAST-IN-PLACE
CONCRETE FOUNDATION WALL
- UNLESS NOTED OTHERWISE
ON FOUNDATION PLAN
CAULK, CONTINUOUS
DOOR JAMB BEYOND
1x6 TRIM, TYPICAL
- HOLD
1
4" BELOW THRESHOLD
- HOLD
1
4" OFF T/ PORCH SLAB
FINISH FLOORING SHOWN DASHED
- REFER TO PLANS
6"
CAULK, CONTINUOUS
CONC. HAUNCH BEYOND REFER
TO FOUNDATION PLANS
THERMO-PLY SHEATHING
- EXTEND SHEATHING TO
1
2" BELOW T/ FDN WALL
- w/ POLY EXTENDED 1"
BELOW T/ FOUNDATION
5/8 x 4 BLOCKING, TYPICAL
ALUMINUM PAN
- SET IN 3 BEADS OF CAULK
'FLASH & SEAL' FLASHING
REASON FOR PLOT: PLOT DATE:
Job No.
Sheet No.
IN
NEW RESIDENCE FOR:
HOMESITE NO.
C
FISCHER SINGLE FAMILY HOMES II, LLC.
6602 EAST 75TH STREET
INDIANAPOLIS, IN 46250
PH (317) 348-2500
FIELD SPEC HOTLINE: (859) 344-7100
COPYRIGHT
ALL RIGHTS RESERVED
FISCHER HOMES, Inc.
HOME TYPE:
PLAN NO.
EXTERIOR:
---- 5/18/2011 3:07 PM
LSP-162
MARKET HOME
13938 TWIN LAKES CIRCLE WEST
KELLER
F560
CM
LAKESIDE PARK
HAMILTON CO., IN
162
03-2011
TJE
2010
859.344.5973
05.10.11
ELIZABETH MCCARTY
FOUNDERS COLLECTION
D1.0
NOTE:
GABLE END THERMO-PLY
SHT'G TO OVERLAP FIRST FLOOR
THERMO-PLY SHT'G 2" MINIMUM.
@ FIRST FLOOR
APPROVED FASTENER
@ 3"o.c., TYPICAL
APPROVED FASTENER
@ 3"o.c., TYPICAL
FOR GLUING AND NAILING
- REFER TO NOTE, THIS SHEET
FOR GLUING AND NAILING
- REFER TO NOTE, THIS SHEET
NOTE:
FRAMING MEMBERS FOR
GABLE SPACED @ 16" o.c. MAX.
FOR THERMO-PLY SUPPORT
CULTURED STONE VENEER
TYPICAL
1
8"
3
1
2"
3
5
8"
METAL LATHE
- w/ ASPHALT IMPREGNATED
MEMBRANE
- INSTALLED w/ NAILS WHICH
PENETRATE THE STUD A
MINIMUM OF 1" EVERY 6" o.c.
VERTICAL & 16" o.c. HORIZONTAL
(NAIL INTO EVERY STUD)
SCRATCH COAT
CULTURED STONE VENEER @ GABLE END
SCALE: 3" = 1'-0"
SECTION DETAIL
3"
3
4"±
3
8
"
MIN.
HORIZONTAL SIDING, TYPICAL
1 1/2" x 3" METAL DRIP FLASHING,
TYP.
- w/ 1" HEM
- SET IN BED OF SEALANT
- NAIL & CAULK TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
2 1/4"h. x 2 3/4"w. LIMESTONE SILL,
TYP.
- PROJECT BTM. 3/4"±
- SLOPE 3/8" MIN.
SIDING STARTER STRIP, TYP.
TYPICAL
1
2
"±
NOTE:
HEM OF FLASHING MUST FASTEN ONE
PIECE TO THE OTHER. (HORIZONTALLY)
3"
1
1
2
"
1
1
2
"
100°
CULTURED STONE VENEER,
CULTURED STONE @ LIMESTONE SILL w/ 1x TRIM
SCALE: 3" = 1'-0"
SECTION DETAIL
DRIP EDGE
- SET IN BED OF SEALANT
- NAIL & CAULK TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
1x TRIM BOARD
- REFER TO ELEVATIONS FOR SIZES AND
PROFILES
2"
1
2
"
1"
3"
3
4"±
3
8
"
MIN.
HORIZONTAL SIDING, TYPICAL
1 1/2" x 3" METAL DRIP FLASHING,
TYP.
- w/ 1" HEM
- SET IN BED OF SEALANT
- NAIL & CAULK TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
2 1/4"h. x 2 3/4"w. LIMESTONE SILL,
TYP.
- PROJECT BTM. 3/4"±
- SLOPE 3/8" MIN.
SIDING STARTER STRIP, TYP.
TYPICAL
1
2
"±
NOTE:
HEM OF FLASHING MUST FASTEN ONE
PIECE TO THE OTHER. (HORIZONTALLY)
3"
1
1
2
"
1
1
2
"
100°
CULTURED STONE VENEER,
CULTURED STONE @ LIMESTONE SILL
SCALE: 3" = 1'-0"
SECTION DETAIL
HORIZONTAL SIDING @ BAND BOARD
SCALE: 3" = 1'-0"
2"
(MIN.)
1
8 "
3
1
2"
3
5
8"
THERMO-PLY SHEATHING
DOUBLE 2x4 TOP PLATE
THERMO-PLY SHEATHING
@ SECOND FLOOR
NOTE:
SECOND FLR THERMO-PLY
SHT'G TO OVERLAP FIRST FLR
THERMO-PLY SHT'G 2" MINIMUM.
@ FIRST FLOOR
R-19 BAND BD. INSULATION
HORIZONTAL SIDING
TYPICAL
- CONTINUOUS
SECTION DETAIL
APPROVED FASTENER
@ 3"o.c., TYPICAL
8" @ 2x10's
6" @ 2x12's
HOLD T/ POLY FLASH'G AT:
8" OFF T/ SUBFLOOR FOR 2x10 JSTS.
6" OFF T/ SUBFLOOR FOR 2x12 JSTS
APPROVED FASTENER
@ 12"o.c. IN BTM 1/3 OF BAND BD.
APPROVED FASTENER
@ 3"o.c., TYPICAL
24" POLY FLASHING @ SECOND
FLR. BAND BD.
- EXTEND PAST BTM OF 2nd FLR
SHT'G, TYPICAL
INDIANAPOLIS DIVISION
CULTURED STONE VENEER, TYPICAL
METAL LATHE
- w/ ASPHALT IMPREGNATED
MEMBRANE
- INSTALLED w/ NAILS WHICH
PENETRATE THE STUD A
MINIMUM OF 1" EVERY 6" o.c.
VERTICAL & 16" o.c. HORIZONTAL
(NAIL INTO EVERY STUD)
SCRATCH COAT
CULTURED STONE @ CONC. FOUNDATION WALL
SCALE: 3" = 1'-0"
THERMO-PLY SHEATHING
NOTE:
R-19 BAND BD. INSULATION
- CONTINUOUS
- HOLD POLY & STONE 7"
T/FOUNDATION, TYP.
7"
- EXTEND SHEATHING TO
1/2" BELOW T/ FOUND.
SECTION DETAIL
APPROVED FASTENER
@ 3"o.c., TYPICAL
APPROVED FASTENER
@ 12"o.c. IN BTM 1/3 OF BAND BD.
SILL SEALER, TYPICAL
MUDSILL ANCHOR STRAP, TYP.
24" POLY FLASHING, TYPICAL
8"
SCREED w/ WEEP HOLES
THICKNESS VARIES
REFER TO FOUNDATION PLAN
CAST-IN-PLACE CONCRETE
FOUNDATION WALL:
- REFER TO FOUNDATION PLAN
FOR WALL THICKNESS
09
8"
ON FOUNDATION PLAN
- UNLESS NOTED OTHERWISE
CONCRETE FOUNDATION WALL:
8" THICK CAST-IN-PLACE
SILL SEALER, TYPICAL
@ 3"o.c., TYP.
APPROVED FASTENER
CULTURED STONE @ GARAGE FOUNDATION WALL
SCALE: 3" = 1'-0"
SECTION DETAIL
THERMO-PLY SHEATHING
- EXTEND SHEATHING TO
1/2" BELOW T/ FOUND.
NOTE:
- HOLD STONE 7" BELOW
T/FOUNDATION, TYP.
CULTURED STONE VENEER, TYPICAL
METAL LATHE
- w/ ASPHALT IMPREGNATED
MEMBRANE
- INSTALLED w/ NAILS WHICH
PENETRATE THE STUD A
MINIMUM OF 1" EVERY 6" o.c.
VERTICAL & 16" o.c. HORIZONTAL
(NAIL INTO EVERY STUD)
SCRATCH COAT
NOTE:
GLUE TOP AND SIDES OF THERMO-PLY SHEATHING ONLY! DO NOT GLUE THE FIELD! AT THE LAP GLUE THE
FIRST SHEET TO THE STUDS. DO NOT GLUE THE SECOND SHEET TO THE FIRST SHEET. NAIL THE TOP, BOTTOM,
AND SIDES OF SHEATHING @ 3"o.c. NAIL THE FIELD @ 3"o.c. w/ APPROVED FASTENERS. NOTE : GLUE IS NOT
REQUIRED FOR CODE COMPLIANCE. NOTE: FASTENING OF THERMO-PLY SHEATHING TO BAND BOARD IS NOT
REQUIRED FOR CODE COMPLIANCE WITH WALL BRACING CRITERIA. NOMINAL 12" o.c. FASTENER SPACING IS
SUFFICIENT FOR ATTACHMENT.
TYPICAL
2x2 NAILERS
- w/ 7/16" OSB BACK-UP
CULTURED STONE VENEER,
SECTION DETAIL - SOFFIT w/ CULTURED STONE
SCALE: 3" = 1'-0"
1'-0" OVERHANG
(UNLESS OTHERWISE NOTED ON PLANS)
FIBERGLASS / ASPHALT SHINGLES:
- w/ 15# ROOF FELT
7/16" O.S.B. ROOF SHEATHING:
- w/ PLY-CLIPS
6" HEEL CUT
(UNLESS OTHERWISE
NOTED ON PLANS)
1x8 GUTTER BOARD
ALUMINUM GUTTER
THERMO-PLY SHEATHING
APPROVED FASTENER
@ 3"o.c., TYPICAL
2
2
2x2 NAILER
3
8" SOFFIT:
- w/ ALUMINUM VENT @ 48" O.C.
1
5
8" BARGE MOULD
FOR GLUING AND NAILING
- REFER TO NOTE, THIS SHEET
2"
(FROM
SHT'G)
5"±
1
2" x 9
1
2" HARDBOARD FRIEZE:
- TRIM TO MATCH WINDOW
HEADER HEIGHTS 01-13-11
ENLARGED SOFFIT DTL. w/ HORIZONTAL SIDING
SCALE: 3" = 1'-0"
'J' CHANNEL w/
HORIZONTAL SIDING
TYPICAL
FINISH TRIM, TYP.
2
2
FIBERGLASS / ASPHALT SHINGLES:
- w/ 15# ROOF FELT
7/16" O.S.B. ROOF SHEATHING:
- w/ PLY-CLIPS
1x8 GUTTER BOARD
ALUMINUM GUTTER
THERMO-PLY SHEATHING
APPROVED FASTENER
@ 3"o.c., TYPICAL
2x2 NAILER
3
8" SOFFIT:
- w/ ALUMINUM VENT @ 48" O.C.
1
5
8" BARGE MOULD
FOR GLUING AND NAILING
- REFER TO NOTE, THIS SHEET
1'-0" OVERHANG
(UNLESS OTHERWISE NOTED ON PLANS)
6" HEEL CUT
(UNLESS OTHERWISE
NOTED ON PLANS)
1
2" x 9
1
2" HARDBOARD FRIEZE:
- TRIM TO MATCH WINDOW
HEADER HEIGHTS 01-13-11
REASON FOR PLOT: PLOT DATE:
Job No.
Sheet No.
IN
NEW RESIDENCE FOR:
HOMESITE NO.
C
FISCHER SINGLE FAMILY HOMES II, LLC.
6602 EAST 75TH STREET
INDIANAPOLIS, IN 46250
PH (317) 348-2500
FIELD SPEC HOTLINE: (859) 344-7100
COPYRIGHT
ALL RIGHTS RESERVED
FISCHER HOMES, Inc.
HOME TYPE:
PLAN NO.
EXTERIOR:
---- 5/18/2011 3:07 PM
LSP-162
MARKET HOME
13938 TWIN LAKES CIRCLE WEST
KELLER
F560
CM
LAKESIDE PARK
HAMILTON CO., IN
162
03-2011
TJE
2010
859.344.5973
05.10.11
ELIZABETH MCCARTY
FOUNDERS COLLECTION
WS-C2
@ 24" o.c.
GABLE w/ STUDS
7/16" O.S.B. ROOF
SHEATHING
SECTION - SIDED GABLE/END WALL w/ DBL RAKE
SCALE: 3/4" = 1'-0"
THERMO-PLY SHEATHING:
(STRUCTURAL & WATER REPELLENT)
- GABLE SHT'G TO OVERLAP WALL SHT'G
2" MINIMUM.
1x8 GABLE FRIEZE
2x6 BACK-UP
- REFER TO NOTES ON SECTIONS
- NO J-CHANNEL @ GABLE FRIEZE BOARD
@ 3" o.c., TYP.
APPROVED FASTENER
- UNLESS NOTED
OTHERWISE ON PLAN
2"
PER
PLAN
@ 16" o.c.
PRE-ENGINEERED WD.
ROOF TRUSSES:
DBL. 2x4 TOP PLATE
@ 24" o.c.
GABLE w/ STUDS
7/16" O.S.B. ROOF
SHEATHING
3/8" SOFFIT
- ON 2" WIDE 5/4 NAILERS
1x8 GABLE FRIEZE:
- REFER TO NOTES ON SECTIONS
CULTURED STONE VENEER:
1x8 RAKE BOARD
3/4" = 1'-0"
SECTION - STONE GABLE w/ EXTENDED RAKE
SCALE:
THERMO-PLY SHEATHING:
(STRUCTURAL & WATER REPELLENT)
- GABLE SHT'G TO OVERLAP WALL SHT'G 2" MIN.
- 2x6 BLOCKS @ 24" o.c. ON 1x6's
GABLE EXTENSION:
@ 3" o.c., TYP.
APPROVED FASTENER
R-38 BLOWN-IN INSUL.
- UNLESS NOTED
OTHERWISE ON PLAN
1
5
8" BARGE MOULD
NOTE: FRONT TURNED GABLES ONLY
- REFER TO ELEVATION
PER PLAN
@ 16" o.c.
PRE-ENGINEERED WD.
ROOF TRUSSES:
DBL. 2x4 TOP PLATE
@ 24" o.c.
GABLE w/ STUDS
7/16" O.S.B. ROOF
SHEATHING
3/8" SOFFIT
- ON 1x6 BACK-UP
1x8 GABLE FRIEZE:
HORIZONTAL SIDING:
1x8 RAKE BOARD
3/4" = 1'-0"
SECTION - SIDED GABLE w/ EXTENDED RAKE
SCALE:
THERMO-PLY SHEATHING:
(STRUCTURAL & WATER REPELLENT)
- GABLE SHT'G TO OVERLAP WALL SHT'G 2" MIN.
- NO J-CHANNEL @ GABLE FRIEZE BOARD
- 2x6 BLOCKS @ 24" o.c. ON 1x6's
GABLE EXTENSION:
@ 3" o.c., TYP.
APPROVED FASTENER
R-38 BLOWN-IN INSUL.
- UNLESS NOTED
OTHERWISE ON PLAN
15
8" BARGE MOULD
NOTE: FRONT TURNED GABLES ONLY
- REFER TO ELEVATION
1'-0"
@ 16" o.c.
PRE-ENGINEERED WD.
ROOF TRUSSES:
DBL. 2x4 TOP PLATE
@ 24" o.c.
GABLE w/ STUDS
7/16" O.S.B. ROOF
SHEATHING
3/8" SOFFIT
HORIZONTAL SIDING:
1x8 RAKE BOARD
3/4" = 1'-0"
SECT - SIDED GABLE/END WALL w/ 12" EXT. RAKE
SCALE:
THERMO-PLY SHEATHING:
(STRUCTURAL & WATER REPELLENT)
- GABLE SHT'G TO OVERLAP WALL SHT'G 2" MIN.
- NO J-CHANNEL @ GABLE FRIEZE BOARD
- 2x6 BLOCKS @ 24" o.c. ON 1x6's
GABLE EXTENSION:
@ 3" o.c., TYP.
APPROVED FASTENER
R-38 BLOWN-IN INSUL.
- UNLESS NOTED
OTHERWISE ON PLAN
'J' CHANNEL
DESIGNER SPECIFICATIONS
1'-0"
@ 16" o.c.
PRE-ENGINEERED WD.
ROOF TRUSSES:
DBL. 2x4 TOP PLATE
@ 24" o.c.
GABLE w/ STUDS
7/16" O.S.B. ROOF
SHEATHING
3/8" SOFFIT
- ON 1x6 BACK-UP
1x8 GABLE FRIEZE:
- REFER TO NOTES ON SECTIONS
HORIZONTAL SIDING:
1x8 RAKE BOARD
3/4" = 1'-0"
SECT - SIDED GABLE/END WALL w/ 12" EXT. RAKE
SCALE:
THERMO-PLY SHEATHING:
(STRUCTURAL & WATER REPELLENT)
- GABLE SHT'G TO OVERLAP WALL SHT'G
2" MINIMUM.
- NO J-CHANNEL @ GABLE FRIEZE BOARD
- 2x6 BLOCKS @ 24" o.c. ON 1x6's
GABLE EXTENSION:
@ 3" o.c., TYP.
APPROVED FASTENER
R-38 BLOWN-IN INSUL.
- UNLESS NOTED
OTHERWISE ON PLAN
ESTATE SPECIFICATIONS
MASTERPIECE and GRAND
09
10
NOTE:
HOLD FLASHING & CULTURED
STONE DOWN 7" FROM T/ FDN.
- TYPICAL
2x2 NAILERS
- w/ 7/16" OSB BACK-UP
CULTURED STONE VENEER
SCRATCH COAT
METAL LATHE
- w/ ASPHALT IMPREGNATED
MEMBRANE
- INSTALLED w/ NAILS WHICH
PENETRATE THE STUD A
MINIMUM OF 1" EVERY 6" o.c.
VERTICAL & 16" o.c. HORIZONTAL
(NAIL INTO EVERY STUD)
3
1
2
"
7'-8
1
2
" OR 8'-8
1
2
"
UNBRACED WALL
HEIGHT
8'-1" OR 9'-1"
- SEE FLOOR PLA
NS
9
7
8
" or
11
7
8
"
8'-1"
1
1
2
"
PRE-ENGINEERED WOOD
@ 24" O.C.
ROOF TRUSSES:
7/16" O.S.B. ROOF SHEATHING:
FIBERGLASS / ASPHALT SHINGLES:
- w/ 15# ROOF FELT
- w/ PLY-CLIPS
R-38 BLOWN-IN INSULATION
8'-0" OR 9-0"
(REFER TO FOUN
DATION PLANS)
INSULATION BAFFLE
T/ FOOTING
T/ SLAB
T/ FDN. WALL
1st FLR. SUBFLR.
2nd FLR. SUBFLR.
FINISH GRADE - VARIES
- SEE EXTERIORS, SHEET # A1.0
- HOLD DOWN MIN. 7"
FROM TOP OF WALL
- CONTINUOUS ALONG
R-19 BATT INSULATION:
BAND BOARDS
FLASHING
DBL. 2x4 TOP PLATE
2x2 NAILER
DBL. 2x4 TOP PLATE
1x8 GUTTER BOARD:
- w/ ALUMINUM GUTTER
WALL SECTION - CULTURED STONE
SCALE: 3/4" = 1'-0"
(STRUCTURAL & WATER REPELLENT)
THERMO-PLY SHEATHING
(STRUCTURAL & WATER REPELLENT)
THERMO-PLY SHEATHING
- w/ R-13 KRAFT FACED
2x4 FRAME WALL:
BATT INSULATION
- w/ R-13 KRAFT FACED
2x4 FRAME WALL:
BATT INSULATION
8" THICK CAST-IN-PLACE
2x4 KEY-WAY IN FOOTING
- OTHERWISE PROVIDE CONTINUOUS
POUR BASEMENT SLAB BEFORE
NOTE:
BACKFILLING
CONCRETE FOUNDATION WALL:
FOUNDATION PLAN
- UNLESS NOTED OTHERWISE ON
PERIMETER OF FDN.
- CONTINUOUS AROUND
- MINIMUM 2" COVERING
(2) #4 RE-BARS:
BITUMINOUS ASPHALT ALL WALL
TIES, CONTROL JOINTS, & COLD
JOINTS.
- SPRAY APPLY (2) COATS
BITUMINOUS DAMPROOFING
BELOW GRADE,TYPICAL.
- REFER TO FOUND. PLAN FOR
WATERPROOFING INFO. IF
REQUIRED.
GRAVEL FILL
8"x18" CONCRETE FOOTING:
(UNLESS NOTED OTHERWISE)
- IN EA. TRUSS SPACE
R-19 BATT INSULATION:
- CONTINUOUS ALONG
BAND BOARDS
FOR SIZE OF JOISTS
2x No. 1 KD SOUTHERN
PINE FLOOR JOISTS:
- SEE FRAMING PLANS
@ 16" OR 19.2" O.C.
FOR SIZE OF JOISTS
2x No. 1 KD SOUTHERN
PINE FLOOR JOISTS:
- SEE FRAMING PLANS
@ 16" OR 19.2" O.C.
T/ 2nd FLR. DBL. TOP �
1
2" DRYWALL
1
2" DRYWALL
5
8" T&G O.S.B. SUBFLOOR:
- GLUED, NAILED, AND SCREWED
T/ 1st FLR. DBL. TOP �
1
2" DRYWALL
5
8" T&G O.S.B. SUBFLOOR:
- GLUED, NAILED, AND SCREWED
9
7
8
" or
11
7
8
"
11
3
8
" or
13
3
8
"
3" Ø DRAIN TILE:
- THRU FOOTING @ 6'-0" O.C.
- PLACE @ BOTTOM OF FT'G.
2x4 PRESSURE-TREATED
SILL PLATE:
- STRAPPED TO FOUNDATION
PER MANUFACTURER'S
RECOMMENDATION
- APPLY CONTINUOUS POLY
SILL SEALER TO SILL �, TYP.
3
8" SOFFIT:
- w/ ALUMINUM VENT @ 48" O.C.
1
5
8" BARGE MOULD
8
1
2
"
MIN.
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
1
2" DRYWALL
CULTURED STONE VENEER
SCRATCH COAT
6 MIL POLY VAPOR
BARRIER
4" Ø DRAIN TILE:
- EA. SIDE OF FOOTING
- w/ GRAVEL FILL
- PIPE TO DAYLIGHT
3
1
2" THICK CONCRETE
SLAB
- ON MIN. 4" GRAVEL BASE
NOTE:
8'-0"h. FOUNDATION WALLS
- 8"thk. WALLS
- PROVIDE #4 REBARS SPACED
VERTICALLY @ 22" o.c. & (3)
#4 REBARS HORIZONTALLY
9'-0"h. FOUNDATION WALLS
- 10"thk. WALLS
- PROVIDE #4 REBARS SPACED
VERTICALLY @ 19" o.c. & (4)
#4 REBARS HORIZONTALLY
FOR 8' & 9' WALL HEIGHTS :
ONE HORIZ. BAR SHALL BE
WITHIN THE TOP 24", ONE IN
THE BOTTOM 24" w/ THE
REMAINING BARS EQUALLY
SPACED, MIN. 2" CONCRETE
COVER BTWN INSIDE FACE OF
WALL & FACE OF HORIZ. BARS
NOTE:
BASEMENT INSULATION NOT
SHOWN
- TYPE AND DEPTH VARIES
PER PLAN
- SEE NOTES ON FOUNDATION
PLAN FOR SPECIFIC INFO
8"
10"
REFER TO FLAG
GED NOTE FOR
NUMBER & SPACIN
G OF HORIZONTAL
REBARS
1"
MIN.
1'-0" O.H.
(UNLESS
OTHERWISE
NOTED
ON PLANS)
6" HEEL CUT
(UNLESS
OTHERWISE
NOTED
ON PLANS)
1
2" x 9
1
2" HARDBOARD FRIEZE:
- TRIM TO MATCH WINDOW
HEADER HEIGHTS
- EXTEND 2" 01-13-11
1"
3
1
2
"
7'-8
1
2
" OR 8'-8
1
2
"
UNBRACED WALL
HEIGHT
8'-1" OR 9'-1"
- SEE FLOOR PLA
NS
9
7
8
" or
11
7
8
"
8'-1"
1
1
2
"
PRE-ENGINEERED WOOD
@ 24" O.C.
ROOF TRUSSES:
7/16" O.S.B. ROOF SHEATHING:
FIBERGLASS / ASPHALT SHINGLES:
- w/ 15# ROOF FELT
- w/ PLY-CLIPS
R-38 BLOWN-IN INSULATION
8'-0" OR 9-0"
(REFER TO FOUN
DATION PLANS)
INSULATION BAFFLE
MIN.
T/ FOOTING
T/ SLAB
T/ FDN. WALL
1st FLR. SUBFLR.
2nd FLR. SUBFLR.
FINISH GRADE - VARIES
- SEE EXTERIORS, SHEET # A1.0
- HOLD DOWN MIN. 8 1/2"
FROM TOP OF WALL
- CONTINUOUS ALONG
R-19 BATT INSULATION:
BAND BOARDS
FLASHING
HORIZONTAL SIDING
DBL. 2x4 TOP PLATE
2x2 NAILER
DBL. 2x4 TOP PLATE
HORIZONTAL SIDING
"J" CHANNEL w/
1x8 GUTTER BOARD:
- w/ ALUMINUM GUTTER
WALL SECTION - HIGH CULTURED STONE/SIDING
SCALE: 3/4" = 1'-0"
(STRUCTURAL & WATER REPELLENT)
THERMO-PLY SHEATHING
(STRUCTURAL & WATER REPELLENT)
THERMO-PLY SHEATHING
- w/ R-13 KRAFT FACED
2x4 FRAME WALL:
BATT INSULATION
- w/ R-13 KRAFT FACED
2x4 FRAME WALL:
BATT INSULATION
8" THICK CAST-IN-PLACE
2x4 KEY-WAY IN FOOTING
- OTHERWISE PROVIDE CONTINUOUS
POUR BASEMENT SLAB BEFORE
NOTE:
BACKFILLING
CONCRETE FOUNDATION WALL:
FOUNDATION PLAN
- UNLESS NOTED OTHERWISE ON
PERIMETER OF FDN.
- CONTINUOUS AROUND
- MINIMUM 2" COVERING
(2) #4 RE-BARS:
BITUMINOUS ASPHALT ALL WALL
TIES, CONTROL JOINTS, & COLD
JOINTS.
- SPRAY APPLY (2) COATS
BITUMINOUS DAMPROOFING
BELOW GRADE,TYPICAL.
- REFER TO FOUND. PLAN FOR
WATERPROOFING INFO. IF
REQUIRED.
GRAVEL FILL
8"x18" CONCRETE FOOTING:
(UNLESS NOTED OTHERWISE)
- IN EA. TRUSS SPACE
FINISH TRIM, TYP.
R-19 BATT INSULATION:
- CONTINUOUS ALONG
BAND BOARDS
FOR SIZE OF JOISTS
2x No. 1 KD SOUTHERN
PINE FLOOR JOISTS:
- SEE FRAMING PLANS
@ 16" OR 19.2" O.C.
FOR SIZE OF JOISTS
2x No. 1 KD SOUTHERN
PINE FLOOR JOISTS:
- SEE FRAMING PLANS
@ 16" OR 19.2" O.C.
T/ 2nd FLR. DBL. TOP �
1
2" DRYWALL
1
2" DRYWALL
5
8" T&G O.S.B. SUBFLOOR:
- GLUED, NAILED, AND SCREWED
T/ 1st FLR. DBL. TOP �
1
2" DRYWALL
1
2" DRYWALL
5
8" T&G O.S.B. SUBFLOOR:
- GLUED, NAILED, AND SCREWED
9
7
8
" or
11
7
8
"
11
3
8
" or
13
3
8
"
3" Ø DRAIN TILE:
- THRU FOOTING @ 6'-0" O.C.
- PLACE @ BOTTOM OF FT'G.
2x4 PRESSURE-TREATED
SILL PLATE:
- STRAPPED TO FOUNDATION
PER MANUFACTURER'S
RECOMMENDATION
- APPLY CONTINUOUS POLY
SILL SEALER TO SILL �, TYP.
3
8" SOFFIT:
- w/ ALUMINUM VENT @ 48" O.C.
1
5
8" BARGE MOULD
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
6 MIL POLY VAPOR
BARRIER
4" Ø DRAIN TILE:
- EA. SIDE OF FOOTING
- w/ GRAVEL FILL
- PIPE TO DAYLIGHT
3
1
2" THICK CONCRETE
SLAB
- ON MIN. 4" GRAVEL BASE
NOTE:
8'-0"h. FOUNDATION WALLS
- 8"thk. WALLS
- PROVIDE #4 REBARS SPACED
VERTICALLY @ 22" o.c. & (3)
#4 REBARS HORIZONTALLY
9'-0"h. FOUNDATION WALLS
- 10"thk. WALLS
- PROVIDE #4 REBARS SPACED
VERTICALLY @ 19" o.c. & (4)
#4 REBARS HORIZONTALLY
FOR 8' & 9' WALL HEIGHTS :
ONE HORIZ. BAR SHALL BE
WITHIN THE TOP 24", ONE IN
THE BOTTOM 24" w/ THE
REMAINING BARS EQUALLY
SPACED, MIN. 2" CONCRETE
COVER BTWN INSIDE FACE OF
WALL & FACE OF HORIZ. BARS
NOTE:
BASEMENT INSULATION NOT
SHOWN
- TYPE AND DEPTH VARIES
PER PLAN
- SEE NOTES ON FOUNDATION
PLAN FOR SPECIFIC INFO
8"
10"
REFER TO FLAG
GED NOTE FOR
NUMBER & SPACIN
G OF HORIZONTAL
REBARS
NOTE:
HOLD FLASHING & CULTURED
STONE DOWN 7" FROM T/ FDN.
- TYPICAL
CULTURED STONE VENEER
SCRATCH COAT
METAL LATHE
- w/ ASPHALT IMPREGNATED
MEMBRANE
- INSTALLED w/ NAILS WHICH
PENETRATE THE STUD A
MINIMUM OF 1" EVERY 6" o.c.
VERTICAL & 16" o.c. HORIZONTAL
(NAIL INTO EVERY STUD)
SCREED w/ WEEP HOLES
1 1/2" x 3" METAL DRIP FLASHING
w/ 1" HEM, TYP.
- SET IN BED OF SEALANT
- NAIL & CAULK TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
2 1/4"h. x 2 3/4"w. LIMESTONE SILL, TYP.
- PROJECT BTM. 3/4"±
- SLOPE 3/8" MIN.
T/ WINDOW
8
1
2
"
MIN.
8'-4
5
8
" OR 9'-4
5
8
" (2x10's)
8'-6
5
8
" OR 9'-6
5
8
" (2x12's)
8'-1
7
8
"± OR 8'-1
7
8
"± (2x10's)
8'-3
7
8
"± OR 9'-3
7
8
"± (2x12's)
-SEE EXTERIORS
, SHEET A1.0
2
3
4
"±
1'-0" O.H.
(UNLESS
OTHERWISE
NOTED
ON PLANS)
6" HEEL CUT
(UNLESS
OTHERWISE
NOTED
ON PLANS)
1
2" x 9
1
2" HARDBOARD FRIEZE:
- TRIM TO MATCH WINDOW
HEADER HEIGHTS
01-13-11
1"
3
1
2
"
7'-8
1
2
" OR 8'-8
1
2
"
UNBRACED WALL
HEIGHT
8'-1" OR 9'-1"
- SEE FLOOR PLA
NS
9
7
8
" or
11
7
8
"
8'-1"
1
1
2
"
PRE-ENGINEERED WOOD
@ 24" O.C.
ROOF TRUSSES:
7/16" O.S.B. ROOF SHEATHING:
FIBERGLASS / ASPHALT SHINGLES:
- w/ 15# ROOF FELT
- w/ PLY-CLIPS
R-38 BLOWN-IN INSULATION
8'-0" OR 9-0"
(REFER TO FOUN
DATION PLANS)
INSULATION BAFFLE
MIN.
T/ FOOTING
T/ SLAB
T/ FDN. WALL
1st FLR. SUBFLR.
2nd FLR. SUBFLR.
FINISH GRADE - VARIES
- SEE EXTERIORS, SHEET # A1.0
- HOLD DOWN MIN. 8 1/2"
FROM TOP OF WALL
- CONTINUOUS ALONG
R-19 BATT INSULATION:
BAND BOARDS
FLASHING
HORIZONTAL SIDING
DBL. 2x4 TOP PLATE
2x2 NAILER
DBL. 2x4 TOP PLATE
HORIZONTAL SIDING
"J" CHANNEL w/
1x8 GUTTER BOARD:
- w/ ALUMINUM GUTTER
WALL SECTION - LOW CULTURED STONE/SIDING
SCALE: 3/4" = 1'-0"
(STRUCTURAL & WATER REPELLENT)
THERMO-PLY SHEATHING
(STRUCTURAL & WATER REPELLENT)
THERMO-PLY SHEATHING
- w/ R-13 KRAFT FACED
2x4 FRAME WALL:
BATT INSULATION
- w/ R-13 KRAFT FACED
2x4 FRAME WALL:
BATT INSULATION
8" THICK CAST-IN-PLACE
2x4 KEY-WAY IN FOOTING
- OTHERWISE PROVIDE CONTINUOUS
POUR BASEMENT SLAB BEFORE
NOTE:
BACKFILLING
CONCRETE FOUNDATION WALL:
FOUNDATION PLAN
- UNLESS NOTED OTHERWISE ON
PERIMETER OF FDN.
- CONTINUOUS AROUND
- MINIMUM 2" COVERING
(2) #4 RE-BARS:
BITUMINOUS ASPHALT ALL WALL
TIES, CONTROL JOINTS, & COLD
JOINTS.
- SPRAY APPLY (2) COATS
BITUMINOUS DAMPROOFING
BELOW GRADE,TYPICAL.
- REFER TO FOUND. PLAN FOR
WATERPROOFING INFO. IF
REQUIRED.
GRAVEL FILL
8"x18" CONCRETE FOOTING:
(UNLESS NOTED OTHERWISE)
- IN EA. TRUSS SPACE
FINISH TRIM, TYP.
R-19 BATT INSULATION:
- CONTINUOUS ALONG
BAND BOARDS
FOR SIZE OF JOISTS
2x No. 1 KD SOUTHERN
PINE FLOOR JOISTS:
- SEE FRAMING PLANS
@ 16" OR 19.2" O.C.
FOR SIZE OF JOISTS
2x No. 1 KD SOUTHERN
PINE FLOOR JOISTS:
- SEE FRAMING PLANS
@ 16" OR 19.2" O.C.
T/ 2nd FLR. DBL. TOP �
1
2" DRYWALL
1
2" DRYWALL
5
8" T&G O.S.B. SUBFLOOR:
- GLUED, NAILED, AND SCREWED
T/ 1st FLR. DBL. TOP �
1
2" DRYWALL
1
2" DRYWALL
5
8" T&G O.S.B. SUBFLOOR:
- GLUED, NAILED, AND SCREWED
9
7
8
" or
11
7
8
"
11
3
8
" or
13
3
8
"
3" Ø DRAIN TILE:
- THRU FOOTING @ 6'-0" O.C.
- PLACE @ BOTTOM OF FT'G.
2x4 PRESSURE-TREATED
SILL PLATE:
- STRAPPED TO FOUNDATION
PER MANUFACTURER'S
RECOMMENDATION
- APPLY CONTINUOUS POLY
SILL SEALER TO SILL �, TYP.
3
8" SOFFIT:
- w/ ALUMINUM VENT @ 48" O.C.
1
5
8" BARGE MOULD
8
1
2
"
MIN.
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
6 MIL POLY VAPOR
BARRIER
4" Ø DRAIN TILE:
- EA. SIDE OF FOOTING
- w/ GRAVEL FILL
- PIPE TO DAYLIGHT
3
1
2" THICK CONCRETE
SLAB
- ON MIN. 4" GRAVEL BASE
NOTE:
8'-0"h. FOUNDATION WALLS
- 8"thk. WALLS
- PROVIDE #4 REBARS SPACED
VERTICALLY @ 22" o.c. & (3)
#4 REBARS HORIZONTALLY
9'-0"h. FOUNDATION WALLS
- 10"thk. WALLS
- PROVIDE #4 REBARS SPACED
VERTICALLY @ 19" o.c. & (4)
#4 REBARS HORIZONTALLY
FOR 8' & 9' WALL HEIGHTS :
ONE HORIZ. BAR SHALL BE
WITHIN THE TOP 24", ONE IN
THE BOTTOM 24" w/ THE
REMAINING BARS EQUALLY
SPACED, MIN. 2" CONCRETE
COVER BTWN INSIDE FACE OF
WALL & FACE OF HORIZ. BARS
NOTE:
BASEMENT INSULATION NOT
SHOWN
- TYPE AND DEPTH VARIES
PER PLAN
- SEE NOTES ON FOUNDATION
PLAN FOR SPECIFIC INFO
8"
10"
REFER TO FLAG
GED NOTE FOR
NUMBER & SPACIN
G OF HORIZONTAL
REBARS
NOTE:
HOLD FLASHING & CULTURED
STONE DOWN 7" FROM T/ FDN.
- TYPICAL
CULTURED STONE VENEER
SCRATCH COAT
METAL LATHE
- w/ ASPHALT IMPREGNATED
MEMBRANE
- INSTALLED w/ NAILS WHICH
PENETRATE THE STUD A
MINIMUM OF 1" EVERY 6" o.c.
VERTICAL & 16" o.c. HORIZONTAL
(NAIL INTO EVERY STUD)
SCREED w/ WEEP HOLES
1 1/2" x 3" METAL DRIP FLASHING
w/ 1" HEM, TYP.
- SET IN BED OF SEALANT
- NAIL & CAULK TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
2 1/4"h. x 2 3/4"w. LIMESTONE SILL, TYP.
- PROJECT BTM. 3/4"±
- SLOPE 3/8" MIN.
1'-0" O.H.
(UNLESS
OTHERWISE
NOTED
ON PLANS)
6" HEEL CUT
(UNLESS
OTHERWISE
NOTED
ON PLANS)
1
2" x 9
1
2" HARDBOARD FRIEZE:
- TRIM TO MATCH WINDOW
HEADER HEIGHTS
01-13-11
REASON FOR PLOT: PLOT DATE:
Job No.
Sheet No.
IN
NEW RESIDENCE FOR:
HOMESITE NO.
C
FISCHER SINGLE FAMILY HOMES II, LLC.
6602 EAST 75TH
STREET
INDIANAPOLIS, IN
46250
PH (317) 348-25
00
FIELD SPEC HOTLINE: (859) 344-7100
COPYRIGHT
ALL RIGHTS RESERVED
FISCHER HOMES, Inc.
HOME TYPE:
PLAN NO.
EXTERIOR:
---- 5/18/2011 3:07 PM
LSP-162
MARKET HOME
13938 TWIN LAKES CIRCLE WEST
KELLER
F560
CM
LAKESIDE PARK
HAMILTON CO., IN
162
03-2011
TJE
2010
859.344.5973
05.10.11
ELIZABETH MCCARTY
FOUNDERS COLLECTION
WS-C1
SECTION DETAIL 4"
MUDSILL ANCHOR STRAP, TYP.
THERMO-PLY SHEATHING
18" WIDE MYLAR COUNTER FLASH'G
FLASH & SEAL' FLASH'G:
BRICK VENEER
R-19 BAND BD. INSULATION
- CONTINUOUS
- HOLD T/ MYLAR :
4" OFF T/ SUBFLOOR @ 2x10 JSTS
AIR SPACE, TYPICAL
- 12" WIDE @ 2x8 JOISTS
1"
- HOLD BTM OF THERMO-PLY
1" BELOW T/ SUBFLOOR
APPROVED FASTENER
@ 3"o.c., TYPICAL
SILL SEALER, TYPICAL
- 18" WIDE @ 2x10 JSTS
- SEAL AROUND ALL PENETRATIONS
TYPICAL
4" @ 2x10's
2" @ 2x12's
2" OFF T/ SUBFLOOR @ 2x12 JSTS
CAULK @ SILL � TYPICAL
VERTICAL #4 RE-BARS
@ 18" O.C., VERTICAL SPACING
- MAINTAIN MINIMUM 2" COVER
- EXTEND 18" BELOW BTM/ CURB
BRICK VENEER @ LIMESTONE SILL w/ 1x TRIM
SCALE: 3" = 1'-0"
SECTION DETAIL
1"±
1
4 "
MIN.
HORIZONTAL SIDING, TYPICAL
2" x 3" METAL DRIP FLASHING, TYP.
- w/ 1" HEM
- NAIL TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
2
1
4" x 5" LIMESTONE SILL, TYP.
- PULL BTM. 1"±
- SLOPE
1
4" MIN.
SIDING STARTER STRIP, TYP.
DRIP EDGE
- SET IN BED OF SEALANT
- NAIL & CAULK TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
1x TRIM BOARD
- REFER TO ELEVATIONS FOR SIZES AND
PROFILES
BRICK VENEER, TYPICAL
1"±
NOTE:
HEM OF FLASHING MUST FASTEN ONE
PIECE TO THE OTHER.
2"
1
2
"
1"
2"
3"
115°
2"
3"
BRICK VENEER @ LIMESTONE SILL
SCALE: 3" = 1'-0"
SECTION DETAIL
1";
1
4
"
MIN.
HORIZONTAL SIDING, TYPICAL
2" x 3" METAL DRIP FLASHING, TYP.
- w/ 1" HEM
- NAIL & CAULK TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
2
1
4" x 5" LIMESTONE SILL, TYP.
- PULL BTM. 1"±
- SLOPE
1
4" MIN.
SIDING STARTER STRIP, TYP.
BRICK VENEER, TYPICAL
1"±
NOTE:
HEM OF FLASHING MUST FASTEN ONE
PIECE TO THE OTHER.
2"
3"
2"
3"
115°
BRICK VENEER @ WALKOUT BRICK TO GRADE
SCALE: 3" = 1'-0"
THERMO-PLY SHEATHING
THICKNESS VARIES
REFER TO FOUNDATION PLAN
1
4 "
O.H.
BRICK VENEER
CAST-IN-PLACE CONCRETE
FOUNDATION SUBWALL:
- REFER TO FOUNDATION PLAN
FOR WALL THICKNESS
@ 24" O.C. HORIZONTAL
BRICK WEEPHOLES
AIR SPACE, TYPICAL
SECTION DETAIL
12" WIDE 'FLASH & SEAL' FLASH'G
- TOP OF FLASHING TO BE SEALED
w/ FIBERGLASS MESH & TAR, TYP.
HOLD THERMOPLY SHT'G
3/8" OFF T/ FOUNDATION
- CONTINUOUS, TYPICAL
CAULK @ SILL PLATE
SILL SEALER, TYPICAL
OF GRADE
APPROXIMATE LINE
@ 3"o.c., TYP.
APPROVED FASTENER
MUDSILL ANCHOR STRAP, TYP.
- OVERHANG FOUNDATION 1/4", TYP.
NOTE:
- w/ WEEP CARDS
HORIZONTAL SIDING @ BAND BOARD
SCALE: 3" = 1'-0"
2"
(MIN.)
1
8 "
3
1
2"
3
5
8"
THERMO-PLY SHEATHING
DOUBLE 2x4 TOP PLATE
THERMO-PLY SHEATHING
@ SECOND FLOOR
NOTE:
SECOND FLR THERMO-PLY
SHT'G TO OVERLAP FIRST FLR
THERMO-PLY SHT'G 2" MINIMUM.
@ FIRST FLOOR
R-19 BAND BD. INSULATION
HORIZONTAL SIDING
TYPICAL
- CONTINUOUS
SECTION DETAIL
APPROVED FASTENER
@ 3"o.c., TYPICAL
8" @ 2x10's
6" @ 2x12's
HOLD T/ POLY FLASH'G AT:
8" OFF T/ SUBFLOOR FOR 2x10 JSTS.
6" OFF T/ SUBFLOOR FOR 2x12 JSTS
APPROVED FASTENER
@ 12"o.c. IN BTM 1/3 OF BAND BD.
APPROVED FASTENER
@ 3"o.c., TYPICAL
24" POLY FLASHING @ SECOND
FLR. BAND BD.
- EXTEND PAST BTM OF 2nd FLR
SHT'G, TYPICAL
INDIANAPOLIS DIVISION
BRICK VENEER @ CONC. FOUNDATION WALL
SCALE: 3" = 1'-0"
THERMO-PLY SHEATHING
FLASH & SEAL' FLASH'G:
THICKNESS VARIES
REFER TO FOUNDATION PLAN
BRICK VENEER
CAST-IN-PLACE CONCRETE
FOUNDATION WALL:
- REFER TO FOUNDATION PLAN
FOR WALL THICKNESS
@ 24" O.C. HORIZONTAL
BRICK WEEPHOLES
AIR SPACE, TYPICAL
- SEAL AROUND ALL PENETRATIONS, TYP.
SECTION DETAIL
MUDSILL ANCHOR STRAP, TYP.
1"
- HOLD BTM OF THERMO-PLY
1" BELOW T/ SUBFLOOR
APPROVED FASTENER
@ 3"o.c., TYPICAL
SILL SEALER, TYPICAL
- 18" WIDE
4" @ 2x10's
2" @ 2x12's
18" WIDE MYLAR COUNTER FLASH'G
R-19 BAND BD. INSULATION
- CONTINUOUS
- HOLD T/ MYLAR :
4" OFF T/ SUBFLOOR @ 2x10 JSTS
2" OFF T/ SUBFLOOR @ 2x12 JSTS
- w/ WEEP CARDS
(2) COATS SPRAY-APPLICATION
BITUMINOUS DAMPPROOFING:
- APPLIED TO CURB & BELOW GRADE
- REFER TO FOUNDATION PLAN
FOR INFORMATION REGARDING
WATERPROOFING
4"
8"
VERTICAL #4 RE-BARS
@ 18" O.C., VERTICAL SPACING
- MAINTAIN MINIMUM 2" COVER
- EXTEND 18" BELOW BTM/ CURB
10
8"
AIR SPACE, TYPICAL
BRICK VENEER
THERMO-PLY SHEATHING
3
8
"
SILL SEALER, TYPICAL
@ 3"o.c., TYP.
APPROVED FASTENER
- HOLD 3/8" (MIN.) ABOVE T/FOUNDATION
BRICK VENEER @ GARAGE FOUNDATION WALL
SCALE: 3" = 1'-0"
SECTION DETAIL
FLASH & SEAL' FLASH'G:
CAST-IN-PLACE CONCRETE
FOUNDATION WALL:
- REFER TO FOUNDATION PLAN
FOR WALL THICKNESS
VERTICAL #4 RE-BARS
@ 18" O.C., VERTICAL SPACING
- MAINTAIN MINIMUM 2" COVER
- EXTEND 18" BELOW BTM/ CURB
4"
8"
- SEAL AROUND ALL PENETRATIONS, TYP.
- 18" WIDE
NOTE:
GLUE TOP AND SIDES OF THERMO-PLY SHEATHING ONLY! DO NOT GLUE THE FIELD! AT THE LAP GLUE THE
FIRST SHEET TO THE STUDS. DO NOT GLUE THE SECOND SHEET TO THE FIRST SHEET. NAIL THE TOP, BOTTOM,
AND SIDES OF SHEATHING @ 3"o.c. NAIL THE FIELD @ 3"o.c. w/ APPROVED FASTENERS. NOTE : GLUE IS NOT
REQUIRED FOR CODE COMPLIANCE. NOTE: FASTENING OF THERMO-PLY SHEATHING TO BAND BOARD IS NOT
REQUIRED FOR CODE COMPLIANCE WITH WALL BRACING CRITERIA. NOMINAL 12" o.c. FASTENER SPACING IS
SUFFICIENT FOR ATTACHMENT.
4
1
2 "
(FROM SHT'G)
3
5
8"
1"
1
8"
3
1
2"
8
1
4"
ENLARGED SOFFIT DETAIL w/ BRICK VENEER
SCALE: 3" = 1'-0"
5/4 BLOCKING
2x4 BLK'G LADDER
BRICK VENEER
- 2" WIDE RIPPERS
6
3
8
"±
@ 24"o.c.,TYPICAL
1x2 NAILER
1
2
2
2
1x2 NAILER
1
2
FIBERGLASS / ASPHALT SHINGLES:
- w/ 15# ROOF FELT
7/16" O.S.B. ROOF SHEATHING:
- w/ PLY-CLIPS
1x8 GUTTER BOARD
ALUMINUM GUTTER
THERMO-PLY SHEATHING
APPROVED FASTENER
@ 3"o.c., TYPICAL
2x2 NAILER
3
8" SOFFIT:
- w/ ALUMINUM VENT @ 48" O.C.
15
8" BARGE MOULD
1
2" x 9
1
2" HARDBOARD FRIEZE:
- TRIM TO MATCH WINDOW
HEADER HEIGHTS
FOR GLUING AND NAILING
- REFER TO NOTE, THIS SHEET
1'-0" OVERHANG
(UNLESS OTHERWISE NOTED ON PLANS)
6" HEEL CUT
(UNLESS OTHERW
ISE
NOTED ON PLANS
)
01-13-11
ENLARGED SOFFIT DTL. w/ HORIZONTAL SIDING
SCALE: 3" = 1'-0"
'J' CHANNEL w/
HORIZONTAL SIDING
TYPICAL
FINISH TRIM, TYP.
2
2
FIBERGLASS / ASPHALT SHINGLES:
- w/ 15# ROOF FELT
7/16" O.S.B. ROOF SHEATHING:
- w/ PLY-CLIPS
1x8 GUTTER BOARD
ALUMINUM GUTTER
THERMO-PLY SHEATHING
APPROVED FASTENER
@ 3"o.c., TYPICAL
2x2 NAILER
3
8" SOFFIT:
- w/ ALUMINUM VENT @ 48" O.C.
1
5
8" BARGE MOULD
FOR GLUING AND NAILING
- REFER TO NOTE, THIS SHEET
1'-0" OVERHANG
(UNLESS OTHERWISE NOTED ON PLANS)
6" HEEL CUT
(UNLESS OTHERW
ISE
NOTED ON PLANS
)
1
2" x 9
1
2" HARDBOARD FRIEZE:
- TRIM TO MATCH WINDOW
HEADER HEIGHTS 01-13-11
REASON FOR PLOT: PLOT DATE:
Job No.
Sheet No.
IN
NEW RESIDENCE FOR:
HOMESITE NO.
C
FISCHER SINGLE FAMILY HOMES II, LLC.
6602 EAST 75TH
STREET
INDIANAPOLIS, IN
46250
PH (317) 348-25
00
FIELD SPEC HOTLINE: (859) 344-7100
COPYRIGHT
ALL RIGHTS RESERVED
FISCHER HOMES, Inc.
HOME TYPE:
PLAN NO.
EXTERIOR:
---- 5/18/2011 3:07 PM
LSP-162
MARKET HOME
13938 TWIN LAKES CIRCLE WEST
KELLER
F560
CM
LAKESIDE PARK
HAMILTON CO., IN
162
03-2011
TJE
2010
859.344.5973
05.10.11
ELIZABETH MCCARTY
FOUNDERS COLLECTION
WS-B2
1" THICK RIGID INSULATION
- 24" DEPTH
- @ ALL AREAS WHERE
GRADE COVERS 30" OR LESS
OF THE FDN. WALL ABOVE
THE T/ SLAB
FOOTING WIDTH
VARIES PER PLAN
- w/ WEEP CARDS
3" Ø DRAIN TILE:
- THRU SUBWALL @ 6'-0" O.C.
- PLACE @ BOTTOM OF SUBWALL
SECTION - BRICK GABLE / END WALL
SCALE: 3/4" = 1'-0"
@ 16" O.C.
PRE-ENGINEERED WD.
ROOF TRUSSES:
DBL. 2x4 TOP PLATE
@ 24" O.C.
GABLE w/ STUDS
7/16" O.S.B. ROOF
SHEATHING
2x4 CONTINUOUS
1x8 RAKE BOARD
- REFER TO NOTES ON SECTIONS
BRICK VENEER:
THERMO-PLY SHEATHING: (STRUCTURAL
& WATER REPELLENT)
-GABLE SHT'G TO OVERLAP WALL SHT'G
2" MINIMUM.
R-38 BLOWN-IN INSUL.
- UNLESS NOTED
OTHERWISE ON PLAN
4
1
2 "
HORIZONTAL SIDING
METAL FLASHING
2x10 BLOCKING
CANT.
- SPECIFIC TO ELEVATIONS, SHT A1.0
1x BAND BOARD:
4
1
2"
- REFER TO NOTES ON SECTIONS
BRICK VENEER:
@ 16" O.C.
PRE-ENGINEERED WD.
ROOF TRUSSES:
@ 24" O.C.
GABLE w/ STUDS
7/16" O.S.B. ROOF
SHEATHING
1x8 RAKE BOARD
1x6 BACK-UP
1
1
2
"±
SECTION - SIDED GABLE OVER BRICK
SCALE: 3/4" = 1'-0"
(STRUCTURAL & WATER REPELLENT)
THERMO-PLY SHEATHING
(STRUCTURAL & WATER REPELLENT)
THERMO-PLY SHEATHING
THERMO-PLY SHT'G
CONT. @ UNDERSIDE
OF BLK'G, TYP.
R-38 BLOWN-IN INSUL.
- UNLESS NOTED
OTHERWISE ON PLAN
7'-8
1
2" OR 8'-8
1
2"
UNBRACED WALL HEIGHT
8'-0" OR 9'-0"
(REFER TO FOUNDATION PLANS)
3
1
2"
T/ FOOTING
T/ SLAB
SCALE: 3/4" = 1'-0"
WALL SECTION - FDN. BRICK CURBS UP TO 48"
VERTICAL #4 RE-BARS:
- MAINTAIN MINIMUM 2" COVER
@ 18" O.C., VERTICAL SPACING
2'-0"
MAXIMUM DEPTH
FOR 8" THICK WALL
4"
CURB
T/ FDN. WALL
24" O.C. VERT. (9 COURSES)
16" O.C. HORIZONTAL
- w/ METAL WALL TIES @
BRICK VENEER:
NO RE-BAR IS REQUIRED IN 10"
FOUNDATION WALLS w/ A 4"w
CURB AND 6"w STEM WALL.
MAXIMUM DEPTH OF BRICK CURB
IN A 10" THICK WALL IS 48".
GRAVEL FILL
NOTE:
EXTEND VERTICAL RE-BARS
18" BELOW BTM./ BRICK CURB
8"x18" CONCRETE FOOTING:
(UNLESS NOTED OTHERWISE)
- w/ (2) #4 RE-BARS, CONT.
3" Ø DRAIN TILE:
- THRU FOOTING @ 6'-0" O.C.
- PLACE @ BOTTOM OF FT'G.
CONC. FOUNDATION WALL
8" THICK CAST-IN-PLACE
WATERPROOFING
(2) COATS SPRAY-
APPLICATION BITUMINOUS
- APPLIED BELOW GRADE
- REFER TO FOUNDATION PLAN
FOR INFORMATION REGARDING
DAMPPROOFING:
@ 24" O.C. HORIZONTAL
BRICK WEEPHOLES
- w/ WEEP CARDS
1'-0"
@ 16" o.c.
PRE-ENGINEERED WD.
ROOF TRUSSES:
DBL. 2x4 TOP PLATE
@ 24" o.c.
GABLE w/ STUDS
7/16" O.S.B. ROOF
SHEATHING
3/8" SOFFIT
1x8 RAKE BOARD
3/4" = 1'-0"
SECT - BRICK GABLE/END WALL w/ 12" EXT. RAKE
SCALE:
THERMO-PLY SHEATHING:
(STRUCTURAL & WATER REPELLENT)
- GABLE SHT'G TO OVERLAP WALL SHT'G 2" MIN.
- 2x6 BLOCKS @ 24" o.c. ON 1x6's
GABLE EXTENSION:
@ 3" o.c., TYP.
APPROVED FASTENER
R-38 BLOWN-IN INSUL.
- UNLESS NOTED
OTHERWISE ON PLAN
4
1
2"
- ON 2x4 BLOCKS @ 24" O.C.
1x8 GABLE FRIEZE:
- ON 2" WIDE 5/4 NAILERS
- REFER TO NOTES ON SECTIONS
BRICK VENEER:
4
1
2"
PER
PLAN
@ 16" O.C.
PRE-ENGINEERED WD.
ROOF TRUSSES:
DBL. 2x4 TOP PLATE
@ 24" O.C.
GABLE w/ STUDS
7/16" O.S.B. ROOF
SHEATHING
- 2x6 BLOCKS @ 24" O.C.
ON 1x6's
- ON 2x4 BLOCKS @ 24" O.C.
1x8 GABLE FRIEZE:
GABLE EXTENSION:
- REFER TO NOTES ON SECTIONS
BRICK VENEER:
- ON 2" WIDE 5/4 NAILERS
1x8 RAKE BOARD
3/4" = 1'-0"
SECTION - BRICK GABLE w/ EXTENDED RAKE
SCALE:
THERMO-PLY SHEATHING:
(STRUCTURAL & WATER REPELLENT)
-GABLE SHT'G TO OVERLAP WALL SHT'G 2" MIN.
3
8" SOFFIT
1
5
8" BARGE MOULD
NOTE: FRONT TURNED GABLES ONLY
- REFER TO ELEVATION
R-38 BLOWN-IN INSUL.
- UNLESS NOTED
OTHERWISE ON PLAN
09 5/4 NAILERS:
@ 24" O.C. HORIZONTAL
BRICK WEEPHOLES
24" O.C. VERT. (9 BRICK COURSES)
16" O.C. HORIZONTAL
- w/ METAL WALL TIES @
BRICK VENEER:
2x4 BLOCKS @ 24" O.C.
1x2 NAILERS
- 2" WIDE RIPPERS
WALL SECTION - 2 STORY BRICK
SCALE: 3/4" = 1'-0"
1
4"
O.H.
3
1
2" 7'-8
1
2" OR 8'-8
1
2"
UNBRACED WALL HEIGHT
8'-1" OR 9'-1"
- SEE FLOOR PLANS
9
7
8" or
11
7
8"
8'-1"
1
1
2"
PRE-ENGINEERED WOOD
@ 24" O.C.
ROOF TRUSSES:
7/16" O.S.B. ROOF SHEATHING:
FIBERGLASS / ASPHALT SHINGLES:
- w/ 15# ROOF FELT
- w/ PLY-CLIPS
8'-0" OR 9'-0"
(REFER TO FOUNDATION PLANS)
INSULATION BAFFLE
T/ FOOTING
T/ SLAB
T/ FDN. WALL
1st FLR. SUBFLR.
2nd FLR. SUBFLR.
6 MIL POLY VAPOR
BARRIER
FINISH GRADE - VARIES
- SEE EXTERIORS, SHEET # A1.0
- HOLD DOWN MIN. 8 1/2"
FROM TOP OF WALL
- CONTINUOUS ALONG
R-19 BATT INSULATION:
BAND BOARDS
FLASHING
DBL. 2x4 TOP PLATE
2x2 NAILER
DBL. 2x4 TOP PLATE
1x8 GUTTER BOARD:
- w/ ALUMINUM GUTTER
(STRUCTURAL & WATER REPELLENT)
THERMO-PLY SHEATHING
(STRUCTURAL & WATER REPELLENT)
THERMO-PLY SHEATHING
- w/ R-13 KRAFT FACED
2x4 FRAME WALL:
BATT INSULATION
- w/ R-13 KRAFT FACED
2x4 FRAME WALL:
BATT INSULATION
8" THICK CAST-IN-PLACE
2x4 KEY-WAY IN FOOTING
- OTHERWISE PROVIDE CONTINUOUS
POUR BASEMENT SLAB BEFORE
NOTE:
BACKFILLING
CONCRETE FOUNDATION WALL:
FOUNDATION PLAN
- UNLESS NOTED OTHERWISE ON
PERIMETER OF FDN.
- CONTINUOUS AROUND
- MINIMUM 2" COVERING
(2) #4 RE-BARS:
BITUMINOUS ASPHALT ALL WALL
TIES, CONTROL JOINTS, & COLD
JOINTS.
- SPRAY APPLY (2) COATS
BITUMINOUS DAMPROOFING
BELOW GRADE,TYPICAL.
- REFER TO FOUND. PLAN FOR
WATERPROOFING INFO. IF
REQUIRED.
GRAVEL FILL
8"x18" CONCRETE FOOTING:
(UNLESS NOTED OTHERWISE)
- IN EA. TRUSS SPACE
R-19 BATT INSULATION:
- CONTINUOUS ALONG
BAND BOARDS
FOR SIZE OF JOISTS
2x No. 1 KD SOUTHERN
PINE FLOOR JOISTS:
- SEE FRAMING PLANS
@ 16" OR 19.2" O.C.
FOR SIZE OF JOISTS
2x No. 1 KD SOUTHERN
PINE FLOOR JOISTS:
- SEE FRAMING PLANS
@ 16" OR 19.2" O.C.
T/ 2nd FLR. DBL. TOP �
1
2" DRYWALL
1
2" DRYWALL
5
8" T&G O.S.B. SUBFLOOR:
- GLUED, NAILED, AND SCREWED
T/ 1st FLR. DBL. TOP �
1
2" DRYWALL
1
2" DRYWALL
5
8" T&G O.S.B. SUBFLOOR:
- GLUED, NAILED, AND SCREWED
9
7
8" or
11
7
8"
11
3
8" or
13
3
8"
4" Ø DRAIN TILE:
- EA. SIDE OF FOOTING
- w/ GRAVEL FILL
- PIPE TO DAYLIGHT
3
1
2" THICK CONCRETE
SLAB
- ON MIN. 4" GRAVEL BASE
2x4 PRESSURE-TREATED
SILL PLATE:
- STRAPPED TO FOUNDATION
PER MANUFACTURER'S
RECOMMENDATION
- APPLY CONTINUOUS POLY
SILL SEALER TO SILL �, TYP.
3
8" SOFFIT:
- w/ ALUMINUM VENT @ 48" O.C.
1
5
8" BARGE MOULD
8
1
2"
MIN.
APPROXIMATE 1" AIR SPACE TO
ALLOW FOR STANDARD
CONSTRUCTION TOLERANCES,
SUCH AS MORTAR PROTRUSION,
SQUARENESS OF FOUNDATION,
ETC. THE INTENT OF THE AIR
SPACE BEHIND THE BRICK VENEER
IS TO ALLOW MOISTURE THAT
ENTERS THE CAVITY TO MIGRATE
DOWN AND OUT THROUGH THE
BRICK WEEPHOLES.
- w/ WEEP CARDS
3" Ø DRAIN TILE:
- THRU FOOTING @ 6'-0" O.C.
- PLACE @ BOTTOM OF FT'G.
R-38 BLOWN-IN INSULATION
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
NOTE:
8'-0"h. FOUNDATION WALLS
- 8"thk. WALLS
- PROVIDE #4 REBARS SPACED
VERTICALLY @ 22" o.c. & (3)
#4 REBARS HORIZONTALLY
9'-0"h. FOUNDATION WALLS
- 10"thk. WALLS
- PROVIDE #4 REBARS SPACED
VERTICALLY @ 19" o.c. & (4)
#4 REBARS HORIZONTALLY
FOR 8' & 9' WALL HEIGHTS :
ONE HORIZ. BAR SHALL BE
WITHIN THE TOP 24", ONE IN
THE BOTTOM 24" w/ THE
REMAINING BARS EQUALLY
SPACED, MIN. 2" CONCRETE
COVER BTWN INSIDE FACE OF
WALL & FACE OF HORIZ. BARS
NOTE:
BASEMENT INSULATION NOT
SHOWN
- TYPE AND DEPTH VARIES
PER PLAN
- SEE NOTES ON FOUNDATION
PLAN FOR SPECIFIC INFO
8" REFER TO FLAGGED NOTE FOR NUMBER & SPACING OF HORIZONTAL REBARS 10"
VERTICAL #4 RE-BARS
@ 18" O.C., VERTICAL SPACING
- MAINTAIN MINIMUM 2" COVER
- EXTEND 18" BELOW BTM/ CURB
4
1
2"
1'-0" O.H.
(UNLESS
OTHERWISE
NOTED
ON PLANS)
6" HEEL CUT
(UNLESS
OTHERWISE
NOTED
ON PLANS)
1"
MIN.
1
2" x 9
1
2" HARDBOARD FRIEZE:
- TRIM TO MATCH WINDOW
HEADER HEIGHTS
- EXTEND 4
1
2" 01-13-11
8
1
2"
MIN.
SCALE:
WALL SECTION - HIGH BRICK / SIDING
3/4" = 1'-0"
1
4"
O.H.
8'-4
5
8" OR 9'-4
5
8" (2x10's)
8'-6
5
8" OR 9'-6
5
8" (2x12's)
8'-1
7
8"± OR 8'-1
7
8"± (2x10's)
8'-3 7
8"± OR 9'-3 7
8"± (2x12's)
-SEE EXTERIORS, SHEET A1.0
T/ WINDOW
2
3
4"±
1"
9
7
8" or
11
7
8"
8'-1"
PRE-ENGINEERED WOOD
@ 24" O.C.
ROOF TRUSSES:
7/16" O.S.B. ROOF SHEATHING:
FIBERGLASS / ASPHALT SHINGLES:
- w/ 15# ROOF FELT
- w/ PLY-CLIPS
R-38 BLOWN-IN INSULATION
INSULATION BAFFLE
MIN.
2nd FLR. SUBFLR.
2x2 NAILER
DBL. 2x4 TOP PLATE
HORIZONTAL SIDING
"J" CHANNEL w/
1x8 GUTTER BOARD:
- w/ ALUMINUM GUTTER
(STRUCTURAL & WATER REPELLENT)
THERMO-PLY SHEATHING
- w/ R-13 KRAFT FACED
2x4 FRAME WALL:
BATT INSULATION
- IN EA. TRUSS SPACE
FINISH TRIM, TYP.
R-19 BATT INSULATION:
- CONTINUOUS ALONG
BAND BOARDS
FOR SIZE OF JOISTS
2x No. 1 KD SOUTHERN
PINE FLOOR JOISTS:
- SEE FRAMING PLANS
@ 16" OR 19.2" O.C.
T/ 2nd FLR. DBL. TOP �
1
2" DRYWALL
1
2" DRYWALL
5
8" T&G O.S.B. SUBFLOOR:
- GLUED, NAILED, AND SCREWED
T/ 1st FLR. DBL. TOP �
3
8" SOFFIT:
- w/ ALUMINUM VENT @ 48" O.C.
1
5
8" BARGE MOULD
@ 24" O.C. HORIZONTAL
BRICK WEEPHOLES
24" O.C. VERT. (9 BRICK COURSES)
16" O.C. HORIZONTAL
- w/ METAL WALL TIES @
BRICK VENEER:
3
1
2" 7'-8
1
2" OR 8'-8
1
2"
UNBRACED WALL HEIGHT
8'-1" OR 9'-1"
- SEE FLOOR PLANS
1
1
2"
8'-0" OR 9'-0"
(REFER TO FOUNDATION PLANS)
T/ FOOTING
T/ SLAB
T/ FDN. WALL
1st FLR. SUBFLR.
FINISH GRADE - VARIES
- SEE EXTERIORS, SHEET # A1.0
- HOLD DOWN MIN. 7"
FROM TOP OF WALL
- CONTINUOUS ALONG
R-19 BATT INSULATION:
BAND BOARDS
FLASHING
DBL. 2x4 TOP PLATE
(STRUCTURAL & WATER REPELLENT)
THERMO-PLY SHEATHING
- w/ R-13 KRAFT FACED
2x4 FRAME WALL:
BATT INSULATION
8" THICK CAST-IN-PLACE
2x4 KEY-WAY IN FOOTING
- OTHERWISE PROVIDE CONTINUOUS
POUR BASEMENT SLAB BEFORE
NOTE:
BACKFILLING
CONCRETE FOUNDATION WALL:
FOUNDATION PLAN
- UNLESS NOTED OTHERWISE ON
PERIMETER OF FDN.
- CONTINUOUS AROUND
- MINIMUM 2" COVERING
(2) #4 RE-BARS:
BITUMINOUS ASPHALT ALL WALL
TIES, CONTROL JOINTS, & COLD
JOINTS.
- SPRAY APPLY (2) COATS
BITUMINOUS DAMPROOFING
BELOW GRADE,TYPICAL.
- REFER TO FOUND. PLAN FOR
WATERPROOFING INFO. IF
REQUIRED.
GRAVEL FILL
8"x18" CONCRETE FOOTING:
(UNLESS NOTED OTHERWISE)
FOR SIZE OF JOISTS
2x No. 1 KD SOUTHERN
PINE FLOOR JOISTS:
- SEE FRAMING PLANS
@ 16" OR 19.2" O.C.
1
2" DRYWALL
1
2" DRYWALL
5
8" T&G O.S.B. SUBFLOOR:
- GLUED, NAILED, AND SCREWED
9
7
8" or
11
7
8"
11
3
8" or
13
3
8"
2x4 PRESSURE-TREATED
SILL PLATE:
- STRAPPED TO FOUNDATION
PER MANUFACTURER'S
RECOMMENDATION
- APPLY CONTINUOUS POLY
SILL SEALER TO SILL �, TYP.
2" x 3" METAL DRIP FLASHING, TYP.
- w/ 1" HEM
- NAIL TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
21
4" x 5" LIMESTONE SILL, TYP.
- PULL BTM. 1"±
- SLOPE 1
4" MIN.
APPROXIMATE 1" AIR SPACE TO
ALLOW FOR STANDARD
CONSTRUCTION TOLERANCES,
SUCH AS MORTAR PROTRUSION,
SQUARENESS OF FOUNDATION,
ETC. THE INTENT OF THE AIR
SPACE BEHIND THE BRICK VENEER
IS TO ALLOW MOISTURE THAT
ENTERS THE CAVITY TO MIGRATE
DOWN AND OUT THROUGH THE
BRICK WEEPHOLES.
- w/ WEEP CARDS
3" Ø DRAIN TILE:
- THRU FOOTING @ 6'-0" O.C.
- PLACE @ BOTTOM OF FT'G.
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
6 MIL POLY VAPOR
BARRIER
4" Ø DRAIN TILE:
- EA. SIDE OF FOOTING
- w/ GRAVEL FILL
- PIPE TO DAYLIGHT
3
1
2" THICK CONCRETE
SLAB
- ON MIN. 4" GRAVEL BASE
NOTE:
8'-0"h. FOUNDATION WALLS
- 8"thk. WALLS
- PROVIDE #4 REBARS SPACED
VERTICALLY @ 22" o.c. & (3)
#4 REBARS HORIZONTALLY
9'-0"h. FOUNDATION WALLS
- 10"thk. WALLS
- PROVIDE #4 REBARS SPACED
VERTICALLY @ 19" o.c. & (4)
#4 REBARS HORIZONTALLY
FOR 8' & 9' WALL HEIGHTS :
ONE HORIZ. BAR SHALL BE
WITHIN THE TOP 24", ONE IN
THE BOTTOM 24" w/ THE
REMAINING BARS EQUALLY
SPACED, MIN. 2" CONCRETE
COVER BTWN INSIDE FACE OF
WALL & FACE OF HORIZ. BARS
NOTE:
BASEMENT INSULATION NOT
SHOWN
- TYPE AND DEPTH VARIES
PER PLAN
- SEE NOTES ON FOUNDATION
PLAN FOR SPECIFIC INFO
8" REFER TO FLAGGED NOTE FOR NUMBER & SPACING OF HORIZONTAL REBARS 10"
VERTICAL #4 RE-BARS
@ 18" O.C., VERTICAL SPACING
- MAINTAIN MINIMUM 2" COVER
- EXTEND 18" BELOW BTM/ CURB
1'-0" O.H.
(UNLESS
OTHERWISE
NOTED
ON PLANS)
6" HEEL CUT
(UNLESS
OTHERWISE
NOTED
ON PLANS)
1
2" x 9
1
2" HARDBOARD FRIEZE:
- TRIM TO MATCH WINDOW
HEADER HEIGHTS
01-13-11
SCALE:
WALL SECTION - LOW BRICK / SIDING
3/4" = 1'-0"
8
1
2"
MIN.
4'-8" 2
3
4"±
1"
9
7
8" or
11
7
8" 8'-1"
PRE-ENGINEERED WOOD
@ 24" O.C.
ROOF TRUSSES:
7/16" O.S.B. ROOF SHEATHING:
FIBERGLASS / ASPHALT SHINGLES:
- w/ 15# ROOF FELT
- w/ PLY-CLIPS INSULATION BAFFLE
MIN.
2nd FLR. SUBFLR.
2x2 NAILER
DBL. 2x4 TOP PLATE
HORIZONTAL SIDING
"J" CHANNEL w/
1x8 GUTTER BOARD:
- w/ ALUMINUM GUTTER
(STRUCTURAL & WATER REPELLENT)
THERMO-PLY SHEATHING
- w/ R-13 KRAFT FACED
2x4 FRAME WALL:
BATT INSULATION
- IN EA. TRUSS SPACE
FINISH TRIM, TYP.
R-19 BATT INSULATION:
- CONTINUOUS ALONG
BAND BOARDS
FOR SIZE OF JOISTS
2x No. 1 KD SOUTHERN
PINE FLOOR JOISTS:
- SEE FRAMING PLANS
@ 16" OR 19.2" O.C.
T/ 2nd FLR. DBL. TOP �
1
2" DRYWALL
1
2" DRYWALL
5
8" T&G O.S.B. SUBFLOOR:
- GLUED, NAILED, AND SCREWED
T/ 1st FLR. DBL. TOP �
3
8" SOFFIT:
- w/ ALUMINUM VENT @ 48" O.C.
1
5
8" BARGE MOULD
@ 24" O.C. HORIZONTAL
BRICK WEEPHOLES
24" O.C. VERT. (9 BRICK COURSES)
16" O.C. HORIZONTAL
- w/ METAL WALL TIES @
4'-0"h. BRICK VENEER:
3
1
2" 7'-8
1
2" OR 8'-8
1
2"
UNBRACED WALL HEIGHT
8'-1" OR 9'-1"
- SEE FLOOR PLANS
1
1
2"
8'-0" OR 9'-0"
(REFER TO FOUNDATION PLANS)
T/ FOOTING
T/ SLAB
T/ FDN. WALL
1st FLR. SUBFLR.
FINISH GRADE - VARIES
- SEE EXTERIORS, SHEET # A1.0
- HOLD DOWN MIN. 8 1/2"
FROM TOP OF WALL
- CONTINUOUS ALONG
R-19 BATT INSULATION:
BAND BOARDS
FLASHING
DBL. 2x4 TOP PLATE
(STRUCTURAL & WATER REPELLENT)
THERMO-PLY SHEATHING
- w/ R-13 KRAFT FACED
2x4 FRAME WALL:
BATT INSULATION
8" THICK CAST-IN-PLACE
2x4 KEY-WAY IN FOOTING
- OTHERWISE PROVIDE CONTINUOUS
POUR BASEMENT SLAB BEFORE
NOTE:
BACKFILLING
CONCRETE FOUNDATION WALL:
FOUNDATION PLAN
- UNLESS NOTED OTHERWISE ON
PERIMETER OF FDN.
- CONTINUOUS AROUND
- MINIMUM 2" COVERING
(2) #4 RE-BARS:
BITUMINOUS ASPHALT ALL WALL
TIES, CONTROL JOINTS, & COLD
JOINTS.
- SPRAY APPLY (2) COATS
BITUMINOUS DAMPROOFING
BELOW GRADE,TYPICAL.
- REFER TO FOUND. PLAN FOR
WATERPROOFING INFO. IF
REQUIRED.
GRAVEL FILL
8"x18" CONCRETE FOOTING:
(UNLESS NOTED OTHERWISE)
FOR SIZE OF JOISTS
2x No. 1 KD SOUTHERN
PINE FLOOR JOISTS:
- SEE FRAMING PLANS
@ 16" OR 19.2" O.C.
1
2" DRYWALL
1
2" DRYWALL
5
8" T&G O.S.B. SUBFLOOR:
- GLUED, NAILED, AND SCREWED
9
7
8" or
11
7
8"
11
3
8" or
13
3
8"
2x4 PRESSURE-TREATED
SILL PLATE:
- STRAPPED TO FOUNDATION
PER MANUFACTURER'S
RECOMMENDATION
- APPLY CONTINUOUS POLY
SILL SEALER TO SILL �, TYP.
2" x 3" METAL DRIP FLASHING, TYP.
- w/ 1" HEM
- NAIL TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
2
1
4" x 5" LIMESTONE SILL, TYP.
- PULL BTM. 1"±
- SLOPE
1
4" MIN.
APPROXIMATE 1" AIR SPACE TO
ALLOW FOR STANDARD
CONSTRUCTION TOLERANCES,
SUCH AS MORTAR PROTRUSION,
SQUARENESS OF FOUNDATION,
ETC. THE INTENT OF THE AIR
SPACE BEHIND THE BRICK VENEER
IS TO ALLOW MOISTURE THAT
ENTERS THE CAVITY TO MIGRATE
DOWN AND OUT THROUGH THE
BRICK WEEPHOLES.
- w/ WEEP CARDS
3" Ø DRAIN TILE:
- THRU FOOTING @ 6'-0" O.C.
- PLACE @ BOTTOM OF FT'G.
R-38 BLOWN-IN INSULATION
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
6 MIL POLY VAPOR
BARRIER
4" Ø DRAIN TILE:
- EA. SIDE OF FOOTING
- w/ GRAVEL FILL
- PIPE TO DAYLIGHT
3
1
2" THICK CONCRETE
SLAB
- ON MIN. 4" GRAVEL BASE
NOTE:
8'-0"h. FOUNDATION WALLS
- 8"thk. WALLS
- PROVIDE #4 REBARS SPACED
VERTICALLY @ 22" o.c. & (3)
#4 REBARS HORIZONTALLY
9'-0"h. FOUNDATION WALLS
- 10"thk. WALLS
- PROVIDE #4 REBARS SPACED
VERTICALLY @ 19" o.c. & (4)
#4 REBARS HORIZONTALLY
FOR 8' & 9' WALL HEIGHTS :
ONE HORIZ. BAR SHALL BE
WITHIN THE TOP 24", ONE IN
THE BOTTOM 24" w/ THE
REMAINING BARS EQUALLY
SPACED, MIN. 2" CONCRETE
COVER BTWN INSIDE FACE OF
WALL & FACE OF HORIZ. BARS
NOTE:
BASEMENT INSULATION NOT
SHOWN
- TYPE AND DEPTH VARIES
PER PLAN
- SEE NOTES ON FOUNDATION
PLAN FOR SPECIFIC INFO
8" REFER TO FLAGGED NOTE FOR NUMBER & SPACING OF HORIZONTAL REBARS 10"
1
4 "
O.H.
VERTICAL #4 RE-BARS
@ 18" O.C., VERTICAL SPACING
- MAINTAIN MINIMUM 2" COVER
- EXTEND 18" BELOW BTM/ CURB
1'-0" O.H.
(UNLESS
OTHERWISE
NOTED
ON PLANS)
6" HEEL CUT
(UNLESS
OTHERWISE
NOTED
ON PLANS)
1
2" x 9
1
2" HARDBOARD FRIEZE:
- TRIM TO MATCH WINDOW
HEADER HEIGHTS
01-13-11
REASON FOR PLOT: PLOT DATE:
Job No.
Sheet No.
IN
NEW RESIDENCE FOR:
HOMESITE NO.
C
FISCHER SINGLE FAMILY HOMES II, LLC.
6602 EAST 75TH STREET
INDIANAPOLIS, IN 46250
PH (317) 348-2500
FIELD SPEC HOTLINE: (859) 344-7100
COPYRIGHT
ALL RIGHTS RESERVED
FISCHER HOMES, Inc.
HOME TYPE:
PLAN NO.
EXTERIOR:
---- 5/18/2011 3:07 PM
LSP-162
MARKET HOME
13938 TWIN LAKES CIRCLE WEST
KELLER
F560
CM
LAKESIDE PARK
HAMILTON CO., IN
162
03-2011
TJE
2010
859.344.5973
05.10.11
ELIZABETH MCCARTY
FOUNDERS COLLECTION
WS-B1
1x6 TRIM
- w/ (1) 2x4 & (1) 1x4
BACK-UP
4
1
4 " CROWN MOULD
5
1
4" BASE TRIM
3
1
2 " CASING
5
1
4 " BASE TRIM
3
1
2" CASING
5
1
4 " BASE TRIM
3
1
2" CASING
5
1
4 " BASE TRIM
3
1
2" CASING
5
1
4" BASE TRIM
3
1
2" CASING
5
1
4" BASE TRIM
3
1
2" CASING
03hSCALE:
ELEVATION "D" - DRYSTACK STONE SURROUND
1/2" = 1'-0"
2'-9
3
4"
2'-9
3
4"
3'-4" 1'-4
1
1'-4 2"±
1
2"±
6'-1"±
DRYSTACK STONE
SURROUND
- RETURN STONE TO
WALL
NOTE:
5
1
4" BASE TRIM &
3
1
2" CASING ARE
DELETED w/ DRYSTACK
STONE OPTION
8" 3'-4" 8"
4'-8"
8" 3'-4" 8"
4'-8"
8" 3'-4" 8"
4'-8"
8" 3'-4" 8"
4'-8"
8" 3'-4" 8"
4'-8"
8" 3'-4" 8"
4'-8"
8" 3'-4" 8"
4'-8"
5
1
4" BASE TRIM
3
1
2" CASING
03g
03f
03e
03d
03c
03b
03a
CERAMIC TILE (2x2)
SURROUND
CERAMIC TILE (2x4)
SURROUND
MARBLE or GRANITE
SURROUND
SCALE:
ELEVATION "D" - MARBLE / GRANITE SURROUND
1/2" = 1'-0"
CUT TILES
CERAMIC TILE (8x12)
SURROUND
SCALE:
ELEVATION "D" - 2x2 CERAMIC TILE SURROUND
1/2" = 1'-0"
CERAMIC 'THIN'
BRICK SURROUND
SCALE:
ELEVATION "D" - CERAMIC 'THIN' BRICK SURROUND
1/2" = 1'-0"
SCALE:
ELEVATION "D" - 8x12 CERAMIC TILE SURROUND
1/2" = 1'-0"
SCALE:
ELEVATION "D" - 2x4 CERAMIC TILE SURROUND
1/2" = 1'-0"
CERAMIC TILE (8x8)
SURROUND
SCALE:
ELEVATION "D" - 8x8 CERAMIC TILE SURROUND
1/2" = 1'-0"
CERAMIC TILE (4x4)
SURROUND
SCALE:
ELEVATION "D" - 4x4 CERAMIC TILE SURROUND
1/2" = 1'-0"
4'-6"
FINISH MANTEL HEIGHT
1x10 MDF MANTEL
- RIP TO 8
1
2 "w.
- w/ 1 1
4" BED MOULD EDGE
1x10 MDF MANTEL
- RIP TO 8
1
2 "w.
- w/ 1
1
4" BED MOULD EDGE
1x10 MDF MANTEL
- RIP TO 8
1
2"w.
- w/ 1 1
4" BED MOULD EDGE
1x10 MDF MANTEL
- RIP TO 8
1
2"w.
- w/ 1 1
4" BED MOULD EDGE
1x10 MDF MANTEL
- RIP TO 8
1
2"w.
- w/ 1 1
4" BED MOULD EDGE
1x10 MDF MANTEL
- RIP TO 8
1
2"w.
- w/ 1 1
4" BED MOULD EDGE
1x10 MDF MANTEL
- RIP TO 8
1
2"w.
- w/ 1
1
4" BED MOULD EDGE
1x10 MDF MANTEL
- RIP TO 8
1
2"w.
- w/ 1
1
4" BED MOULD EDGE
8"
1'-0
1
4"
8"
8" 8"
8"
4'-6"
FINISH MANTEL HEIGHT
1'-0
1
4 "
4'-6"
FINISH MANTEL HEIGHT
1'-0
1
4"
4'-6"
FINISH MANTEL HEIGHT
1'-0
1
4"
4'-6"
FINISH MANTEL HEIGHT
1'-0
1
4 "
4'-6"
FINISH MANTEL HEIGHT
1'-0
1
4"
4'-6"
FINISH MANTEL HEIGHT
1'-0
1
4"
4'-6"
FINISH MANTEL HEIGHT
1'-8
1
4 "
8'-1" CEILING HEIGHT
or 9'-1" CL'G. HEIGHT
3'-6"
ROUGH OPENING
4'-5"
FRAME MANTEL HEIGHT
2'-11" 1'-6"
ROUGH OPENING
3/4" = 1'-0"
FIREPLACE PLAN DETAIL - ELEVATION "D"
01 SCALE:
3/4" = 1'-0"
FIREPLACE SECTION DETAIL - ELEVATION "D"
02 SCALE:
NOTE:
REFER TO FLOOR PLAN
FOR INFO. REGARDING
HEARTH OPTION
LINE OF MANTEL ABOVE
COMBUSTION AIR
INTAKE IS PART OF
FLUE ASSEMBLY
1
2" DRYWALL
1x10 MDF MANTEL
- RIP TO 8
1
2"w.
- w/ 1 1
4" BED MOULD
EDGE
(1) 2x4 & (1) 1x4
5
1
4 " BASE TRIM
2x4 FRAME WALL
DBL. 2x4 HEADER
4'-6"
FINISH MANTEL HEIGHT
1"
3 4'-4"
1
2"
3 4'-0"
1
2"
COMBUSTION AIR
INTAKE IS PART OF
FLUE ASSEMBLY
3
1
2" CASING
3
1
2" CASING
5
1
4 " BASE TRIM
1x6 TRIM
4
1
4" CROWN MOULD
1x10 MDF MANTEL
- RIP TO 8
1
2"w.
- w/ 1 1
4" BED MOULD
EDGE
T
O
S
W
I
T
C
H
-
R
E
F
E
R
T
O
E
L
E
C
T
R
I
CA
L
/
T
R
I
M
P
L
A
N
F
O
R
E
X
A
C
T
L
O
C
A
T
I
O
N
NOTE:
SWITCH MUST BE LOCATED
MIN. 40" FROM CENTER OF
FIREPLACE OPENING
8
1
2"
GAS DIRECT VENT FIREPLACE
- HEATILATOR NOVUS
# NDV4236I
- RO: 42"w. x 35"h.
NOTE:
ELECTRICIAN TO PROVIDE
110v POWER SUPPLY TO
FIREPLACE
NOTE:
DO NOT USE THESE DETAILS FOR THE
OR FAMILY
ROOM INTERIOR CORNER FIREPLACE!!
6'-2
9
16"±
8
1
2"
4"±
4"±
REASON FOR PLOT: PLOT DATE:
Job No.
Sheet No.
IN
NEW RESIDENCE FOR:
HOMESITE NO.
C
FISCHER SINGLE FAMILY HOMES II, LLC.
6602 EAST 75TH STREET
INDIANAPOLIS, IN 46250
PH (317) 348-2500
FIELD SPEC HOTLINE: (859) 344-7100
COPYRIGHT
ALL RIGHTS RESERVED
FISCHER HOMES, Inc.
HOME TYPE:
PLAN NO.
EXTERIOR:
---- 5/18/2011 3:06 PM
LSP-162
MARKET HOME
13938 TWIN LAKES CIRCLE WEST
KELLER
F560
CM
LAKESIDE PARK
HAMILTON CO., IN
162
03-2011
TJE
2010
859.344.5973
05.10.11
ELIZABETH MCCARTY
FOUNDERS COLLECTION
FP1
TOP PLATE
2x FRAME WALL
SECTION DETAIL - GYP. BOARD / THERMOPLY
02 SCALE:
TOP PLATE
SECTION DETAIL -
1
2" GYPSUM BOARD (UNBLOCKED)
- FASTENERS TO BE #6 x 1
1
4" LONG
TYPE "W" DRYWALL SCREWS FASTENED
6"o.c. AROUND PERIMETER AND 12"o.c.
IN FIELD 11
2" LONG
3
8" HEAD .120"
DRYWALL NAILS FASTENED 6"o.c.
AROUND PERIMETER AND 7"o.c. IN
FIELD
2x FRAME WALL
3" = 1'-0"
3" = 1'-0" 3" = 1'-0"
3" = 1'-0"
.137" THERMOPLY EXTERIOR SHEATHING
(BLUE)
- FASTEN 3"o.c. ON PERIMETER AND IN
FIELD
- FASTENERS TO BE 1" CROWN x 1 1
4" LEG
STAPLES (16 GAUGE)
1
2" GYPSUM BOARD (UNBLOCKED)
- FASTEN 7"o.c. ON PERIMETER AND
FIELD
- FASTENERS TO BE TYPE "W" OR "S"
1
1
4" LONG SCREWS OR 1
1
2" LONG
3
8"
HEAD .120" DRYWALL NAILS
.137" THERMOPLY EXTERIOR SHEATHING
(BLUE)
- FASTEN 3"o.c. ON PERIMETER AND IN
FIELD
- FASTENERS TO BE 1" CROWN x 1
1
4" LEG
STAPLES (16 GAUGE)
.137" THERMOPLY EXTERIOR SHEATHING
(BLUE)
- FASTEN 3"o.c. ON PERIMETER AND IN
FIELD
- FASTENERS TO BE 1" CROWN x 1
1
4" LEG
STAPLES (16 GAUGE)
1
2" GYPSUM BOARD (UNBLOCKED)
- FASTENERS TO BE #6 x 1
1
4" LONG
TYPE "W" DRYWALL SCREWS FASTENED
6"o.c. AROUND PERIMETER AND 12"o.c.
IN FIELD 11
2" LONG
3
8" HEAD .120"
DRYWALL NAILS FASTENED 6"o.c.
AROUND PERIMETER AND 7"o.c. IN
FIELD
(1) ROW 16d @ 12"o.c.
SIDE WALL/ REAR OF GARAGE SHEAR TRANSFER
09 SCALE: 3" = 1'-0"
.137" THERMOPLY EXTERIOR SHEATHING
(BLUE)
- FASTEN 3"o.c. ON PERIMETER AND IN
FIELD
- FASTENERS TO BE 1" CROWN x 1 1
4" LEG
STAPLES (16 GAUGE)
EXTERIOR
PLAN DETAIL -
GARAGE
END NAIL REAR OF GARAGE WALL
STUD w/ (2) 16d NAILS @ 6" o.c.
STUD WALL @ REAR OF GARAGE
- 2x4 STUD WALL @ 16"o.c.
- HEIGHT PER PLAN
STUD WALL @ SIDE OF HOUSE
1
2" GYPSUM BOARD (UNBLOCKED)
- FASTEN 7"o.c. ON PERIMETER AND FIELD
- FASTENERS TO BE TYPE "W" OR 1
1
2" LONG
3
8"
HEAD .120" DRYWALL NAILS
INTERIOR
SIDE WALL/ REAR OF GARAGE SHEAR TRANSFER
08 SCALE: 3" = 1'-0"
.137" THERMOPLY EXTERIOR SHEATHING
(BLUE)
- FASTEN 3"o.c. ON PERIMETER AND IN
FIELD
- FASTENERS TO BE 1" CROWN x 1
1
4" LEG
STAPLES (16 GAUGE)
EXTERIOR
PLAN DETAIL -
GARAGE
END NAIL REAR OF GARAGE WALL INTO
2x FRAMING W/ (2) 16d @ 6"o.c.
STUD WALL @ REAR OF GARAGE
- 2x4 STUD WALL @ 16"o.c.
- HEIGHT PER PLAN
2x4 STUD @ WALL INTERSECTION FOR
SHEAR TRANSFER
- FASTEN W/ (2) 16d NAILS @ 6"o.C.
END NAIL THROUGH STUDS INTO
FRAMING W/ 16d @ 6"o.c.
STUD WALL @ SIDE OF HOUSE
1
2" GYPSUM BOARD (UNBLOCKED)
- FASTEN 7"o.c. ON PERIMETER AND FIELD
- FASTENERS TO BE TYPE "W" OR 1 1
2" LONG
3
8"
HEAD .120" DRYWALL NAILS
1
2" GYPSUM BOARD (UNBLOCKED)
- FASTEN 7"o.c. ON PERIMETER AND
FIELD
- FASTENERS TO BE TYPE "W" OR "S"
1
1
4" LONG SCREWS OR 1
1
2" LONG
3
8"
HEAD .120" DRYWALL NAILS
2x FRAME WALL
SECTION DETAIL - GYP. BOARD / GYP. BOARD
05 SCALE:
TOP PLATE
GYP. BOARD / THERMOPLY / GYP. BOARD
06 SCALE:
TOP PLATE
SECTION DETAIL -
2x FRAME WALL
3" = 1'-0" 3" = 1'-0"
1
2" GYPSUM BOARD (UNBLOCKED)
- FASTEN 7"o.c. ON PERIMETER AND
FIELD
- FASTENERS TO BE TYPE "W" OR "S"
1
1
4" LONG SCREWS OR 1
1
2" LONG
3
8"
HEAD .120" DRYWALL NAILS
.137" THERMOPLY EXTERIOR SHEATHING
(BLUE)
- FASTEN 3"o.c. ON PERIMETER AND IN
FIELD
- FASTENERS TO BE 1" CROWN x 1 1
4" LEG
STAPLES (16 GAUGE)
GARAGE
INTERIOR
GARAGE
INTERIOR
GARAGE GARAGE
INTERIOR INTERIOR
GARAGEINTERIOR
EXTERIOREXTERIOR
REASON FOR PLOT: PLOT DATE:
Job No.
Sheet No.
IN
NEW RESIDENCE FOR:
HOMESITE NO.
C
FISCHER SINGLE FAMILY HOMES II, LLC.
6602 EAST 75TH STREET
INDIANAPOLIS, IN 46250
PH (317) 348-2500
FIELD SPEC HOTLINE: (859) 344-7100
COPYRIGHT
ALL RIGHTS RESERVED
FISCHER HOMES, Inc.
HOME TYPE:
PLAN NO.
EXTERIOR:
---- 5/18/2011 3:06 PM
LSP-162
MARKET HOME
13938 TWIN LAKES CIRCLE WEST
KELLER
F560
CM
LAKESIDE PARK
HAMILTON CO., IN
162
03-2011
TJE
2010
859.344.5973
05.10.11
ELIZABETH MCCARTY
FOUNDERS COLLECTION
WB1
TO NOSING
3'-9"
(5) TREADS @ 9"
3'-11
1
2"
PLATFORM HT.
2'-10"
RAILING HT
36"h, WOOD GUARDRAIL
w/ BALUSTERS @ LESS THAN
4" SPHERICAL SPACING
TWO-WICSTORY FOYER MASTER
BASEMENT
BUILDING SECTION - THRU GARAGE / LAUNDRY / STUDY & BEDROOM 3 / HALL BATH / BEDROOM 2
02 SCALE: 1/4" = 1'-0"
(2) #4 RE-BARS:
- CONTINUOUS AROUND
PERIMETER OF FDN.
WALL & FTG.
37'-8
1
2"
TRUSS SPAN
12"
O.H.
12
6
2x4 FRAME WALL @ 16" o.c.
- w/ R-13 BATT INSULATION
9'-0" 9'-1" 9 8'-1"
7
11 8"
3
8"
T/ FOOTING
T/ 2nd FLR DBL TOP �
T/ FOUNDATION
T/ 1st FLR DBL TOP �
T/ 2nd FLR SUBFLR
T/ 1st FLR SUBFLOOR
2x4 FRAME WALL @ 16" o.c.
- w/ R-13 BATT INSULATION
12'-0"
STUDY
BASEMENT
12"
O.H.
5
1
2"
9'-3"
LAUNDRY
2x4 FRAME WALL @ 16" o.c.
- w/ R-13 BATT INSULATION
2x4 FRAME WALL @ 16" o.c.
- w/ R-13 BATT INSULATION
FAMILY ROOM
03
8'-8
5
8"
T/ 3016P WINDOW
6'-7
5
8 "
T/ 3050 WINDOW
6'-2
7
8"
T/ 2020P WINDOW
06
37'-8
1
2"
TRUSS SPAN
9'-0"
12 7"
1
8"
17'-8"
18'-0"
6'-4"
TO NOSING
T/ GARAGE FOOTING
T/ FOUNDATION
T/ GARAGE
DBL TOP �
THREE-CAR GARAGE
3'-0" 10'-0
3
8"
8'-8
5
8"
T/ 3056 WINDOW
05
BEDROOM 2
8'-10" 14'-1"
HALL BATH
13'-7
1
2"
BEDROOM 3
08 SOLARIUM SCALE: ROOF PLAN 1/4" = 1'-0"
12:12 PITCH
23±:12 TO CORNER
1'-0"
12:12 PITCH
12:12 PITCH
12:12 PITCH
12:12 PITCH
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
O.H.
07
04
12
6
NOTE:
FINISHABLE BASEMENT
STEPS, RISER/TREAD
ONLY - NO FLOORING.
REASON FOR PLOT: PLOT DATE:
Job No.
Sheet No.
IN
NEW RESIDENCE FOR:
HOMESITE NO.
C
FISCHER SINGLE FAMILY HOMES II, LLC.
6602 EAST 75TH STREET
INDIANAPOLIS, IN 46250
PH (317) 348-2500
FIELD SPEC HOTLINE: (859) 344-7100
COPYRIGHT
ALL RIGHTS RESERVED
FISCHER HOMES, Inc.
HOME TYPE:
PLAN NO.
EXTERIOR:
---- 5/18/2011 3:06 PM
LSP-162
MARKET HOME
13938 TWIN LAKES CIRCLE WEST
KELLER
F560
CM
LAKESIDE PARK
HAMILTON CO., IN
162
03-2011
TJE
2010
859.344.5973
05.10.11
ELIZABETH MCCARTY
FOUNDERS COLLECTION
A6.0
7
16"
FROM OUTSIDE OF FRAME
TO ℄ OF FIRST JOIST
19'-3
1
2"
2x12 SUBFLOOR ON 9'-10
7
8"h. FIRST FLOOR WALLS
15'-8"
LENGTH OF FLUSH BEAM
13'-0
1
2"
2x10 SUBFLOOR ON 9'-1"h. FIRST FLOOR WALLS
37'-8
1
2"
31'-10"
2x12 SUBFLOOR ON 9'-10
7
8"h. FIRST FLOOR WALLS
16'-0" 1'-9
1
16"1'-5
3
8" 25'-7
3
16" 1'-7
15
16"
FROM OUTSIDE OF FRAME
TO ℄ OF FIRST JOIST
48'-0"
DIMENSIONS ARE FRAME TO FRAME
4'-9
5
8" 1'-5
11
16 " 11'-2
3
8" 1'-7
15
16"
FROM OUTSIDE OF FRAME
TO ℄ OF FIRST JOIST
1'-5
3
4" 4'-0" 6'-0
1
4"
11'-6"
5'-6
1
2"
7'-5
1
2"
2'-3
1
2"
4'-0"
19'-5"
CLEAR SPAN
3
1
2"
5
1
2"
5'-1"
CLEAR SPAN
3
1
2"
5'-10"
CLEAR SPAN
5
1
2"
3
1
2"
3
1
2"
13'-2
1
4"
CLEAR SPAN
5
1
2 "
1'-9
1
4 "
CANT.
6'-4"
9'-11
1
2 "
1'-9
1
2"
2'-7
1
2"
2x12 BAND BOARD 2x10 BAND BOARD
2x10 BAND BOARD
2x12 x 20'-0" JOISTS @ 19.2" o.c. 2x12 x 20'-0" JOISTS @ 19.2" o.c.
2x10 x 16'-0" JOISTS @ 19.2" o.c.
2x12 x 8'-0" JOIST
2x10 x 18'-0" JOISTS
@ 19.2" o.c.
2x12 x 8'-0" JOIST @ 19.2" o.c.
2x12 x 8'-0" JOIST @ 19.2" o.c.
2x12 x 10'-0" JOIST @ 19.2" o.c.
2x12 x 12'-0" JOIST @ 19.2" o.c.
2x12 x 12'-0" JOIST @ 19.2" o.c.
2x12 x 6'-0" JOISTS
@ 19.2" o.c.
2x12 BAND BOARD
2x12 BAND BOARD
2x12 BAND BOARD
2x10 BAND BOARD
REVERSE LAP
FLUSH BEAM NOTE:
USE (2) 2x12 x 10'-3" AS FLUSH BEAM
- w/ (2) 2x4 J.S. @ EA. END
- SET BTM/ BEAM @ 8'-11" OFF
T/ SUBFLOOR
2x12 FLOOR JOIST NOTE:
NOTCH ENDS OF 2x12 JOISTS TO SIT
ON BEARING WALL / BEAM BELOW
- SEE STRUCTURAL NOTE # 11
AND TABLE S-1 ON SHEET GN
FOR ALLOWABLE NOTCH SIZES
FLUSH BEAM NOTE:
USE (2) 2x12 x 6'-0" AS FLUSH BEAM
- w/ (2) 2x4 J.S. @ EA. END
- SET BTM/ BEAM @ 9'-10
7
8" OFF
T/ SUBFLOOR
FLUSH BEAM NOTE:
USE (2) 1
3
4 " x 16" LVL's
w/ (5) 2x4 JACK STUDS @ EA. END
- CUT 2nd FLR WALL PANEL ABOVE
DOWN TO 7'-8
7
8 "
- SEE DTL. 05/A5.0
FLOOR SHEATHING
START POINT
REVERSE LAP
RADON
PIPE
2x12 x 8'-0" JOIST @ 19.2" o.c.
26'-6
1
2"
41'-8
1
2"
DIMENSIONS ARE FRAME TO FRAME
4'-0"
41'-8
1
2"
DIMENSIONS ARE FRAME TO FRAME
9'-10
1
2"
6'-9"
12'-2
1
2"
9
3
4" 9'-7
3
16" 1'-9
9
16"
10'-6
1
2"
2x10 BAND BOARD
2x10 x 14'-0" JOISTS @ 19.2" o.c.
3
1
2"
(2) 2x10 w/
1
2" FLITCH
FROM OUTSIDE OF FRAME
TO ℄ OF FIRST JOIST
8'-4
1
2" 39'-7
1
2"
18'-11
1
2"
20'-8"
1'-6
3
8"
12'-0"
CLEAR SPAN
5
1
2"
9'-3"
CLEAR SPAN
2x10 x 14'-0" JOISTS @ 19.2" o.c.
TRIM TO 12'-7" LONG
2x10 x 10'-0" JOISTS @ 19.2" o.c.
4'-3
1
2"
19'-7
1
4"
6'-9"
18'-6
3
4"
3" 3'-1
1
2" 3"
3'-8
1
2"
2x10 FLAT
2x10 2x10FLAT FLAT
2x10 FLAT
2x10 FLAT
2x10 FLAT
2x10 FLAT
2x10 FLAT
2x10 FLAT
DOUBLE JOIST
DOUBLE JOIST
R
1'-11
3
4"
16'-3
1
2"
2'-9
1
2"
1'-7
3
8"
15'-10
1
4"
4'-6
3
4"
REASON FOR PLOT: PLOT DATE:
Job No.
Sheet No.
IN
NEW RESIDENCE FOR:
HOMESITE NO.
C
FISCHER SINGLE FAMILY HOMES II, LLC.
6602 EAST 75TH STREET
INDIANAPOLIS, IN 46250
PH (317) 348-2500
FIELD SPEC HOTLINE: (859) 344-7100
COPYRIGHT
ALL RIGHTS RESERVED
FISCHER HOMES, Inc.
HOME TYPE:
PLAN NO.
EXTERIOR:
---- 5/18/2011 3:06 PM
LSP-162
MARKET HOME
13938 TWIN LAKES CIRCLE WEST
KELLER
F560
CM
LAKESIDE PARK
HAMILTON CO., IN
162
03-2011
TJE
2010
859.344.5973
05.10.11
ELIZABETH MCCARTY
FOUNDERS COLLECTION
A5.1
30'-8
3
4"
7'-11 5'-8"
7
8"
55'-11
7
8"
DIMENSIONS ARE FRAME TO FRAME
1'-7
3
4" 17'-7
3
16" 1'-6
7
16"
FROM OUTSIDE OF FRAME
TO ℄ OF FIRST JOIST
FROM OUTSIDE OF FRAME
TO ℄ OF FIRST JOIST
15'-5
3
4"
CLEAR SPAN
3
1
2"
5
1
2"
11'-3"
CLEAR SPAN
15'-5
3
4"
CLEAR SPAN
3
1
2"
5
1
2"
5'-9
1
4"
CLEAR SPAN
FLOOR SHEATHING
START POINT
3
1
2"
17'-7
3
4"
3'-11
7
8"
5
1
2"
5'-7
3
4"
11'-3
1
2"
3'-11 5'-8"
7
8"
14'-4
13
16 "
2x10 x 16'-0" JOISTS @ 19.2" o.c.
DOUBLE EVERY OTHER JOIST
2x10 x 16'-0" JOISTS @ 19.2" o.c.
5
1
2"
6'-4
3
4" 14'-3
1
4"
3
1
2"
1'-4
7
1'-10 8 "
1
4" 2'-9
1
8"
5
5
16"
4'-2
7
16" 4'-9
1
4" 7
1
2"
3'-10" 1'-10
3
8"
DOUBLE 2x10 x 12'-0" JOIST
DOUBLE 2x10 x 12'-0" JOIST @ 19.2" o.c.
DOUBLE 2x10 x 12'-0" JOIST @ 19.2" o.c.
DOUBLE 2x10 x 12'-0" JOIST
2x10 x 8'-0" JSTS @ 19.2" o.c.
2x10 x 12'-0" JOIST @ 19.2" o.c.
2x10 x 12'-0" JOIST @ 19.2" o.c.
2x10 x 12'-0" JOIST @ 19.2" o.c.
DOUBLE 2x10
DOUBLE 2x10
DOUBLE 2x10
DOUBLE 2x10 x 12'-0" JOIST
2x10 x 12'-0" JOIST
2x10 x 12'-0" JOIST @ 19.2" o.c.
2x10 x 12'-0" JOIST @ 19.2" o.c.
2x10 x 12'-0" JOIST @ 19.2" o.c.
TRIPLE 1
3
4" x 9
1
4" x 12'-0" LVL
2x10 x 8'-0" JOISTS @ 19.2" o.c.
DOUBLE 2x10
7'-6" 6" 12'-8
7
8"
8'-4"
STAIR OPENING
9
1
10'-8 4"
3
4 " 7'-6"
3'-7"
STAIR OPN'G
23'-10
1
2"
2x10 x 14'-0" JOIST @ 19.2" o.c.
2x10 x 12'-0" JOIST @ 19.2" o.c.
2x10 x 10'-0" JST @ 19.2" o.c.
2x10 x 6'-0" JST
@ 19.2" o.c.
2x10 x 8'-0" JST
@ 19.2" o.c.
2x10 x 6'-0" JST
@ 19.2" o.c.
2x10 x 10'-0" JOIST @ 19.2" o.c.
2x10 x 14'-0" JOIST @ 19.2" o.c.
2x10 x 16'-0" JOIST @ 19.2" o.c.
DOUBLE 2x10 x 18'-0" JOIST @ 19.2" o.c.
2x10 x 16'-0" JOIST @ 19.2" o.c.
2x10 x 16'-0" JOIST @ 19.2" o.c.
2x10 x 12'-0" JOIST @ 19.2" o.c.
2x10 x 10'-0" JOIST @ 19.2" o.c.
RADON PIPE
NOTE:
(4) WOOD GUSSETS
BELOW 2x10 FLAT
- BLOCKING IN (2) JOIST
SPACES BEHIND GUSSETS
2x10 BLOCKING
2x10 BLOCKING
DOUBLE 2x10
19'-5"
18'-11
1
2" 20'-8"
6'-9" 12'-2
1
2"
12
7
8"
1'-6
3
8"
6'-8"
9'-5
5
8"
3'-5"
13
15
16" 14'-4
13
16"
15 12"
7
8"
13'-5
3
4"
CLEAR SPAN
3
1
2"
14'-3"
2x10 x 14'-0" JOISTS @ 19.2" o.c.
DBL 2x10 x 4'-0"
JST @ 19.2" o.c.
2x10 x 12'-0" JOIST @ 19.2" o.c.
2x10 x 12'-0" JOIST @ 19.2" o.c.
2x10 x 12'-0" JOIST @ 19.2" o.c.
2x10 x 12'-0" JOIST @ 19.2" o.c.
16'-4
3
8"
6'-8
3
8"
3
3
4"
1'-6
7
16"
FROM OUTSIDE OF FRAME
TO ℄ OF FIRST JOIST
1'-7
15
16 "
FROM OUTSIDE OF FRAME
TO ℄ OF FIRST JOIST
2x4 @ T/ JOIST
FOR PLYWD SPAN
3'-4
5
8 "
7'-11
7
8"
2x10 x 18'-0" JOIST
55'-11
7
8"
DIMENSIONS ARE FRAME TO FRAME
19'-3
1
2 "
15'-8" 13'-0
1
2 "
56'-3
1
2"
DIMENSIONS ARE FRAME TO FRAME
7'-11"
FOR PLYWD SPAN
56'-3
1
2"
DIMENSIONS ARE FRAME TO FRAME
7'-11"
2x10 x 8'-0" JOISTS @ 19.2" o.c.
2x10 x 16'-0" JOISTS @ 19.2" o.c.
19'-2
3
22 8"
1
15 2"
7
22'-4 8"
13
16"
5'-6"
REASON FOR PLOT: PLOT DATE:
Job No.
Sheet No.
IN
NEW RESIDENCE FOR:
HOMESITE NO.
C
FISCHER SINGLE FAMILY HOMES II, LLC.
6602 EAST 75TH STREET
INDIANAPOLIS, IN 46250
PH (317) 348-2500
FIELD SPEC HOTLINE: (859) 344-7100
COPYRIGHT
ALL RIGHTS RESERVED
FISCHER HOMES, Inc.
HOME TYPE:
PLAN NO.
EXTERIOR:
---- 5/18/2011 3:06 PM
LSP-162
MARKET HOME
13938 TWIN LAKES CIRCLE WEST
KELLER
F560
CM
LAKESIDE PARK
HAMILTON CO., IN
162
03-2011
TJE
2010
859.344.5973
05.10.11
ELIZABETH MCCARTY
FOUNDERS COLLECTION
A5.0
03
UP
CARPET
UP
CARPET
100
R
84
R
R
220v
W
D
D
I
S
P
R
R
01 FIRST SCALE: FLOOR ELECTRICAL / TRIM PLAN 1/4" = 1'-0"
WOOD
RAILING
36"h. WOOD
GUARDRAIL
DN
DW24
REF. SPACE
WOOD
RAILING
HANDRAIL
1R
FOYER DINING ROOM
FAMILY ROOM
KITCHEN
POWDER
SOLARIUM
PH
TR
4'-7" 6'-6" 3'-10"
7'-5" 4'-0"
5'-2
1
2"
1'-6"
3BD27 SB36 B42
W3636W3636
W392424
W2136 W2142 W3024W2142W2136
B42 B42
INSTALL OUTLET
HORIZONTALLY
ABOVE BACKSPLASH
LIGHT INSTALLATION
BLOCKING FOR CEILING
PROVIDE WIRING and
NOTE:
LIGHT HUNG
FROM 2nd
FLR CL'G
A/C
B30B30
PANEL BACK
SB30
F396
PSDRK36
PB3696
OD3096
DS
THREE-CAR GARAGE
NOTE:
SWITCH MUST BE LOCATED
MIN. 40" FROM CENTER OF
FIREPLACE OPENING
NOTE:
ELECTRICIAN TO PROVIDE
110v POWER SUPPLY TO
FIREPLACE
PP
WASHER DRYER
STUDY
1R
LAUNDRY
AP
NOTE:
COUNTERTOP
MANUFACTURER TO PROVIDE
SUPPORTS FOR SOLID
SURFACE COUNTERTOPS
C
T
CHAIR RAIL & PANEL
MOULD - SEE DTL 01/A6.1
R
3'-6"
1'-6"
66 66
CEILING FAN/LIGHT
BLOCKING FOR FUTURE
PROVIDE WIRING and
NOTE:
(PREWIRE)
3'-0"
6'-1
1
2 "
R
R R
R
C
ADD.
1'-2
1
2"
1'-7"
1'-8"
2'-10
1
2"
HB
HB
CASED OPENING
- SEE DTL 02/A6.1
R
UF3
DS
LIGHT INSTALLATION
BLOCKING FOR CEILING
PROVIDE WIRING and
NOTE:
MORNING ROOM
5'-6"
7'-6
1
2"
R
4'-9"
2'-3"
R R
R R
2'-6" 7'-9" 2'-6"
3'-0" 6'-0" 3'-0"
66
R R
6'-2
1
2" 6'-2
1
2" 3'-9
1
2"
3'-6" 11'-6"
3'-9
1
2"
4
6 T
NOTE:
INSTALL OUTLET
AND PLASMA
PREWIRE 72" A.F.F.
SWITCH TO
FOUR UNDER
CABINET LIGHTS
NOTE:
OVAL MIRROR w/
1" BEVELED EDGE
PEDESTAL
SINK
7'-2"
R
R
R
R
6'-9" 3'-0"
4'-6 5
6'-11" 8"
LINE OF CROWN
MOULDING ABOVE
LINE OF CROWN
MOULDING ABOVE
FRENCH DOORS w/ TRANSOM
LINE OF CROWN
MOULDING ABOVE
220v
MODEL #
CUT-OUT
ITEMDIMENSIONS
BUILT-IN PACKAGE CUT-OUT NOTES:
(NOTE: INSTALL PER
MNFR'S SPEC'S)
WHIRLPOOL
20 1/2" D. x 29 1/2" W.
28 1/2" W. x 23 1/4" D. x 49 3/4" H.
G7CE3034
GBD309S
(1) ELEC. COOK TOP - 30"
(1) DBL. WALL OVEN
88
88
88
84
DN
CARPET
DN
CARPET
DN
CARPET
AP
02PLAN SECOND SCALE: FLOOR ELECTRICAL / TRIM 1/4" = 1'-0"
VBB48DBH
UF3
UF3
WICBEDROOM MASTER
MASTER BATH
HALL
DRESSING
MASTER RETREAT
BEDROOM 2
BEDROOM 3
BEDROOM 4
WIC
WIC
FOYER WIC
UPPER
WOOD
RAILING
36"h. WOOD
GUARDRAIL
WOOD
RAILING
36"h. WOOD
GUARDRAIL
1R
1R 1R
1R
2R 1R
2R
5S
TB
PH
6'-0"
6'-9
1
2"
3'-8
3
4"
2'-0"
MIRROR: 45" x 42"
LIGHT INSTALLATION
BLOCKING FOR CEILING
PROVIDE WIRING and
NOTE:
UF3
BATH
TB
1R
PH
VBB42
84
MIRROR:
UF3 VBB42
HALL
BATH
3rd
39" x 42"
MIRROR:
39" x 42"
84
PH
TB
88
1R
42" h. HALF WALLS
w/ DRYWALL WRAP & 1x10
MDF CAP w/ COVE MOULD
- SET MIXER VALVE & FILL
SPOUT IN HALF WALL
UCD3021VBB30DBH
UF3
UF3
84
5S
MIRROR: 57" x 42"
INSTALL S.D.
IN CEILING
UP
CARPET
C
T
C
C
C
R R
R
R
R
R
1'-6"
3'-8
3
4"
1'-9"
1'-8
1
2"
3'-2
1
2"
2'-8"
R
1'-9"
R
R
CEILING FAN/LIGHT
BLOCKING FOR FUTURE
PROVIDE WIRING and
NOTE:
(PREWIRE)
FD
HIGH-EFF.
GAS FURNACE
(5) 16"d.
SHELVES
CEILING LIGHT INSTALLATION
PROVIDE WIRING FOR
NOTE:
CEILING LIGHT INSTALLATION
PROVIDE WIRING FOR
NOTE:
CEILING LIGHT INSTALLATION
PROVIDE WIRING FOR
NOTE:
REASON FOR PLOT: PLOT DATE:
Job No.
Sheet No.
IN
NEW RESIDENCE FOR:
HOMESITE NO.
C
FISCHER SINGLE FAMILY HOMES II, LLC.
6602 EAST 75TH STREET
INDIANAPOLIS, IN 46250
PH (317) 348-2500
FIELD SPEC HOTLINE: (859) 344-7100
COPYRIGHT
ALL RIGHTS RESERVED
FISCHER HOMES, Inc.
HOME TYPE:
PLAN NO.
EXTERIOR:
---- 5/18/2011 3:06 PM
LSP-162
MARKET HOME
13938 TWIN LAKES CIRCLE WEST
KELLER
F560
CM
LAKESIDE PARK
HAMILTON CO., IN
162
03-2011
TJE
2010
859.344.5973
05.10.11
ELIZABETH MCCARTY
FOUNDERS COLLECTION
A4.0
4 "
2'-7" 9'-10
3
4"
6'-8"
48'-0"
DIMENSIONS ARE FRAME TO FRAME
1'-6
3
4"
31'-10"
6'-5
1
2"
37'-8
1
2"
3'-5
1
2"
18'-4"
1'-6"
℄
1'-8" 3'-6"
19'-5"
1'-6"
℄
5'-1"
3'-7" 3'-7"
7'-5
1
2"
7'-11"
6'-NOSING0" TO
13'-1
1
2" 3'-9"
2'-11"
℄
2'-8
1
4 "
10'-5
1
4"
4'-2
3
4"
4'-8"
2'-3
1
2" 3'-7
5
8"
2'-9"
6'-4" 14'-1
1
2 "
1'-6"
℄
9'-4"
5'-1
1
4" 9'-0
1
4"
℄
1'-7
1
2"
℄
4'-3
3
4 "
TO NOSING
3'-9"
2'-4
3
4 "
5
1
2"
5'-3
1
2" 5
1
2" 6'-2
1
2"
3'-3"
5'-9"
TO NOSING
3'-9 6'-0"
1
2"
TO NOSING
11'-7
1
2"
5
1
2"
5
1
2" 8
1
2"
2'-7
3
4"
℄
TRIPLE WINDOW HEADER NOTE:
USE SINGLE 2x8 w/ SGL. TOP PLATE AS
HEADER w/ (1) 2x4 JACK STUD @ EACH
- SET T/ WDW's @ 6'-2 7/8" OFF
WOOD
RAILING
36"h. WOOD
GUARDRAIL
WOOD
RAILING
36"h. WOOD
GUARDRAIL
CERAMIC TILE
FRAMER'S NOTE:
7'-1
1
8 " WALL HEIGHT
FRAMER'S NOTE:
7'-1
1
8" WALL HEIGHT
LINE OF SLOPED CEILING
2'-11
5
8"
BALL'N
FRAME
UNDERSIDE OF TRUSS
BALLOON FRAME WALL TO
- SIM. TO DTL. 06/A3.1 FOR BLOCKING
T/ MASTER RETREAT SUBFLOOR
SIDE OF EACH WINDOW
RADON PIPE
6'-6
3
8"
9'-2
7
8"
NOTE:
CUT 2nd FLOOR WALL PANEL
ABOVE BEAM
DOWN TO 7'-8
7
8 "h.
- SEE DTL. 05/A5.0
FLOOR PLAN NOTE:
1. EXTERIOR WALLS SHALL BE
FRAMED @ 16" o.c.
2. INTERIOR WALLS SHADED AS
INDICATES INTERIOR LOAD BEARING
WALL TO BE FRAMED @ 19.2" o.c.
- ALIGN JOISTS w/ STUDS.
3. INTERIOR WALLS SHADED AS
INDICATES INTERIOR LOAD BEARING
and/or NON LOAD BEARING WALLS TO
BE FRAMED @ 24" o.c.
- EXCEPT AREAS THAT ARE TO BE
FRAMED @ 16" o.c. PER FISCHER
HOMES SCOPES & STANDARDS.
1
1
3056 EGRESS 3056 EGRESS
2044
3'-9" 4'-3
3
4" 4'-3
3
4"
3'-7"
9'-10
1
2"
13'-8"
3'-5"
6'-9"
STUDS
(4) JACK STUDS
(4) JACK
GIRDER TRUSS ABOVE
DOUBLE WINDOW HEADER NOTE:
USE SINGLE 2x12 AS HEADER w/ (1) JACK
STUD @ EACH SIDE OF EACH WINDOW
8'-0
1
4"
6'-5
1
2"
12'-2
1
2" 20'-8"
03/A3.0
UF3
C. TILE
BATH
14'-1" 8'-10"
9'-5
1
2"
11'-8
1
2"
5'-0"
VBB42
2'-0"
8'-0"
13
3
4" 6'-0" 13
3
4"
UF3 VBB42
CPT. TILE
2'-4"
1'-6"
℄
5
1
2"
5'-0"
HALL
C. TILE
BATH
3rd
2'-4"
13'-7
1
2"
5'-1" 1'-6"
℄
1'-7
1
2"
℄
6'-1" 14'-0"
2'-6"
41'-8
1
2"
DIMENSIONS ARE FRAME TO FRAME
41'-8
1
2"
DIMENSIONS ARE FRAME TO FRAME
4'-0"
C PT.
TILE
6 5'-0"
1
2 "
3'-8"
1'-2"
NOTE:
'ENSEMBLE' 42"
OVAL BATH
- w/ CERAMIC TILE
SURROUND
- SEE DTL. 04/A3.0 FOR
FRAMING CENTERLINES
42" h. HALF WALLS
w/ DRYWALL WRAP & 1x10
MDF CAP w/ COVE MOULD
- SET MIXER VALVE & FILL
SPOUT IN HALF WALL
1
1
CPT. TILE
UCD3021VBB30DBH
2'-4"
UF3
UF3
4440 TEMP
13'-9
1
18'-0 4"
3
4 "
5'-2
3
4"
9'-3
1
2"
11
3
4"
3'-6"
℄
5'-0"
5
1
2"
3'-8"
SHOWER DOOR
8" RAISED
TRAY CEILING
3'-0"
TRAY CL'G.
2'-0"
TYP.
3'-0"
TRAY CL'G.
2'-0"
TYP.
2'-0"
TRAY
CL'G.
2'-0"
TRAY
CL'G.
2'-0"
TYP.
10'-2"
12'-1"
UP
CARPET
6'-3
1
2"
6'-6"
OPENING
6'-7
1
2"
7'-1
1
4"
3'-4
3
8 "
ROOF TRUSSES
PRE-ENGINEERED
@ 24" o.c. - ABV.
ROOF TRUSSES
PRE-ENGINEERED
@ 24" o.c. - ABV.
CPT.
C. TILE
2'-4" POCKET DOOR
RO: 57"w. x 84
1
2"h.
3'-10
1
2"
3" 3'-0"
ARCHED OPN'G
SEE DTL. 07/A4.0
3"
20"
3'-10
1
2 "
11
1
2"
23"
11"
1'-11
1
℄ 4"
FD
HIGH-EFF.
GAS FURNACE
2'-6"
1'-4"
CPT.
VNL.
PAN w/ SHUT OFF SAFETY FLOOR SWITCH
FURNACE TO BE SET IN A WATERTIGHT
2nd FLOOR FURNACE NOTE:
ABOVE THE FURNACE ON THE 2nd FLOOR
DO NOT PLACE TRUSSES DIRECTLY
TRUSS MAN'F NOTE:
2440 TEMP
NOTE:
34" x 60" SHOWER w/
CERAMIC TILE SURROUND
AND FLOOR (SLOPED TO
DRAIN)
3'-0"
1'-10 3
1'-10 4"
3
4"
1'-6"
1'-6"
℄
DOUBLE DOOR
SET BTM./ OPENING
@ 83
1
4" OFF T/
RETREAT SUBFLR.
1 1
15'-11"
5'-1"
TRIPLE WINDOW HEADER NOTE:
USE SINGLE 2x12 AS HEADER w/ (1) JACK
STUD @ EACH SIDE OF EACH WINDOW
- SEE DTL. 07/A5.0 FOR BLOCKING INFO.
6016P
5'-1"
1 1
8
3
2
1
3
2
4 3
5 1
6
1
7 2
8 3
9
1
10
1
112
123
13
1
14
1
152
16
3
17
1
181
192
20
3
21
1
221
232
24
3
PLAN NOTES:
DOOR and WINDOW ROUGH OPENING NOTES:
* 9'-1" 1st FLOOR PLATE HEIGHT / 8'-1" 2nd FLOOR PLATE HEIGHT.
* ASSUME THE FOLLOWING FOR ALL FRAME OPENINGS, UNLESS
SPECIFICALLY NOTED OTHERWISE ON THE PLANS:
- FRAME ALL 1st FLOOR WINDOW HEADERS AT 93
1
4" OFF
SUBFLOOR
- FRAME ALL 2nd FLOOR WINDOW HEADERS AT 81
1
4" OFF
SUBFLOOR.
- FRAME ALL 1st FLOOR EXTERIOR BEARING DOOR (w/ 12"
TRANSOM) HEADERS AT 95
1
4" OFF SUBFLOOR FOR
FLOOR MATERIALS.
- FRAME ALL EXTERIOR BEARING DOOR HEADERS AT 83
1
4"
OFF SUBFLOOR FOR FLOOR MATERIALS.
- FRAME ALL INTERIOR BEARING DOOR HEADERS AT 82
3
4"
OFF SUBFLOOR FOR FLOOR MATERIALS.
- FRAME ALL INTERIOR NON-LOAD BEARING DOOR and BI-PASS
DOOR HEADERS AT 82
3
4" OFF SUBFLOOR FOR FLOOR
MATERIALS.
- FRAME ALL INTERIOR NON-LOAD BEARING DOOR and BI-PASS
DOOR HEADERS AT 83
1
4 " OFF SUBFLOOR FOR ,
AND FLOOR MATERIALS.
- FRAME ALL OTHER 1st FLOOR ROOM OPENING HEADERS AT
93
1
4" OFF SUBFLOOR FOR FLOOR MATERIALS.
- FRAME BI-PASS DOOR WIDTHS TO DIMENSIONS LABLED.
- FRAME INTERIOR SINGLE SWING and DOUBLE SWING DOORS TO
2" WIDER THAN DOOR SIZE NOTED.
- FRAME INTERIOR DOUBLE SWING DOORS w/ T-ASTRAGAL TO 3"
WIDER THAN TOTAL DOOR SIZE NOTED.
LEGEND - STRUCTURAL HEADERS and BEAMS:
(1) 2x12 Header
(2) 2x12 Header
(2) 2x12 Header - w/
1
2" Plywood Flitch �
(3) 2x12 Header
(1) 2x10 Header
(2) 2x10 Header
(2) 2x10 Header - w/
1
2" Plywood Flitch �
(3) 2x10 Header
(1) 2x8 Header
(2) 2x8 Header
(2) 2x8 Header - w/
1
2" Plywood Flitch �
(3) 2x8 Header
(1) 1
3
4" x 11
1
4" LVL Header
(2) 1
3
4" x 11
1
4" LVL Header
(3) 1
3
4" x 11
1
4" LVL Header
(4) 1
3
4" x 11
1
4" LVL Header
(1) 1
3
4" x 9
1
4" LVL Header
(2) 1
3
4" x 9
1
4" LVL Header
(3) 1
3
4" x 9
1
4" LVL Header
(4) 1
3
4" x 9
1
4" LVL Header
(1) 1
3
4" x 7
1
4" LVL Header
(2) 1
3
4" x 7
1
4" LVL Header
(3) 1
3
4" x 7
1
4" LVL Header
(4) 1
3
4" x 7
1
4" LVL Header
: Bold number identifies header type, small
number in upper corner identifies # of jack
studs on each side of header / beam.
- No. of jack studs will vary - refer to plan.
No. of Jack Studs, ea. side
Header Type
AP
SYMBOLS LEGEND:
* ALL DIMENSIONS ARE FRAME TO FRAME UNLESS
SPECIFICALLY NOTED OTHERWISE ON THE PLANS.
* ALL STUD WALLS TO BE 3
1
2" UNLESS NOTED OTHERWISE.
- DENOTES SOLID BLOCKING TO BEARING
- DENOTES 22" x 32" ATTIC ACCESS PANEL.
HEADER & BEAM NOTE:
NOTES SHEET FOR ALL MULTIPLE 2x
HEADERS & MULTIPLE LVL BEAMS.
& NAILING DIAGRAM ON GENERAL
REFER TO STRUCTURAL NOTE #
02
03
05
04
REASON FOR PLOT: PLOT DATE:
Job No.
Sheet No.
IN
NEW RESIDENCE FOR:
HOMESITE NO.
C
FISCHER SINGLE FAMILY HOMES II, LLC.
6602 EAST 75TH STREET
INDIANAPOLIS, IN 46250
PH (317) 348-2500
FIELD SPEC HOTLINE: (859) 344-7100
COPYRIGHT
ALL RIGHTS RESERVED
FISCHER HOMES, Inc.
HOME TYPE:
PLAN NO.
EXTERIOR:
---- 5/18/2011 3:06 PM
LSP-162
MARKET HOME
13938 TWIN LAKES CIRCLE WEST
KELLER
F560
CM
LAKESIDE PARK
HAMILTON CO., IN
162
03-2011
TJE
2010
859.344.5973
05.10.11
ELIZABETH MCCARTY
FOUNDERS COLLECTION
A3.1
55'-11
7
8"
DIMENSIONS ARE FRAME TO FRAME
6'-8"
30'-8
3
4 " 17'-7
3
4"
3'-11
7
7'-11 8"
7
8 " 5'-8"
2'-10" 2'-10"
5'-7 3
4"
2'-9 7
8" 2'-9
7
8"
5'-8"
2'-10" 2'-10"
2'-9
7
8"
11'-3
1
2"
3'-11
7
8"
WOOD
RAILING
HANDRAIL
13'-5"
TO ℄ STEEL BEAM
2'-7" 5'-2"
3'-4
3
8" 4'-4
1
4"
ARCHED OPENING
SEE DTL. 06/A4.0
3'-4
3
8"
4'-9" 11'-1" 3'-7" 3'-7"
3'-7"
8"
8'-0
1
2"
TO NOSING
4'-3
3
4 "
TO NOSING
3'-9
1
2"
TO NOSING
3'-9"
5'-10"
19'-5" 5 5'-1"
1
2 "
2'-1"
℄
1'-6"
℄
4'-2
1
4"
1'-8
7
8"
6'-6
3
8"
9'-2
7
8"
6'-4"
ARCHED OPN'G - SE E DTL. 06/A6.0
6 11"
3
8" 11"
6
3
8"
14'-11
1
4"
11" 5
1
2"
12'-9"
5
1
2" 5
1
2"
5
1
2"
5
1
2"
5
1
2 "
3'-3
5
8"
2'-0
1
4"
5
1
19'-0" 2"14'-11" 12'-9"
10"
3'-9" 5'-3
1
2 "
TO NOSING
4'-4
1
2 "
2"
6'-11"
5'-0"
ARCHED OPN'G
SEE DTL. 05/A4.0
5'-11" 4'-5"
3'-0"
5'-7
1
2"
3'-1
1
2'-10" 2"
OPENING
5'-8"
2'-2
1
4"
3'-7
1
2"
FOYER
HARDWOOD
DINING ROOM
CARPET
FAMILY ROOM
9'-10 7/8" CEILING HEIGHT
KITCHEN
8'-11" CEILING HEIGHT
HARDWOOD
POWDER
CARPET
SOLARIUM
12'-1" CEILING HT.
2'-10"
2'-4"
2'-4"
GIRDER TRUSS ABOVE
CARPET
HARDWOOD
9'-10 7/8" CEILING HT.
CARPET
SPRING ARCH
CEILING
5050P 3050 TEMP
3016P ABOVE
3050
3016P ABOVE
4020P ABOVE
4060P
4020P ABOVE
4060P
4020P ABOVE
4060P
FRAMER'S NOTE:
9'-10
7
8" WALL HEIGHT
FRAMER'S NOTE:
12'-1" WALL HEIGHT
FRAMER'S NOTE:
12'-1" WALL HEIGHT
FRAMER'S NOTE:
9'-1" WALL HEIGHT
FRAMER'S NOTE:
8'-11" WALL HEIGHT
FRAMER'S NOTE:
DROP CEILING TO 8'-1"
RADON PIPE
45
1
2 "h. HALF WALL
- w/ 1x10 MDF CAP & COVE MOULD
- SEE DTL. 02/A3.0
NOTE:
NO HEADER
NOTE:
NO HEADER
6'-4
3
4 "
PAD-OUT FOR HVAC
FLUSH BEAM NOTE:
USE (2) 2x12 x 10'-3" AS FLUSH BEAM
- w/ (2) 2x4 J.S. @ EA. END
- SET BTM/ BEAM @ 8'-11" OFF T/ SUBFLOOR
FRAMER'S NOTE:
9'-10
7
8 " WALL HT
FLUSH BEAM NOTE:
USE (2) 2x12 x 6'-0" AS
FLUSH BEAM
- w/ (2) 2x4 J.S. @ EA. END
- SET BTM/ BEAM @ 9'-10
7
8"
OFF T/ SUBFLOOR
(2) JACK
STUDS
SOLARIUM WINDOW NOTE:
SET T/ 4020P TRANSOMS @
10'- 9
1
4 " OFF T/ SUBFLOOR
SET T/ 4060P WINDOWS @
8'-2
1
4 " OFF T/ SUBFLOOR
SOLARIUM NOTE:
INSULATE CEILING w/
R-38 BATT INSULATION
PEDESTAL
SINK
1'-6
5
℄ 8"
4'-9"
7'-1
1
2"
30" COOKTOP
2'-3
1
2"
8'-11
3
4"
3'-6"d. x 6'-9"w. STOOP
6'-9"
3'-4 3'-7"
3
3'-4 8 "
5
8 "
5
1
2 "
13'-8"
4'-1"
6'-2
1
2"
TO NOSING
3'-4
5
8"
11'-7
1
2"
30603060
8'-11"
OPENING
16'-4
3
8"
6'-8
3
8"
9'-5
1
8"
6'-7 1
4 "
2
1
1 1 1 1
15'-8
1
2"
TO ℄ STEEL BEAM
5'-6" 9'-11 5'-6"
1
2"
11'-11"
4'-0
1
4 "
29'-1
1
2 "
THREE-CAR GARAGE
55'-11
7
8"
DIMENSIONS ARE FRAME TO FRAME
20'-11
1
2"
51'-8
1
2"
18'-8"
3056 3056
BEAM NOTE:
W12 x 30 STEEL BEAM
- w/ 3
1
2" ADJ. STEEL COLUMN @ WALL END
- ATTACH TO FDN. WALL w/ (2)
1
2 " Ø
EXPANSION BOLTS
- SET & WELD T/ COL. TO STEEL BEAM
- w/ (5) 2x4 CRIPPLES DOWN TO
BEAM @ O.H. DOOR END
NOTE:
SET T/ GARAGE WINDOWS @
8'-8 5/8" ABV. T/ FDN. WALL
16'-0"w. x 7'-0"h. OH CARRIAGE GARAGE DOOR - INSULATED
6'-3" 9'-0" 1'-4" 16'-0" 1'-6"
(3) 1
3
4" x 16" LVL's
(SEE PLAN FOR JACK STUDS)
(3) 2x4
JACK STUDS
(4) 2x4 JACK STUDS
- w/ FACE APPLIED 2x6
- SEE DTL. 05/3.0
59'-7
1
2"
DIMENSIONS ARE FRAME TO FRAME
19'-5"
'NOVUS' # NDV4236I
GAS DIRECT VENT FIREPLACE
- RO: 42"w. x 35"h.
- SEE DTL's. 01-03c ON FP1
TRIPLE WINDOW HEADER NOTE:
USE DOUBLE 2x12 AS HDR w/ SGL TOP PLATE
& (1) J.S. @ EACH SIDE OF OUTER WINDOWS
& (2) J.S. @ EA SIDE OF CENTER WINDOW
5016P ABOVE
5'-2
1
2"
4'-7" 4'-7"
FAMILY ROOM WINDOW NOTE:
SET T/ 30/50/3016P TRNSMS @ 8'- 8
5
8" OFF T/ SUBFLOOR
SET T/ 30/50/3050 WINDOWS @ 6'-7
5
8 " OFF T/ SUBFLOOR
1
1
17'-7
1
2"
2850
HDWD CPT.
WASHER DRYER
12'-0" 5
1
2 "
2'-10" 9'-2"
℄
STUDY
3060
2'-6"
2'-6"
5
1
3'-6
1
2"
4'-8"
7'-9
1
2 "
1'-8"
℄
VINYL TILE
LAUNDRY
20-MIN.
2'-8"
9'-3"
7'-9
1
2 "
AP
LINE OF 2nd FLOOR ABOVE
NOTE:
SET GARAGE WALL HEIGHT @
10'-0 3/8" ABV. T/ FDN. WALL
10'-0"
3'-4"
7'-11
7
8"
S134(10")
3'-0"
6
2
S134(10")
3'-5"
DOUBLE WINDOW HEADER NOTE:
USE SINGLE 2x12 AS HEADER w/ (1) JACK
STUD @ EACH SIDE OF EACH WINDOW
4'-3
3
4"
HDWD V. TILE
9'-0"w. x 7'-0"h. OH CARRIAGE GARAGE
DOOR - INSULATED
NOTE:
FIREPLACE MANTEL@ 16" o.c.
FRAME WALL ABOVE
FOR FUTURE FLAT PANEL TV
ROOF TRUSSES
PRE-ENGINEERED
@ 24" o.c. - ABV.
HB
HB
7"
2'-8"
OPENING 3'-0
1
2 "
4'-8"
FRENCH DOORS w/
GRIDS AND 12"
TRANSOM ABOVE
2860 2860
DOUBLE WINDOW HEADER NOTE:
USE SINGLE 2x10 AS HEADER w/ (1) JACK
STUD @ EACH SIDE OF EACH WINDOW
2'-7
1
2 " 3'-3"
2'-0
1
2"
15'-8"
6'-4
1
2"
59'-7
1
2"
DIMENSIONS ARE FRAME TO FRAME
13'-0
1
19'-3 2"
1
2"
4'-3" 3'-7" 4'-3"
7'-11"
7'-11"
7'-11"
MORNING ROOM
8'-11" CEILING HEIGHT
3060
FRAMER'S NOTE:
9'-10
7
8" WALL HEIGHT
FRAMER'S NOTE:
8'-11" WALL HEIGHT
FRAMER'S NOTE:
9'-1" WALL HEIGHT
FRAMER'S NOTE:
8'-11" WALL HEIGHT
FLUSH BEAM NOTE:
USE (2) 1
3
4" x 16" LVL's
w/ (5) 2x4 JACK STUDS @ EA. END
- CUT 2nd FLR WALL PANEL ABOVE
DOWN TO 7'-8
7
8 "
- SEE DTL. 05/A5.0
19'-5"
4'-11" 3'-7"
30603060
4'-3" 3'-8"
6068B134R w/ T6012CL ABV
9 1
HARDWOOD
ROOF TRUSSES
PRE-ENGINEERED
@ 24" o.c. - ABV.
HDWD CPT.
H DWD C PT.
BLS2PST-010
w/ T48125LT
ABOVE
4060P w/ 4020P ABOVE
4'-4"
4'-4"
2040
1
1
7'-1
3
4"
23'-7"
LINE OF CROWN
MOULDING ABOVE
LINE OF CROWN
MOULDING ABOVE
48'-0"
6'x3' DECK
HDWD. CPT.
LT
1 1
8
3
2
1
3
2
4 3
5 1
6
1
7 2
8 3
9
1
10
1
112
123
13
1
14
1
152
16
3
17
1
181
192
20
3
21
1
221
232
24
3
PLAN NOTES:
DOOR and WINDOW ROUGH OPENING NOTES:
* 9'-1" 1st FLOOR PLATE HEIGHT / 8'-1" 2nd FLOOR PLATE HEIGHT.
* ASSUME THE FOLLOWING FOR ALL FRAME OPENINGS, UNLESS
SPECIFICALLY NOTED OTHERWISE ON THE PLANS:
- FRAME ALL 1st FLOOR WINDOW HEADERS AT 93
1
4" OFF
SUBFLOOR
- FRAME ALL 2nd FLOOR WINDOW HEADERS AT 81
1
4" OFF
SUBFLOOR.
- FRAME ALL 1st FLOOR EXTERIOR BEARING DOOR (w/ 12"
TRANSOM) HEADERS AT 95
1
4" OFF SUBFLOOR FOR
FLOOR MATERIALS.
- FRAME ALL EXTERIOR BEARING DOOR HEADERS AT 83
1
4"
OFF SUBFLOOR FOR FLOOR MATERIALS.
- FRAME ALL INTERIOR BEARING DOOR HEADERS AT 82
3
4"
OFF SUBFLOOR FOR FLOOR MATERIALS.
- FRAME ALL INTERIOR NON-LOAD BEARING DOOR and BI-PASS
DOOR HEADERS AT 82
3
4" OFF SUBFLOOR FOR FLOOR
MATERIALS.
- FRAME ALL INTERIOR NON-LOAD BEARING DOOR and BI-PASS
DOOR HEADERS AT 83
1
4 " OFF SUBFLOOR FOR ,
AND FLOOR MATERIALS.
- FRAME ALL OTHER 1st FLOOR ROOM OPENING HEADERS AT
93
1
4" OFF SUBFLOOR FOR FLOOR MATERIALS.
- FRAME BI-PASS DOOR WIDTHS TO DIMENSIONS LABLED.
- FRAME INTERIOR SINGLE SWING and DOUBLE SWING DOORS TO
2" WIDER THAN DOOR SIZE NOTED.
- FRAME INTERIOR DOUBLE SWING DOORS w/ T-ASTRAGAL TO 3"
WIDER THAN TOTAL DOOR SIZE NOTED.
LEGEND - STRUCTURAL HEADERS and BEAMS:
(1) 2x12 Header
(2) 2x12 Header
(2) 2x12 Header - w/
1
2" Plywood Flitch �
(3) 2x12 Header
(1) 2x10 Header
(2) 2x10 Header
(2) 2x10 Header - w/
1
2" Plywood Flitch �
(3) 2x10 Header
(1) 2x8 Header
(2) 2x8 Header
(2) 2x8 Header - w/
1
2" Plywood Flitch �
(3) 2x8 Header
(1) 1
3
4" x 11
1
4" LVL Header
(2) 1
3
4" x 11
1
4" LVL Header
(3) 1
3
4" x 11
1
4" LVL Header
(4) 1
3
4" x 11
1
4" LVL Header
(1) 1
3
4" x 9
1
4" LVL Header
(2) 1
3
4" x 9
1
4" LVL Header
(3) 1
3
4" x 9
1
4" LVL Header
(4) 1
3
4" x 9
1
4" LVL Header
(1) 1
3
4" x 7
1
4" LVL Header
(2) 1
3
4" x 7
1
4" LVL Header
(3) 1
3
4" x 7
1
4" LVL Header
(4) 1
3
4" x 7
1
4" LVL Header
: Bold number identifies header type, small
number in upper corner identifies # of jack
studs on each side of header / beam.
- No. of jack studs will vary - refer to plan.
No. of Jack Studs, ea. side
Header Type
AP
SYMBOLS LEGEND:
* ALL DIMENSIONS ARE FRAME TO FRAME UNLESS
SPECIFICALLY NOTED OTHERWISE ON THE PLANS.
* ALL STUD WALLS TO BE 3
1
2" UNLESS NOTED OTHERWISE.
- DENOTES SOLID BLOCKING TO BEARING
- DENOTES 22" x 32" ATTIC ACCESS PANEL.
HEADER & BEAM NOTE:
NOTES SHEET FOR ALL MULTIPLE 2x
HEADERS & MULTIPLE LVL BEAMS.
& NAILING DIAGRAM ON GENERAL
REFER TO STRUCTURAL NOTE #
02
03
05
04
06
REASON FOR PLOT: PLOT DATE:
Job No.
Sheet No.
IN
NEW RESIDENCE FOR:
HOMESITE NO.
C
FISCHER SINGLE FAMILY HOMES II, LLC.
6602 EAST 75TH STREET
INDIANAPOLIS, IN 46250
PH (317) 348-2500
FIELD SPEC HOTLINE: (859) 344-7100
COPYRIGHT
ALL RIGHTS RESERVED
FISCHER HOMES, Inc.
HOME TYPE:
PLAN NO.
EXTERIOR:
---- 5/18/2011 3:06 PM
LSP-162
MARKET HOME
13938 TWIN LAKES CIRCLE WEST
KELLER
F560
CM
LAKESIDE PARK
HAMILTON CO., IN
162
03-2011
TJE
2010
859.344.5973
05.10.11
ELIZABETH MCCARTY
FOUNDERS COLLECTION
A3.0
- 4'-0"d. - CONTINUOUS
5
8" THERMAX RIGID INSULATION (R-4)
- 4'-0"d. 8'-0"d. - PER GRADE CONDITIONS
1" THERMAX RIGID INSULATION (R-6.5)
- 4'-0"d. - CONTINUOUS
1" THERMAX RIGID INSULATION (R-6.5)
- 4'-0"d. 8'-0"d. - PER GRADE CONDITIONS
1
1
2" THERMAX RIGID INSULATION (R-9.8)
- 4'-0"d. - CONTINUOUS
1
1
2" THERMAX RIGID INSULATION (R-9.8)
- 4'-0"d. 8'-0"d. - PER GRADE CONDITIONS
** NOTE:
THERMAX INSULATION TO WRAP THE INSIDE
PERIMETER OF FOUNDATION WALLS.
3
4 " THERMAX RIGID INSULATION (R-5)
- 4'-0"d. - CONTINUOUS
3
4 " THERMAX RIGID INSULATION (R-5)
- 4'-0"d. 8'-0"d. - PER GRADE CONDITIONS
R-15 HIGH-DENSITY BATT INSULATION w/ KRAFT FACE
VAPOR BARRIER TO WARM SIDE IN ALL EXTERIOR FRAME
WALLS and GARAGE COMMON WALL.
R-44 BLOWN WOOL or FIBERGLASS INSULATION
w/ BAFFLES EVERY TRUSS SPACE
1
2" SPRAYFOAM INSULATION and R-13 BATT INSULATION
w/ KRAFT FACE VAPOR BARRIER TO WARM SIDE IN ALL
EXTERIOR FRAME WALLS and GARAGE COMMON WALL.
UNEXCAVATED
48'-9"
16" BRICK CURB
A/C
INC.
FD
ELEC
WH
3'-0"
TO ℄ FLOOR
DRAIN
HIGH-EFF.
GAS FURNACE
15'-9"
TO ℄ STEEL COLUMN
16'-5 10"
1
2"
TO ℄ STEEL COLUMN
13'-2
1
2 "
TO ℄ STEEL COLUMN
13'-2
1
2"
TO ℄ STEEL COLUMN
10" 19'-7
1
2"
15'-6
1
2 "
TO ℄ STEEL BEAM / COLUMN
11'-8
1
2"
TO ℄ STEEL BEAM / COLUMN
23'-1 3'-7"
1
2"
5'-3"
2x4 BEARING WALL
7'-0
1
2"
14'-1
1
2"
10'-6" 7'-2
1
2"
TO NOSING (ABOVE)
8'-8
1
2 "
TO NOSING
10" 21'-2" 10"
BASEMENT
INTAKE & EXHAUST
CONCRETE FOOTINGS
10" x 20" C.I.P.
10" C.I.P. CONCRETE
FOUNDATION WALLS
HANDRAIL
NOTE:
2x4 BEARING WALL
- STUDS @ 19.2" o.c.
- ALIGN w/ JOISTS
- 8'-10" h. w/ P.T. SILL �
8"d. x 16"w. THKN'D SLAB
- SEE DTL. 07/A2.0
3" Ø PVC RADON
REDUCTION PIPE
- SEE DTL. 03/A2.0
4" x 8" x 8
1
8"d.
BEAM POCKETS
W8 x 24 STEEL BEAM
36" x 36" x 15" THICK C.I.P.
CONCRETE COLUMN FOOTING
- HOLD T/ FT'G. DOWN 3
1
2 "
FROM T/ SLAB
4" Ø STEEL COLUMN 30" x 30" x 12" THICK C.I.P.
CONCRETE COLUMN FOOTING
- HOLD T/ FT'G. DOWN 3
1
2"
FROM T/ SLAB
W8 x 18 STEEL BEAM
4" Ø STEEL COLUMN
CONTROL JOINT
CONTROL JOINT
3
1
2"
4" x 8" x 8
1
8"d. BEAM POCKET
UP
16'-4
1
4" 18'-8"
6'-8 6'-9" 11'-11"
3
8 "
10" 10'-0"
3'-5"
9'-5
5
8"
56'-4
1
4 "
OVERALL
7'-7
1
4"
3'-11 5'-8"
7
8"
3'-11
7
5'-8" 8"
7'-7
3
8"
17'-3
1
4"
13'-11
3
8"
TO ℄ STEEL BE AM
10" 12'-0"10"
10"
10"
10'-9
1
8"
5'-7
3
4"
2x4 LET-IN FOR SLAB SUPPORT
LINE OF STOOP ABOVE
10"
3'-10
1
2"
10"
10"
10'-0"
W8 x 18 STEEL BEAM
10"
SLOPE 3" FROM REAR
TO FRONT w/ 1" FALL
IN THE LAST 12" @
THE GARAGE DOOR
1'-6"
52'-1"
56'-4
1
4 "
OVERALL
20'-11
1
2"
28'-7" 8"
4
1
2"
5
1
2"
24'-3" 9'-0" 1'-4" 16'-0"
ISOLATE SLAB FROM PIER
3'-4"
14'-10
1
2"
TO ℄ STEEL COLUMN
4
1
2"
1'-1" 1'-2" 1'-7
1
2"
4" x 14" x 8
1
8"d.
BEAM POCKET
19'-5
3
4"
8" BRICK CURB
14'-0"
16" BRICK CURB
VERTICAL CONTROL
JOINT
- SEE DTL. 02/A2.0
19'-3
1
2"
BASIN
EJECTOR
PUMP
SUMP
01PLAN FOUNDATION SCALE: / FOOTING 1/4" = 1'-0"
W8 x 18 STEEL BEAM
CONTROL JOINT
60'-0"
OVERALL
60'-0"
OVERALL
16'-5" 13'-0
1
2"
7'-11"
16"h. BRICK CURB
7'-11"
16"h. BRICK CURB
10"
10"
4" Ø STEEL COLUMN
5040SL
HOLD T/ WDW 1'-4"
FROM T/ FDN. WALL
WINDOW WELL
- w/ DRAIN
8'-6" 22'-11
3
4"
WALK-UP
WET BAR
ROUGH-IN
4'-1
1
2"
1'-0
1
2"
#4 RE-BAR -
STUBBED OUT
& LOOPED
5040SL
HOLD T/ WDW 1'-4"
FROM T/ FDN. WALL
WINDOW WELL
- w/ DRAIN
4" Ø STEEL COLUMN
2 '-4"
3 5'-0"
1
2"
7'-10"
12"
2'-10"
4'-0"
30" VANITY
3
1
3 2 "
1
2"
1'-6"
3'-6"
℄ 7'-8"
℄
2'-8
3
4"
℄
℄
1'-6
1
2"
TO ℄
FLOOR
DRAIN
ROUGH-IN
FULL BATH
6"thk. CONC. GARAGE SLAB
- MIN. 2" COVER w/ #4
RE-BAR@ 36" o.c.
- BOTH WAYS
- SEE DTL. 04/A2.0, 05/A2.0
5 1/2" x 4 1/2" BOX-OUT
- BOTH SIDES OF DOORS
5 1/2" x 4 1/2" BOX-OUT
- BOTH SIDES OF DOORS
12"w. x 18"d. GRADE BEAM
- SEE DTL. 06/A2.0
HOLD T/ FDN. WALL DOWN
18" FOR SLAB POUR-THRU
- SEE DTL. 05/A2.0
HOLD T/ GARAGE SLAB
DOWN 4" FROM T/ FDN.
& SLOPE TO O.H. DOORS
2x4 NOTCH SLOPED 3" FROM
REAR TO FRONT FOR SLAB
SUPPORT
- SEE DTL. 04/A2.0
8"
8'-0" 14'-10"
8'-10"
8" BRICK CURB
12'-0"
16"h. BRICK CURB
NOTE:
FINISHABLE BASEMENT
STEPS, RISER/TREAD
ONLY - NO FLOORING.
VERTICAL CONTROL JOINT
- SEE DTL. 02/A2.0
DECK ABOVE
GUARDRAIL at
BOTH SIDES
A/C
REASON FOR PLOT: PLOT DATE:
Job No.
Sheet No.
IN
NEW RESIDENCE FOR:
HOMESITE NO.
C
FISCHER SINGLE FAMILY HOMES II, LLC.
6602 EAST 75TH STREET
INDIANAPOLIS, IN 46250
PH (317) 348-2500
FIELD SPEC HOTLINE: (859) 344-7100
COPYRIGHT
ALL RIGHTS RESERVED
FISCHER HOMES, Inc.
HOME TYPE:
PLAN NO.
EXTERIOR:
---- 5/18/2011 3:06 PM
LSP-162
MARKET HOME
13938 TWIN LAKES CIRCLE WEST
KELLER
F560
CM
LAKESIDE PARK
HAMILTON CO., IN
162
03-2011
TJE
2010
859.344.5973
05.10.11
ELIZABETH MCCARTY
FOUNDERS COLLECTION
A2.0
1x6 TRIM BOARD
HARDI-PANEL (SMOOTH FINISH)
- w/1x2 ATOP
1x8 TRIM BOARD
2
1
4"h. x 5"d.
LIMESTONE SILL
- SLOPE
1
4 " MIN.
- PROJECT BOTTOM 1"
1x8 BAND BOARD
- w/ METAL FLASHING
- w/ METAL DRIP FLASHING
30
3
4"
38
1
2" 38
1
67" 2"
34
3
4"
5040
TEMP
BRICK VENEER
12"
5'-6"
9'-0"w. x 7'-0"h. OH GARAGE
DOOR - INSULATED
16'-0"w. x 7'-0"h. OH
GARAGE DOOR - INSULATED
6068B134R
T6012CL
5'-0" R.V.
1x8 GUTTER BOARD
- w/ ALUMINUM GUTTER
& DOWNSPOUTS
BRICK VENEER
2
0
4
0
22
3
4"
BRICK THRESHOLD
- SEE DTL. 06/D1.0
1
2" x 9
1
2" HARDBOARD FRIEZE
- TRIM TO T/ WINDOWS
- w/ BRICK LADDER
- w/ BARGE MOULD
1x8 BAND BOARD
- w/ METAL FLASHING
- w/ METAL DRIP FLASHING
2860 2860
5'-0" R.V.
1x8 GUTTER BOARD
- w/ ALUMINUM GUTTER
& DOWNSPOUTS
BRICK VENEER
1
2" x 9
1
2" HARDBOARD FRIEZE
- TRIM TO T/ WINDOWS
- w/ BARGE MOULD
2
1
4"h. x 5"d.
LIMESTONE SILL
- SLOPE
1
4 " MIN.
- PROJECT BOTTOM 1"
12
6
12
6
1
2" x 9
1
2" HARDBOARD FRIEZE
- TRIM TO T/ WINDOWS
- w/ BARGE MOULD
2
1
4"h. x 2
3
4 "w. LIMESTONE SILL
- SLOPE 1/4" MIN.
- PROJECT BOTTOM 1"
- PLACE JOINTS @ CORNERS
1
2" x 9
1
2" HARDBOARD FRIEZE
-EXTEND 2" FOR CULT. STONE
- TRIM TO T/ WINDOWS
- w/ BARGE MOULD
12
4
30603060 3060
1x8 RAKE BOARD
-EXTEND 12" FROM SHEATHING
2
1
4"h. x 5"d. LIMESTONE SILL
- SLOPE
1
4" MIN.
- PROJECT BOTTOM 1"
42
3
4" 39
1
39 2"
1
2"
HORIZONTAL SIDING
1x4 WOOD TRIM
1x8 BAND BOARD
- w/ METAL FLASHING
- w/ METAL DRIP FLASHING
CULTURED STONE VENEER
- ON METAL LATHE &
ASPHALT PAPER
1
2" x 9
1
2" HARDBOARD FRIEZE
- TRIM TO T/ WINDOWS
- w/ BARGE MOULD
1
2" x 9
1
2" HARDBOARD FRIEZE
-EXTEND 2" FOR CULT. STONE
- TRIM TO T/ WINDOWS
- w/ BARGE MOULD
2
1
4 "h. x 5"d. LIMESTONE SILL
- SLOPE
1
4" MIN.
- PROJECT BOTTOM 1"
BRICK VENEER
CULTURED STONE VENEER
- ON METAL LATHE & ASPHALT PAPER
2440
TEMP
6016P
5040
5'-6"
FL. LINE
12
6
STEEL LINTEL
- SEE GEN. NOTES FOR SIZE, LENGTH
and BEARING REQUIREMENTS
9'-6"
A/C
06
07
01 SCALE: 1/4" = 1'-0"
LOW-'E' GLAZING NOTE:
ALL 1st & 2nd FLOOR WINDOWS and
BASEMENT HOPPER & SLIDER WINDOWS TO
HAVE LOW-'E' GLAZING
1.
ALL GLASS IN DOORS, SIDELITES &
TRANSOMS TO HAVE LOW-'E' GLAZING
2.
EXCEPTIONS: - LEADED GLASS DOORS,
SIDELITES & TRANSOMS
- WINDOWS w/ STAINED GLASS
OVERLAYS
- PATIO DOORS w/ INTEGRAL
BLINDS
FRONT EXTERIOR - 'CRAFTSMAN'
13
11
09 10
12
08
PROVIDE FLASHING & WEEPS
NOTE:
AT LINTELS & SILLS
- REFER TO DTL's, SHTS D1.0 & D2.1
2" FACTORY APPLIED BRICKMOULD
NOTE:
AROUND FRONT WINDOWS ONLY.
* EXCEPT AS NOTED!!
05
NOTE:
PROVIDE STUD DIRECTLY
BEHIND PANEL JOINT, 'H' STRIP
CONNECTOR or BATTEN, INCLUDING
ALL GABLE LOCATIONS, TYPICAL
REASON FOR PLOT: PLOT DATE:
Job No.
Sheet No.
IN
NEW RESIDENCE FOR:
HOMESITE NO.
C
FISCHER SINGLE FAMILY HOMES II, LLC.
6602 EAST 75TH STREET
INDIANAPOLIS, IN 46250
PH (317) 348-2500
FIELD SPEC HOTLINE: (859) 344-7100
COPYRIGHT
ALL RIGHTS RESERVED
FISCHER HOMES, Inc.
HOME TYPE:
PLAN NO.
EXTERIOR:
---- 5/18/2011 3:06 PM
LSP-162
MARKET HOME
13938 TWIN LAKES CIRCLE WEST
KELLER
F560
CM
LAKESIDE PARK
HAMILTON CO., IN
162
03-2011
TJE
2010
859.344.5973
05.10.11
ELIZABETH MCCARTY
FOUNDERS COLLECTION
A1.0
6"
17" - 32"
9" - 16"
0" - 8"
ALL
6"
6"
6"
6"
ALL
ALL
ALL
6"
6"
4"
TWO STORY BRICK
CONDITION
CLEARSIZE SPAN ANGLEBEARING BRICK HEIGHT REMARKS
NominalActual40w d/6 d/4 d/3 .25w ..60w
Table S-1
GENERAL NOTES STRUCTURAL NOTES - Cont'd.
All electrical installation shall meet the requirement of the current National Electrical Code.
All material and equipment shall bear the label or approval of the Underwriters Laboratories.
1. All mechanical, electrical and plumbing work shall comply with state and national codes, as well as, local governing codes and/or ordinances.
2.
DOORS
1. : (Unless otherwise noted on plans)
Frame all interior 6'-8" Non Load-Bearing Door and Bi-Pass Door Header Heights at 83 1/4" off subfloor at hardwood, ceramic and
carpet materials.
A.
B. Frame all interior 6'-8" Non Load-Bearing Door and Bi-Pass Door Header Heights at 82 3/4" off subfloor at vinyl materials.
C. Frame all interior 6'-8" Load-Bearing Door Header Heights at 82 3/4" off subfloor at all floor materials.
Frame all interior 8'-0" Non Load-Bearing Door and Bi-Pass Door Header Heights at 99 1/4" off subfloor at hardwood, ceramic and
carpet materials.
D.
E. Frame all interior 8'-0" Non Load-Bearing Door and Bi-Pass Door Header Heights at 98 3/4" off subfloor at vinyl materials.
F. Frame all interior 8'-0" Load-Bearing Door Header Heights at 88 3/4" off subfloor at all floor materials.
2. : (Unless otherwise noted on plans)
WINDOWS
1. : (Unless otherwise noted on plans)
Rough Openings are noted on the exterior Elevations and Floor Plans as the window description.
:
- a window described as a 3056 has a rough opening of 3'-0" x 5'-6"
- a window described as a 4440 has a rough opening of 4'-4" x 4'-0"
A.
B. Frame all Window Header Heights at 81 1/4" off subfloor at all floor materials for 8'-1" wall height. (Unless otherwise noted on plans)
: 4050, 4440, 5040, 6040 slider windows and larger, 3052, 3056, 3450 single hung windows and larger
meet egress requirements.
2.
C. All specialty window rough openings will be noted on the Architectural Floor Plans.
AIR INFILTRATION NOTES
1. Contractor shall install poly sill sealer between all sill plates and top of foundation wall of all living areas.
2. Contractors shall glue and seal plates at floor, window, and door perimeter/door thresholds during construction.
3. All sheathing penetrations during construction shall be patched and repaired according to manufacturer's specifications.
SHEET INDEX
The attached plans and specifications are the sole property of Fischer Management Incorporated. Fischer Homes expressly reserves it's
copyright and other property rights in these plans and drawings. These plans and drawings are not to be reproduced or copied in any form or
manner. Any unauthorized use of these plans without the written consent of Fischer Homes is prohibited.
1.
3. These plans are not to be scaled for construction purposes. Dimension lines and notes supersede all scale reference.
These plans are subject to modification as necessary to meet code requirements and/or to facilitate mechanical / electrical / plumbing
installation and/or to incorporate design improvements. Any intention to modify these plans must be approved in writing by the Director of
Architecture.
4.
The contractor shall verify all dimensions and information in these contract documents. The contractor shall survey the project and become
familiar with existing conditions, and scope of work including but not limited to building, site and soil bearing conditions. If scope of work and
construction documents are in conflict, the contractor shall immediately contact the appropriate superintendent for direction and/or
clarification.
5.
Any errors, omissions, or inconsistencies in these contract documents and the actual site or construction conditions shall be brought to the
attention of Fischer Homes Architectural Services.
6.
7. Floor and floor framing plan dimensions are to outside face of wood framing. Exterior walls are 3-1/2 inches thick unless noted otherwise.
20. Glazed areas in hazardous locations shall be tempered:
Hazardous locations. The following shall be considered specific hazardous locations for the purposes of glazing:
1. Glazing in swinging doors except jalousies.
2. Glazing in fixed and sliding panels of sliding door assemblies and panels in sliding and bifold closet door assemblies.
3. Glazing in storm doors.
There shall be a floor or a minimum 3 foot by 3 foot landing on each side of each exterior door. The floor or landing shall not be more than
1-1/2 inches lower than the top of the threshold.
Exceptions:
19.
Wood burning fireplace chimneys shall extend at least two feet higher than any portion of the building within ten feet, but shall not be less
than three feet above the point where the chimney passes through the roof.
10.
The garage shall be separated from the residence and its attic area by not less than 1/2-inch gypsum board applied to the garage side.
Garages beneath habitable rooms shall be separated from all habitable rooms above by not less than 5/8-inch Type X gypsum board or
equivalent. Where the separation is a floor-ceiling assembly, the structure supporting the separation shall also be protected by not less than
1/2-inch gypsum board or equivalent.
- Refer to Floor Plans for specific information.
11.
Maintain 2" clearance between chimney and combustibles. Fireblocking must be done at all floor and ceiling lines with approved
non-combustible material.
12.
Fire blocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier
between stories, and between a top story and the roof space. Fire blocking shall be provided in wood-frame construction in the following
locations:
13.
1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs; as follows:
1.1 Vertically at the ceiling and floor levels.
1.2 Horizontally at intervals not exceeding 10 feet.
2. At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings.
In concealed spaces between stair stringers at the top and bottom of the run. Enclosed accessible space under stairs shall have walls,
under stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board.
3.
At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of
flame and products of combustion.
4.
5. Chimneys and fireplaces.
14. Openings between garage and residence shall be equipped with 20 minute fire rated insulated hollow metal doors, 2'-6"min door width.
15. Prefabricated Fireplaces shall be installed according to the manufacturer's specifications.
Aluminum gutters and downspouts shall be provided as required to provide water flow away from immediate building perimeter. For open
valley lined with metal, the valley lining shall be at least 24-inches wide.
16.
Provide an attic access framed opening of 22" x 30" minimum to any attic space with a 30" minimum clear height and to attics greater than 30
square feet.
17.
1.
2. Concrete work shall have the following specified compressive strength at 28 days PSI.
A. All concrete footing and column pads:
B. Basement slabs and interior slabs on grade, except garage slabs:
All basement walls, foundation walls, exterior walls and other vertical concrete work exposed
to weather:
C.
D. All garage floor slabs:
E. All exterior flatwork and steps:
* Exterior concrete flatwork subject to freezing and thawing shall be required to be air entrained.
Total air content shall not be less than 5% or more than 7%.
4000 PSI *
3500 PSI *
3000 PSI *
3000 PSI *
2500 PSI
Perimeter insulation on grade slab condition (walk-out condition only) shall be 1" x 24" rigid (R = 5.0) and to be installed by the concrete
subcontractor. Refer to construction documents for any additional county/city requirements.
5.
6. Interior perimeter foundation drain shall be installed with 3" drain tile at 6'-0" o/c through concrete footing.
8. Sump Pump to be installed as required and located at builder's discretion.
Concrete formwork to be adequately tied and braced. Forms are not to be stripped nor backfill placed against the wall until the wall has
sufficient strength or has been braced to prevent damage by the backfill.
9.
Exterior foundation walls of concrete construction enclosing basements shall be dampproofed by applying a coat of approved bituminous
material to the wall from the footing to the finish grade at the recommended rate. In areas where a high water table or other severe
soil-water conditions are known to exist, exterior foundation walls enclosing habitable or storage space shall be waterproofed.
- Refer to Foundation Plan for specific dampproofing / waterproofing requirements.
10.
A 6 mil polyethylene or approved vapor barrier with joints lapped not less than 6 inches shall be placed between the concrete floor slab and
the base course or the prepared subgrade where no base course exists.
Exception: The vapor barrier may be omitted:
12.
A. From garages, utility buildings and other unheated accessory structures.
B. From driveways, walks, patios and other flatwork not likely to be enclosed and heated at a later date.
C.conditions Where approved by the Building Official, based on local site
The minimum grade and allowable stresses for structural members are:
A. Repetitive member uses:
Studs = SPF stud grade or better
Joists = SYP #1
Rafters (2x4 and 2x6) = SPF #3
Rafters (2x8 and larger) = SYP #1
B. Microlam LVL's: Fb = 2600 Fv = 285 E = 1.9 x 10 Fc = 750
C. Steel Beams: Yield stress values of Fy = 50 ksi
3.
4. Design Live Loads are:
Balconies (Exterior)
Decks 40 lbs/sf
60 lbs/sf
Dwelling units (except sleeping rooms) 40 lbs/sf (10 lbs/sf - Dead Load)
Sleeping rooms 30 lbs/sf (10 lbs/sf - Dead Load)
Stairs 40 lbs/sf
Roof Snow Load 20 lbs/sf (min.) - Roof Pitch > 3 in 12
Wind Pressure @ 90 mph, 3 second gust, exposure B
(75 mph fastest mile)
16.5 lbs/sf
Truss Design Load:
Live Design Load 25 lbs/sf
Total Design Load 42 lbs/sf
Trusses shall be connected to wall plates by the use of approved connectors having a resistance to uplift of not less than 175 pounds and shall
be installed in accordance with the manufacturer's specifications:
(1) Simpson Strong Tie (H2.5A): 480 lbs/connector
Combination or multiple usage of elements may be used to meet the minimum uplift requirements.
Rafters w/ Slopes Greater Than 3:12 with no
Finished Ceiling Attached to Rafters L/180
Interior Walls and Partitions L/180
Floors and Plastered Ceilings L/360
Exterior walls - wind loads with brittle finishes L/240
Exterior walls - wind loads with flexible finishes L/180
All Other Structural Members L/240
8. The following is offered:
5/8" tongue and groove OSB (Oriented Strand Board), glued and nailed per APA rated STURDI-FLOOR specifications.
5. (The following are standard unless otherwise noted):
A.spaces Use 2x12 rafters @ all insulated
B.documents All rafters to be spaced at 24" o/c unless noted otherwise on construction
C. All rafter slopes to be greater than 3:12
All multiple 2 x headers and multiple LVL beams to be fastened together at top and bottom into each adjacent member with minimum (2)
rows of 16d nails @ 12 inches o/c, staggered, unless noted otherwise.
6.
All wood beams with steel flitch plates are to be bolted together with 1/2" Ø bolts at 12 inches o/c, staggered top and bottom with two bolts
at each end unless otherwise noted.
7.
: Any stud in an exterior wall or bearing partition may be cut or notched to a depth not exceeding 25 percent
of its width. Studs in nonbearing partitions may be notched to a depth not to exceed 40 percent of a single stud width. Any stud may be bored
or drilled, provided that the diameter of the resulting hole is no greater than 40 percent of the stud width, the edge of the hole is no closer
than 5/8-inch to the edge of the stud, and the hole is not located in the same section as a cut or notch. - See Table S-1
Exception:
9.
A stud may be bored to a diameter not exceeding 60 percent of its width, provided that such studs located in exterior walls or bearing
partitions are doubled and that not more than two successive doubled studs are bored.
1.
2. Approved stud shoes may be used when installed in accordance with the manufacturer's recommedation.
11. : Structural floor members shall not be cut, bored or notched in excess of the limitations specified in this section.
12. No holes or notches are allowed in beams without written approval of Fischer Homes Architectural Services.
4" 3 1/2" 5/8" 7/8" 1 1/8" 7/8" 1 3/8" 2 1/8"
6" 5 1/2" 7/8" 1 3/8" 1 7/8" 1 3/8" 2 1/4" 3 1/4"
8" 7 1/4" 1 1/4" 1 7/8" 2 3/8" 1 3/8" 2 7/8" 4 3/8"
10" 9 1/4" 1 1/2" 2 3/8" 3 1/8"
12" 11 1/4" 1 7/8" 2 7/8" 3 3/4"
All trusses are stamped and certified by a registered engineer and shall meet TPI manufacturer minimum requirements. Truss bracing shall be
installed per manufacturer's specifications.
13.
14. No cutting, notching or modifications shall be made to any trusses without the approval of Fischer Homes Architectural Services.
All wood columns to be anchored to concrete with corrosion resistant engineered composite plastic stand-off. For column bases, use Simpson
CPS6, composite plastic post base (or equal) nailed to pressure treated column. Standoffs anchored to porch slab with 1/2" diameter anchor
or expansion bolt embedded into concrete and extended into wood post.
15.
All interior lumber in contact with concrete shall be borate treated and shall use galvanized connectors.
All exterior lumber (lumber exposed to weather) shall be ACQ (Alkaline Copper Quat) treated and shall use "ZMAX" coated connectors.
16.
17. Steel lintels supporting masonry veneer are as follows:
Brick veneer (where indicated on plans) is to have 22 gauge (minimum) corrugated, galvanized steel wall ties at 16" o/c horizontal and 24"
o/c vertical (9 courses). Each wall tie to support a maximum of 2 2/3 sq. ft. of brick. Provide continuous base flashing with weep holes at
24" o/c maximum. Additional brick ties shall be provided around all wall openings greater than 16" in either direction. Brick ties around the
perimeter of openings shall be spaced not more than 3 feet o/c and placed within 12 inches of the wall opening.
18.
Basement floor slabs shall be minimum 3-1/2 inches thick concrete with control joints spaced at intervals not more than 30'-0" in each
direction. Control joints align with beam and column center lines.
3.
Interior partitions shall be 2x4 stud construction with 1/2" gypsum board, unless otherwise noted. Load - Bearing walls shall have stud
placement 16" or 19.2" o/c (see floor plans) and double top plates. Non Load - Bearing partitions shall be 24" o/c maximum - except for all
tub shower walls and kitchen walls where upper cabinets are located shall be constructed at 16" o/c. Moisture resistant gypsum board shall be
provided at all tub/shower areas and concrete backer board at all full height shower bath areas with smooth, hard and non-absorbent, or
otherwise noted on floor plans, finishes. Ceramic tile within the immediate shower and bath areas shall extend 6'-0" above finish floor.
1.
Guardrails and Handrails (Concentrated load) 200 lbs/sf
Non-BEARING
STUDS
JOISTS and RAFTERS BEARING STUDS
ALLOWABLE NOTCH AND BORED HOLE DIMENSIONS
FOUNDATION & FOOTING NOTES
STRUCTURAL NOTES
. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members or
I-joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are specifically
considered in the design of the member by a registered design professional.
The following information describes Fischer Homes minimum energy package. Refer to the actual construction documents for additional state
requirements.
1. : R-38 Blown Wool or Fiberglass Insulation with baffles every truss space.
2. :
4. : R-13 Batt Insulation with Kraft face vapor barrier to warm
side.
5. : R-13 Batt Insulation with Kraft face vapor barrier
to warm side.
6.
8.
: R-19 Batt Insulation vapor barrier up - face stapled.
7. : R-19 Batt Insulation vapor barrier to warm side.
INSULATION NOTES
3. :
If Interior Slope is 5/12 or less: 4' long R-30 Batt Insulation with Kraft face vapor barrier down - face stapled (max. 500 sqft.) and R-38
Blown Wool or Fiberglass Insulation for the rest of the ceiling.
A.
If Interior Slope is greater than 5/12: 8' long R-30 Batt Insulation with Kraft face vapor barrier down - face stapled (max. 500 sqft.) and
R-38 Blown Wool or Fiberglass Insulation for the rest of the ceiling.
B.
A. 2x12 Rafters: R-38HD Batt Insulation with Kraft face vapor barrier down - face stapled.
B. 2x10 Rafters: R-30HD Batt Insulation with Kraft face vapor barrier down - face stapled.
C. 2x8 Rafters: R-21HD Batt Insulation with Kraft face vapor barrier down - face stapled.
: R-5 Rigid Insulation, 2'-0" deep, at areas where grade covers 30" or less of the Foundation Wall
above the T/ Basement Slab.
10 psf D.L. 10 psf D.L.
UP to 6'-11"
MAXIMUM SPAN @ 24" o/c
MAXIMUM RAFTER SPAN TABLE - LIGHT ROOF COVERING
SIZE
RAFTER
ATTACHED
25 psf L.L.
WITH DRYWALL CEILING
MAXIMUM SPAN @ 24" o/c
ATTACHED
25 psf L.L.
2 x 4 UP to 7'-1"
2 x 6 UP to 7'-10" UP to 7'-10"
2 x 8 UP to 15'-9" UP to 15'-9"
2 x 10 UP to 18'-9" UP to 18'-9"
2 x 12 UP to 22'-4" UP to 22'-4"
WITH CEILING
: P&L stands for Panel & Lite entry door system.
* Rough Openings include a 1x4 Treated Sill Plate, which is added to the threshold of all doors.
EXTERIOR DOOR ROUGH OPENING and MASONRY/CONCRETE OPENING CHART
** Masonry / Concrete Openings are measured from the top of footing. They include a 1x4 treated Sill
Plate, which is added to the threshold of all doors and a 1" weather lip in the concrete slab.
DOOR SIZE and DESCRIPTION R.O. Dimensions* M.O. Dimensions**
2'-8" x 6'-8" Single Door (Swing-In) 34 1/2" x 83 1/4" 37 1/2" x 87 3/4"
3'-0" x 6'-8" Single Door (Swing-In) 38 1/2" x 83 1/4" 41 1/2" x 87 3/4"
4'-8" x 6'-8" P&L Frame (3'-0" Door w/ (2) 10" Sidelites) 61 1/2" x 83 1/4" 64 1/2" x 87 3/4"
4'-0" x 6'-8" P&L Frame (3'-0" Door w/ (1) 12" Sidelite) 52" x 83 1/4" 55" x 87 3/4"
5'-0" x 6'-8" P&L Frame (3'-0" Door w/ (2) 12" Sidelites) 65 1/2" x 83 1/4" 68 1/2" x 87 3/4"
4'-2" x 6'-8" P&L Frame (3'-0" Door w/ (1) 14" Sidelite) 54" x 83 1/4" 57" x 87 3/4"
5'-4" x 6'-8" P&L Frame (3'-0" Door w/ (2) 14" Sidelites) 69 1/2" x 83 1/4" 72 1/2" x 87 3/4"
5'-0" Hinged Patio Door (Swing-In) 60 1/2" x 80 3/4" 63 1/2" x 85 3/4"
72 1/2" x 80 3/4" 75 1/2" x 85 3/4"
89 5/8" x 80 3/4" 92 5/8" x 85 3/4"
95 5/8" x 80 3/4" 98 5/8" x 85 3/4"
6'-8"h. Doors w/ 12" Transom above (width) x 95 1/4" n/a
6'-8"h. Doors w/ 24" Transom above (width) x 107 1/4" n/a
6'-8"h. Doors w/ 36" Transom above (width) x 119 1/4" n/a
5'-0" Sliding Glass Door (Vinyl) 60" x 80" 63" x 84 1/2"
6'-0" Sliding Glass Door (Vinyl) 72" x 80" 75" x 84 1/2"
Sliding Glass Door w/ 12" Transom above (width) x 92" n/a
107 5/8" x 80 3/4" 110 5/8" x 85 3/4"
Patio Door w/ 12" Transom above (width) x 92 3/4" n/a
2'-6" Fire-Rated Door - 20 Minute (Swing-In) n/a
2'-8" Fire-Rated Door - 20 Minute (Swing-In) 34 1/2" x 83 1/4" n/a
6'-0" Hinged Patio Door (Swing-In)
7'-6" Hinged Patio Door (Swing-In)
8'-0" Hinged Patio Door (Swing-In)
9'-0" Hinged Patio Door (Swing-In)
Frame all exterior Door Header Heights* at 83 1/4" off subfloor at all floor materials.
Exception: Sliding Glass Door Header Heights to be 80" off subfloor at all floor materials and
Fire-Rated Door Header Heights to be 83 1/4" off subfloor at all floor materials.
A.
32 1/2" x 83 1/4"
4'-2" x 8'-0" P&L Frame (3'-0" Door w/ (1) 14" Sidelite) 54" x 99 1/4" n/a
5'-4" x 8'-0" P&L Frame (3'-0" Door w/ (2) 14" Sidelites) 69 1/2" x 99 1/4" n/a
6'-8"h. Doors w/ Elliptical Transom above (width) x 99" n/a
6'-8"h. Doors w/ Half-Round Transom above (width) x 118" n/a
8'-0"h. Doors w/ Elliptical Transom above (width) x 115" n/a
8'-0"h. Doors w/ Half-Round Transom above (width) x 134" n/a
8'-0"h. Doors w/ 12" Transom above (width) x 111 1/4" n/a
3'-10" x 6'-8" P&L Frame (3'-0" Door w/ (1) 10" Sidelite) 50" x 83 1/4" 53" x 87 3/4"
6'-8"h. Doors w/ 42" Transom above (width) x 125 1/4" n/a
6'-8"h. Doors w/ 18" Transom above (width) x 101 1/4" n/a
Joist to Sill or Girder, 3 - 8d (2 1/2" x 0.113")
toe nail
Table 602.3(1) - FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
Sole Plate to Joist or 16d (3 1/2" x 0.135")
Blocking, face nail
16" o.c.
Sole Plate to Joist or 3 - 16d (3 1/2" x 0.135")
Blocking at Braced Wall
Panels
Top or Sole Plate to 2 - 16d (3 1/2" x 0.135")
Stud, end nail
3 - 8d (2 1/2" x 0.113") or
2 - 16d (3 1/2" x 0.135")
Stud to Sole Plate,
toe nail
Double Studs, face nail 10d (3" x 0.128")
Double Top Plates, 10d (3" x 0.128")
face nail
Rim Joist to Top Plate, 8d (2 1/2" x 0.113")
toe nail
Top Plates, Laps at 2 - 10d (3" x 0.128")
Corners and
Intersections, face nail
Continued Header, 16d (3 1/2" x 0.135")
two pieces
Continuous Header to
Stud, toe nail
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 0.447 m/s; 1 ksi = 6.895 MPa.
SPACING of
FASTENERS
NUMBER and TYPE of
FASTENER
DESCRIPTION of
BUILDING ELEMENTS
a,b,c
16" o.c.
24" o.c.
24" o.c.
Double Top Plates, min. 8 - 16d (3 1/2" x 0.135")
24-inch Offset of End
Joists, face nail in
lapped area
6" o.c.
16" o.c. along
each edge
4 - 8d (2 1/2" x 0.113")
Rafter to Plate, toe nail 2 - 16d (3 1/2" x 0.135")
Built-up Corner Studs 10d (3" x 0.128") 24" o.c.
Built-up Girders and 10d (3" x 0.128")
Beams, 2-inch lumber
layers
Nail each
layer as
follows: 32"
o.c. at top &
bottom,
staggered.
Two nails at
ends & at
each splice.
4 - 16d (3 1/2" x 0.135")
3 - 16d (3 1/2" x 0.135")
Roof Rafters to Ridge,
Valley or Hip Rafters:
toe nail
face nail
Rafter Ties to Rafters, 3 - 8d (2 1/2" x 0.113")
face nail
3 - 10d (3" x 0.128")
Collar Ties to Rafter,
face nail (or)
1 1/4" x 20 gage ridge
strap
Blocking between Joists 3 - 8d (2 1/2" x 0.113")
or Rafters to Top Plate,
toe nail
a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections shall have minimum average
bending yield strengths as shown: 80 ksi for shank diameter of 0.192 inch (20d common nail), 90 ksi for shank diameters larger than 0.142 inch but not larger than
0.177 inch, and 100 ksi for shank diameters of 0.142 inch or less.
b. Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width.
c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater.
d. Four-foot-by-8-foot or 4-foot-by-9-foot panels shall be applied vertically.
e. Spacing of fasteners not included in this table shall be based on Table R602.3(2).
f. For regions having basic wind speed of 110 mph or greater, 8d deformed (2 1/2" x 0.120") nails shall be used for attaching plywood and wood structural panel roof
sheathing to framing within minimum 48-inch distance from gable end walls, if mean roof height is more than 25 feet, up to 35 feet maximum.
g. For regions having basic wind speed of 110 mph or less, nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches on
center. When basic wind speed is greater than 100 mph, nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for
minimum 48-inch distance from ridges, eaves and gable end walls; and 4 inches on center to gable end wall framing.
h. Gypsum sheathing shall conform to ASTM C 79 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to ASTM C 208.
i. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at all floor perimeters only.
Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking. Blocking of roof or floor sheathing
panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be supported by
framing members or solid blocking.
SPACING of
FASTENERS
NUMBER and TYPE of
FASTENER
DESCRIPTION of
BUILDING ELEMENTS
a,b,c
SPACING of FASTENERS
DESCRIPTION of FASTENER
DESCRIPTION of BUILDING
MATERIALS
b,c,e
Edges (inches)
i
Intermediate Supports (inches)
c,e
6d common (2" x 0.113") nail (subfloor, wall)
8d common (2 1/2" x 0.131") nail (roof)
1/2" and less
f 6 12
Subfloor, Roof & Wall g
Sheathing to Framing
Structural Laminated
Sheathing h
.staples137" 16 gauge 1" crown x 1 1/4" leg
3 3
6d deformed (2" x 0.120") nail or
8d common (2 1/2" x 0.131") nail
3/4" and less
6 12
Combination Subfloor
Underlayment to
Framing
8d common (2 1/2" x 0.131") nail or
8d deformed (2 1/2" x 0.120") nail
7/8" and 1"
6 12
10d common (3" x 0.148") nail or
8d deformed (2 1/2" x 0.120") nail
1 1/8" - 1 1/4"
6 12
Staple 16 ga. 1 3/4" 3 6
4.
1st & 2nd Floor Windows 0.33
Basement Slider Windows
Basement Hopper Windows
U-factor = SHGC = 0.30
U-factor = 0.32 SHGC =
U-factor = 0.31 SHGC =
0.42
0.37
Lot shall be provided with adequate positive drainage away from foundation walls. The grade away from foundation walls shall fall a minimum
of 6 inches within the first 10 feet.
G. Frame Bi-Pass Door widths to dimensions labled.
H. Frame interior Single Swing Door and Double Swing Door widths to 2" wider than door size.
I. Frame interior Double Swing Door w/ T-Astragal widths to 3" wider than total door size.
18.
Interior stairways shall have a minimum 6'-8" (finish to finish) headroom, 8-1/4" maximum riser height and 9" minimum tread length. The
minimum clear width of a stairway shall be 36". Refer to plans for exact dimensions. Open risers shall be permitted, provided that the
opening between treads does not permit the passage of a 4" diameter sphere.
3. All baths to have exhaust fans, min. 50 cfm, vented to exterior.
: 4040, 5030, 6030 slider windows and larger, 2856, 3049, 3449 double hung windows and larger
meet egress requirements.
3.
Vinyl Windows
U-factor = 0.32 SHGC = 0.29
U-factor = n/a SHGC =
U-factor = n/a SHGC =
n/a
n/a
Vinyl-Clad Windows
SHEET No. CONTENTS
A1.0 and up
A2.0 and up
A3.0 and up
A4.0 and up
A5.0 and up
A6.0 and up
FP1 and up
D1.0
D2.0
Exterior Elevations and Details
Foundation Plan and Details
Floor Plan(s) and Details
Electrical / Trim Plan(s) and Details
Floor Joist Layout(s) and Details
Building / Stair Sections and Details
Standard Fireplace Sections and Details
Typical Door Details
Typical Window Details at Siding
SHEET No. CONTENTS
D2.1 Typical Window Details at Masonry
D3.0 Typical Window Interior Trim Elevations
D3.1 Typical Window Interior Trim Details
WS-_1 Standard Wall Sections
WS-_2 Standard Wall Sections / Details
GN General Notes Sheet
WB1 Typical Wall Bracing Details
Fischer Homes designs and builds housing as set forth by the format and provisions of the 2005 Indiana Residential Code. All construction
shall comply w/ said code as well as local governing codes and /or regulations. Any non-conforming documents discovered by the contractor
or his agents shall be called to the attention of the Architectural Services of Fischer Homes.
2.
Handrails shall have a height of 34" (to match pitched guardrail height) measured vertically from the nosing of the tread and shall be
provided at least one side of the stairway of four or more risers. All required handrails shall be continuous the full length of the stairs except
on landings. Two or more separate rails shall be considered continuous if the termination of the rails occurs over a single tread and within 4"
of each other. Ends shall be returned or shall terminate in newel posts or safety terminals. If transitioning between a wall-mounted handrail
and a guardrail/handrail, the wall mounted rail must return into the wall. The hand grip portion shall have either a circular cross section with a
diameter of 1-1/4" minimum to 2-7/8" maximum. Other handrail shapes that provide an equivalent grasping surface are permissible. Edges
shall have a minimum radius of 1/8 inch. Handrails projecting from a wall shall have a space of not less than 1-1/2" between the handrail and
the wall and/or the bottom railing plate.
Porches, balconies or raised floor surfaces located more than 30" above the floor or grade below shall have guardrails of 36" in height. Open
side of stairs with a total rise of more than 30" above the floor or grade below shall have pitched guardrails of not less than 34" in height
measured vertically from the nosing of the treads. Horizontal spacing between the vertical members in required guardrails shall be less than
four inches at the nearest point between the members.
4. All dryer vents to be vented to exterior.
Windows as emergency egress (sleeping areas) shall be minimum net clear opening of 5.7 square feet. The minimum net clear opening height
dimensions shall be 22 inches and the minimum net clear opening width shall be 20 inches. The sill height shall not be more than 44 inches
above floor. Emergency egress openings shall be operational from the inside of the room without the use of keys, tools or special knowledge.
Exception: Grade floor windows may have a minimum net clear opening of 5.0 square feet.
At least one smoke alarm shall be installed in the following locations: (a) In the living area remote from the kitchen and cooking appliances.
Smoke alarms located within 20 feet horizontally of a cooking appliance must incorporate a temporary silencing feature or be photoelectric
type. (b) In each room designed for sleeping. (c) On the ceiling of the upper level near the top or above each stairway, other than a basement
stairway, in any multistory dwelling. The alarm shall be located so that smoke rising in the stairway cannot be prevented from reaching the
alarm by an intervening door or obstruction. (d) On the basement ceiling near the stairway. All detectors shall be approved and listed and
shall be installed in accordance with the manufacturer's instructions.
9.
8.
7.
Building foundations are designed based on an assumed soil bearing capacity of 2000 P.S.F., except for bearing below sonatube piers -
assume 3000 P.S.F. Additional engineering is required if soil bearing capacity is less than 2000 P.S.F.
11.
JOIST
2 x 8
SIZE
SPACING MAXIMUM SPAN
(o/c)
FLOOR SPAN TABLE
APA Rated
Sturdi-Floor Panels
MAXIMUM SPAN
Non - APA Rated
Sturdi-Floor Panels
2 x 8
2 x 10
2 x 10
2 x 10
2 x 10
2 x 10
2 x 12
2 x 12
2 x 12
2 x 12
2 x 12
12"
16"
12"
16"
19.2"
19.2"/38.4"*
24"
12"
16"
19.2"
19.2"/38.4"*
24"
* Single joists at 19.2" o/c, double joists at 38.4" o/c.
16'-11"
15'-0"
20'-7"
17'-10"
16'-3" 18'-3"
14'-7" 16'-3"
24'-7"
21'-4"
19'-5" 21'-9"
17'-5" 19'-6"
14'-5" 15'-10"
13'-1" 14'-5"
18'-5" 20'-3"
16'-9" 18'-5"
15'-9" 17'-4"
14'-7" 16'-1"
22'-5" 24'-8"
20'-4" 22'-5"
19'-2" 21'-1"
17'-5" 19'-6"
18'-0" 19'-10"
40 psf L.L. 30 psf L.L. 40 psf L.L. 30 psf L.L.
21'-11" 24'-1"
18'-0"
21'-11"
18'-8"
16'-10"
23'-1"
20'-0"
27'-6"
23'-10"
19'-10"
24'-1"
. Notches in solid lumber joists, rafters and beams shall not exceed one-sixth of the depth of the member, shall not be longer
than one-third of the depth of the member and shall not be located in the middle one-third of the span. Notches at the ends of the member
shall not exceed one-fourth the depth of the member. The tension side of members 4 inches or greater in nominal thickness shall not be
notched except at the ends of the members. The diameter of holes bored or cut into members shall not exceed one-third the depth of the
member and shall not be located in the middle one-third of the span. Holes shall not be closer than 2 inches to the top or bottom of the
member, or to any other hole located in the member. Where the member is also notched, the hole shall not be closer than 2 inches to the
notch. - See Table S-1
Concrete anchors shall be 'Simpson' MASA galvanized mudsill anchors. Anchors are to be embedded in poured-in-place concrete walls and
spaced at 72"o/c (maximum), 12" (maximum) from corners and a minimum of two per plate. Floor plates and sills to be shimmed level.
12/01/10
1. A landing is not required at the top of an interior flight of stairs, provided a door does not swing over the stairs.
The landing at the exterior doorway shall not be more than 8-1/4" below the top of the threshold, provided that the door, other than an
exterior storm or screen door, does not swing over the landing.
2.
Where a stairway of two or fewer risers is located on the exterior side of an exterior door, other than the required exit door, a landing is
not required for the exterior side of the door.
3.
All exterior walls shall be sheathed with .137" Thermo-Ply exterior sheathing (blue), glued & nailed. Sheathing shall be glued at top and both
sides and is to be nailed to studs at all (4) sides using 16 gauge 1" crown x 1-1/4" leg staples. Staples should be spaced at 3" o/c at all panel
edges and 3" o/c at intermediate supports. (NOTE: Glue is not required for code compliance.) 'Simpson' TWB12 or 'Simpson' TWB14 metal
let-in bracing shall be installed per construction documents. Bracing shall be let into the top and bottom plates and the intervening studs,
placed at not more than 55° nor less than 45° from the horizontal and attached to the framing in conformance with the manufacturer's
specifications.
2.
: When piping or ductwork is placed in or partly in an exterior wall or interior load-bearing wall,
necessitating cutting, drilling or notching of the top plate by more than 50 percent of its width, the plate shall be reinforced with a 24 gauge
steel wall angle spanning the distance between the adjacent studs.
Exception: When the entire side of the wall with the notch or cut is covered by wood structural panel sheathing.
10.
Glazing in Section R308.4, Item 6, in walls perpendicular to the plane of the door in a closed position or where access
through the door is to a closet, storage area, or bathroom. Glazing in these applications shall comply with Section
R308.4, Item 7.
4.
Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any
part of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60
inches above the drain inlet and 36 inches horizontally from the inside edge of the tub or compartment.
5.
Glazing, in an individual fixed or operable panel adjacent to a door where the nearest vertical edge is within a 24-inch
arc of the door in a closed position and whose bottom edge is less than 60 inches above the floor or walking surface.
6.
Glazing in an individual fixed or operable panel, other than those locations described in Items 5 and 6 above, that
meets of the following conditions:
7.
7.1 Exposed area of an individual pane greater than 9 square feet.
7.2 Bottom edge less than 18 inches above the floor.
7.3 Top edge greater than 36 inches above the floor.
7.4 One or more walking surfaces within 36 inches horizontally of the glazing.
All glazing in railings regardless of an area or height above a walking surface. Included are structural baluster panels
and nonstructural in-fill panels.
8.
Glazing in walls and fences enclosing indoor and outdoor swimming pools, hot tubs and spas where the bottom edge of
the glazing is less than 60 inches above a walking surface and within 60 inches horizontally of the water's edge. This
shall apply to single glazing and all panes in multiple glazing.
9.
Glazing adjacent to stairways, landings and ramps within 36 inches horizontally of a walking surface when the exposed
surface of the glass is less than 60 inches above the plane of the adjacent walking surface.
10.
Glazing adjacent to stairways within 60 inches horizontally of the bottom tread of a stairway in any direction when the
exposed surface of the glass is less than 60 inches above the nose of the tread.
11.
Exception: The following products, materials and uses are exempt from the above hazardous locations:
1. Decorative glass in Items 1, 6 or 7.
Glazing in Section R308.4, Item 6, when there is an intervening wall or other permanent barrier between the door and
the glazing.
2.
Glazing in Section R308.4, Item 6, in walls perpendicular to the plane of the door in a closed position or where access
through the door is to a closet or storage area 3 feet or less in depth. Glazing in these applications shall comply with
Section R308.4, Item 7.
3.
Glazing in Section R308.4, Items 7 and 10, when a protective bar is installed on the accessible side(s) of the glazing 36
inches ; 2 inches above the floor. The bar shall be capable of withstanding a horizontal load of 50 pounds per linear
foot without contacting the glass and be a minimum of 1-1/2 inches in height.
4.
5. Mirrors and other glass panels mounted or hung on a surface that provides a continuous backing support.
6. Safety glazing in Section R308.4, Items 10 and 11 is not required where:
The side of a stairway, landing or ramp has a guardrail or handrail, including balusters or in-fill panels, complying
with the provisions of the Ohio Building Code, and
6.1
6.2 The plane of the glass is greater than 18 inches from the railing.
REASON FOR PLOT: PLOT DATE:
Job No.
Sheet No.
IN
NEW RESIDENCE FOR:
HOMESITE NO.
C
FISCHER SINGLE FAMILY HOMES II, LLC.
6602 EAST 75TH STREET
INDIANAPOLIS, IN 46250
PH (317) 348-2500
FIELD SPEC HOTLINE: (859) 344-7100
COPYRIGHT
ALL RIGHTS RESERVED
FISCHER HOMES, Inc.
HOME TYPE:
PLAN NO.
EXTERIOR:
---- 5/18/2011 3:06 PM
LSP-162
MARKET HOME
13938 TWIN LAKES CIRCLE WEST
KELLER
F560
CM
LAKESIDE PARK
HAMILTON CO., IN
162
03-2011
TJE
2010
859.344.5973
05.10.11
ELIZABETH MCCARTY
FOUNDERS COLLECTION
GN