HomeMy WebLinkAboutOBF011000000 PermitSHEET No.CONTENTS
A1.0 Exterior Elevations
GN General Notes
A1.1 Exterior Elevation Details
A2.0 Foundation Plan
A2.1 Finished Basement Plan
A2.2 Finished Basement Electrical / Trim Plan
A3.0 First Floor Plan
A3.1 Second Floor Plan
A4.0 First Floor Electrical / Trim Plan
A4.1 Second Floor Electrical / Trim Plan
A6.0 and up Stair Section, Interior Elevations & Details
A7.0 Roof Plan and Heel Cut Details
WB1 Standard Wall Bracing Details
D1.0 and up Standard Elevation Details
D2.0 and up Standard Foundation Details
D3.0 and up Standard Framing Details
D4.0 and up Standard Interior Trim Details
D5.0 and up Standard Deck Plans and Details
FP1 and up Standard Fireplace Sections and Details
WS-_1 and up Standard Wall Sections and Details
SHEET No.CONTENTS
Fischer Homes designs and builds housing as set forth by the format and provisions of the 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
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 to the wall 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.
Guardrails
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.
All dryer vents to be vented to exterior.6.
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.
12.
Concrete anchors shall be 1/2" x 10" hot-dipped galvanized bolts. Bolts are to be embedded in poured-in-place concrete walls and spaced at
48"o/c (maximum), 12" (maximum) from each end of plate section and a minimum of two per plate. Floor plates and sills to be shimmed
level.
Exterior Frame Walls (Standard design, unless otherwise noted on plans): R-15HD Batt Insulation with Kraft face
vapor barrier to warm side.
Garage Common Frame Walls (Standard design, unless otherwise noted on plans): R-15HD Batt Insulation with Kraft
face vapor barrier to warm side.
Exterior Basement Walls and Garage Common Basement Walls (Standard design, unless otherwise noted on plans):
If less than 2'-0" of the foundation wall is exposed - use R-11 PSK fiberglass blanket insulation, 4'-0" deep.A.
If greater than 2'-0" of the foundation wall is exposed - use R-11 PSK fiberglass blanket insulation, full height of wall.B.
Floors at overhangs: R-30 Batt Insulation vapor barrier up - face stapled.
Floors of habitable spaces over unconditioned area: R-30 Batt Insulation vapor barrier to warm side.
Basement Slab on Grade at Frost Footing: R-10 Rigid Insulation, 2'-0" deep, at areas where grade covers 30" or less of
the Foundation Wall above the T/ Basement Slab.
4.
6.
7.
8.
9.
10.
Slab on Grade at Frost Footing: R-10 Rigid Insulation, 4'-0" deep - horizontal, 1'-0" deep - vertical.11.
All electrical installation shall meet the requirement of the 2009 Indiana Electrical Code.
Energy compliance follows the Indiana Residential Code. The following information describes Fischer Homes minimum energy package. Refer
to the actual construction documents for additional state requirements.
1.Ceilings (Standard design, unless otherwise noted on plans): R-49 Blown Wool or Fiberglass Insulation with baffles every truss space.
2.Cathedral Ceilings with Attic Space above:
3.Cathedral Ceilings without Attic Space above:
If Interior Slope is 5/12 or less: 4' long R-38HD Batt Insulation with Kraft face vapor barrier down - face stapled (max. 500 sqft.) and
R-49 Blown Wool or Fiberglass Insulation for the rest of the ceiling.
A.
If Interior Slope is greater than 5/12: 8' long R-38HD Batt Insulation with Kraft face vapor barrier down - face stapled (max. 500 sqft.)
and R-49 Blown Wool or Fiberglass Insulation for the rest of the ceiling.
B.
2x12 Rafters: R-38HD Batt Insulation with Kraft face vapor barrier down - face stapled.A.
2x10 Rafters: R-30HD Batt Insulation with Kraft face vapor barrier down - face stapled.B.
Sawn lumber. Notches in solid lumber joists, rafters and beams shall not exceed one-sixth (d/6) of the depth of the member, shall not be
longer than one-third (d/3) 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 (d/4) 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 (d/3) 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
Exterior Frame Walls at Tubs, Showers and Fireplaces (Standard design, unless otherwise noted on plans): R-15HD Unfaced Batt
Insulation with FSK foil to warm side.
5.
The bottom of all footings shall extend to frost line (32" minimum).4.
From garages, utility buildings and other unheated accessory structures.
10 psf D.L.10 psf D.L.
UP to 6'-1"
MAXIMUM SPAN @ 24" o/c
MAXIMUM RAFTER SPAN TABLE - LIGHT ROOF COVERING
SIZE
RAFTER
ATTACHED
20 psf L.L.
WITH DRYWALL CEILING
MAXIMUM SPAN @ 24" o/c
ATTACHED
20 psf L.L.
UP to 6'-1"2 x 4 - SPF#3
UP to 8'-10"UP to 8'-10"2 x 6 - SPF#3
UP to 16'-2"UP to 16'-2"2 x 8 - SYP#1
UP to 21'-1"UP to 22'-1"2 x 10 - M29
UP to 25'-7"n/a2 x 12 - M29
WITH NO CEILING
2x RAFTER SPACED @ 24" o.c.
RAFTER SPAN
Frame all exterior Door Header Heights* per the exterior door rough opening charts off top of subfloor at all floor materials.A.
2'-8" Single
3'-0" Single
6'-0" Double
DOOR WIDTH BASE ONE 10" SL TWO 10" SL ONE 12" SL TWO 12" SL ONE 14" SL TWO 14" SL
2'-8" Single
3'-0" Single
34 1/2"
38 1/2"
6'-0" Double
75"
50"61 1/2"52"65 1/2"69 1/2"54"
-
37 1/2"
41 1/2"
------------------
------
----
Rough Opening Width Dimensions
Masonry Opening Width Dimensions
6'-8" Height
8'-0" Height
DOOR HEIGHT NO TRANSOM
6'-8" Height
83 1/4"
99 1/4"
87 3/4"-----
Rough Opening Height Dimensions*
Masonry Opening Height Dimensions**
SHOULDER
TRANSOM
HALF ROUND
TRANSOM
24" HIGH
TRANSOM
18" HIGH
TRANSOM
12" HIGH
TRANSOM
NOTE:* Rough Opening heights include a 1x4 Treated Sill Plate, which is added to the threshold of all doors.
** Masonry / Concrete Opening heights 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.
*** Rough Opening heights for doors with leaded glass transoms are 1/4" higher.
95 1/4"***
111 1/4"***
101 1/4"
---
107 1/4"100 3/4"***118"***
134"***
5'-0" Patio
6'-0" Patio
------------
8'-0" Patio
9'-0" Patio
------------
60 1/2"
72 1/2"
95 5/8"
107 5/8"
6'-8" Patio Ht 80 3/4"----
SGD Height 80"----
92 3/4"
92"
8'-0" Patio Ht 99 1/4"-----
5'-0" Patio
6'-0" Patio
------------
5'-0" SGD
6'-0" SGD
------------
63 1/2"
75 1/2"
63"
75"
6'-8" Patio Ht 85 3/4"-----
SGD Height 84 1/2"-----
--
2'-6" Single 32 1/2"------
6'-0" Patio (8ft ht)
9'-0" Patio (8ft ht)
------------
5'-0" SGD
6'-0" SGD
------------
76"
113 1/2"
60"
72"
1.
All material and equipment shall bear the label or approval of the Underwriters Laboratories.2.
All mechanical, electrical and plumbing work shall comply with state and national codes, as well as, local governing codes and/or ordinances.3.
All baths to have exhaust fans, min. 50 cfm, vented to exterior.5.
MECHANICAL, PLUMBING & ELECTRICAL NOTES
Brick veneer (where indicated on plans) is to have 22 gage (minimum) corrugated, galvanized steel wall ties at 16" o/c horizontal and 22" o/c
vertical (7 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.
CONDITION
5" x 3" x 5/16"
4" x 3" x 1/4"
4" x 3" x 1/4"
NOTE: FOR ALL ANGLES & BENT PLATES, LONG LEG IS VERTICAL.
16'-3" - 18'-2"
8'-3" - 16'-2"
6'-1" - 8'-2"
2'-6" - 6'-0"
0" - 32"6"
9" - 97"
0" - 8"
6"
6"
0" - 24"
25" - 49"
ALL
6"
6"
4"
BEARINGANGLE SIZECLEAR SPAN BRICK HEIGHT ANGLE LENGTHS RESOURCE
9'-3" - 17'-2"
7'-1" - 9'-2"
3'-2" - 6'-8"
17'-3" - 19'-2"
7'-1" - 9'-2"
5" x 3" x 5/16"
9'-3" - 17'-2"
REFER TO PLANS FOR SIZE > 32"6"TWO STORY BRICK CONDITION
9" x 3" x 5/16" BENT PLATE
9" x 3" x 5/16" BENT PLATE
ANGLE 2-6-Q, 3-0-Q, 3-6-Q, 3-8-Q, 4-0-Q, 4-6-Q,
4-8-Q, 5-0-Q, 5-6-Q, 5-8-Q, 6-0-Q, 6-6-Q, 6-8-Q
ANGLE 7-0 L4-Q, 7-6 L4-Q, 8-0 L4-Q, 8-6
L4-Q, 9-0 L4-Q
ANGLE 7-0 L5-Q, 7-6 L5-Q, 8-0 L5-Q, 8-6
L5-Q, 9-0 L5-Q
ANGLE 9-6 L5-Q, 10-0 L5-Q, 10-6 L5-Q, 11-0 L5-Q,
11-6 L5-Q, 12-0 L5-Q, 12-6 L-5-Q, 13-0 L5-Q, 13-6
L5-Q, 14-0 L5-Q, 14-6 L5-Q, 15-0 L5-Q, 15-6 L5-Q,
16-0 L5-Q, 16-6 L5-Q, 17-0 L5-Q
ANGLE 9-6 L10-Q, 10-0 L10-Q, 10-6 L10-Q, 11-0
L10-Q, 11-6 L10-Q, 12-0 L10-Q, 12-6 L10-Q, 13-0
L10-Q, 3-6 L10-Q, 14-0 L10-Q, 14-6 L10-Q, 15-0
L10-Q, 15-6 L10-Q, 16-0 L10-Q, 16-6 L10-Q, 17-0
L10-Q
ANGLE 17-6 L10-Q, 18-0 L10-Q, 18-6 L10-Q,
19-0 L10-Q
30# LOADING
Drilling and notching of top plate: 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.
Interior perimeter foundation drain shall be installed with 3" drain tile at 6'-0" o/c through concrete footing.6.
Contractor shall install poly sill sealer between all sill plates and top of foundation wall of all living areas.1.
Contractors shall glue and seal plates at floor, window, and door perimeter/door thresholds during construction.2.
All sheathing penetrations during construction shall be patched and repaired according to manufacturer's specifications.3.
AIR INFILTRATION NOTES
The exterior landing at the required egress doorway (front door) 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.
1.
2.
3.A landing is not required at the top of an interior flight of stairs, including stairs in an enclosed garage, provided a door does not swing
over the stairs.
A top landing is not required for the stairway located on the exterior side of the door, provided that the threshold of the door is not more
than 30 inches above the adjacent grade and the door does not swing over the stairway.
12.Lighting Equipment: A minimum of 90 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps.
A drip edge shall be provided at eaves and gables of shingle roofs. Adjacent pieces of drip edge shall be overlapped a minimum of 2 inches.
Drip edges shall extend a minimum of 1/4 inch below the roof sheathingand extend up the roof deck a minimum of 2 inches. Drip edges shall
be mechanically fastened to the roof deck at a maximum of 12 inches o.c. with fasteners as specified in Section R905.2.5. Underlayment shall
be installed over the drip edge along eaves and under the underlayment on gables. Unless specified differently by the shingle manufacturer,
shingles are permitted to be flush with the drip edge.
20.
GENERAL NOTES
Rough Opening Sizes for Interior Door and Room Openings: (Unless otherwise noted on plans)1.
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.
Frame all interior 6'-8" Non Load-Bearing Door and Bi-Pass Door Header Heights at 82 3/4" off subfloor at vinyl materials.B.
Frame all interior 6'-8" Load-Bearing Door Header Heights at 82 3/4" off subfloor at all floor materials.C.
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.
Frame all interior 8'-0" Non Load-Bearing Door and Bi-Pass Door Header Heights at 98 3/4" off subfloor at vinyl materials.E.
Frame all interior 8'-0" Load-Bearing Door Header Heights at 98 3/4" off subfloor at all floor materials.F.
Rough Opening Sizes for Exterior Door Openings: (Unless otherwise noted on plans)2.
Rough Opening Sizes for Vinyl and Vinyl-Clad Windows: (Unless otherwise noted on plans)1.
Rough Openings are noted on the exterior Elevations and Floor Plans as the window description.
For Example:
- 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.
Refer to Sheets A3.0 and A3.1 for Window Header Heights.B.
Egress Sizes for Vinyl Windows: 4050, 4440, 5040, 6040 slider windows and larger, 3052, 3056, 3450 single hung windows and larger
meet egress requirements.
2.
C.
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.
These plans are not to be scaled for construction purposes. Dimension lines and notes supersede all scale reference.3.
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.
Floor and floor framing plan dimensions are to outside face of wood framing. Exterior walls are 3-1/2 inches thick unless noted otherwise.7.
Glazed areas in hazardous locations shall be tempered:19.
Hazardous locations. The following shall be considered specific hazardous locations for the purposes of glazing:
There shall be a floor or a minimum 3 foot by 3 foot landing on each side of each exterior door.
Exceptions:
18.
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 securely fastened in place.
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.
In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs; as follows:1.
Vertically at the ceiling and floor levels.1.1
Horizontally at intervals not exceeding 10 feet.1.2
At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings.2.
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.
Chimneys and fireplaces.5.
Openings between garage and residence shall be equipped with 20 minute fire rated insulated hollow metal doors, 2'-6"min door width.14.
Prefabricated Fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing.15.
Provide an attic access framed opening of 22" x 30" minimum to any attic area that exceeds 30 square feet and has a vertical height of 30
inches or greater. The vertical height shall be measured from the top of the ceiling framing members to the underside of the roof framing
members.
16.
1.
Concrete work shall have the following specified compressive strength at 28 days PSI.2.
All concrete footing and column pads:A.
Basement slabs and interior slabs on grade, except garage slabs:B.
All basement walls, foundation walls, exterior walls and other vertical concrete work exposed
to weather:
C.
All garage floor slabs:D.
All exterior flatwork and steps:E.
* 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 24"d. rigid (R = 10.0) and to be installed by the concrete
subcontractor. Refer to construction documents for any additional county/city requirements.
5.
Sump Pump to be installed as required and located at builder's discretion.9.
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.
10.
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.
11.
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:
13.
A.
From driveways, walks, patios and other flatwork not likely to be enclosed and heated at a later date.B.
Where approved by the Building Official, based on local site conditionsC.
The minimum grade and allowable stresses for structural members are:
A. Repetitive member uses:
Studs = SPF stud grade or better
Headers, and Beams = M29 Machine Graded or equivalent: Douglas Fir Larch (SS), M23 Machine Graded, SYP (Dense SS),
I-Joist = LPI series 20Plus and 42Plus Boise Versa-Lam LVL Beam
Rafters (2x4 and 2x6) = SPF #3
Rafters (2x8) = SYP #1
Rafters (2x10 and larger) = M29 Machine Graded or equivalent: Douglas Fir-Larch (SS), M23 Machine Graded,
SYP (Dense SS), Boise Versa-Lam LVL Beam
B. Microlam LVL's(min values): Fb = 2600 Fv = 285 E = 1.9 x 10 Fc = 750
C. Steel Beams: Yield stress values of Fy = 50 ksi
3.
Design Live Loads are:4.
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
Truss Design Load:
Live Design Load 20 lbs/sf
Dead Design Load
Total Design Load 37 lbs/sf
Trusses shall be connected to wall plates by the use of approved connectors and shall be installed in accordance with the manufacturer's
specifications:
(1) Simpson Strong Tie (H2.5A):
510 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 H/180
Floors L/360
Exterior walls - wind loads with brittle finishes H/240
Exterior walls - wind loads with flexible finishes H/180 - exterior walls with interior gypsum board finish
All Other Structural Members L/240
The following Floor System is offered:8.
Conventionally Framed Roof Rafters (The following are standard unless otherwise noted):5.
Use 2x12 rafters @ all insulated spacesA.
All rafters to be spaced at 24" o/c unless noted otherwise on construction documentsB.
All rafter slopes to be greater than 3:12C.
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.
Drilling and notching - studs: 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.
Approved stud shoes may be used when installed in accordance with the manufacturer's recommedation.2.
11.
No holes or notches are allowed in beams without written approval of Fischer Homes Architectural Services.12.
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.
No cutting, notching or modifications shall be made to any trusses without the approval of Fischer Homes Architectural Services.14.
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.
Steel lintels supporting masonry veneer are as follows:17.
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.
1.
Guardrails and Handrails (Concentrated load)200 lbs
Low-'E' glazing specifications:4.
1st & 2nd Floor Windows 0.31
Basement Slider Windows
Basement Hopper Windows
U-factor =0.28SHGC =
0.32U-factor =SHGC =
0.31U-factor =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.
Frame Bi-Pass Door widths to dimensions labled.G.
Frame interior Single Swing Door and Double Swing Door widths to 2" wider than door size.H.
Frame interior Double Swing Door w/ T-Astragal widths to 3" wider than total door size.I.
Stairways17.
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.
Handrails
Egress Sizes for Vinyl-Clad Windows: 4040, 5030, 6030 slider windows and larger, 2856, 3049, 3449 double hung windows and larger
meet egress requirements.
3.
Vinyl Windows
0.32U-factor =0.29SHGC =
n/aU-factor =SHGC =
n/aU-factor =SHGC =
n/a
n/a
Vinyl-Clad Windows
6
Drilling and notching at joists and rafters: Structural floor members shall not be cut, bored or notched in excess of the limitations
specified in this section.
Engineered wood products. 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.
All exterior walls shall be sheathed with Thermo-Sheath exterior sheathing (blue) or DRYline TSX (blue). For Thermo-Sheath, refer to DrJ
evaluation report TER No. 1310-03. For DRYline TSX, refer to DrJ evaluation report TER No. 1407-07. Both sheathings provide a water-resistive
barrier complying with Section R703.2, provided horizontal and vertical joints are weather-lapped at least 3/4-inch. Sheathing shall be anchored
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. '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 45° from the horizontal and attached to the framing in conformance
with the manufacturer's specifications.
2.
Tongue and groove OSB (Oriented Strand Board), glued and nailed per APA rated STURDI-FLOOR specifications. Refer to Purchase Order
regarding thickness of OSB.
Concrete anchors used with C.M.U. or poured-in-place concrete walls shall be code approved Simpson Strong-Tie 1/2" x 6" Titen Threaded Anchor Bolts (or
equal) embedded 4 1/2-inches into C.M.U. walls spaced at 48"o/c maximum, 12" maximum from corners and within 12" from the ends of each plate section.
8.
FOUNDATION & FOOTING NOTES STRUCTURAL NOTES - Cont'd.DOORS & ROOM OPENINGS
WINDOWS
INSULATION / ENERGY NOTES
SHEET INDEX
STRUCTURAL NOTES
Frame all interior doors with 12-inch transoms by adding 12" to height specified by flooring material.J.
All specialty window rough openings will be noted on the Architectural Floor Plans.
40%wActualNominald/6 d/4 d/3 25%w 60%w
Table S-1
1 3/8"3 1/2"4"5/8"7/8"1 1/8"7/8"2 1/8"
2 1/4"5 1/2"6"7/8"1 3/8"1 7/8"1 3/8"3 1/4"
2 7/8"7 1/4"8"1 1/4"1 7/8"2 3/8"1 3/8"4 3/8"
9 1/4"10"1 1/2"2 3/8"3 1/8"
11 1/4"12"1 7/8"2 7/8"3 3/4"
Non-BEARING
STUDSJOISTS and RAFTERS BEARING STUDS
ALLOWABLE NOTCH AND BORED HOLE DIMENSIONS
L
dL/3 L/3
d/3
(MAX.)d/6(MAX.)NO NOTCHES
PERMITTED
d/3
(MAX.)
d/6 (MAX.)
FOR MEMBERS
LESS THAN 4"
NOMINAL DIM.dd/4(MAX.)d/3(MAX.)d2" (MIN.) FROM TOP
AND BOTTOM OF JOIST
Balconies (Exterior) and Decks 40 lbs/sf
Refer to Sheets A3.0 and A3.1 for Room Opening Header Heights.K.
Interior partitions shall be 2x4 stud construction with 1/2" gypsum board, unless otherwise noted. Load - Bearing walls shall have stud
placement 16", 19.2", 24" 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.
Balconies (Exterior) and Decks 40 lbs/sf
17 lbs/sf (7 lbs/sf - Top, 10 lbs/sf - Bottom*)
* Required insulation depth is greater than the joist or truss bottom chord depth.
Ultimate Design Wind Speed @ 115 mph, exposure B 16.5 lbs/sf
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 not less than 24 inches and the minimum net clear opening width shall be not less than 20 inches. The sill height shall
not be more than 44 inches measured from the finished floor to the bottom of the clear opening. 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.
8.
Glazing in all fixed and operable panels of swinging, sliding and bifold doors.
Exceptions:
1. Glazed openings of a size through which a 3 inch diameter sphere is unable to pass.
2. Decorative glazing.
1.
Glazing in an individual fixed or operable panel adjacent to a door where the bottom exposed edge of the glazing is less than 60 inches
above the floor or walking surface and is either within 24 inches of either side of the door in the plane of the door in a closed position or
where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of he hinge side of an
in-swinging door.
Exceptions:
1. Decorative glazing.
2. When there is an intervening wall or other permanent barrier between the door and the glazing.
3. Glazing in walls on the latch side of and perpendicular to the plane of the door in a closed position.
4. Where access through the door is to a closet or storage area 3 feet or less in depth. Glazing in this application shall comply with
Section R308.4.3 (Number 3 in this list).
5. Glazing that is adjacent to the fixed panel of patio doors.
2.
Glazing in an individual fixed or operable panel that meets all of the following conditions:
1. The exposed area of an individual pane greater than 9 square feet;
2. The bottom edge of the glazing less than 18 inches above the floor;
3. The top edge of the glazing is more than 36 inches above the floor; and
4. One or more walking surfaces are within 36 inches, measured horizontally and in a straight line, of the glazing.
Exceptions:
1. Decorative glazing.
2. When a horizontal rail is installed on the accessible side(s) of the glazing 34 to 38 inches above the walking surface. The rail 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
cross sectional height.
3. Outboard panes in insulating glass units and other multiple glazed panels when the bottom edge of the glass is 25 feet or more above
grade, a roof, walking surfaces or other horizontal surface adjacent to the glass exterior.
3.
Glazing in guards and railings, including structural baluster panels and nonstructural in-fill panels, regardless of area or height above a
walking surface.
4.
Glazing in walls, enclosures or fences containing or facing hot tubs, spas, whirlpools, saunas, steam rooms, bathtubs, showers and indoor
or outdoor swimming pools where the bottom exposed edge of the glazing is less than 60 inches measured vertically above any standing
or walking surface. This shall apply to single glazing and all panes in multiple glazing.
Exception:
Glazing that is more than 60 inches, measured horizontally and in a straight line, from the water's edge of a bathtub, hot tub, spa,
whirlpool or swimming pool or from the edge of a shower, sauna, or steam room.
5.
Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent walking surface of stairways,
landings between flights of stairs and ramps.
Exceptions:
1. When a rail is installed on the accessible side(s) of the glazing 34 to 38 inches above the walking surface. The rail 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
cross sectional height.
2. Glazing 36 inches or more measured horizontally from the walking surface.
6.
Glazing adjacent to the landing at the bottom of a stairway where the glazing is less than 36 inches above the landing and within a 60
inch horizontal arc less than 180 degrees from the bottom tread nosing.
Exception:
The glazing is protected by a guard complying with Section R312 and the plane of the glass is more than 18 inches from the guard.
7.
12"
12"d"-3"22"3"d"-3"2d"12"2"
6"℄℄℄
℄℄℄℄℄All multiple 2x headers and 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. Refer to chart for multiple LVL header and beam fastening, unless noted otherwise.
Width# Plys Depth
2 2
2 14" - 18"3
2 Up to 24"4
MULTIPLE-PLY LVL HEADER and BEAM FASTENING
Nail
Rows
Nail
Spacing
714" - 1178"312"
312"
312"
Width# Plys Depth
3 2
3 14" - 18"3
3 Up to 24"4
Nail
Rows Nail Spacing
714" - 1178"514"
514"
514"
12" o/cstaggered
12" o/cstaggered
12" o/cstaggered
12" o/cstaggered, both sides
12" o/cstaggered, both sides
12" o/cstaggered, both sides
(1) MiTek (RT7A):
495 lbs/connector
1-28-2021
9.All required smoke alarms shall be installed in each separate sleeping room, outside of each separate sleeping area in the immediate vicinity
of the bedrooms and on each additional story of the dwelling, including basements, but not including crawl spaces and uninhabitable attics. In
dwellings or dwelling units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper
level shall suffice for the adjacent lower level, provided that the lower level is less than one full story below the upper level, then a smoke
alarm is required on each level. Smoke alarms shall be installed not less than 3 feet horizontally from the door or opening of a bathroom that
contains a bathtub or shower unless this would prevent placement of a required smoke alarm. All required smoke alarms shall be
interconnected in such a manner that the actuation of one alarm will actuate all alarms in the individual unit and shall provide an alarm which
will be audible in all sleeping areas over background noise levels with all intervening doors closed. All required smoke alarms shall receive
their primary power from the building wiring, and when primary power is interrupted, shall receive power from a battery. An approved
combination smoke alarm and carbon monoxide alarm shall be installed outside of each separate sleeping area in the immediate vicinity of the
bedrooms in dwelling units within which fuel-fired appliances are installed and in dwelling units that have attached garages. When a
fuel-burning appliance is located within a bedroom or its attached bathroom, a combination smoke alarm and carbon monoxide alarm shall be
installed within the bedroom. Where more than one carbon monoxide alarm is required, the devices shall be interconnected in such a manner
that the actuation of one alarm will actuate all alarms. All smoke alarms shall be listed and labeled in accordance with UL 217, all combination
smoke and carbon monoxide alarms shall be listed and labeled in accordance with UL 217 and UL 2034, and all shall be installed in accordance
with the manufacturer's instructions.
4 - 8d box (2 1/2" x 0.113") or
3 - 8d common (2 1/2" x 0.131")
Joist to Sill, Top Plate
or Girder, toe nail
Table 602.3(1) - FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
16d common (3 1/2" x 0.162")Sole Plate to Joist or
Blocking, face nail
16" o.c.
3 - 16d box (3 1/2" x 0.135")Sole Plate to Joist or
Blocking at Braced Wall
Panels, face nail
3 - 16d box (3 1/2" x 0.135") or
2 - 16d common (3 1/2" x 0.162")
Top or Sole Plate to
Stud, end nail
4 - 8d box (2 1/2" x 0.113") or
3 - 16d box (3 1/2" x 0.135")
Stud to Sole Plate,
toe nail
10d box (3" x 0.128") or
16d common (3 1/2" x 0.162")
Double Studs, face nail
Double Top Plates,
face nail
8d box (2 1/2" x 0.113") or
8d common (2 1/2" x 0.131")
Rim Joist to Sill or Top
Plate, toe nail
3 - 10d box (3" x 0.128") or
2 - 16d common (3 1/2" x 0.162")
Top Plates, Laps at
Corners and
Intersections, face nail
16d common (3 1/2" x 0.162") or
16d box (3 1/2" x 0.135")
Built-up Header, each
edge face nail
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.
16" o.c.
24" o.c.
12" o.c.
16" o.c.
8 - 16d common (3 1/2" x 0.162")Double Top Plates, min.
24-inch Offset of End
Joists, face nail in
lapped area
4" o.c.
6" o.c.
16" o.c.
12" o.c.
5 - 8d box (2 1/2" x 0.113") or
4 - 8d common (2 1/2" x 0.131")
3 - 16d box (3 1/2" x 0.135") or
3 - 10d common (3" x 0.148")
Rafter to Plate, toe nail
2 on one side, 1 on opposite
16d common (3 1/2" x 0.162")Corner Studs, face nail 16" o.c.
10d box (3" x 0.128")
and
3 - 10d box (3" x 0.128")
Built-up Girders and
Beams, 2-inch lumber
layers
Nail each
layer: 24" o.c.
at top &
bottom,
staggered on
opposite
sides. Face
nail at ends &
at each splice.
4 - 16d (3 1/2" x 0.135") or
3 - 10d common (3" x 0.148")
3 - 16d box (3 1/2" x 0.135") or
2 - 16d common (3 1/2" x 0.162")
Roof Rafters to Ridge,
Valley or Hip Rafters:
toe nail
end nail
4 - 10d box (3" x 0.128") or
3 - 10d common (3" x 0.148")
Collar Tie to Rafter,
face nail (or)
1 1/4" x 20 ga. ridge
strap to rafter
4 - 8d box (2 1/2" x 0.113") or
3 - 8d common (2 1/2" x 0.131")
Blocking between Joists
or Rafters to Top Plate,
toe nail
a.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 wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 inches of roof edges and ridges, nails shall be
spaced at 6 inches on center where the ultimate design wind speed is less than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed
is 130 mph or greater but less than 140mph.
g.Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to ASTM C 208.
h.Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at 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 a,b,c Edges (inches)h Intermediate Supports (inches)c,e
6d common (2" x 0.113") nail (subfloor, wall)
8d common (2 1/2" x 0.131") nail (roof) or
RSRS-01 (2 3/8" x 0.113") nail (roof)
1/2" and less 6 12fSubfloor, Roof & Wall
Sheathing to Framing
Structural Laminated
Sheathing
16 gauge 1" crown x 1 1/4" leg staples.137"3 3
6d deformed (2" x 0.120") nail or
8d common (2 1/2" x 0.131") nail
3/4" and less 6 12Combination 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
10d box (3" x 0.128") or
16d common (3 1/2" x 0.162")
i
i
i.Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule, provide two toe nails on one side of the rafter and toe nails from the
ceiling joist to top plate in accordance with this schedule. The toe nail on the opposite side of the rafter shall not be required.
j.RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667.
j
4.GFI outlets are to be located in kitchen, baths, laundry, garages and exterior.
Series
LPI 20Plus
Depth Simple Span
LPI FLOOR SPAN TABLE - L/480, 40 lb LIVE LOAD
11 78"17'-0"
19'-10"
Continuous Span
LPI 42Plus 11 78"
24" o.c.
21'-2"
24'-11"
12" o.c.
19'-4"
22'-8"
16" o.c.
18'-3"
21'-4"
19.2" o.c.
17'-1"
21'-7"
24" o.c.
23'-1"
27'-1"
12" o.c.
21'-0"
24'-8"
16" o.c.
19'-2"
23'-3"
19.2" o.c.WILLIAM L. KAUFH O L Z
ARCHITECTOVERBROOK FARMSREASON FOR PLOT:PLOT DATE:Job No.
Sheet No.INHOMESITE NO.OFFICE REVIEW:MASTER BY:DATE:CDATE:3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO:DATE:PERMIT:SIGN-OFF:CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:2/25/2021 10:52 AM#OBF011000000VIJAYALAKSHMI CUTTAMANCHI3965 BEAR CREEK WAYCLAY46-430-CLAY FRENCH MANOR WITH BRICKCARMEL, IN10005/2017JP------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:----KIRANKUMAR MANUBOLU SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLCGN
7'-9"8'-1"8'-0" FOUNDATION
T/ FND.
T/ GARAGE DBL. T/ PLATE
T/ OWNER'S BATH FLR. SUBFLR.
T/ OWNER'S BATH DBL. T/ PLATE
9'-1"8'-1"T/ 1st FLR. SUBFLR.
T/ 1st FLR. DBL. T/ PLATE
T/ 2nd FLR. SUBFLR.
T/ 2nd FLR. DBL. T/ PLATE
01
A1.1
BAY WINDOW
- DTLS 05,06,10/A1.1
4" x 4" CAST STONE SILL
- PROJECT BOTTOM 1"
- SEE DTL. 09/D1.3
1x6 DOOR THRESHOLD
12" x 912" HARDBOARD FRIEZE
- w/ F.C.B. BACK UP
- w/ BARGE MOULD
1x6 CORNER TRIM
- w/ F.C.B. BACK UP
14
12
12
12
DRYWALL
WINDOW
4034"
1x8 SYNBOARD RAKE
BRICK SOLDIER ARCH
- PULL 12" FROM VENEER
CAST STONE DOOR SURROUND
- DTL. 02/A1.1
14
12
r=2
'-2"
8814"
12" x 912" HARDBOARD FRIEZE
- w/ BRICK LADDER
- w/ BARGE MOULD
1x8 GUTTER BOARD
1x10 WINDOW TRIM
- SEE DTL. 07/D1.3
1x4 WINDOW TRIM
- SEE DTL. 05/D1.3
1x8 SYNBOARD FRIEZE
- w/ BRICK LADDER
- NO BARGE MOULD ON CURVE
r=8'-278"72"h ARCHED BOARD-N-BATTEN SHUTTER
ROOF CRICKET
- DTL 12/D1.0
r=8'-278"8814"
4'-1112"4'-1112"
2'-212"
ALUMINUM DOWNSPOUT
- w/ DECORATIVE CONDUCTOR
- (3) ON FRONT ELEVATION ONLY
CAST STONE CAP
- Q-PC22
- DTL 08/A1.1
BRICK ROWLOCK
BRICK SOLDIERS
- PULL 12"3'-0"2'-034"r=4
'
-0"4'-0"###
DIMENSIONAL SHINGLES
7'-612"
RAKE BOARD 3'-114"
4'-514"
1'-4"3'-114"
4'-514"
1'-4"r=4'-158"r=3'-912"1'-1038"3
4
7
5
PAD OUT 3 12"
OVER BRICK
4
16
1
1x4 CORNER
TRIM
6'-9"9'-1"T/OWNER'S
SUBFLR.
T/OWNER'S
DBL. T/PLATE
T/1st FLR.
DBL.T/PLATE
T/ FDN.9'-1"8'-1"T/ 2nd FLR.
SUBFLR.
T/2nd FLR.
DBL. T/PLATE
T/1st FLR.
DBL. T/PLATE
T/ 1st FLR.
SUBFLR.
1x4 CORNER
TRIM
10
9
10
16
10
7
10
1x4
CORNER TRIM
--
D5.0
11
12
4
14
12
12
7.5
12
14 12
14
12
7.5
14
12
1
2
10
16
24"
FIBER CEMENT BOARD
PANEL w/ 1x4 SURROUND
14
12
1x4 CORNER
TRIM
24"
Note:All square footage calculations are taken to face of
veneer.
Gross square footage: Includes square footage that
takes into account floor space in a two-story volume.
Net square footage: Gross square footage minus the
floor space in a two-story volume. Net square footage
should be used for determining appraisal value.
SQUARE FOOTAGE
GROSS AREA NET AREA
BASEMENT (UNFINISHED)
DECK
FIRST FLOOR
GARAGE
OWNER'S SUITE LEVEL
PORCH
REC ROOM
SECOND FLOOR
1209 Sq.Ft.
16 Sq.Ft.
1171 Sq.Ft.
469 Sq.Ft.
747 Sq.Ft.
17 Sq.Ft.
475 Sq.Ft.
1109 Sq.Ft.
1209 Sq.Ft.
16 Sq.Ft.
1150 Sq.Ft.
469 Sq.Ft.
747 Sq.Ft.
17 Sq.Ft.
475 Sq.Ft.
795 Sq.Ft.
ALL SIDES: HORIZONTAL OR SHAKE SIDING
TO BE FIBER CEMENT BOARD
SIDING MATERIAL:WILLIAM L. KAUFH O L Z
ARCHITECTOVERBROOK FARMSREASON FOR PLOT:PLOT DATE:Job No.
Sheet No.INHOMESITE NO.OFFICE REVIEW:MASTER BY:DATE:CDATE:3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO:DATE:PERMIT:SIGN-OFF:CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:2/25/2021 10:52 AM#OBF011000000VIJAYALAKSHMI CUTTAMANCHI3965 BEAR CREEK WAYCLAY46-430-CLAY FRENCH MANOR WITH BRICKCARMEL, IN10005/2017JP------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:----KIRANKUMAR MANUBOLU SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLCA1.0
MATERIAL LEGEND
1
3
1x8 RAKE BOARD
4
1x8 GUTTER BOARD
- w/ ALUM. GUTTER & DOWNSPOUTS
12" x 912" HARDBOARD FRIEZE
- TRIM TO T/ WINDOWS
5 FIBERGLASS / ASPHALT SHINGLES
<OR>
DIMENSIONAL SHINGLES
- REFER TO SELECTIONS
6 PREFINISHED CORNER TRIM
- TYPICAL w/ VINYL SIDING
<OR>
1x4 CORNER TRIM
- TYPICAL w/ FIBER CEMENT PLANK SIDING / PANELS
7 1x6 WINDOW JAMB TRIM
8
9
1x8 WINDOW JAMB TRIM
1x10 WINDOW JAMB TRIM
12 1x12 KICK PLATE
- TRIM TO FIT
13 (2) 1x8 KICK PLATE
- BUTTED TOGETHER
10 214"h. x 4"d. CAST STONE SILL
- PROJECT BOTTOM 1"±
HORIZONTAL SIDING
- REFER TO BOX NOTE
BELOW FOR MATERIAL
- SEE DTL SHEETS WS-V OR WS-F
SHAKE SIDING
- REFER TO BOX NOTE
BELOW FOR MATERIAL
- SEE DTL SHEETS WS-V OR WS-F
FIBER CEMENT BOARD PANEL
- STUCCO FINISH
- SEE DTL SHEET WS-F
ALL MATERIALS ARE 'TYPICAL' UNLESS OTHERWISE NOTED
CULTURED STONE VENEER
- REFER TO SELECTIONS
- SEE DTL SHEETS WS-C
BRICK VENEER
- SEE DTL SHEETS WS-B
WAVEY-EDGE CEDAR SIDING
- SEE DTL SHEETS WS-V OR WS-F
11 BRICK SILL COURSE
- SLOPE 1"
- PROJECT BOTTOM 1"
2 1x8 GABLE FRIEZE
NOTE:
REFER TO A7.0 FOR THE ROOF PLAN,
RIDGE VENT LOCATIONS, AND
GUTTER AND DOWNSPOUT LOCATIONS.
14 214"h. x 234"d. CAST STONE SILL
- PROJECT BOTTOM 34"±
15 12" x 912" HARDBOARD FRIEZE, LAPPED
- TRIM TO T/ WINDOWS
16 1x8 BAND BOARD
17 1x6 CORNER TRIM
18 1x12 TRIM
19 1x8 TRIM
20 358"h. x 658"d. CAST STONE SILL
- PROJECT BOTTOM 1"±
FIBER CEMENT BOARD PANEL
- VERTICAL SIDING
- SEE DTL SHEET WS-F
21 1x4 TRIM
22 1x10 TRIM
23 1x6 TRIM
24 BLOCKING @ TRUSS CANTILEVER
NOTE:
DASHED LINES BELOW T/
FOUNDATION DEPICT INSTALLED
WINDOWS OR DOORS
- LOCATED PER A2.0
25 BRICK SOLDIER COURSE
- PULL 12" FROM FACE OF VENEER
SCALE = 1'-0"
FRONT ELEVATION
1/4"01
SCALE = 1'-0"
LEFT SIDE ELEVATION
1/8"02 SCALE = 1'-0"
REAR ELEVATION
1/8"03 SCALE = 1'-0"
RIGHT SIDE ELEVATION
1/8"04
PREMANUFACTURED ARCH
- SEE DTL. 03/A1.1
CAST STONE ENTRY
SURROUND
BRICK VENEER
18" STRUCTURAL SHT'G.
1x6 SYNBOARD TRIM
- TRIM TO FIT
38" HARDBOARD
BARGE MOULD SURROUND
1x12 TRIM
- FIBER CEMENT BACK UP
- w/ BARGE MOULD
1x6 TRIM
FIBER CEMENT BOARD
- SMOOTH FINISH
SECTION - RECESSED ENTRY
SCALE:9'-358"CEILING HEIGHT UNDER REC. OPENING3/8" = 1'-0"7'-1114"DOOR HEADER HT.9'-1"WALL HT.1'-058"1'-134"3'-0"
PORCH DEPTH10"9'-358"SLOPE 112"
(14"/FT MIN)6" FROM T/ SUBFLRTO T/ PORCH SLAB09
D2.2
8" x 18" C.I.P.
CONCRETE FOOTING
8" thk. C.I.P.
CONCRETE WALL
#4 RE-BAR @ 18" o.c.
- FRONT TO BACK
UNCOMPACTED FILL
SIM.
12
D1.1
2'-812"
PORCH DEPTH
1'-11"8"8'-0" or 9'-0"REFER TO PLANS6"MIN.2'-0"2'-0"634"thk. PORCH SLAB112"
NOTE:
MUST PRESERVE
2'-0" OF NATURAL
SOIL
LEAD WALK
- w/ (4) DOWLED
RE-BARS w/ EPOXY
2x10 FLOOR JOISTS
- ABOVE RECESSED ENTRY
01
PREMANUFACTURED ARCH
- SEE DTL. 03/A1.1
CAST STONE ENTRY
SURROUND
BRICK VENEER
18" STRUCTURAL SHT'G.
1x6 SYNBOARD TRIM
- TRIM TO FIT
38" HARDBOARD
BARGE MOULD SURROUND
1x12 TRIM
- FIBER CEMENT BACK UP
- w/ BARGE MOULD
1x6 TRIM
FIBER CEMENT BOARD
- SMOOTH FINISH
SECTION - RECESSED ENTRY
SCALE:9'-358"CEILING HEIGHT UNDER REC. OPENING3/8" = 1'-0"7'-1114"DOOR HEADER HT.9'-1"WALL HT.1'-058"1'-134"10"9'-358"2x10 FLOOR JOISTS
- ABOVE RECESSED ENTRY
01
PREMANUFACTURED ARCH
- SEE DTL. 03/A1.1
CAST STONE ENTRY
SURROUND
BRICK VENEER
18" STRUCTURAL SHT'G.
1x6 SYNBOARD TRIM
- TRIM TO FIT
38" HARDBOARD
BARGE MOULD SURROUND
1x12 TRIM
- FIBER CEMENT BACK UP
- w/ BARGE MOULD
1x6 TRIM
FIBER CEMENT BOARD
- SMOOTH FINISH
SECTION - RECESSED ENTRY
SCALE:9'-3"CEILING HEIGHT UNDER REC. OPENING3/8" = 1'-0"7'-1114"DOOR HEADER HT.9'-1"WALL HT.978"1'-134"3'-0"
PORCH DEPTH778"9'-3"2x8 FLOOR JOIST
- ABOVE RECESSED ENTRY
8'-0" or 9'-0"REFER TO PLANSSLOPE 112"
(14"/FT MIN)
8" x 18" C.I.P.
CONCRETE FOOTING
8" thk. C.I.P.
CONCRETE WALL6" FROM T/ SUBFLRTO T/ PORCH SLAB09
D2.2
#4 RE-BAR @ 18" o.c.
- FRONT TO BACK
UNCOMPACTED FILL
SIM.
12
D1.1
2'-812"
PORCH DEPTH
1'-1012"8"6"MIN.2'-0"2'-0"634"thk. PORCH SLAB2"
07
D2.2
NOTE:
MUST PRESERVE
2'-0" OF NATURAL
SOIL
LEAD WALK
- w/ (4) DOWLED
RE-BARS w/ EPOXY
01 8"1/8" STRUCTURAL SHT'G.
5/8" O.S.B.
SCALE:
DETAIL - BOX BAY @ BEDROOM #4
618"
2x4 FRAME WALL:
w/ R-13 BATT INSUL.
3/4" = 1'-0"
SOLID BLOCKING
2x6 FRAME WALL:
w/ R-13 BATT INSUL.
(2) 2x NAILER FOR TRIM
1/2" x 4" TRIM
BRICK VENEER
- HOLD 1" FROM BAY WINDOW
318"318"
4'-612"
3'-0"
BIRCH PLYWOOD SEAT
618"
F.C.B. (SMOOTH)
1x2 TRIM
05
MILLED BRACKET 'F'
- SEE DTL. 06/A1.1
BATT INSULATION
1112"
1'-0"312"
8"
4"
SINGLE 2nd FL TOP PLATE
38" HARDBOARD
- TRIM TO FIT
2x8 BOX FRAMING
12" x 9 12" HARDBOARD
FRIEZE w/ BARGE MOULD
1x10 TRIM
- w/ 1x2 TRIM
(NAIL TO FACE OF 1x10)
SYNBOARD (RAKE)
- TRIM TO 7 14"
- EXTEND 4" FROM BAY
5'-3"
SYNBOARD (ROUGH) TRIM
- TRIM TO 1 34"1'-812"1/2" = 1'-0"
@ BEDROOM 4
SCALE:
3/4" BIRCH PLYWD. SEAT
2 1/4" CASING
FRAME BOX BAY CEILING
DOWN TO 7'-8"h.5"DOUBLE 2x8 w/ FLITCH SYP.
#1 HEADER ABOVE T/ PLATE
- HOLD TO INSIDE OF WALL
F.C.B. (SMOOTH)1'-6"714"SECTION & ELEVATION DETAIL - BOX BAY WINDOW
1x2 TRIM
1'-812"6'-0"7'-812"r=4'-6"4'-612"
1x2 TRIM
- w/ FIBER CEMENT BACK UP
914"914"3'-0"
10 1'-118"5'-2"9'-3 58"1st FLR. SUBFLOOR1158"DTL - RECESSED ARCH OPEN'G
SCALE:3/8" = 1'-0"
5'-2"312"03
9'-3 58"1st FLR. SUBFLOORDTL - TRIM @ ENTRY DOOR
SCALE:1/2" = 1'-0"
TRANSOM1114"ENTRY DOOR
1034"
1x12 TRIM
- APPLY TO SHEATHING
- BUTTED TO BRICK MOULD
1x12 TRIM (TRIM TO FIT)
- APPLY TO SHEATHING
- BUTTED TO BRICK MOULD
1x12 TRIM
- w/ ARCH CUT
- LAP OVER 1x12 TRIM
1x8 TRIM
- LAP OVER 1x12
714"314"
1x12 TRIM
- w/ F.C.B. BACK UP
FIBER CEMENT BOARD
- (SMOOTH)
- APPLY TO 18"
STRUCTURAL SHEATHING
BARGE MOULD
3'-1034"534"r=4'-238"04 812"512"312"2"34"114"
r=11
4"r=
1
1
4"
3"
1"
SCALE:3" = 1'-0"
DETAIL - MILLED BRACKET 'F'06
1'-6"1'-6"10"FOUNDATION WALL
4" CONCRETE BLOCK
BRICK VENEER
DTL. COURTYARD WALL BRICK
1'-6"3'-014"
SCALE:3/8" = 1'-0"
BRICK WALL
07
CAST STONE SILL CAP
- DTL. 13/A1.1
CAST STONE PIER CAP
- DTL.08/A1.1
3'-6"2'-358"10"1'-6"10"1'-6"3'-6"2'-358"10"CAST STONE SILL CAP
- DTL. 09/A1.1
1636P
2'-314"3'-6"1114"4'-238"
r=1
'-638"
2'-5"114"114"9"934"34"2'-212"
FRAMING WIDTH 558"2'-318"
CURVED ROOF RAFTERS
- MADE FROM 2x12'S
- w/ 2x4 BLOCKING BETWEEN
1x12 TRIM BOARD
- ON FACE OF GABLE
- w/ 1x2 SYNBOARD ATTACH
TO FACE OF 1x12
METAL FLASHING
1x6 TRIM BOARD SURROUND
2'-5"
OVERALL
WRAP SIDE OF DORMER
- w/ 18" STRUCTURAL SHEATHING
- SMOOTH FIBER CEMENT BOARD
- AND 1x4 TRIM
1/2" = 1'-0"
DETAIL - DORMER DETAIL
SCALE:11 40916"109516"758"758"62"
ENTIRE SURROUND
TO BE MADE OF
#HD2257 CAST
STONE BLOCKS
34"34"NOTE!
SET STONE SURROUND
ON TOP OF FDN WALL IN
12"thk. MORTAR BED
- ALL OTHER MORTAR
JOINTS TO BE 38"thk.
758"358"1"458"1"558"1"r=5538"r=63"25°
25°
25°119"1/2" = 1'-0"
DETAIL - CAST STONE ENTRY
SURROUND #Q-7A9S
SCALE:024'-0"1'-6"r=4'-
0"2'-034"3'-0"CAST STONE CAP
- Q-PC22
- DTL. 08/A1.1
BRICK ROWLOCK
BRICK SOLDIERS
- PULL 12"
3'-8"3'-0"±HEIGHT VARIES PER SOIL CONDITIONS
- WING WALL FOUNDATION SHOULD MATCH
FOUNDATION WALL HEIGHT @ GARAGE
3'-8"1'-6"1'-6"10"FOUNDATION WALL
4" CONCRETE BLOCK
BRICK VENEER
BRICK CURVED WING WALL
SCALE:3/8" = 1'-0"12
DETAIL - CAST STONE
SCALE:
22" x 22" PIER CAP #Q-PC22
1/2" = 1'-0"
22"5"2"3"22"LINE OF VENEER
08
DETAIL - CAST STONE
SCALE:
WALL CAP #Q-WWPC2-CLL
1/2" = 1'-0"4"438"1"
1212"
4"812"
4758"
4"1212"4"4"h. x 1212"w. CAST STONE WALL CAP- TRIM TO FIT WING WALL IN FIELD
- PROJECT BTM. 1" ±
13 SCALE:3" = 1'-0"
4"h. x 12 1/2"w.
CAST STONE SILL
- 4'-0" LONG, TRIM TO
FIT WING WALL IN FIELD
- PROJECT BTM. 1" ±
BRICK VENEER 4"38"438"34"
1'-012"
4"812"
DETAIL - CAST STONE SILL / CAP #Q-WWPC209
OMIT OMIT
OMIT OMIT
OMIT OMIT
OMIT
WILLIAM L. KAUFH O L Z
ARCHITECTOVERBROOK FARMSREASON FOR PLOT:PLOT DATE:Job No.
Sheet No.INHOMESITE NO.OFFICE REVIEW:MASTER BY:DATE:CDATE:3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO:DATE:PERMIT:SIGN-OFF:CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:2/25/2021 10:52 AM#OBF011000000VIJAYALAKSHMI CUTTAMANCHI3965 BEAR CREEK WAYCLAY46-430-CLAY FRENCH MANOR WITH BRICKCARMEL, IN10005/2017JP------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:----KIRANKUMAR MANUBOLU SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLCA1.1
01
A6.1
08
D2.1
03
A6.1
04
A6.1
08
D2.1
08
D2.1
01
A6.1
UP
3
A
B
C
REFER TO DETAIL SHEET D2.0 FOR
GARAGE SLAB REBAR REQUIREMENT
NOTE:
12
D2.1
06
D2.1
D WP01
A1.1
12
D2.1
12
A1.1
NOTE:
FLOOR SLAB STEPS UP 5'-412"
@ 5'-8"h. FOUNDATION WALL
NOTE:
APPLY DAMP OR WATER
PROOFING TO THESE
WALLS ALSO
6" SLEEVE THRU BASEMENT
FOOTING FOR CONTINUOUS
DRAIN TILE
4"w. x 6"d. LEDGE @ TOP OF
WALL FOR SLAB SUPPORT
- TURN DOWN SLAB TO LEDGE
RADON PIPE
- DETAIL 02/D2.1
WOOD GUARDRAIL
- EACH SIDE
WOOD HANDRAIL
- ONE SIDE
CONTROL JOINT
VERTICAL CONTROL JOINT
- SEE DETAIL 01/D2.1
W8 x 24 STEEL BEAM3" Ø SCHEDULE 40
STEEL COLUMN
48" x 48" x 18" THICK C.I.P.
CONCRETE COLUMN FOOTING
- HOLD T/ FT'G. DOWN 312"
FROM T/ SLAB
WH
FURNACE
REC ROOM
BASEMENT
UNEXCAVATED
CONTROL JOINT
FD
CONTROL JOINT WINDOW WELL- w/ DRAIN 5040 SL HOLD T/ GARAGE SLAB
DOWN 6" FROM T/FDN.
& SLOPE TO O.H. DOOR
2x4 NOTCH SLOPED 3"
FROM REAR TO FRONT
FOR SLAB SUPPORT
- SEE DTL. 10/D2.1
℄
℄
FULL BATH
ROUGH-IN SET T/WDW DOWN 10" FROM T/FDN.LINE OF LANDING ABOVEC.I.P. CONCRETE FT'G
- REFER TO DETAILS, SHEET D5.0
- SAFETY COVER8" C.I.P. CONCRETE
FOUNDATION WALLS
8'-0" FOUNDATION
NOTE:
4'-0"h. FDN. WALLS AT
GARAGE & LOWER LEVEL
- UNLESS OTHERWISE
NOTED IN FIELD FILE
- (1) NO. 4 REBAR CONT.
@ TOP & BOTTOM
PERIMETER INSULATION
- DEPTH PER CODE
- REFER TO GN
20" x 36" x 8"d.
C.I.P. CONCRETE
FOOTING
CONTROL JOINT
20" x 36" x 8"d.
C.I.P. CONCRETE
FOOTING
6" SLEEVE THRU BASEMENT
FOOTING FOR CONTINUOUS
DRAIN TILE
VERTICAL CONTROL JOINT
- SEE DETAIL 01/D2.1
HOLD T/ WALL DOWN 4"
FOR SLAB POUR-THRU
@ STAIR LANDING
8" x 18" C.I.P.
CONCRETE FOOTINGS
#4 REBAR @ 18" o.c.
- FRONT TO BACK
WATER
SOFT. R.I.
LOCATION
EJECTOR
LOC. TBD
IN FIELD DEDICATED OUTLET
FOR SUMP
SUMP
LOC. TBD
IN FIELD
SIM.
FD
NOTE:
MINIMUM 6 12" DEEP BRICK
CURBING AS REQUIRED PER
COMMUNITY FEATURES
- STEP LOCATIONS AND DEPTH
PER STANDARDS AND
GUIDELINES ON DTL. SHT. D2.3
3'-1112"
9'-3"
8"13'-012"TO ℄ STEEL COLUMN15'-9"
TO ℄ STEEL BEAM
8"
6'-10"6'-7"8"9'-312"8"13'-612"
TO ℄ STEEL BEAM
8"
13'-612"
18'-6"
8"13'-312"TO ℄ STEEL COLUMN18'-5"18'-112"8"
18'-912"
8"18'-912"
5'-0"8'-0"6"
1'-6"9'-038"4'-712"3'-0"6'-278"3'-758"29'-978"3'-4"4"3'-3"17'-7"12'-11"TO ℄ STEEL COLUMN312"10'-512"6'-934"
TO ℄ OF SINK
14'-134"TO ℄ OF PLUMBING WALL12"7'-3"21'-212"11'-912"
8"8"8"8"
6'-8"3'-3"8"7'-9"1'-612"8'-512"14'-10"
33" x 33" x 18" THICK C.I.P.
CONCRETE COLUMN FOOTING,
TYPICAL
- HOLD T/ FT'G. DOWN 312"
FROM T/ SLAB
3 12 " Ø, 11 Ga ADJUSTABLE
STEEL COLUMN
3" Ø, 11 Ga ADJUSTABLE
STEEL COLUMN
12" x 27" x 12" C.I.P.
CONCRETE BUMPOUT TO
WALL STRIP FTG.
- HOLD T/FT'G DOWN 312"
FROM T/SLAB
3" Ø STEEL COLUMN
12" x 24" x 12" C.I.P.
CONCRETE BUMPOUT TO
WALL STRIP FTG.
- HOLD T/FT'G DOWN 312"
FROM T/SLAB4"3'-4"29'-978"3'-758"
C.I.P. CONCRETE FT'G
- REFER TO DETAILS, SHEET D5.0
LINE OF LANDING ABOVE11'-1112"4'-7"5'-2"4'-0"4'-1112"10'-6"4'-1112"
46'-112"33'-112"11'-512"2'-0"6'-0"2'-0"44'-7"54'-7"12'-8"33'-512"
46'-112"6"15'-0"6"2'-0"2'-0"16'-0"30'-7"4'-0"54'-7"Xref ..\..\Constructs\Solved\Finished Basement - solved.dwg
FOUNDATION DIAGONALS
A B
A 0"A 44'-7"
B 44'-7"B 0"
C 61'-5 1/4"C 46'-3 9/16"
D 46'-9 3/4"D 69'-11 11/32"WILLIAM L. KAUFH O L Z
ARCHITECTFOOTING WIDTH GUIDE:10" FOUNDATION WALL8" FOUNDATION WALL18" wide FOOTING20" wide FOOTINGOVERBROOK FARMSREASON FOR PLOT:PLOT DATE:Job No.
Sheet No.INHOMESITE NO.OFFICE REVIEW:MASTER BY:DATE:CDATE:3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO:DATE:PERMIT:SIGN-OFF:CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:2/25/2021 10:52 AM#OBF011000000VIJAYALAKSHMI CUTTAMANCHI3965 BEAR CREEK WAYCLAY46-430-CLAY FRENCH MANOR WITH BRICKCARMEL, IN10005/2017JP------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:----KIRANKUMAR MANUBOLU SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLCA2.0
SCALE = 1'-0"
FOUNDATION PLAN
1/4"01
FOUNDATION PLAN NOTE:
1. FOUNDATION WALLS SHADED AS
TO BE SET AT T/ FDN ELEVATION
PER PLOT PLAN
2. FOUNDATION WALLS UNSHADED
TO BE DROPPED AS NOTED ON
FOUNDATION PLAN
FLOOR PLAN NOTE:
1. ALL EXTERIOR WALLS SHALL BE
FRAMED @ 16" o.c.
2. INTERIOR WALLS SHADED AS
INDICATES INTERIOR LOAD BEARING WALL TO
BE FRAMED w/ DBL. 2x4 or SGL. 2x6 @ 24" o.c.
- UNLESS OTHERWISE NOTED ON PLAN
- ALIGN JOISTS w/ STUDS.
3. INTERIOR WALLS SHADED AS
INDICATES INTERIOR WALLS TO BE FRAMED
@ 16" o.c.
UP
DN
03
A6.1
04
A6.1
AP251
51DOWN
HBHB
251
51
01
D3.0
02
D3.0
03
A6.0
01-03
FP1
FLRBRK
11
21
01
A6.1
01/02
A6.1
11
SET T/WINDOW @ 7'-9 14" OFF T/SLAB
2068 2468 MORNING ROOMFAMILY ROOM
FAMILY FOYER
FOYERPOWDER
TWO-CAR GARAGE
KITCHEN
TWO-STORY
36" HANDRAIL
(2) JACK STUDS
SECOND FLOOR
ABOVE
FLUSH BEAM NOTE:
ENGINEERED BY OTHERS
- w/ (1) 2x4 JACK STUD
@ EA. END
FLUSH BEAM NOTE:
ENGINEERED BY OTHERS
- w/ (3) 2x6 JACK STUDS @ EA. END
LINE OF LAUNDRY/MASTER BATH LEVEL ABOVE
(4) JACK STUDS
2x4 WALL FOR
BEARING & INSULATION
FLUSH BEAM NOTE:
ENGINEERED BY OTHERS
- CUT LAUNDRY/MASTER BATH WALL
PANEL ABOVE DOWN TO 7'-5 58"
CEILING RAISED TO
7'-1 14" FROM T/1st
FLOOR SUBFLR.
-SEE DTL. 04/A6.0
FLAT FRAME WALL BELOW T/ FDN.
- INSULATED w/ R-10 RIGID
INSULATION
- REFER TO DETAIL 06/A6.1
RADON PIPE 5'-138"TO ℄ OF RANGE HOOD/ OPT. MICROWAVE11'-6"512"17'-5"15'-0"
2'-2"4'-458"
11'-6"512"4'-1112"
TO NOSING
7'-10"
9'-8"
TO NOSING
2'-2"1'-11"2'-3"2'-6"3'-712"512"7'-5"512"4'-0"
9"8'-812"19'-3"
2'-10"3'-2"3'-2"7"
10'-0"11'-8"
6'-0"13'-1"4'-312"512"10'-234"512"2'-8"20'-812"4'-812"2'-10"3'-212"512"6'-5"2'-0"4'-8"3'-3"3'-3"512"2'-212"2'-3"512"6'-912"18'-012"512"6'-258"1'-534"90°2668 20 MIN.2'-10"2'-6"
OPENING
4"
2860 SH
TEMP
STUDY
6'-612"9'-4"(2)2668
5060 P
2860 SH
4'-4"4'-4"
2860 SH
2860 SH
2860 SH
TEMP
2868 2810 T NOTE:PROVIDE LOW CLEARANCEGARAGE DOOR TRACKS21'-8"31 12"h. HALF WALL
- w/ 1x10 MDF CAP & COVE MOULD
- HOLD 12" FROM FACE OF FDN WALL
-SEE DTL. 01/A6.1
REC ROOM
18'-312"25'-312"
3450 SH
3450 SH
LINE OF 4'-0"w. x 4'-0"d. DECK
2668 2"1'-812"5'-1"4'-2"
FLAT 2x4 BLK'G. FOR
STORAGE BUILT-IN
- SEE DTL. 02/D4.1
8"
3060 SH
3060 SH
3'-0"d X 7'-0"w
CONC. STOOP
3010 T
3068
3056 SH
3056 SH
4" CONC BLOCK
7"
NOTE:
VENT MICROWAVE / RANGE
HOOD TO EXTERIOR
- PROVIDE 2x12 FLAT
BLOCKING @ 67" A.F.F.
PROVIDE DRYWALL AND STRUCTURAL
SHEATHING AT THIS WALL
- SEE DTL. 04/WB1
CL'G. DROP FOR
HVAC
- SEE DTL. 27/D3.0
LINE OF OPTIONAL FLOORING
BREAK LOCATION
BALLOON FRAMED WALL
FLUSH BEAM NOTE:
ENGINEERED BY OTHERS
- w/ (2) 2x4 J.S. @ EACH END
4'-8"
FRAME WALL @ 9'-3 58"
FROM T/FDN WALL @
2'-0" EXPANSION ONLY
- REFER TO DETAILS, SHEET D5.0
SET T/WINDOW @ 7'-10 58"h.
FROM T/ FOUNDATION
- SINGLE 2x12 HEADER
(2) J.S.(7) J.S.
GIRDER TRUSS
2'-5"16'0"x7'0" O.H. GARAGE DOORw/ SINGLE
TOP PLATE
WALL
OVEN
1414"16' O.H. DOOR BEAM NOTE:W12x22 STEEL BEAM w/ SGL. TOP PLATE- INSTALL BEAM DIRECTLY BELOW TOP PLATE- w/ (5) 2x4 J.S. @ EA. END- ATTACH BEAM TO JACK STUDS w/ (2) 38"Ø x3"LONG (min.) LAG SCREWS(ONE @ EA. SIDE @ EA. END OF BEAM)FRAME T/ OP'NG
@ 83 14" A.F.F.
BEARING WALL FRAMED
w/SGL. 2x4's @ 24" o.c.
9'-1" CEILING
4'-1014"3'-412"3'-834"4'-312"2'-7"2'-7"4'-312"3'-314"3'-412"3'-314"
11'-1112"13'-9"4'-1112"9'-11"4'-1112"
45'-612"2'-0"6'-0"2'-0"44'-0"54'-0"3'-0"3'-012"3'-012"3'-0"2'-1"4'-512"4'-512"6'-5"3'-1034"8'-1"3'-1034"
12'-1"2"17'-5"15'-1012"
45'-612"1'-812"16'-0"30'-312"2'-0"2'-0"2'-0"48'-0"4'-0"54'-0"WILLIAM L. KAUFH O L Z
ARCHITECTOVERBROOK FARMSREASON FOR PLOT:PLOT DATE:Job No.
Sheet No.INHOMESITE NO.OFFICE REVIEW:MASTER BY:DATE:CDATE:3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO:DATE:PERMIT:SIGN-OFF:CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:2/25/2021 10:53 AM#OBF011000000VIJAYALAKSHMI CUTTAMANCHI3965 BEAR CREEK WAYCLAY46-430-CLAY FRENCH MANOR WITH BRICKCARMEL, IN10005/2017JP------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:----KIRANKUMAR MANUBOLU SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLCA3.0
1 X
X X
2 X
3 X
4 X
5 X
6 X
7 X
8 X
9 X
10X
11X
12X
13X
14X
15X
16X
17X
18X
19X
20X
21X
22X
23X
24X
LEGEND - STRUCTURAL HEADERS and BEAMS:
(1) 2x12 Header
(2) 2x12 Header
(2) 2x12 Header - w/ 12" Plywood Flitch ⅊
(3) 2x12 Header
(1) 2x10 Header
(2) 2x10 Header
(2) 2x10 Header - w/ 12" Plywood Flitch ⅊
(3) 2x10 Header
(1) 2x8 Header
(2) 2x8 Header
(2) 2x8 Header - w/ 12" Plywood Flitch ⅊
(3) 2x8 Header
(1) 134" x 1114" LVL Header
(2) 134" x 1114" LVL Header
(3) 134" x 1114" LVL Header
(4) 134" x 1114" LVL Header
(1) 134" x 914" LVL Header
(2) 134" x 914" LVL Header
(3) 134" x 914" LVL Header
(4) 134" x 914" LVL Header
(1) 134" x 714" LVL Header
(2) 134" x 714" LVL Header
(3) 134" x 714" LVL Header
(4) 134" x 714" LVL Header
NOTE: Bold number identifies header type, small
number in 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
0 No Header
25X
26X
27X
28X
(1) 2x12 Header
w/ (1) Jack Stud @ each side of each window
(2) 2x12 Header
w/ (1) Jack Stud @ each side of each window
(1) 2x10 Header
w/ (1) Jack Stud @ each side of each window
(2) 2x10 Header
w/ (1) Jack Stud @ each side of each window
29X
30X
(1) 134" x 14" LVL Header
(2) 134" x 14" LVL Header
31X
32X
(1) 134" x 16" LVL Header
(2) 134" x 16" LVL Header
33X
34X
(1) 134" x 18" LVL Header
(2) 134" x 18" LVL Header
35X
36X
(1) 134" x 20" LVL Header
(2) 134" x 20" LVL Header
FLOOR PLAN NOTE:
1. ALL EXTERIOR WALLS SHALL BE
FRAMED @ 16" o.c.
2. INTERIOR WALLS SHADED AS
INDICATES INTERIOR LOAD BEARING WALL TO
BE FRAMED w/ DBL. STUDDED 2x4
or SGL. STUD 2x6 @ 24" o.c.
- UNLESS OTHERWISE NOTED ON PLAN
- ALIGN JOISTS w/ STUDS.
3. INTERIOR WALLS SHADED AS
INDICATES INTERIOR WALLS TO BE FRAMED
@ 16" o.c.
SCALE = 1'-0"
FIRST FLOOR FRAMING PLAN
1/4"01
ROOM OPENING HEADER NOTE:
8'-1" 1st FLOOR PLATE HEIGHT: FRAME ALL 1st FLOOR
ROOM OPENING HEADERS AT 81 14"* OFF SUBFLOOR FOR
ALL FLOOR MATERIALS
9'-1" 1st FLOOR PLATE HEIGHT: FRAME ALL 1st FLOOR
ROOM OPENING HEADERS AT 93 14"* OFF SUBFLOOR FOR
ALL FLOOR MATERIALS
10'-1" 1st FLOOR PLATE HEIGHT: FRAME ALL 1st FLOOR
ROOM OPENING HEADERS AT 105 14"* OFF SUBFLOOR FOR
ALL FLOOR MATERIALS
WINDOW HEADER NOTE:
* UNLESS OTHERWISE NOTED ON PLANS
8'-1" PLATE HEIGHT: FRAME ALL WINDOW HEADERS AT
81 14"* OFF SUBFLOOR FOR ALL FLOOR MATERIALS
9'-1" PLATE HEIGHT: FRAME ALL WINDOW HEADERS AT
93 14"* OFF SUBFLOOR FOR ALL FLOOR MATERIALS
10'-1" PLATE HEIGHT: FRAME ALL WINDOW HEADERS AT
105 14"* OFF SUBFLOOR FOR ALL FLOOR MATERIALS
* UNLESS OTHERWISE NOTED ON PLANS
11DOWN
DOWN
05
A6.0
03
A6.1
03
A6.0
12
D3.0
13
D3.0
10
D3.0
23/24
D3.0
AP
11
05/06
A1.1
01
D3.0
261
16
D3.0
10151 HEADER, SINGLE T/PLATE(2) 2x6 SPF STUD GRADEEGRESS3056 SH EGRESS
3060 SH
EGRESS
3060 SH
BEDROOM 3
BEDROOM 4
BEDROOM 2
HALL BATH
W.I.C.
WIC
WIC
LAUNDRY
OWNER'S SUITE TWO STORY
FAMILY ROOM
OWNER'S BATH
8'-1" CEILING HEIGHT
9'-1" CEILING HEIGHT
STEP 2468 2668 2468 2668 2668 2868 2468 2468 HALL
11'-7 18"h. FRAME WALL
- 2x4 WALL @ 16"o.c.
- w/ DOUBLE T/PLATE
- INSULATE WALL ABOVE
OWNER's RETREAT CEILING
36"h. GUARDRAIL
WOOD RAILING
RADON PIPE
PROVIDE 1x8 KICK PLATE
- TRIM TO FIT BELOW
DOOR/OPENING 6'-1"13'-10"1112"5'-0"12'-1112"2'-8"
12'-112"6'-0"1034"2'-1"9'-014"2'-334"1'-6"4'-0"512"2'-518"1'-1138"9'-512"1'-6"
11'-8"17'-5"5'-11"9'-1"7'-812"1'-6"
11'-8"6'-012"11'-412"15'-312"
2'-1112"3'-3"25'-312"1'-1112"1'-1112"
3'-312"1'-1112"5'-8"512"7'-812"2'-8"1'-0"4'-4"1'-0"1'-0"17'-312"1'-912"2'-2"4'-1"512"10'-9"
2'-612"1'-834"712"6'-0"714"2'-0"7"
4'-534"4'-2"3'-10"
TO NOSING
1'-0"7'-1"4'-112"8'-4"
3'-314"1'-71 2"2'-6"2'-314"1'-834"18'-012"512"4'-0"4'-0"8" RAISED TRAY
CEILING
2'-0"
2'-0"2'-0"3'-9"L.T.812"5'-0"5'-0"3'-10"
1012"
2'-0"11'-6"1'-8"11'-4"2468 5'-2"2'-1114"1'-6" 4410 P SET T/WDW @ 7'-6"ABV. 2nd FLR SUBFLRWOOD RAILING
1'-6" 4420 P EGRESS
3060 SH
1'-8"2'-0"EGRESS
3056 SH
HOLD GIRDER TO INSIDE FACE OF WALL
- ADJUST MAIN TRUSS HEEL CUTS AS
NEEDED
GIRDER TRUSS ABOVE
w/ (4) JACK STUDS @ EA. END13'-612"3'-5"(2)2668 DRYERWASHER2'-0"BALLOON FRAMED WALL
TEMPT-ASTRAGAL
4'-0"
OUTSIDE FRAME
TO ℄ GIRDER TRUSS
(3) J.S.
(3) J.S.
(3) J.S.
6'-412"
OUTSIDE FRAME
TO ℄ GIRDER TRUSS
2'-078"
7'-0"2468 1'-6"5'-2"
512"3'-1"2'-7"2468 6'-612"1'-6"
2830 P
2830 P
5056 P
6'-9"
2468 PKT
57" x 8412" R.O.3'-612"
12x12 SHOWER NICHE
- R.O: 14 12" x 22 12"
- SET B/ NICHE @ 48"
A.F.F.
1'-1112"1'-1112"6'-1012"7'-2"
4'-7"3'-11"3'-512"14'-012"19'-612"
45'-612"16'-0"6'-11"17'-1"1'-4"8"40'-0"42'-0"2'-1"4'-512"4'-512"6'-5"9'-414"3'-412"3'-134"
12'-3"17'-5"15'-1012"
45'-612"11'-712"28'-412"2'-0"40'-0"42'-0"WILLIAM L. KAUFH O L Z
ARCHITECTOVERBROOK FARMSREASON FOR PLOT:PLOT DATE:Job No.
Sheet No.INHOMESITE NO.OFFICE REVIEW:MASTER BY:DATE:CDATE:3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO:DATE:PERMIT:SIGN-OFF:CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:2/25/2021 10:53 AM#OBF011000000VIJAYALAKSHMI CUTTAMANCHI3965 BEAR CREEK WAYCLAY46-430-CLAY FRENCH MANOR WITH BRICKCARMEL, IN10005/2017JP------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:----KIRANKUMAR MANUBOLU SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLCA3.1
1 X
X X
2 X
3 X
4 X
5 X
6 X
7 X
8 X
9 X
10X
11X
12X
13X
14X
15X
16X
17X
18X
19X
20X
21X
22X
23X
24X
LEGEND - STRUCTURAL HEADERS and BEAMS:
(1) 2x12 Header
(2) 2x12 Header
(2) 2x12 Header - w/ 12" Plywood Flitch ⅊
(3) 2x12 Header
(1) 2x10 Header
(2) 2x10 Header
(2) 2x10 Header - w/ 12" Plywood Flitch ⅊
(3) 2x10 Header
(1) 2x8 Header
(2) 2x8 Header
(2) 2x8 Header - w/ 12" Plywood Flitch ⅊
(3) 2x8 Header
(1) 134" x 1114" LVL Header
(2) 134" x 1114" LVL Header
(3) 134" x 1114" LVL Header
(4) 134" x 1114" LVL Header
(1) 134" x 914" LVL Header
(2) 134" x 914" LVL Header
(3) 134" x 914" LVL Header
(4) 134" x 914" LVL Header
(1) 134" x 714" LVL Header
(2) 134" x 714" LVL Header
(3) 134" x 714" LVL Header
(4) 134" x 714" LVL Header
NOTE: Bold number identifies header type, small
number in 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
0 No Header
25X
26X
27X
28X
(1) 2x12 Header
w/ (1) Jack Stud @ each side of each window
(2) 2x12 Header
w/ (1) Jack Stud @ each side of each window
(1) 2x10 Header
w/ (1) Jack Stud @ each side of each window
(2) 2x10 Header
w/ (1) Jack Stud @ each side of each window
29X
30X
(1) 134" x 14" LVL Header
(2) 134" x 14" LVL Header
31X
32X
(1) 134" x 16" LVL Header
(2) 134" x 16" LVL Header
33X
34X
(1) 134" x 18" LVL Header
(2) 134" x 18" LVL Header
35X
36X
(1) 134" x 20" LVL Header
(2) 134" x 20" LVL Header
FLOOR PLAN NOTE:
1. ALL EXTERIOR WALLS SHALL BE
FRAMED @ 16" o.c.
2. INTERIOR WALLS SHADED AS
INDICATES INTERIOR LOAD BEARING WALL TO
BE FRAMED w/ DBL. STUDDED 2x4
or SGL. STUD 2x6 @ 24" o.c.
- UNLESS OTHERWISE NOTED ON PLAN
- ALIGN JOISTS w/ STUDS.
3. INTERIOR WALLS SHADED AS
INDICATES INTERIOR WALLS TO BE FRAMED
@ 16" o.c.
SCALE = 1'-0"
SECOND FLOOR FRAMING PLAN
1/4"01
ROOM OPENING HEADER NOTE:
8'-1" 1st FLOOR PLATE HEIGHT: FRAME ALL 1st FLOOR
ROOM OPENING HEADERS AT 81 14"* OFF SUBFLOOR FOR
ALL FLOOR MATERIALS
9'-1" 1st FLOOR PLATE HEIGHT: FRAME ALL 1st FLOOR
ROOM OPENING HEADERS AT 93 14"* OFF SUBFLOOR FOR
ALL FLOOR MATERIALS
10'-1" 1st FLOOR PLATE HEIGHT: FRAME ALL 1st FLOOR
ROOM OPENING HEADERS AT 105 14"* OFF SUBFLOOR FOR
ALL FLOOR MATERIALS
WINDOW HEADER NOTE:
* UNLESS OTHERWISE NOTED ON PLANS
8'-1" PLATE HEIGHT: FRAME ALL WINDOW HEADERS AT
81 14"* OFF SUBFLOOR FOR ALL FLOOR MATERIALS
9'-1" PLATE HEIGHT: FRAME ALL WINDOW HEADERS AT
93 14"* OFF SUBFLOOR FOR ALL FLOOR MATERIALS
10'-1" PLATE HEIGHT: FRAME ALL WINDOW HEADERS AT
105 14"* OFF SUBFLOOR FOR ALL FLOOR MATERIALS
* UNLESS OTHERWISE NOTED ON PLANS
AP333 43 3
84 DS3
HBHB
WP
WP
3
7272
FLRBRK
33LEDLED
LED LED
LED
LED
LED
LEDLED
LED
LED
LED
LED
LED
LEDLED
LED LED
LED LED LED
LED
3
666602,16
D4.0
3
MORNING ROOMFAMILY ROOM
FAMILY FOYER
FOYERPOWDER
TWO-CAR GARAGE
KITCHEN
SEE ELEVATIONS
ON SHT. A6.0
STUDY6'-7"5'-9"
CENTER ON WDWS8'-2"2'-6"3'-0"5'-6"
2'-10"5'-4"1'-712"4'-712"
4'-612"2'-4"3'-912"5'-0"3'-2"3'-2"1'-7"
3'-0"3'-0"3'-0"3'-0"7'-558"TO REC
ABOVE
TO REC
ABOVE
REC ROOM
4'-0"9'-234"8'-634"3'-6"3'-6"8'-0"3'-6"4 SHELVES @ 16"d.MIRROR: 33" x 36"
1R 1'-10"4'-4"BUILT-INSEE DTL. 02/D4.1BENCH & STORAGE1'-934"3'-034"1'-5"1'-5"
INSTALL D.S. LIGHT
OVER DOOR
PROVIDE (2) OUTLETS
BELOW COUNTER FOR
DISHWASHER AND
DISPOSAL
CHAIR RAIL &
PANEL MOULD
- SEE DTL. 01/D4.0
3'-6"
TO FAN
ABOVE
TO LIGHT
ABOVE
8'-6"
WALL
OVEN
TO POST
LAMP1134"1134"PHOTO
CELL
TERMINATE CHAIR
RAIL AND PANEL
MOULD HERE
3'-0"5'-8"3'-0"6'-7"3'-3"3'-3"LED LED
LED LED WILLIAM L. KAUFH O L Z
ARCHITECTOVERBROOK FARMSREASON FOR PLOT:PLOT DATE:Job No.
Sheet No.INHOMESITE NO.OFFICE REVIEW:MASTER BY:DATE:CDATE:3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO:DATE:PERMIT:SIGN-OFF:CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:2/25/2021 10:53 AM#OBF011000000VIJAYALAKSHMI CUTTAMANCHI3965 BEAR CREEK WAYCLAY46-430-CLAY FRENCH MANOR WITH BRICKCARMEL, IN10005/2017JP------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:----KIRANKUMAR MANUBOLU SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLCA4.0
- OUTLET FOR FUTURE GARAGE DOOR OPENER
- OUTLET - TYPICAL WALL
- WEATHERPROOF WALL OUTLET
- THERMOSTAT
- SWITCH - SINGLE POLE
- SWITCH - 3 WAY
- SWITCH - 4 WAY
- LIGHT FIXTURE - CEILING MOUNTED
- LIGHT FIXTURE - WALL MOUNTED
SET @ 84" FROM FLOOR
- LED LIGHT FIXTURE - RECESSED IN CEILING
- SMOKE DETECTOR - WALL MOUNTED
SET @ 88" FROM FLOOR
- DOORBELL
- LIGHT FIXTURE - EXTERIOR DOUBLE SPOT
- EXHAUST FAN - VENT TO EXTERIOR
- TOWEL BAR - SHOWN IN PREFERRED LOCATION
- SWITCH - DIMMER
- LIGHT FIXTURE - 2' FLUORESCENT
ELECTRICAL / TRIM SYMBOLS:WP34D84LED
DS88
THE TOP PORTION SWITCHED
ALL SWITCHED OUTLETS TO HAVE
NOTE!!
- PHONE JACK - TYPICAL
- PAPER HOLDER - SHOWN IN PREFERRED LOCATION
R - STORAGE SHELVING - ROD
- STORAGE SHELVING - LINENS
- CABLE
AND THE LOWER PORTION HOT!
C
T
- TOWEL RING - SHOWN IN PREFERRED LOCATION
- COMBO CARBON MONOXIDE / SMOKE DETECTOR
- CEILING MOUNTED
- UNDERCABINET LIGHT FIXTURE
- LIGHT FIXTURE - RECESSED IN CEILINGEB
w/ EYEBALL TRIM
REFER TO SELECTIONS
REFER TO SELECTIONS
REFER TO SELECTIONS
- SMOKE DETECTOR - CEILING MOUNTED
- LIGHT FIXTURE PREWIRE - CEILING MOUNTED
- LIGHT FIXTURE PREWIRE - WALL MOUNTED
SET @ 72" FROM FLOOR72
R
or
SCALE = 1'-0"
FIRST FLOOR ELECTRICAL / TRIM PLAN
1/4"01
4484
AP
848404
A6.0
LED
LED
LED
LED
LED
LEDLED
LED LED
LEDLED
LED LED
LED
LED
LED
LED
LED
BEDROOM 3
BEDROOM 4
BEDROOM 2
HALL BATH
W.I.C.
WIC
WIC
LAUNDRY
OWNER'S SUITE TWO STORY
FAMILY ROOM
OWNER'S BATH
HALL
MIRROR: 57" x 36"
MIRROR: DO NOT INSTALL
START CASING
ABOVE 1x8 KICK PLATE
- WRAP STEP w/ BASE
BOARD & STOP @
KICK PLATE
3'-6"10'-5"3'-6"3'-6"11'-012"TO SWITCH
BELOW
TO SWITCH
BELOW
TO SWITCH
BELOW
TO SWITCH
BELOW
1R
1R
1R
2R
2R
1R
1R
3S
3S @ 16"d
1R
1R
3'-6"8'-312"3'-6"3'-6"10'-312"11'-6"2'-6"1'-11"
4'-812"1'-914"1'-1012"4'-434"2'-6"4'-0"4'-1"2'-6"
LEDLED WILLIAM L. KAUFH O L Z
ARCHITECTOVERBROOK FARMSREASON FOR PLOT:PLOT DATE:Job No.
Sheet No.INHOMESITE NO.OFFICE REVIEW:MASTER BY:DATE:CDATE:3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO:DATE:PERMIT:SIGN-OFF:CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:2/25/2021 10:53 AM#OBF011000000VIJAYALAKSHMI CUTTAMANCHI3965 BEAR CREEK WAYCLAY46-430-CLAY FRENCH MANOR WITH BRICKCARMEL, IN10005/2017JP------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:----KIRANKUMAR MANUBOLU SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLCA4.1
- OUTLET FOR FUTURE GARAGE DOOR OPENER
- OUTLET - TYPICAL WALL
- WEATHERPROOF WALL OUTLET
- THERMOSTAT
- SWITCH - SINGLE POLE
- SWITCH - 3 WAY
- SWITCH - 4 WAY
- LIGHT FIXTURE - CEILING MOUNTED
- LIGHT FIXTURE - WALL MOUNTED
SET @ 84" FROM FLOOR
- LED LIGHT FIXTURE - RECESSED IN CEILING
- SMOKE DETECTOR - WALL MOUNTED
SET @ 88" FROM FLOOR
- DOORBELL
- LIGHT FIXTURE - EXTERIOR DOUBLE SPOT
- EXHAUST FAN - VENT TO EXTERIOR
- TOWEL BAR - SHOWN IN PREFERRED LOCATION
- SWITCH - DIMMER
- LIGHT FIXTURE - 2' FLUORESCENT
ELECTRICAL / TRIM SYMBOLS:WP34D84LED
DS88
THE TOP PORTION SWITCHED
ALL SWITCHED OUTLETS TO HAVE
NOTE!!
- PHONE JACK - TYPICAL
- PAPER HOLDER - SHOWN IN PREFERRED LOCATION
R - STORAGE SHELVING - ROD
- STORAGE SHELVING - LINENS
- CABLE
AND THE LOWER PORTION HOT!
C
T
- TOWEL RING - SHOWN IN PREFERRED LOCATION
- COMBO CARBON MONOXIDE / SMOKE DETECTOR
- CEILING MOUNTED
- UNDERCABINET LIGHT FIXTURE
- LIGHT FIXTURE - RECESSED IN CEILINGEB
w/ EYEBALL TRIM
REFER TO SELECTIONS
REFER TO SELECTIONS
REFER TO SELECTIONS
- SMOKE DETECTOR - CEILING MOUNTED
- LIGHT FIXTURE PREWIRE - CEILING MOUNTED
- LIGHT FIXTURE PREWIRE - WALL MOUNTED
SET @ 72" FROM FLOOR72
R
or
SCALE = 1'-0"
SECOND FLOOR ELECTRICAL / TRIM PLAN
1/4"01
KITCHEN: REFRIGERATOR WALL KITCHEN: RANGE WALL
HALL BATHPOWDER ROOM OWNER'S BATH
VSB36B UF3 UF3VBD24BHVBB33DBHVBB33DBH
B45UF3 UF3B45SB30B
W2436B W2436B F336F336
KITCHEN: ISLANDr=14'-818"W3030BFF
FIX ALL FACE FRAME DOORS SHUT
W3630BFFW3630BFF
NOTE:
BACKSIDE OF ISLAND TO HAVE
VENEER BACK TO MATCH CABINETS
NOTE:
COUNTER TOP MANUFACTURER TO SUPPLY
SUPPORT FOR SOLID SURFACE TOP
NOTE:
WRAP ENTIRE ISLAND w/ FURNITURE BASE
DWEP3BDOP BDOPB21-FTK3BD21-FTK SB33B-FTK
W391824
OD3090 F390U189024
W2142 MDMIW2142 MDMI
VB30D VB30D
8"2'-10"3'-6"8'-9"
WOOD RAILING
- w/ BALUSTERS @
LESS THAN 4 3/8"
SPHERICAL SPACING
WOOD GUARDRAIL
- w/ BALUSTERS @
LESS THAN 4"
SPHERICAL SPACING
36"h. 2x4 HALF WALL
w/ 1x8 MDF CAP & COVE MOULD
OR
WOOD GUARDRAIL w/ BALUSTERS @
LESS THAN 4" SPHERICAL SPACING
- REFER TO SELECTIONS
INC. 36" h.
GUARDRAIL
(BEYOND)
36"h. 2x6 HALF WALL
w/ 1x10 MDF CAP & COVE MOULD
OR
WOOD RAILING w/ BALUSTERS @
LESS THAN 438" SPHERICAL SPACING
ANCHOR STEPS TO SLAB
- TYPICAL
HANDRAIL (IN FOREGROUND)
- RETURN TO WALL
1x6 MIDRAILS
1/2" DRYWALL (FINISHED)
- TO BOTTOM OF FLOOR JOISTSHANDRAIL
- RETURN TO WALL
WOOD RAILING
- w/ BALUSTERS @
LESS THAN 4 3/8"
SPHERICAL SPACING
SLAB POUR-THRU @ LANDING
HOLD T/ WALL DOWN 4" FOR 2'-10"HANDRAIL HT.6'-8"MIN. HEADROOM HT.312"5'-412"(9) RISERS @ 7.166"5'-8"9'-1"312"8'-0"6'-712"(11) RISERS @ 7.227"3'-0"6'-8"
(8) TREADS @ 10"
2"
8'-0"
3'-1112"
4'-112"312"5'-8"9'-1"3'-618"(6) RISERS@ 7.021"312"8'-0"9'-1"4'-6"
3'-1112"
3'-10"
TO NOSING
8'-4"
(10) TREADS @ 10"
4'-2"
(5) TREADS @ 10"3'-618"(6) RISERS @ 6.583"4'-2"
(5) TREADS @ 10"2'-10"HANDRAIL HT.3'-0"GUARDRAIL HT.9'-1"MASTER SUITE WALL HEIGHT8'-1"UPPER LEVEL WALL HEIGHT9'-1"MASTER SUITE WALL HEIGHT2'-10"HANDRAIL HT.START CASING
ABOVE 1x8 KICK PLATE
1x8 KICK PLATE
- TRIM TO FIT
WRAP BASE BOARD
AROUND STEP
OSB STEP
-ON 2x6 BLOCKS (RIPPED)
-WRAP w/ CARPET
EXTEND SUBFLOOR AND
FLOORING 1 14" OVER
DRYWALL AND 1x8 KICK
PLATE AND COVER w/
METAL STAIR EDGING
ENGINEERED FLOOR
JOISTS
2x6 WALL FRAMED
@ 16" O.C.
12"6"6"2x12 HEADER
(1)JS(1)JS
2x12 HEADER
(1)JS(1)JS
2x12 HEADER
(1)JS(1)JS
SGL. 2x6 STUDS @ 16" o.c.
(3) FULL HEIGHT STUDS BETWEEN
2'-8" WIDE AND 5'-0" WIDE WINDOWS
(1) FULL HEIGHT STUD ALONG
OUTSIDE OF 2'-8" WIDE WINDOWS
17'-5"18'-258"7'-914"13'-1034"4'-512"6'-5"712"11'-434"2'-6"3'-0"4'-512"2'-1"6'-0" R.O.5'-0" R.O.
2'-8" R.O.3'-0" R.O.2'-8" R.O.3'-0" R.O.5'-6" R.O.5'-0" R.O.
2'-8" R.O.6'-0" R.O.2'-8" R.O.6'-0" R.O.WILLIAM L. KAUFH O L Z
ARCHITECTOVERBROOK FARMSREASON FOR PLOT:PLOT DATE:Job No.
Sheet No.INHOMESITE NO.OFFICE REVIEW:MASTER BY:DATE:CDATE:3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO:DATE:PERMIT:SIGN-OFF:CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:2/25/2021 10:53 AM#OBF011000000VIJAYALAKSHMI CUTTAMANCHI3965 BEAR CREEK WAYCLAY46-430-CLAY FRENCH MANOR WITH BRICKCARMEL, IN10005/2017JP------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:----KIRANKUMAR MANUBOLU SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLCA6.0
SCALE = 1'-0"
STAIR SECTION
3/8"01SCALE= 1'-0"
CABINET ELEVATIONS
1/2"02
SCALE = 1'-0"
DTL. FAMILY ROOM 2x6 FRAME WALL
3/8"03 SCALE = 1'-0"
OPENING/DOOR @ OWNER'S BATH
3/8"04
SCALE = 1'-0"
DTL. OWNER'S BATH STEP
3/8"05
SEE 05/D3.0 FOR STRUCTURAL
SHEATHING BLOCKING
ENGINEERED FLOOR JOISTS
- w/ R-19 BATT INSULATION
2x6 FLOOR JOISTS @ 16" o.c.
- w/ R-19 BATT INSULATION
5 1/4"h. BLOCKING
EXTEND SUBFLOOR AND FLOORING
OVER DRYWALL AND 1x8 KICK PLATE &
COVER w/ METAL STAIR EDGING
DBL. 2x6 FLOOR JOISTS @ 16" o.c.
- w/ R-19 BATT INSULATION
(3) ANGLED BLOCKS - @
EACH END & MID-POINT -
INSULATE BTWN. BLOCKS
- WRAP w/ CARPETOSB STEP
3'-1112"7'-9"TO T/ FDN.1'-512"512"7'-1 14"TO T/ 1ST FLR SUBFLOOR8314"DOOR R.O.2"4'-234"7'-9"TO T/ FOUNDATION6"6"9'-1"TO T/ LOWERLEVEL SLAB1'-0"3'-814"614"612"
DOUBLE 2x6 HEADER
BASEMENT
FAMILY ROOM
TWO-STORY
LOWER LEVEL
RETREAT
OWNERS
BASEMENT
GARAGE
LAUNDRY
POWDER /
FAMILY FOYER
BEDROOM 2
9'-1"5'-8"9'-1"5'-8"8'-0"312"312"2'-512"5'-678"18'-258"11'-718"5'-412"5'-678"8'-1"8'-0"312"7'-9"9'-1"8'-1"6'-678"1'-512"7"7"OWNER's RETREAT
2-CAR GARAGE LOWER LEVEL
OWNER's BATH
NOTE: BUILDING SECTIONS
ARE FOR GENERAL PURPOSE
ONLY & DO NOT ACCURATELY
SHOW GARAGES OR VENEER
PER ELEVATION
FAMILY ROOM
FOYER FAMILY FOYER
BEDROOM 2
TWO-STORY
NOTE: BUILDING SECTIONS
ARE FOR GENERAL PURPOSE
ONLY & DO NOT ACCURATELY
SHOW GARAGES OR VENEER
PER ELEVATION
BASEMENT
GRADE VARIES
- REFER TO ELEV'S,
SHEET A1.07'-9"9'-1"8'-1"1'-8"7'-558"8'-278"CEILING RAISED @DOOR INTO HOUSE2'-4"6'-9"7'-9"6'-9"6"8'-1"9'-1"T/ FOOTING
T/ SLAB
T/ FRAME WALL
T/ LOWER LEVEL DBL. TOP ⅊
1x10 MDF CAP
w/ COVE MOULD
ABOVE & BELOW
DBL 2x4 FRAME WALL
- w/ PT 2x10 TOP PLATE
- RIP TO 8 12"w.
- w/ BATT INSUL.
- w/ 12" DRYWALL
T/ FOUNDATION
WALL
1" BEVELED
INSULATION312"6'-9"2'-4"2'-712"9'-1"WILLIAM L. KAUFH O L Z
ARCHITECTOVERBROOK FARMSREASON FOR PLOT:PLOT DATE:Job No.
Sheet No.INHOMESITE NO.OFFICE REVIEW:MASTER BY:DATE:CDATE:3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO:DATE:PERMIT:SIGN-OFF:CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:2/25/2021 10:53 AM#OBF011000000VIJAYALAKSHMI CUTTAMANCHI3965 BEAR CREEK WAYCLAY46-430-CLAY FRENCH MANOR WITH BRICKCARMEL, IN10005/2017JP------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:----KIRANKUMAR MANUBOLU SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLCA6.1
SCALE = 1'-0"
SECTION DETAIL
1/4"03SCALE= 1'-0"
SECTION DETAIL
1/4"04
SCALE = 1'-0"
DTL. STEP @ LAUNDRY
3/4"07 SCALE = 1'-0"
SECTION - THRU FOYER/GREAT ROOM & BEDROOM 2
1/4"05
SCALE = 1'-0"
SECTION - THRU LOWER LEVEL/GARAGE & MASTER SUITE/MASTER BATH
1/4"06
SCALE = 1'-0"
DTL - 2x6 JOIST @ LAUNDRY SUBFLR.
3/4"08
SCALE = 1'-0"
SECTION DETAIL - LOWER LEVEL
3/4"01SCALE= 1'-0"
SECTION DETAIL - LOWER LEVEL
3/4"02
02
A7.0
8" RAISED TRAY
CEILING
4'-0" RIDGE VENT
1'-4"O.H.1'-4"
O.H.7.5:12 PITCH14:12 PITCH7.5:12 PITCH7.5:12 PITCH14:12 PITCH4'-0" RIDGE VENT
02
A7.0
02
A7.0 7.5:12 PITCH10'-0" RIDGE VENT 03
A7.0
DOWNSPOUT
- TYPICAL
14:12 PITCH 14:12
PITCH
1'-11"
FROM
FRAME
WALL
TO ℄
OF D.S.
ALUMINUM DOWNSPOUT
- w/ DECORATIVE CONDUCTOR
- (3) ON FRONT ONLY
4'-1112"
FROM ℄ OF WINDOW
TO ℄ OF D.S.
4'-1112"
FROM ℄ OF WINDOW
TO ℄ OF D.S.
14:12 PITCH
1'-4"O.H.1'-4"
O.H.
05
A7.0
1'-4"O.H.1'-4"
O.H.
05
A7.0
14:12 PITCH12:12 PITCH
12:12 PITCH
03
A7.0
04
A7.0
1'-0"
O.H.
1'-4"
O.H.1'-4"O.H.5'-0" RIDGE VENT4:12 PITCH1'-0"O.H.1'-0"
O.H.
06
A7.0
1'-0"O.H.312"
O.H.8'-0"VENTED SOFFITEQUAL ±EQUAL ±8'-0"VENTED SOFFITEQUAL ±8'-0"
VENTED SOFFIT
8'-0"
VENTED SOFFIT
8'-0"VENTED SOFFITEQUAL ±EQUAL ±8'-0"VENTED SOFFITEQUAL ±16/17
WSB3
05
A7.0
05
A7.0
12:12 PITCH 12:12 PITCH 14'-5"25'-7"STEPPED TRUSS OVER
LAUNDRY/FAMILY ROOM
- SHADED AREA ONLY
07
A7.0
09
A7.0
09
A7.0
09
A7.0
02
A7.0
18'-934"7'-214"
ROOF VENTILATION
Location Area Lineal Ft. of
Ridge Vent
Lineal Ft. of
Soffit Vent
Ventilation
Calc
Ventilation
Required
Total
Ventilation Check
Covered Patio/Covered Deck 145 0 15 139.20 139.20 150.00 PASS
Lower Garage Roof - Front/Side 932 10 27 447.36 447.36 450.00 PASS
14/12
- w/ 16" OVERHANG
SCALE:3/4" = 1'-0"
1'-4"
O.H.
DETAIL - 14/12 TRUSS CUT
6
12
12
14
CEILING
LINE 8"12/12
RAISED HEEL w/ 16" O.H.
SCALE:3/4" = 1'-0"
1'-4"
O.H.
DETAIL - 12/12 TRUSS CUT
6
12
12
12
CEILING
LINE 2'-4"1'-8"8"02
03
04
05
7.5/12
SCALE:3/4" = 1'-0"
1'-4"
O.H.10"HEELCUTDETAIL - 7.5/12 HEEL CUT
- w/ 16" OVERHANG
CEILING
LINE
CEILING
LINE
14/12
DETAIL - 14/12 HEEL CUT
- w/ 16" OVERHANG
SCALE:3/4" = 1'-0"
1'-4"
O.H.1'-61116"HEEL CUT2'-618"SECTION DETAIL - TRUSS
SCALE:3/4" = 1'-0"07
14'-5"
LAUNDRY ROOM
25'-7"
FAMILY ROOM
RAISED HEEL w/ 16" O.H.
SCALE:3/4" = 1'-0"
1'-4"
O.H.
DETAIL - 14/12 TRUSS CUT
6
12
CEILING
LINE 2'-4"1'-8"8"09
14/12
12
14
CEILING
LINE
4/12
DETAIL - 4/12 HEEL CUT
- w/ 12" OVERHANG
SCALE:3/4" = 1'-0"
1'-0"
O.H.4"HEELCUT06 WILLIAM L. KAUFH O L Z
ARCHITECTOVERBROOK FARMSREASON FOR PLOT:PLOT DATE:Job No.
Sheet No.INHOMESITE NO.OFFICE REVIEW:MASTER BY:DATE:CDATE:3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO:DATE:PERMIT:SIGN-OFF:CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:2/25/2021 10:53 AM#OBF011000000VIJAYALAKSHMI CUTTAMANCHI3965 BEAR CREEK WAYCLAY46-430-CLAY FRENCH MANOR WITH BRICKCARMEL, IN10005/2017JP------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:----KIRANKUMAR MANUBOLU SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLCA7.0
SCALE = 1'-0"
ROOF PLAN
1/4"01
02
WB1
01
WB1
01
WB1
02
WB1
02
WB1
02
WB1
02
WB1
02
WB1
04
WB1
03
WB1
02
WB1
GARAGE DRYWALL NOTE:
ALL GARAGE WALLS, CEILING,
BEAMS, COLUMNS AND WALLS
THAT SUPPORT FLOOR-CEILING
ASSEMBLY ABOVE TO HAVE 12"
DRYWALL (FINISHED). CEILING
TO BE 58" TYPE "X" FIRECODE
DRYWALL BELOW HABITABLE
SPACES.
02
WB1
02
WB1
02
WB1
02
WB1
WILLIAM L. KAUFH O L Z
ARCHITECT12" GYPSUM BOARD (UNBLOCKED)
- FASTEN 7"o.c. ON PERIMETER (EXCEPT
AT UNBLOCKED HORIZONTAL SEAMS)
AND FIELD
- FASTENERS TO BE TYPE "W" OR "S"
114" LONG SCREWS OR 112" LONG 38"
HEAD .120" DRYWALL NAILS
2x FRAME WALL
NOTES:
COMPLIANCE METHOD:
THIS STRUCTURE HAS BEEN DESIGNED IN COMPLIANCE WITH SECTIONS R301.1.1 and
R602.10, ENGINEERED WALL SYSTEM.
THIS DRAWING ILLUSTRATES AN ENGINEERED DESIGN APPROACH AND IS BASED ON
STRUCTURAL ENGINEERING CALCULATIONS SPECIFIC TO THIS DESIGN.
WALL LOAD CAPACITY:
THERMO-SHEATH (BLUE) VALUES PROVIDED BY DrJ EVALUATION REPORT TER No. 1310-03.
DRYLINE TSX (BLUE) VALUES PROVIDED BY DrJ EVALUATION REPORT TER No. 1407-07.
WALL WIND LOADS CALCULATED USING A 115MPH ULTIMATE DESIGN WIND SPEED,
EXPOSURE B.
PLAN DETAIL - OUTSIDE FRAMED CORNER
SCALE:07
2x FRAME WALL (REAR OR FRONT WALL)
2x FRAME WALL (SIDE WALL)
412" PIECE OF .135" THERMO-SHEATH
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 114" LEG
STAPLES (16 GAUGE)SIDE WALL
FRONT OR
BACK WALL
SECTION DETAIL - GYP BOARD / GYP BOARD
SCALE:03
TOP PLATE
2x FRAME WALL
SECTION DETAIL - THERMO-SHEATH
SCALE:3" = 1'-0"01
TOP PLATE
EXTERIOR STRUCTURAL
SHEATHING
- FASTEN 3"o.c. ON PERIMETER
AND IN FIELD
- FASTENERS TO BE 1" CROWN x
114" LEG STAPLES (16 GAUGE)
GYP BOARD / THERMO-SHEATH / GYP BOARD
SCALE:04
TOP PLATE
2x FRAME WALL
GYP BOARD / THERMO-SHEATH
SCALE:02
TOP PLATE
SECTION DETAIL -
12" GYPSUM BOARD (UNBLOCKED)
- FASTENERS TO BE #6 x 114" LONG
TYPE "W" DRYWALL SCREWS
FASTENED 6"o.c. AROUND PERIMETER
(EXCEPT AT UNBLOCKED HORIZONTAL
SEAMS) AND 12"o.c. IN FIELD OR 112"
LONG 38" HEAD .120" DRYWALL NAILS
FASTENED 6"o.c. AROUND PERIMETER
(EXCEPT AT UNBLOCKED HORIZONTAL
SEAMS) AND 7"o.c. IN FIELD
2x FRAME WALL
3" = 1'-0"
3" = 1'-0"
3" = 1'-0"
3" = 1'-0"
12" GYPSUM BOARD (UNBLOCKED)
- FASTEN 7"o.c. ON PERIMETER (EXCEPT
AT UNBLOCKED HORIZONTAL SEAMS)
AND FIELD
- FASTENERS TO BE TYPE "W" OR "S"
114" LONG SCREWS OR 112" LONG 38"
HEAD .120" DRYWALL NAILS
12" GYPSUM BOARD (UNBLOCKED)
- FASTENERS TO BE #6 x 114" LONG
TYPE "W" DRYWALL SCREWS
FASTENED 6"o.c. AROUND PERIMETER
(EXCEPT AT UNBLOCKED HORIZONTAL
SEAMS) AND 12"o.c. IN FIELD OR 112"
LONG 38" HEAD .120" DRYWALL NAILS
FASTENED 6"o.c. AROUND PERIMETER
AND 7"o.c. IN FIELD
(1) ROW 16d @ 12"o.c.
REAR OF GARAGE SHEAR TRANSFER
SCALE:3" = 1'-0"09
EXTERIOR
PLAN DETAIL - SIDE WALL /
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
12" GYPSUM BOARD (UNBLOCKED)
- FASTEN 7"o.c. ON PERIMETER (EXCEPT AT
UNBLOCKED HORIZONTAL SEAMS) AND FIELD
- FASTENERS TO BE TYPE "W" OR 112" LONG
38" HEAD .120" DRYWALL NAILS
INTERIOR
REAR OF GARAGE SHEAR TRANSFER
SCALE:3" = 1'-0"08
EXTERIOR
PLAN DETAIL - SIDE WALL /
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
12" GYPSUM BOARD (UNBLOCKED)
- FASTEN 7"o.c. ON PERIMETER (EXCEPT AT
UNBLOCKED HORIZONTAL SEAMS) AND FIELD
- FASTENERS TO BE TYPE "W" OR 112" LONG
38" HEAD .120" DRYWALL NAILS
12" GYPSUM BOARD (UNBLOCKED)
- FASTEN 7"o.c. ON PERIMETER (EXCEPT
AT UNBLOCKED HORIZONTAL SEAMS)
AND FIELD
- FASTENERS TO BE TYPE "W" OR "S"
114" LONG SCREWS OR 112" LONG 38"
HEAD .120" DRYWALL NAILS
2x FRAME WALL
SECTION DETAIL - GYP BOARD / GYP BOARD
SCALE:05
TOP PLATE
GYP BOARD / THERMO-SHEATH / GYP BOARD
SCALE:06
TOP PLATE
SECTION DETAIL -
2x FRAME WALL
3" = 1'-0"
3" = 1'-0"
12" GYPSUM BOARD (UNBLOCKED)
- FASTEN 7"o.c. ON PERIMETER
(EXCEPT AT UNBLOCKED HORIZONTAL
SEAMS) AND FIELD
- FASTENERS TO BE TYPE "W" OR "S"
114" LONG SCREWS OR 112" LONG 38"
HEAD .120" DRYWALL NAILSINTERIOR
INTERIOR
GARAGE
EXTERIOR
CONTINUOUS FOIL FACE TAPE
EXTERIOR STRUCTURAL
SHEATHING
- FASTEN 3"o.c. ON PERIMETER
AND IN FIELD
- FASTENERS TO BE 1" CROWN x
114" LEG STAPLES (16 GAUGE)
EXTERIOR
GARAGE
EXTERIOR STRUCTURAL
SHEATHING
- FASTEN 3"o.c. ON PERIMETER
AND IN FIELD
- FASTENERS TO BE 1" CROWN x
114" LEG STAPLES (16 GAUGE)
GARAGE
INTERIOR
GARAGE
INTERIOR
EXTERIOR STRUCTURAL
SHEATHING
- FASTEN 3"o.c. ON PERIMETER
AND IN FIELD
- FASTENERS TO BE 1" CROWN x
114" LEG STAPLES (16 GAUGE)
GARAGE
INTERIOR
EXTERIOR STRUCTURAL
SHEATHING
- FASTEN 3"o.c. ON PERIMETER
AND IN FIELD
- FASTENERS TO BE 1" CROWN x
114" LEG STAPLES (16 GAUGE)
EXTERIOR STRUCTURAL
SHEATHING
- FASTEN 3"o.c. ON PERIMETER
AND IN FIELD
- FASTENERS TO BE 1" CROWN x
114" LEG STAPLES (16 GAUGE)
EXTERIOR STRUCTURAL
SHEATHING
- FASTEN 3"o.c. ON PERIMETER
AND IN FIELD
- FASTENERS TO BE 1" CROWN x
114" LEG STAPLES (16 GAUGE)
INTERIOR
INTERIOR
SECTION DETAIL - OVERBROOK FARMSREASON FOR PLOT:PLOT DATE:Job No.
Sheet No.INHOMESITE NO.OFFICE REVIEW:MASTER BY:DATE:CDATE:3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO:DATE:PERMIT:SIGN-OFF:CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:2/25/2021 10:54 AM#OBF011000000VIJAYALAKSHMI CUTTAMANCHI3965 BEAR CREEK WAYCLAY46-430-CLAY FRENCH MANOR WITH BRICKCARMEL, IN10005/2017JP------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:----KIRANKUMAR MANUBOLU SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLCWB1
SCALE = 1'-0"
FIRST FLOOR WALL BRACING
1/8"11
SCALE = 1'-0"
SECOND FLOOR WALL BRACING
1/8"10
06
01
02
03
04
05HEEL CUTVARIES16" O.H.
OR GREATER
HARDBOARD
FRIEZE
- w/ 1 58" BARGE
MOULD
- TRIM TO MATCH
WINDOW HEADER
HEIGHTS
1x8 GUTTER BOARD
- w/ ALUMINUM GUTTER
2x4 FLAT NAILER @ 48" o.c.
- AVOID ALUMINUM VENTS
3/8" SOFFIT
- w/ ALUMINUM VENT @ 48" o.c.
2x2 NAILER
3/4" = 1'-0"
BLOCKING @ OVERHANG
SCALE:
DETAIL -
SECTION - BOX RETURN
1x8 GUTTER BOARD, TYP.
1x TRIM, TYP.
BRICK VENEER, TYP.
HARDBOARD FRIEZE
- REFER TO ELEVATIONS FOR
SIZES AND PROFILES
FIBERGLASS ASPHALT
SHINGLES OVER 7/16" ROOF
SHEATHING
ALUMINUM GUTTER SHOWN
DASHED
- REFER TO ELEVATIONS
SCALE:3/4" = 1'-0"VARIESPER PITCHVA
R
I
E
S
SEE
PLAN
METAL FLASHING, TYP.
- FROM EDGE TO UNDER SOFFIT
SECTION - BOX RETURN
1x8 GUTTER BOARD, TYP.
1x TRIM, TYP.
CULTURED STONE VENEER, TYP.
HARDBOARD FRIEZE
- REFER TO ELEVATIONS FOR
SIZES AND PROFILES
FIBERGLASS ASPHALT
SHINGLES OVER 7/16" ROOF
SHEATHING
METAL FLASHING, TYP.
- FROM EDGE TO UNDER SOFFIT
ALUMINUM GUTTER SHOWN
DASHED
- REFER TO ELEVATIONS
SCALE:3/4" = 1'-0"VARIESPER PITCHVA
R
I
E
S
SEE
PLAN
VA
R
I
E
S
SECTION - BOX RETURN
1x8 GUTTER BOARD, TYP.
1x TRIM, TYP.
HORIZONTAL SIDING, TYP.
HARDBOARD FRIEZE
- REFER TO ELEVATIONS FOR
SIZES AND PROFILES
FIBERGLASS ASPHALT
SHINGLES OVER 7/16" ROOF
SHEATHING
ALUMINUM GUTTER SHOWN
DASHED
- REFER TO ELEVATIONS
SCALE:3/4" = 1'-0"VARIESPER PITCHSEE
PLAN
METAL FLASHING, TYP.
- FROM EDGE TO UNDER SOFFIT
1 1/2" = 1'-0"SCALE:
SUPPORTED BY ROOF TRUSS
DETAIL - BRICK VENEER
REFER TO GENERAL NOTES
FOR SIZE OF LINTEL
METAL COUNTER FLASHING
- SET INTO BRICK &
ONTO STEP FLASHING
ROOF TRUSS
ICE & WATER SHIELD
- 36" WIDE, 12" UP WALL
& 24" ONTO ROOF
- INSTALLED BEHIND &
UNDER STEEL LINTEL
STEP FLASHING 2"MIN.OVERLAPNOTE:
TRUSS MANUFACTURER TO SIZE TRUSS
FOR ADDITIONAL BRICK LOADING
3/4" = 1'-0"SCALE:
BRICK VENEER, TYP.
HARDBOARD FRIEZE
- REFER TO ELEVATIONS FOR
SIZES AND PROFILES
1x8 GUTTER BOARD, TYP.
ALUMINUM GUTTER
- REFER TO ELEVATIONS
FIBERGLASS ASPHALT
SHINGLES OVER 7/16" ROOF
SHEATHING
CULTURED STONE VENEER, TYP.
- HOLD OFF T/ SHINGLES 1"±
METAL FLASHING
- TURN OUT 3" ABOVE GUTTER
@ STONE VENEER
DETAIL - FLASHING
DETAIL - GABLE RETURN
SCALE:1/2" = 1'-0"
GABLE EXTENSION
- 2x8 BLOCKS @ 24" o.c. ON 1x6
- REFER TO ELEVATION FOR
EXTENSION FROM FRAME WALL
1x GABLE FRIEZE
- w/ BARGE MOULD
- REFER TO ELEVATION FOR
1x RAKE BOARD
FIBERGLASS / ASPHALT SHINGLES
1x8 GUTTER BOARD
- w/ ALUMINUM GUTTER
2x4 NAILER
2x4 RAFTER
2x4 RAFTER TIE
PRE-ENGINEERED TRUSSES @ 24" o.c.
VARIES
REFER TO
ELEVATION
DBL. 2x4 TOP ⅊
BACK-UP / EXTENSION FROM FRAME WALL
- REFER TO ELEVATION FOR SIZE
- REFER TO ELEVATION FOR SIZE
SCALE:3/4" = 1'-0"
1x4 TRIM
FROM CRICKET UP ROOF
EXTEND ICE & WATER GUARD
AROUND BACK OF CRICKET
WRAP ICE & WATER GUARD
(UNDER SHINGLES) TO EXTEND
SLOPE
OF ROOFOF CRICKET1x4 TRIM
SLOPE2x4 FRAME WALLS
ICE & WATER GUARD
CRICKET
- EXTEND 2" BEYOND BRICK
2" FROMFACE OFVENEER2 FEET UP WALL
ROOF CRICKET - BRICK
DETAIL - FRAME DIMENSIONREFER TO FLOOR PLANROOF CRICKET - SIDING
SCALE:3/4" = 1'-0"
1x4 TRIM
FROM CRICKET UP ROOF
EXTEND ICE & WATER GUARD
AROUND BACK OF CRICKET
WRAP ICE & WATER GUARD
(UNDER SHINGLES) TO EXTEND
SLOPE
OF ROOFOF CRICKET1x4 TRIM
SLOPE2x4 FRAME WALLS
ICE & WATER GUARD
CRICKETFRAME DIMENSIONREFER TO FLOOR PLAN2 FEET UP WALL
- EXTEND 2" BEYOND TRIM
2" FROMFACE OFTRIMDETAIL -
1" = 1'-0"SCALE:
1x2 SYNBOARD TRIM
1x TRIM
- EXTEND 1" BEYOND
1x BEVELED TRIM
- PROVIDE 1" x 1"
NOTCH @ EACH END
1"158"58"1" FOR FCB SIDING
- REFER TO ELEVATIONS FOR
SIZES AND PROFILES
- w/ 10° BEVEL
DRIP EDGE
- NAIL & TAPE
TO SHEATHING
- USE 1" ROOFING NAILS
10.00°
- FIBER CEMENT SIDINGDETAIL - 1x WINDOW HEAD
1" = 1'-0"SCALE:
1x2 SYNBOARD TRIM
1x TRIM
- EXTEND 1" BEYOND
1x BEVELED TRIM
- PROVIDE 1 1/8" x 1"
NOTCH @ EACH END
1"158"12"118" FOR J-CHANNEL
- REFER TO ELEVATIONS FOR
SIZES AND PROFILES
- w/ 10° BEVEL
DRIP EDGE
- NAIL & TAPE
TO SHEATHING
- USE 1" ROOFING NAILS
10.00°
- VINYL SIDINGDETAIL - 1x WINDOW HEAD
1" = 1'-0"SCALE:
1x2 SYNBOARD TRIM
1x TRIM
- EXTEND 1" BEYOND
1x BEVELED TRIM
- PROVIDE 1" x 1"
NOTCH @ EACH END 1"158"58"1" FOR FCB SIDING
- REFER TO ELEVATIONS FOR
SIZES AND PROFILES
- w/ 10° BEVEL 10.00°
- FIBER CEMENT SIDING
DETAIL - 1x WINDOW SILL
1" = 1'-0"SCALE:
- VINYL SIDING
1x2 SYNBOARD TRIM
1x TRIM
- EXTEND 1" BEYOND
1x BEVELED TRIM
- PROVIDE 1 1/8" x 1"
NOTCH @ EACH END 1"158"12"118" FOR J-CHANNEL
- REFER TO ELEVATIONS FOR
SIZES AND PROFILES
- w/ 10° BEVEL 10.00°
DETAIL - 1x WINDOW SILL
HEAD w/ VINYL SIDING
HORIZONTAL SIDING, TYP.
SCALE:1 1/2" = 1'-0"
DETAIL - FYPON WINDOW
FYPON WINDOW CROSSHEAD
- REFER TO ELEVATION FOR
SIZE & PROFILE
J-CHANNEL TRIM, TYP.
DRIP EDGE
- SET IN BED OF SEALANT
- NAIL & CAULK TO SHEATHING
- USE 1" ROOFING NAILS
1x6 EXT. TRIM BACK-UP
METAL FLASHING
07
08
09
10
11
12
13
14
15
16
18
FIBER CEMENT BOARD
SIDING, TYP.
SCALE:1 1/2" = 1'-0"
FYPON WINDOW CROSSHEAD
- REFER TO ELEVATION FOR
SIZE & PROFILE
METAL FLASHING
w/ FIBER CEMENT SIDING
DETAIL - FYPON WDW HEAD191 1/2" = 1'-0"SCALE:
DETAIL - EXTENDED REVERSE GABLE
GABLE EXTENSION
- FOR 1x8 RAKE: 2x6 BLOCKS @
24" o.c., ON 1x6's
- FOR 1x10 RAKE: 2x8 BLOCKS @
24" o.c., ON 1x8's
1'-4"FIBERGLASS / ASPHALT
SHINGLES
- w/ 15# ROOF FELT
1x8 or 1x10
RAKE BOARD
- REFER TO
ELEVATION
STRUCTURAL
SHEATHING
GABLE END
TRUSS
7/16" ROOF
SHEATHING
3/8" SOFFIT
NOTE: GABLE EXTENSION STIFFENERS
- 2x4's TURNED FLAT. NOTCH GABLE END
TRUSS & 1x4 LADDER RAIL. EXTEND AND NAIL
TO 1st RAFTER.
NOTE:
FRIEZE BOARD AND VENEER
NOT SHOWN
- REFER TO ELEVATION
20
21
22 SCALE:1/2" = 1'-0"
T/ PORCH SLAB1034"111
4"
103 4"1114"
2x12 TREATED
COLUMN BASE
8x8 COMPOSITE
COLUMN BASE
- INSTALL PER MAN'F'S
INSTRUCTIONS
- ALL SIDES FLUSH
w/ COLUMN
2x2 BLOCKING
2x10 BLOCKING
@ T/ COLUMN
1x12's
1x10's
(2) 2x4's @ OUTER
FRONT CORNER
DETAIL - 12" BOX COLUMN TOP & BASE
3/8" Ø x 6" TITEN HD
ANCHOR BOLT
SCALE:1/2" = 1'-0"
T/ PORCH SLAB
7"71
4"
7"714"
2x8 TREATED
COLUMN BASE
8x8 COMPOSITE
COLUMN BASE
- INSTALL PER MAN'F'S
INSTRUCTIONS
- ALL SIDES FLUSH
w/ COLUMN
1x8's
1x6's
2x2 BLOCKING
2x6 BLOCKING
@ T/ COLUMN
(2) 2x4's @ OUTER
FRONT CORNER
DETAIL - 7" BOX COLUMN TOP & BASE
3/8" Ø x 6" TITEN HD
ANCHOR BOLT
SCALE:1/2" = 1'-0"
T/ PORCH SLAB
83 4"91
4"
83 4"91
4"
2x10 TREATED
COLUMN BASE
8x8 COMPOSITE
COLUMN BASE
- INSTALL PER MAN'F'S
INSTRUCTIONS
- ALL SIDES FLUSH
w/ COLUMN
3/8" Ø x 6" TITEN HD
ANCHOR BOLT
1x10's
1x8's
DETAIL - 9" BOX COLUMN TOP & BASE
2x2 BLOCKING
2x8 BLOCKING
@ T/ COLUMN
(2) 2x4's @ OUTER
FRONT CORNER
1 1/2" = 1'-0"SCALE:
DETAIL - BRICK SOLDIER COURSE
STEEL LINTEL
- REFER TO SHEET GN FOR SIZE
BRICK SOLDIER COURSE
- PULL 12" FROM FACE OF VENEER
- ALTERNATE ROWLOCK &
SOLDIER ACROSS HEADER 578"38"234"12"
23
1x TRIM
- w/ FLASHING TYP.
**FLASHING WILL
BE INSTALLED
BEFORE SHINGLES
1x RAKE BOARD
- MIN. 12" EXTENSION
- REFER TO ELEVATION
1x RAKE BOARD
- 12" EXTENSION FROM
SHEATHING
- REFER TO ELEVATION
1x GUTTER BOARD
- REFER TO ELEVATION
1x TRIM
SCALE:3/4" = 1'-0"
EXTENDED RAKE @ REVERSE GABLE
DETAIL -
2'-
0
"
GU
T
T
E
R
M
I
N
.VARIESPER PITCHVARIESPER PITCHVARI
E
S
PER
PITC
H
12
"
MI
N
.
24
SCALE:1/2" = 1'-0"
T/ PORCH SLAB
5"512"
5"51
2"
2x4 TREATED
COLUMN BASE
4x4 COMPOSITE
COLUMN BASE
- INSTALL PER MAN'F'S
INSTRUCTIONS
- ALL SIDES FLUSH
w/ COLUMN
1x6's
1x4's
2x4 BLOCKING
@ T/ COLUMN
(2) 2x4's @ OUTER
FRONT CORNER
DETAIL - 5" BOX COLUMN TOP & BASE
3/8" Ø x 6" TITEN HD
ANCHOR BOLT
SCALE:3/4" = 1'-0"
IN LOW VENEER WRAP
DETAIL - ELECTRIC METER 4'-0"±LOW VENEER HEIGHT1'-6"±2'-8"4'-0"MIN. HEIGHT OFF T/ FINISH GRADEONE COURSE OF BRICK
ABOVE METER BASE
1 1/2" = 1'-0"SCALE:
MONO-TRUSS FLASHING @ OVERHANG
FIBERGLASS / ASPHALT
SHINGLES
7/16" ROOF SHEATHING NOTE:
FRIEZE BOARD AND VENEER NOT SHOWN
- REFER TO ELEVATION
3"3"DETAIL -
ICE BARRIER
GUTTER BOARD
- REFER TO ELEVATION
FOR SIZE
3" x 3" WHITE METAL FLASHING
SHINGLE BELOW AND OVER
METAL FLASHING
17 WILLIAM L. KAUFH O L Z
ARCHITECTOVERBROOK FARMSREASON FOR PLOT:PLOT DATE:Job No.
Sheet No.INHOMESITE NO.OFFICE REVIEW:MASTER BY:DATE:CDATE:3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO:DATE:PERMIT:SIGN-OFF:CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:2/25/2021 10:54 AM#OBF011000000VIJAYALAKSHMI CUTTAMANCHI3965 BEAR CREEK WAYCLAY46-430-CLAY FRENCH MANOR WITH BRICKCARMEL, IN10005/2017JP------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:----KIRANKUMAR MANUBOLU SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLCD1.0
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
NOTE:
REFER TO TYPICAL WALL SECTIONS AND
GENERAL NOTES FOR BRICK TIE
REQUIREMENTS.
MASONRY VENEER, TYP.
- BRICK SHOWN, STONE SIM.
10 w/ CULTURED STONE VENEER
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 SCALE:
06 DOOR THRESHOLD @ STOOP w/ BRICK VENEER
SCALE:12 w/ MASONRY VENEER w/ DECORATIVE SURROUND
SCALE:
DOOR THRESHOLD @ STOOP
DOOR HEAD @ HORIZONTAL SIDING
SCALE:01 SCALE:
HORIZONTAL SIDING, TYPICAL
STRUCTURAL SHEATHING, TYPICAL
ENTRY DOOR WITH FACTORY
APPLIED BRICK MOULD
OVERLAP STRUCTURAL 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.
3" = 1'-0"
3" = 1'-0"
3" = 1'-0"3" = 1'-0"
3" = 1'-0"
3" = 1'-0"
3" = 1'-0"
03 DOOR THRESHOLD @ STOOP w/ SIDING VENEER
SCALE:3" = 1'-0"
METAL DRIP
- NAIL & TAPE TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
DOOR THRESHOLD @ STOOP
w/ CULTURED STONE VENEER ON CMU BLOCK
DOOR THRESHOLD @ STOOP
8" THICK CAST-IN-PLACE
CONCRETE FOUNDATION WALL
- UNLESS NOTED OTHERWISE
ON FOUNDATION PLAN
CAULK, CONTINUOUS
DOOR JAMB BEYOND
1x6 TRIM, TYPICAL
- HOLD 14" BELOW THRESHOLD
- HOLD 14" OFF T/ PORCH SLAB
FINISH FLOORING SHOWN DASHED
- REFER TO PLANS
778"CAULK, CONTINUOUS
CONC. HAUNCH BEYOND REFER
TO FOUNDATION PLANS
STRUCTURAL SHEATHING
- EXTEND SHEATHING TO
12" 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
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 778"ALUMINUM PAN
- SET IN 3 BEADS OF CAULK
8" THICK CAST-IN-PLACE
CONCRETE FOUNDATION WALL
- UNLESS NOTED OTHERWISE
ON FOUNDATION PLAN
CONC. HAUNCH BEYOND REFER
TO FOUNDATION PLANS
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 778"CAULK, CONTINUOUS
SYNTHETIC DECORATIVE DOOR
SURROUND BEYOND
-REFER TO ELEV'S
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
8" THICK CAST-IN-PLACE
CONCRETE FOUNDATION WALL
- UNLESS NOTED OTHERWISE
FLASH & SEAL' FLASHING 778"CONC. HAUNCH BEYOND REFER
TO FOUNDATION PLANS
CAULK, CONTINUOUS
DOOR JAMB BEYOND
FINISH FLOORING SHOWN DASHED
- REFER TO PLANS
CULTURED STONE ON
CMU BLOCK BEYOND
5/8x4 BLOCKING, TYPICAL
ALUMINUM PAN
- SET IN 3 BEADS OF CAULK
CULTURED STONE BELOW
DOOR SILL
8" THICK CAST-IN-PLACE
CONCRETE FOUNDATION WALL
- UNLESS NOTED OTHERWISE
ON FOUNDATION PLAN
CAULK, CONTINUOUS
DOOR JAMB BEYOND
FINISH FLOORING SHOWN DASHED
- REFER TO PLANS
778"CONC. HAUNCH BEYOND REFER
TO FOUNDATION PLANS
STRUCTURAL SHEATHING
- EXTEND SHEATHING TO
12" 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
CULTURED STONE BELOW
DOOR SILL
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:
7/8"± 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
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")WILLIAM L. KAUFH O L Z
ARCHITECTOVERBROOK FARMSREASON FOR PLOT:PLOT DATE:Job No.
Sheet No.INHOMESITE NO.OFFICE REVIEW:MASTER BY:DATE:CDATE:3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO:DATE:PERMIT:SIGN-OFF:CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:2/25/2021 10:54 AM#OBF011000000VIJAYALAKSHMI CUTTAMANCHI3965 BEAR CREEK WAYCLAY46-430-CLAY FRENCH MANOR WITH BRICKCARMEL, IN10005/2017JP------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:----KIRANKUMAR MANUBOLU SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLCD1.1
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
STRUCTURAL 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
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
"
B
E
Y
O
N
D
O
T
H
E
R
SIDE
O
F
W
I
N
D
O
W
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
APPROVED FASTENER
@ 3"o.c., TYPICAL
@ 3"o.c., TYPICAL
HORIZONTAL SIDING
STRUCTURAL SHEATHING, TYPICAL
112" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE
NOTE:
WINDOW NAILING FLANGE MUST
HAVE A CONTINUOUS LAP OF
1-1/8" OVER THE SHEATHING,
TYPICAL
14" 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
112" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE
14" BEAD OF 'SONOLASTIC NP-1'
CAULK, CONT. BTWN FLANGE AND
SHEATHING
- TYPICAL, ALL (4) SIDES
14" BEAD OF 'SONOLASTIC NP-1'
CAULK, CONT. BTWN FLANGE AND
SHEATHING
- TYPICAL, ALL (4) SIDES
112" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE
14" BEAD OF 'SONOLASTIC NP-1'
CAULK, CONT. BTWN FLANGE AND
SHEATHING
- TYPICAL, ALL (4) SIDES
112" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE
112" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE
14" BEAD OF 'SONOLASTIC NP-1'
CAULK, CONT. BTWN FLANGE AND
SHEATHING
- TYPICAL, ALL (4) SIDES
112" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE
14" BEAD OF 'SONOLASTIC NP-1'
CAULK, CONT. BTWN FLANGE AND
SHEATHING
- TYPICAL, ALL (4) SIDES
14" BEAD OF 'SONOLASTIC NP-1'
CAULK, CONT. BTWN FLANGE AND
SHEATHING
- TYPICAL, ALL (4) SIDES
112" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE
112" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE
14" BEAD OF 'SONOLASTIC NP-1'
CAULK, CONT. BTWN FLANGE AND
SHEATHING
- TYPICAL, ALL (4) SIDES
BREAK MTL DRIP EDGE FLASH'G
- NAIL T/ FLASHING TO WALL
SHEATHING, TYPICAL
- EXTEND FLASH'G 1/2"± BEYOND
OUTSIDE EDGE OF WINDOW
CAULK, CONTINUOUS
CAULK, CONTINUOUS
METAL DRIP
- NAIL & TAPE TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
WILLIAM L. KAUFH O L Z
ARCHITECTOVERBROOK FARMSREASON FOR PLOT:PLOT DATE:Job No.
Sheet No.INHOMESITE NO.OFFICE REVIEW:MASTER BY:DATE:CDATE:3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO:DATE:PERMIT:SIGN-OFF:CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:2/25/2021 10:54 AM#OBF011000000VIJAYALAKSHMI CUTTAMANCHI3965 BEAR CREEK WAYCLAY46-430-CLAY FRENCH MANOR WITH BRICKCARMEL, IN10005/2017JP------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:----KIRANKUMAR MANUBOLU SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLCD1.2
03 ROWLOCK WINDOW SILL @ MASONRY VENEER
SCALE:
112" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE
1"1"±AT BRICK VENEER
BRICK ROWLOCK SILL, TYP.
- PULL BTM. 1"
- SLOPE 1" TO PROVIDE POSITIVE
DRAINAGE AWAY FROM WINDOW.
14" 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
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")
09 CAST STONE WINDOW SILL @ MASONRY VENEER
SCALE:3" = 1'-0"
1 12" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE.
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE.
14" 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"±
CAST STONE SILL, TYP.
- PULL BTM. 1"±
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")
3 1/2" @ BRICK
5 1/2" @ STONE
(FROM SHT'G)
01 SCALE:
112" NAIL @ EVERY OTHER NAILING HOLE IN
WINDOW FLANGE
- NAIL HEAD TO BE WIDER THAN HOLE IN FLANGE
WINDOW HEAD @ FRIEZE BOARD
MASONRY VENEER
14" 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
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 38"±NOTE:
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.
NOTE:
REFER TO TYPICAL WALL SECTIONS AND
GENERAL NOTES FOR BRICK TIE
REQUIREMENTS.
10 BRICK VENEER @ CAST STONE SILL
SCALE:
SECTION DETAIL
BRICK VENEER, TYPICAL
HORIZONTAL SIDING, TYPICAL
SIDING STARTER STRIP, TYP.
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 @ CAST STONE SILL
SCALE:
SECTION DETAIL
SECOND OPTION
HORIZONTAL SIDING, TYPICAL
J-CHANNEL TRIM, TYPICAL
w/ HOLES DRILLED @ 24"o.c. FOR
DRAINAGE
58" HOLES DRILLED IN
J-CHANNEL @ 24"o.c.
- LOCATE IN BOTTOM
FRONT OF J-CHANNEL 112" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE
14" BEAD OF 'SONOLASTIC NP-1'
CAULK, CONT. BTWN FLANGE AND
SHEATHING
- TYPICAL, ALL (4) SIDES
112" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE
14" 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"
1x6, RIP TO FIT
CAULK, CONTINUOUS
2" x 3" METAL DRIP FLASHING, TYP.
- w/ 1" HEM
- NAIL & TAPE TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
1"±NOTE:
HEM OF FLASHING MUST FASTEN ONE
PIECE TO THE OTHER.
1"±
CAST STONE SILL, TYP.
- PULL BTM. 1"±
BRICK VENEER, TYPICAL
2" x 3" METAL DRIP FLASHING, TYP.
- w/ 1" HEM
- NAIL & TAPE TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
1"±NOTE:
HEM OF FLASHING MUST FASTEN ONE
PIECE TO THE OTHER.
1"±
4" CAST STONE SILL, TYP.
- PULL BTM. 1"±
NOTE:
WINDOW NAILING FLANGE MUST
HAVE A CONTINUOUS LAP OF 1-1/8"
OVER THE SHEATHING
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
14" 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
STEEL LINTEL, TYPICAL
- RE: GENERAL NOTES FOR SIZE &
BEARING REQUIREMENTS
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"
18" MYLAR FLASHING
-EXTEND 8" BEYOND EA. SIDE OF
WINDOW
-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")
112" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE
14" BEAD OF 'SONOLASTIC NP-1'
CAULK, CONT. BTWN FLANGE AND
SHEATHING
- TYPICAL, ALL (4) SIDES
112" 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
WINDOW
-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
WINDOW
-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")
112" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE
14" 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
06 CAST STONE WINDOW HEAD @ MASONRY VENEER
SCALE:3" = 1'-0"
1 12" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE
CAULK, TYPICAL
- LEAVE 18" GAP @ EA. END OF
WINDOW FOR AIR
CIRCULATIOIN
STEEL LINTEL, TYPICAL
- RE: GENERAL NOTES FOR SIZE &
BEARING REQUIREMENTS
14" 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
WINDOW
-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")WILLIAM L. KAUFH O L Z
ARCHITECTOVERBROOK FARMSREASON FOR PLOT:PLOT DATE:Job No.
Sheet No.INHOMESITE NO.OFFICE REVIEW:MASTER BY:DATE:CDATE:3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO:DATE:PERMIT:SIGN-OFF:CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:2/25/2021 10:54 AM#OBF011000000VIJAYALAKSHMI CUTTAMANCHI3965 BEAR CREEK WAYCLAY46-430-CLAY FRENCH MANOR WITH BRICKCARMEL, IN10005/2017JP------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:----KIRANKUMAR MANUBOLU SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLCD1.3
@ FIBER CEMENT BOARD PANEL
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.
06 3" = 1'-0"
STRUCTURAL SHEATHING, TYPICAL
FIBER CEMENT BOARD PANEL, TYPICAL
1x TRIM, TYPICAL
- REFER TO ELEVATIONS FOR SIZES
AND PROFILES
@ FIBER CEMENT BOARD PANEL
14" BEAD OF 'SONOLASTIC NP-1'
CAULK, CONT. BTWN FLANGE AND
SHEATHING
- TYPICAL, ALL (4) SIDES
SCALE:05 3" = 1'-0"
STRUCTURAL SHEATHING, TYPICAL
FIBER CEMENT BOARD PANEL, TYPICAL
@ FIBER CEMENT BOARD PANEL
'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
1x TRIM, TYPICAL
- w/ FIBER CEMENT BOARD PANEL
BACK-UP
- REFER TO ELEVATIONS FOR SIZES
AND PROFILES
PLAN DETAIL - WINDOW JAMB w/ WOOD TRIM
FIBER CEMENT BOARD PANEL, TYPICAL
SCALE:08 3" = 1'-0"
'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
@ FIBER CEMENT BOARD PANEL
FIBER CEMENT BOARD PANEL, TYPICAL
SCALE:09 3" = 1'-0"
1x4 CORNER TRIM
- OVER FIBER CEMENT BOARD PANEL
FIBER CEMENT BOARD PANEL
- EXTEND TO CORNER
FRONT ELEVATION
SCALE:
w/ FIBER CEMENT BOARD PANEL
3" = 1'-0"
PLAN DETAIL - 1x4 TRIM @ CORNER SECTION - WINDOW SILL w/ WOOD TRIM SECTION - WINDOW HEAD w/ SLOPED WOOD TRIM
SECTION - WINDOW HEAD w/ WOOD TRIM
@ GABLE END w/ LAPPED 1x8 RAKE BOARDS
SECTION - FIBER CEMENT BOARD PANEL
07 SCALE:3" = 1'-0"
1x8 RAKE BOARD
- w/ 1x6 BACK-UP
1x8 FRIEZE BOARD
- w/ FIBER CEMENT BOARD PANEL
BACK-UP
FIBER CEMENT BOARD PANEL, TYPICAL
STRUCTURAL SHEATHING
(STRUCTURAL & WATER REPELLENT)
- GABLE SHT'G TO OVERLAP WALL
SHT'G 2" MINIMUM.18"MAX.@ VERTICAL SEAM - GABLE END
SCALE:
SECTION - FIBER CEMENT BOARD PANEL
6" = 1'-0"
- 2x4 FLATS @ 16" o.c.
GABLE END TRUSS
1x BATTEN
- REFER TO ELEVATIONS FOR
SIZES AND PROFILES
NOTE:
ALWAYS PROVIDE STUD DIRECTLY
BEHIND BATTEN / BUTT JOINT
18"MAX.@ VERTICAL SEAM
SCALE:
SECTION - FIBER CEMENT BOARD PANEL
6" = 1'-0"
FRAME WALL @ 16" o.c.
1x BATTEN
- REFER TO ELEVATIONS FOR
SIZES AND PROFILES
FIBER CEMENT BOARD PANEL, TYPICAL
- MAX. 18" GAP @ SEAMS
NAILING PATTERN NOTE:
2" x 6d GALVANIZED NAILS TO BE 6" o.c. ON
PERIMETER and 12" o.c. IN THE FIELD
- KEEP FASTENERS 2" AWAY FROM CORNERS
& 38" MIN. FROM EDGE OF PANEL
'H' STRIP CONNECTOR
FIBER CEMENT BOARD PANEL, TYPICAL
FRAME WALL @ 16" o.c.
6" = 1'-0"
SECTION - FIBER CEMENT BOARD PANEL
SCALE:
@ VERTICAL SEAM
12
01
02
03
18" STRUCTURAL SHEATHING
18" STRUCTURAL SHEATHING
18" STRUCTURAL SHEATHING
FIBER CEMENT BOARD PANEL, TYPICAL
- MAX. 18" GAP @ SEAMS
1x TRIM, TYPICAL
- w/ 10° BEVEL @ TOP EDGE
- w/ FIBER CEMENT BOARD PANEL
BACK-UP
- REFER TO ELEVATIONS FOR SIZES
AND PROFILES
112" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE
14" BEAD OF 'SONOLASTIC NP-1'
CAULK, CONT. BTWN FLANGE AND
SHEATHING
- TYPICAL, ALL (4) SIDES
112" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE
14" BEAD OF 'SONOLASTIC NP-1'
CAULK, CONT. BTWN FLANGE AND
SHEATHING
- TYPICAL, ALL (4) SIDES
14" BEAD OF 'SONOLASTIC NP-1'
CAULK, CONT. BTWN FLANGE AND
SHEATHING
- TYPICAL, ALL (4) SIDES
112" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE
1x TRIM, TYPICAL
- w/ 10° BEVEL @ TOP EDGE
- w/ FIBER CEMENT BOARD PANEL
BACK-UP
- REFER TO ELEVATIONS FOR SIZES
AND PROFILES
BREAK MTL DRIP EDGE FLASH'G
- NAIL & CAULK T/ FLASHING TO WALL
SHEATHING, TYPICAL
- EXTEND FLASH'G 1/2"± BEYOND
OUTSIDE EDGE OF 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
112" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE
BREAK MTL DRIP EDGE FLASH'G
- NAIL & CAULK T/ FLASHING TO WALL
SHEATHING, TYPICAL
- EXTEND FLASH'G 1/2"± BEYOND
OUTSIDE EDGE OF WINDOW JAMB TRIM
APPROVED ANCHORS @ 3"o.c., TYPICAL
APPROVED FASTENER
@ 3"o.c., TYPICAL
STRUCTURAL SHEATHING, TYPICAL
112" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE
NOTE:
WINDOW NAILING FLANGE MUST
HAVE A CONTINUOUS LAP OF
1-1/8" OVER THE SHEATHING, TYP.
14" 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
HARDBOARD FRIEZE
- TRIM TO MATCH WINDOW HEADER HEIGHTS
- REFER TO ELEVATIONS FOR SIZES AND PROFILES
- w/ FIBER CEMENT BOARD PANEL BACK-UP
w/ FIBER CEMENT BOARD PANEL
SCALE:04 3" = 1'-0"
SECTION - WINDOW HEAD @ FRIEZE BOARD
@ BAND BOARD TRIM w/ SIDING BELOW
PLAN DETAIL - FIBER CEMENT BOARD PANEL
SCALE:11 3" = 1'-0"
@ BAND BOARD TRIM w/ TRIM BELOW
SECTION - FIBER CEMENT BOARD PANEL
10 SCALE:3" = 1'-0"
1x TRIM BOARD
- REFER TO ELEVATIONS FOR SIZES
AND PROFILES
- w/ FIBER CEMENT BOARD PANEL BACK-UP
FIBER CEMENT BOARD PANEL, TYPICAL
- HOLD OFF T/ TRIM 14"
METAL DRIP FLASHING
- NAIL & TAPE TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
14"1x TRIM BOARD
- REFER TO ELEVATIONS FOR SIZES AND
PROFILES
FIBER CEMENT BOARD PANEL, TYPICAL
- HOLD OFF T/ TRIM 14"
METAL DRIP FLASHING
- NAIL & TAPE TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
14"HORIZONTAL SIDING, TYPICAL
J-CHANNEL TRIM, TYPICAL
STRUCTURAL SHEATHING, TYPICAL
FIBER CEMENT BOARD PANEL, TYPICAL
1x TRIM BOARD (SHOWN BEYOND)
- REFER TO ELEVATIONS FOR SIZES AND PROFILES
- w/ FIBER CEMENT BOARD PANEL BACK-UP
STRUCTURAL SHEATHING, TYPICAL
NAILING PATTERN NOTE:
2" x 6d GALVANIZED NAILS TO BE 6" o.c. ON
PERIMETER and 12" o.c. IN THE FIELD
- KEEP FASTENERS 2" AWAY FROM CORNERS
& 38" MIN. FROM EDGE OF PANEL
NAILING PATTERN NOTE:
2" x 6d GALVANIZED NAILS TO BE 6" o.c. ON
PERIMETER and 12" o.c. IN THE FIELD
- KEEP FASTENERS 2" AWAY FROM CORNERS
& 38" MIN. FROM EDGE OF PANEL
NOTE:
ALWAYS PROVIDE STUD DIRECTLY
BEHIND PANEL JOINT / 'H' STRIP
CONNECTOR
NOTE:
ALWAYS PROVIDE STUD DIRECTLY
BEHIND BATTEN / BUTT JOINT
1x2 SYNBOARD TRIM
- EXTEND 1" BEYOND 1x BEVELED TRIM 14"METAL DRIP FLASHING
- NAIL & TAPE TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD WILLIAM L. KAUFH O L Z
ARCHITECTOVERBROOK FARMSREASON FOR PLOT:PLOT DATE:Job No.
Sheet No.INHOMESITE NO.OFFICE REVIEW:MASTER BY:DATE:CDATE:3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO:DATE:PERMIT:SIGN-OFF:CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:2/25/2021 10:55 AM#OBF011000000VIJAYALAKSHMI CUTTAMANCHI3965 BEAR CREEK WAYCLAY46-430-CLAY FRENCH MANOR WITH BRICKCARMEL, IN10005/2017JP------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:----KIRANKUMAR MANUBOLU SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLCD1.4
METAL DRIP FLASHING, TYP.
- NAIL TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
CAST STONE SILL, TYP.
- PULL BTM. 1"±
1x TRIM BOARD
- HOLD TRIM UP 1" ±
- REFER TO ELEVATIONS FOR SIZES
AND PROFILES
04 SCALE:
BRICK VENEER, TYPICAL
3" = 1'-0"
FIBER CEMENT BOARD PANEL, TYPICAL
- HOLD OFF T/ TRIM 14"
STONE SILL w/ 1x TRIM - CULTURED STONE VENEER
METAL DRIP FLASHING, TYP.
- NAIL TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
1x TRIM BOARD
- HOLD TRIM UP 1" ±
- REFER TO ELEVATIONS FOR SIZES
AND PROFILES
05 SCALE:
SECTION - FIBER CEMENT BOARD PANEL @ CAST
CULTURED STONE VENEER, TYPICAL
3" = 1'-0"
FIBER CEMENT BOARD PANEL, TYPICAL
- HOLD OFF T/ TRIM 14"14"@ CAST STONE SILL w/ 1x TRIM - BRICK VENEER
SECTION - FIBER CEMENT BOARD PANEL
METAL DRIP FLASHING, TYP.
- NAIL & TAPE TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
CAST STONE SILL, TYP.
- PULL BTM. 1"±
01 SCALE:
BRICK VENEER, TYPICAL
3" = 1'-0"
FIBER CEMENT BOARD PANEL, TYPICAL
- HOLD OFF T/ SILL 1"±1"±@ CAST STONE SILL - CULTURED STONE VENEER
METAL DRIP FLASHING, TYP.
- NAIL & TAPE TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
02 SCALE:
SECTION - FIBER CEMENT BOARD PANEL
CULTURED STONE VENEER, TYPICAL
3" = 1'-0"
FIBER CEMENT BOARD PANEL, TYPICAL
- HOLD OFF T/ SILL 1"±1"±@ CAST STONE SILL - BRICK VENEER
SECTION - FIBER CEMENT BOARD PANEL 14"@ FIBER CEMENT BOARD PANEL03SCALE:3" = 1'-0"
H-STRIP CONNECTOR OR BATTEN,
TYP.
- REFER TO PLANS FOR LOCATIONS
FIBERGLASS ASPHALT SHINGLES
OVER 7/16" ROOF SHEATHING
METAL FLASHING
- TURN OUT 3" ABOVE GUTTER
FIBER CEMENT BOARD PANEL, TYP.
- NOTCH FIBER CEMENT BOARD
PANEL FOR FLASHING
- HOLD OFF T/ SHINGLES 1"±
ALUMINUM GUTTER
- REFER TO ELEVATIONS
1x8 GUTTER BOARD, TYP.
METAL DRIP FLASHING
- NAIL & TAPE TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
METAL DRIP FLASHING
- NAIL & TAPE TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
METAL FLASHING, TYP.
- NAIL & TAPE TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
1x TRIM BOARD
- HOLD TRIM UP 1" ±
- REFER TO ELEVATIONS FOR SIZES
AND PROFILES
06 SCALE:
w/ 1x TRIM w/ ROOF BELOW
3" = 1'-0"
FIBER CEMENT BOARD PANEL, TYPICAL
- HOLD OFF T/ TRIM 14"1"±ROOF PITCH VARIES
- REFER TO PLANS
METAL FLASHING, TYP.
- NAIL & TAPE TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
07 SCALE:
FIBER CEMENT BOARD PANEL w/ ROOF BELOW
3" = 1'-0"
FIBER CEMENT BOARD PANEL, TYPICAL
- HOLD OFF T/ ROOF 1"±1"±ROOF PITCH VARIES
- REFER TO PLANS
14"METAL DRIP FLASHING
- NAIL & TAPE TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
FIBER CEMENT BOARD PANEL @ HORIZONTAL SEAM
SECTION -
08 SCALE:6" = 1'-0"
NAILING PATTERN NOTE:
2" x 6d GALVANIZED NAILS TO BE 6" o.c. ON
PERIMETER and 12" o.c. IN THE FIELD
- KEEP FASTENERS 2" AWAY FROM CORNERS
& 38" MIN. FROM EDGE OF PANEL
'Z' FLASHING
- DO NOT OVERLAP FLASHING @ JOINTS!
- BUTT ENDS OF FLASHING TOGETHER
FIBER CEMENT BOARD PANEL, TYPICAL
- HOLD OFF T/ 'Z' FLASHING 14"
FRAME WALL @ 16" o.c.
18" STRUCTURAL SHEATHING
14"CAST STONE SILL, TYP.
- PROJECT BTM. 34" ±
- SLOPE 38" MIN. TO PROVIDE
POSITIVE DRAINAGE
1"±1"±1"±
34"±38"MIN.1"±34"±38"MIN.CAST STONE SILL, TYP.
- PROJECT BTM. 34" ±
- SLOPE 38" MIN. TO PROVIDE
POSITIVE DRAINAGE
SECTION -
DETAIL - GABLE FLASHING SECTION - FIBER CEMENT BOARD PANEL
'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
@ FIBER CEMENT BOARD PANEL
FIBER CEMENT BOARD PANEL, TYPICAL
SCALE:09 3" = 1'-0"
SECTION - WINDOW SILL w/ SLOPED WOOD TRIM
14" BEAD OF 'SONOLASTIC NP-1'
CAULK, CONT. BTWN FLANGE AND
SHEATHING
- TYPICAL, ALL (4) SIDES
112" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE
1x TRIM, TYPICAL
- w/ 10° BEVEL @ TOP EDGE
- w/ FIBER CEMENT BOARD PANEL
BACK-UP
- REFER TO ELEVATIONS FOR SIZES
AND PROFILES
1x2 SYNBOARD TRIM
- EXTEND 1" BEYOND 1x BEVELED TRIM
FIBER CEMENT BOARD SIDING @ CONC. FDN WALL
SCALE:3" = 1'-0"
STRUCTURAL SHEATHING
NOTE:
THICKNESS VARIES
REFER TO FOUNDATION PLAN
8" THICK CAST-IN-PLACE
CONCRETE FOUNDATION WALL
- UNLESS NOTED OTHERWISE
ON FOUNDATION PLAN
- HOLD POLY 1" BELOW
T/FOUNDATION, TYP.12"12"1"- 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
FIBER CEMENT BOARD PANEL
- TYPICAL
13
NAILING PATTERN NOTE:
2" x 6d GALVANIZED NAILS TO BE 6" o.c. ON
PERIMETER and 12" o.c. IN THE FIELD
- KEEP FASTENERS 2" AWAY FROM CORNERS
& 38" MIN. FROM EDGE OF PANEL
158" BARGE MOULD
NOTE: FRONT TURNED GABLES ONLY
- REFER TO ELEVATION
@ GABLE END WALL w/ 12" EXTENDED RAKE
SECTION - FIBER CEMENT BOARD PANEL
12 SCALE:3" = 1'-0"
1x8 GABLE FRIEZE
- w/ FIBER CEMENT BOARD PANEL BACK-UP
FIBER CEMENT BOARD PANEL, TYPICAL
STRUCTURAL SHEATHING:
(STRUCTURAL & WATER REPELLENT)
-GABLE SHT'G TO OVERLAP WALL
SHT'G 2" MINIMUM.
@ GABLE END WALL
SECTION - FIBER CEMENT BOARD PANEL
10 SCALE:3" = 1'-0"
1x8 RAKE BOARD
- w/ FIBER CEMENT BOARD PANEL
BACK-UP
FIBER CEMENT BOARD PANEL, TYPICAL
STRUCTURAL SHEATHING:
(STRUCTURAL & WATER REPELLENT)
-GABLE SHT'G TO OVERLAP WALL
SHT'G 2" MINIMUM.
@ GABLE END WALL w/ EXTENDED RAKE
SECTION - FIBER CEMENT BOARD PANEL
11 SCALE:3" = 1'-0"
3/8" SOFFIT
1x8 RAKE BOARD
- 2x6 BLOCKS @ 24" o.c. ON 1x6's
GABLE EXTENSION
12"
1x8 GABLE FRIEZE
- w/ FIBER CEMENT BOARD PANEL BACK-UP
FIBER CEMENT BOARD PANEL, TYPICAL
STRUCTURAL SHEATHING:
(STRUCTURAL & WATER REPELLENT)
-GABLE SHT'G TO OVERLAP WALL
SHT'G 2" MINIMUM.
3/8" SOFFIT
1x8 RAKE BOARD
- 2x6 BLOCKS @ 24" o.c. ON 1x6's
GABLE EXTENSION
PER PLAN
11316"11316"14"10°
100°
100°11316"11316"14"10°
100°
100°11316"11316"14"10°
100
°
100
°11316"11316"14"10°
100
°
100°WILLIAM L. KAUFH O L Z
ARCHITECTOVERBROOK FARMSREASON FOR PLOT:PLOT DATE:Job No.
Sheet No.INHOMESITE NO.OFFICE REVIEW:MASTER BY:DATE:CDATE:3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO:DATE:PERMIT:SIGN-OFF:CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:2/25/2021 10:55 AM#OBF011000000VIJAYALAKSHMI CUTTAMANCHI3965 BEAR CREEK WAYCLAY46-430-CLAY FRENCH MANOR WITH BRICKCARMEL, IN10005/2017JP------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:----KIRANKUMAR MANUBOLU SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLCD1.5
SLOPE 3" FROM REAR
TO FRONT w/
1" WEATHERLIP @
THE GARAGE DOOR
13'-0" MAXIMUMTO ℄ PIER / FT'G.13'-0" MAXIMUMTO ℄ PIER / FT'G.13'-0" MAXIMUM
TO ℄ PIER / FT'G.
13'-0" MAXIMUM
TO ℄ PIER / FT'G.
HOLD T/ GARAGE SLAB
DOWN 1/2" FROM T/ FDN.
& SLOPE TO O.H. DOOR
- UNLESS OTHERWISE
NOTED ON A2.0
2x4 NOTCH SLOPED 3"
FROM REAR TO FRONT
FOR SLAB SUPPORT
- DTL. 10/D2.1
12"w. x 20"d. C.I.P.
CONC. GRADE BEAM
- DTL. 06/D2.1
UNEXCAVATED
GARAGE SLAB SHALL HAVE
COMPRESSIVE STRENGTH @
28 DAYS = 3500 PSI.
w/ PEA GRAVEL BASE TO
PROVIDE FINISH GRADE VARIESVARIES
24" x 24" PIER
- DEPTH TO BEARING SOIL
36" x 36" x 8"d. C.I.P.
CONCRETE FOOTING
- SHOWN BELOW PIER
6"thk. CONC. GARAGE SLAB
- PROVIDE #4 RE-BARS @12"o.c.
EA. WAY w/ MIN. 3" COVERAGE
SCALE:3/4" = 1'-0"
DETAIL - 2-CAR SIDE ENTRY GARAGE SLAB 01
09
D2.1 WILLIAM L. KAUFH O L Z
ARCHITECTOVERBROOK FARMSREASON FOR PLOT:PLOT DATE:Job No.
Sheet No.INHOMESITE NO.OFFICE REVIEW:MASTER BY:DATE:CDATE:3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO:DATE:PERMIT:SIGN-OFF:CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:2/25/2021 10:55 AM#OBF011000000VIJAYALAKSHMI CUTTAMANCHI3965 BEAR CREEK WAYCLAY46-430-CLAY FRENCH MANOR WITH BRICKCARMEL, IN10005/2017JP------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:----KIRANKUMAR MANUBOLU SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLCD2.0
- TIED TO RE-BAR
TIE WIRE
VINYL WATER-STOP
FOR NOTCH FORMING
3/4" = 1'-0"
RIP 1x2 AS DETAILED
SCALE:
CAST-IN-PLACE
CONCRETE FOUNDATIONFDN. WALLVARIES(4) RE-BARS
- w/ 2" MIN. COVER
PLAN DTL - VERTICAL CONTROL JOINT
30.00°
1x2 RIPPED @ 30° TO
FORM CONTROL JOINT
ELEVATION - FDN STEEL GROUNDING
SCALE:3/4" = 1'-0"
STUB RE-BAR UP IN
FRONT CORNER ON THE
UTILITY SIDE OF HOME
4 AWG WIRE CLAMPED
TO RE-BAR STUB FOR
GROUNDING
STUB UP 20'-0" LONG
PIECE OF CONTINUOUS
FOOTING RE-BAR 3"
ABOVE T/ FOOTING
FOUNDATION WALL
3"NOTE
8" x 8" BOX-OUT IN
SLAB @ RE-BAR STUB
HOPPER WINDOW HEAD @ SIDING
SCALE:3/4" = 1'-0"
STRUCTURAL SHEATHING
8"thk. C.I.P. CONCRETE FDN WALL
- UNLESS NOTED OTHERWISE
ON FOUNDATION PLAN
- EXTEND SHEATHING TO 1/2" BELOW T/ FOUNDATION WALL
HORIZONTAL SIDING, TYPICAL
24" POLY FLASHING, TYPICAL
2x4 P.T. SILL PLATE
4'-0" LONG P.T. 2x4 NEXT TO SILL PLATE, CENTERED ABOVE HOPPER WINDOW- TOE NAIL INTO SILL PLATE
1x6 TRIM
HOPPER WINDOW
- RIP TO FIT
SECTION -
NOTE:
- HOLD POLY 1" BELOW
T/FOUNDATION, TYP.4"112"8"FOOTING- 1" ADDITIONAL FALL IN LAST 12" OF RUN
3. ALL STEEL TO BE COVERED w/ A MIN.
1. 6" CONCRETE SLAB
5. WEATHER LIP AT GARAGE DOOR
2. 8" PEA GRAVEL BASE
GARAGE SLAB NOTES:
OF 3" OF CONCRETE
1" = 1'-0"6"1"SLOPE12"
1" SLOPE
SCALE:512"8"x18" CONCRETE FOOTINGVARIES - REFER TO PLANGARAGE WALL DEPTHVARIESREFER TO PLANSECTION DETAIL - FOUNDATION @ GARAGE DOOR
12" EXPANSION JOINT
DRIVEWAY CONCRETE SLAB
- MIN. 4" THK.
- THICKENED TO 5 12" @
GARAGE DOOR
4. 1 12" x 5 12" (2x6) LEDGE FOR DRIVEWAY
SLAB SUPPORT
#4 RE-BAR
- REFER TO D2.0 FOR SPACING
SCALE:
DETAIL - GARAGE FDN WALL @ BASEMENT OVERDIG312"LENGTH OF OVERDIG 4'-0"
MIN. RE-BAR EMBEDMENT
APPROX. LINE OF OVERDIG
UNDISTURBED SOIL℄2'-0"
MIN. RE-BAR
EMBEDMENT
(2) #4 RE-BARS
- CONTINUOUS
(2) #4 RE-BARS
- EXTEND PAST AREA
OF OVERDIG
312"℄GARAGE FOUNDATION
FOOTING
SCALE:3/4" = 1'-0"
A
A6"PEA GRAVEL BASE
DEPTH VARIESC.I.P. FOOTING
36" x 36" x 8"d.
DETAIL - GARAGE SLAB PIER
SOIL
8"FOOTING24" x 24" PIER
- DEPTH TO BEARING
SCALE:3/4" = 1'-0"
6"thk. CONC. SLAB
w/ #4 RE-BAR @ 12" o.c.
- EA. WAY, TYP.
- MIN. 3" COVER
IF PIER DEPTH TO BEARING SOIL IS LESS
THAN 2'-0"d., THE PIER WILL BE POURED
BY THE FLATWORK SUBCONTRACTOR
IF PIER DEPTH TO BEARING SOIL IS 2'-0"d.
OR GREATER, THE PIER WILL BE POURED
BY THE FOUNDATION SUBCONTRACTOR
GARAGE PIER NOTES:TO BEARING SOIL1'-0"SLAB TO BE MIN.
12"thk. @ PIER
3/4" = 1'-0"SCALE:
SECTION DETAIL - GARAGE DOOR GRADE BEAM6"12"
(1" SLOPE)912"8"w x 18"d TURNED DOWN
CONCRETE SLAB
3" x 5 12" NOTCH IN TURN
DOWN FOR DRIVEWAY SLAB
SUPPORT
POURED CONCRETE
FOUNDATION WALL
(3) CONTINUOUS #4 RE-BARS
(DRILLED)
ELEVATION512"6"thk. CONC. GARAGE SLAB
GARAGE FOUNDATION
BEYOND
PEA GRAVEL BASE
- TO PROVIDE FINISH GRADE
(3) CONTINUOUS #4
RE-BARS (DRILLED)
SECTION
#4 RE-BAR
- REFER TO D2.0 FOR SPACING
12" EXPANSION JNT.
8" CONC. FDN. WALL
BEYOND
DRIVEWAY CONC. SLAB
- MIN. 4" THICK
- THICKENED TO 5 12"
GARAGE DOOR
1'-6"(APROX. DEPTH)3"912"1"SLOPE3"1'-5" or1'-9" @ SPLITLEVEL HOMES8"3"1'-6"1'-012"512"℄3"6"
2"2"2"2"
℄℄5"1'-0"VARIES114"6"SECTION DETAIL - GARAGE SLAB
APPROXIMATE LINE
OF 3'-0" OVERDIG
UNDISTURBED SOIL
SCALE:
PEA GRAVEL BASE
3/4" = 1'-0"312"114"6"thk. CONCRETE
SLAB ON GRADE
2x4 KEY IN GARAGE
FOUNDATION WALL
- REFER TO SHEET D2.0
#4 RE-BAR @ 12" o.c.
- EA. WAY, TYP.
- MIN. 3" COVER
3"VARIES114"6"GARAGE SLAB 12'-0" WIDE OR LESS
SCALE:3/4" = 1'-0"312"114"6"thk. CONCRETE
SLAB ON GRADE
2x4 KEY IN GARAGE
FOUNDATION WALL
- REFER TO SHEET D2.0
#4 RE-BAR @ 9" o.c.
- SHORT DIRECTION
- PLACED @ BTM. OF
STEEL MAT
- MIN. 3" COVER
3"SECTION DETAIL -
#4 RE-BAR @ 18" o.c.
- LONG DIRECTION
- MIN. 2" COVER
APPROXIMATE LINE
OF 3'-0" OVERDIG
UNDISTURBED SOIL
PEA GRAVEL BASE
SECTION DETAIL - RADON REDUCTION
SCALE:3/4" = 1'-0"312"8"312" THICK
CONCRETE SLAB
3" SCH 40 PVC PIPE
- THRU ROOF
6 MIL POLY VAPOR
BARRIER
MINIMUM 4" GRAVEL
BASE
PVC "T" IN GRAVEL
BASE
- NOTE: RUN PARALLEL
TO FOOTING
04
03
02
01
09
08
07
06
13
12
11
10
15
14
05
6"GARAGE SLAB @ BRICK CURB
APPROXIMATE LINE
OF 3'-0" OVERDIG
UNDISTURBED SOIL
SCALE:3/4" = 1'-0"
6" CONCRETE
SLAB ON GRADE
EXTEND REBAR 2" INTO
FOUNDATION WALL
- PROVIDE TIGHT / FRICTION
FIT OR EPOXY
#4 RE-BAR @ 12" o.c.
- EA. WAY, TYP.
- MIN. 3" COVER
3"PEA GRAVEL BASE
SECTION DETAIL -VARIES612" MAX. DEPTH BRICK
CURB w/ NO RE-INFORCING 612"MAX.DEPTHNOTE:
NO KEYWAY TO BE FORMED
IN WALL WHERE THERE IS A
BRICK CURB6"12'-0" WIDE OR LESS @ BRICK CURB
SCALE:3/4" = 1'-0"
EXTEND REBAR 2" INTO
FOUNDATION WALL
- PROVIDE TIGHT / FRICTION
FIT OR EPOXY
3"6"thk. CONCRETE
SLAB ON GRADE
#4 RE-BAR @ 9" o.c.
- SHORT DIRECTION
- PLACED @ BTM. OF
STEEL MAT
- MIN. 3" COVER
#4 RE-BAR @ 18" o.c.
- LONG DIRECTION
- MIN. 2" COVER
APPROXIMATE LINE
OF 3'-0" OVERDIG
UNDISTURBED SOIL
PEA GRAVEL BASE
SECTION DETAIL - GARAGE SLABVARIES612" MAX. DEPTH BRICK
CURB w/ NO RE-INFORCING 612"MAX.DEPTHNOTE:
NO KEYWAY TO BE FORMED
IN WALL WHERE THERE IS A
BRICK CURB
(2) BARS #4 RE-BAR TO BE
PLACED IN DRIVEWAY 6" IN
FROM OUTSIDE EDGE
- MIN. 2" COVER
(2) BARS #4 RE-BAR TO BE PLACED IN
DRIVEWAY 6" IN FROM OUTSIDE EDGE
- MIN. 2" COVER
SCALE:3/4" = 1'-0"
DTL - FOOTING @ BSMT BEARING WALL
18"
BEARING FRAME WALL
4"8"VAPOR BARRIER
P.T. SOLE ⅊
4" THICK
CONCRETE SLAB
8"d. x 18"w. THICKENED
SLAB
NOTE:
4" MIN. GRAVEL BASE
SECTION - HAUNCH @ 4'-0"d. STOOP
SCALE:1/2" = 1'-0"2'-212"3'-0"1'-0"#4 RE-BAR - MIN. 12" EMBEDMENT
- STUBBED OUT & LOOPED
CAST-IN-PLACE CONCRETE
FOUNDATION WALL
- REFER TO PLANS FOR HEIGHT
& WALL THICKNESS
FROM T/ FDN. WALL
- MIN. 2" COVER
NOTE:
WHEN PLACING STOOP, CUT THE
LOOPED RE-BAR & SPREAD IN
EITHER DIRECTION SO THAT THE
STEEL IS LOCATED ON BOTH SIDES
OF THE HAUNCH IN THE STOOP 312"HOLD T/ HAUNCH DOWN 3 1/2"1'-212"2'-0"1'-0"
SECTION DETAIL - RADON REDUCTION
SCALE:3/4" = 1'-0"312"8"3" Ø DRAIN TILE
- THRU FOOTING @
6'-0" O.C.
- PLACE @ BTM./ FT'G.
- TYPICAL
4" Ø DRAIN TILE
- TYPICAL
312" THICK
CONCRETE SLAB
3" SCH 40 PVC PIPE
- THRU ROOF
- HOLD TIGHT TO
FOUNDATION WALL
6 MIL POLY VAPOR
BARRIER
MINIMUM 4" GRAVEL
BASE
PVC "T" IN GRAVEL
BASE
- NOTE: RUN PARALLEL
TO FOOTING
3/4" = 1'-0"SCALE:
CAST-IN-PLACE
CONCRETE FOUNDATIONFDN. WALLVARIESDETAIL - DOVETAIL @ SIDING TO GRADE
TREATED 2x4 RIPPED @
ANGLE TO FORM DOVETAIL
- @ 16" o.c.
312"
1'-4"1'-4"
℄℄℄
3"
HORIZONTAL SIDING
14"14"112"17
WILLIAM L. KAUFH O L Z
ARCHITECTOVERBROOK FARMSREASON FOR PLOT:PLOT DATE:Job No.
Sheet No.INHOMESITE NO.OFFICE REVIEW:MASTER BY:DATE:CDATE:3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO:DATE:PERMIT:SIGN-OFF:CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:2/25/2021 10:55 AM#OBF011000000VIJAYALAKSHMI CUTTAMANCHI3965 BEAR CREEK WAYCLAY46-430-CLAY FRENCH MANOR WITH BRICKCARMEL, IN10005/2017JP------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:----KIRANKUMAR MANUBOLU SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLCD2.1
SCALE:
@ GARAGE SERVICE DOOR
3/4" = 1'-0"
T/ GARAGE SLAB
1"REFER TOPLANFOR DEPTHOF POUR-THRUSECTION - WEATHERLIP
1" WEATHERLIP @
SERVICE DOOR
HOLD T/ GARAGE
FDN. WALL DOWN
FOR SLAB POUR-THRU
- REFER TO PLAN
FOR DEPTH
1"
01
02
03
04
05
06
BLOCKS ONLY AT SIDES OF OPENING
- PROVIDE RECESSED NAILING
SCALE:
NOTE:
CONCRETE DOOR HEADER
DO NOT SET NAILING BLOCK INTO
(2) #4 RE-BARS
- w/ 2" MINIMUM COVER
- w/ 2" MINIMUM COVER
- EXTEND MIN 12" BEYOND OPENING
(2) #4 RE-BARS
1014"or 2214"8'-0"or 9'-0"2"3/4" = 1'-0"7'-134"2"2x6
@ PATIO DOOR
SECTION - CONCRETE HEADER
BLOCKS ONLY AT SIDES OF OPENING
- PROVIDE RECESSED NAILING
SCALE:
NOTE:
CONCRETE DOOR HEADER
DO NOT SET NAILING BLOCK INTO
(2) #4 RE-BARS
- w/ 2" MINIMUM COVER
- w/ 2" MINIMUM COVER
- EXTEND MIN 12" BEYOND OPENING
(2) #4 RE-BARS
1112"or 2312"8'-0"or 9'-0"2"3/4" = 1'-0"7'-012"2"2x6
SECTION - CONCRETE HEADER @ SGD
SCALE:
SECTION - FROST FOOTING @ DOOR
3/4" = 1'-0"
T/ SLAB
1"1" WEATHERLIP
@ DOOR
T/ SLAB
2'-0"
DEPTH OF INSUL.312"NOTE:
BASEMENT WALL INSULATION NOT SHOWN
- TYPE VARIES PER PLAN
- SEE NOTES ON FDN. PLAN
FOR SPECIFIC INFO
RIGID INSULATION
- REFER TO GN SHEET FOR
R-VALUE
- 24" DEPTH
- @ ALL AREAS WHERE GRADE
COVERS 30" OR LESS OF THE
FDN. WALL ABOVE THE T/ SLAB
GRAVEL FILL
- 4" MINIMUM
3 12"thk. CONCRETE
SLAB
6-MIL VAPOR BARRIER
FOUNDATION WALL THICKNESS
VARIES
- REFER TO PLAN
FROST FOOTING
- REFER TO GN FOR MIN.
FROST FOOTING DEPTH
FOOTING WIDTH
VARIES PER PLANREFER TO GENERAL NOTES FORMINIMUM FROST FOOTING DEPTHSCALE:
SECTION - FROST FOOTING
T/ SLAB
2'-0"
DEPTH OF INSUL.312"3/4" = 1'-0"
NOTE:
BASEMENT WALL INSULATION NOT SHOWN
- TYPE VARIES PER PLAN
- SEE NOTES ON FDN. PLAN
FOR SPECIFIC INFO
RIGID INSULATION
- REFER TO GN SHEET FOR
R-VALUE
- 24" DEPTH
- @ ALL AREAS WHERE GRADE
COVERS 30" OR LESS OF THE
FDN. WALL ABOVE THE T/ SLAB
1" BEVELED
INSULATION
GRAVEL FILL
- 4" MINIMUM
3 12"thk. CONCRETESLAB
6-MIL VAPOR BARRIER
FOUNDATION WALL THICKNESS
VARIES
- REFER TO PLAN
FROST FOOTING
- REFER TO GN FOR MIN.
FROST FOOTING DEPTH
FOOTING WIDTH
VARIES PER PLANREFER TO GENERAL NOTES FORMINIMUM FROST FOOTING DEPTH08
09 FDN WALL w/ BRICK VENEER @ FRONT PORCH
SCALE:3" = 1'-0"
SECTION DETAIL -
1/2" x 10" HOT-DIPPED GALVANIZED BOLT
- SPACED @ 72" o.c. MAX.
@ 24" o.c. HORIZONTAL
BRICK WEEPHOLES
AIR SPACE, TYPICAL1"SILL SEALER, TYPICAL
- w/ WEEP CARDS 658"412"312"712"REFER TO PLANFOR FDN WALL HT.2 4
6 MIL POLY
2"
MIN.
1"
MYLAR
- BEHIND SHEATHING
- EXTEND MIN. 3" ONTO PORCH SLAB
EXTEND POLY FLASHING
2" MIN. INTO GRAVEL
STRUCTURAL SHEATHING
- HOLD BTM OF SHEATHING
1" BELOW T/ SUBFLOOR
234"
30" WIDE 6 MIL POLY FLASHING
- EXTEND MIN. 2" OVER T/SUBFLOOR
& 2" MIN. INTO GRAVEL
10
BRICK CURB @ FRONT PORCH FDN WALL
SCALE:1 1/2" = 1'-0"
SECTION DETAIL -
8" THICK CAST-IN-PLACE
CONCRETE FOUNDATION WALL
- UNLESS NOTED OTHERWISE
ON FOUNDATION PLAN
312"DEPTH OFCURB VARIES6"2x6 AND 2x4 BLOCKING FOR
BRICK CURB
- BRICK SHOWN DASHED
2 6
SLOPE
FOUNDATION WALL w/ SIDING @ FRONT PORCH
SCALE:3" = 1'-0"
SECTION DETAIL -
SIDING STARTER STRIP 658"212"512"712"REFER TO PLANFOR FDN WALL HT.2x4 LET-IN FOR SLAB SUPPORT
DRIP 14 (TAPE & CAULK @ TOP)
BLACK POLY ( 6 MIL)
- BEHIND SHEATHING
- EXTEND MIN. 2" ONTO
PORCH SLAB
6 MIL POLY
30" WIDE 6 MIL POLY FLASHING
- EXTEND MIN. 2" OVER
T/SUBFLOOR & 2" MIN. INTO
GRAVEL
2 6
334"
PRESSURE TREATED
2x6 SILL PLATE
(@ PORCH ONLY)414"
1/2" x 10" HOT-DIPPED
GALVANIZED BOLT
3"- HOLD 3" DOWN FROM T/ WALL
- SPACED @ 72" o.c. MAX.
2"
MIN.
EXTEND POLY FLASHING
2" MIN. INTO GRAVEL
STRUCTURAL SHEATHING
1"- HOLD BTM OF SHEATHING
1" BELOW T/ SUBFLOOR
- ONLY @ PORCH/HOUSE WALL
SILL SEALER,
TYPICAL
FDN WALL w/ STONE VENEER @ FRONT PORCH
SCALE:3" = 1'-0"
SECTION DETAIL -
SCREED w/ WEEP HOLES 658"212"512"712"REFER TO PLANFOR FDN WALL HT.2x4 LET-IN FOR SLAB SUPPORT
BLACK POLY ( 6 MIL)
- BEHIND SHEATHING
- EXTEND MIN. 2" ONTO
PORCH SLAB
6 MIL POLY
30" WIDE 6 MIL POLY FLASHING
- EXTEND MIN. 2" OVER
T/SUBFLOOR & 2" MIN. INTO
GRAVEL
2 6
334"
PRESSURE TREATED
2x6 SILL PLATE
(@ PORCH ONLY)414"
1/2" x 10" HOT-DIPPED
GALVANIZED BOLT
3"- HOLD 3" DOWN FROM T/ WALL
- SPACED @ 72" o.c. MAX.
2"
MIN.
EXTEND POLY FLASHING
2" MIN. INTO GRAVEL
STRUCTURAL SHEATHING
1"- HOLD BTM OF SHEATHING
1" BELOW T/ SUBFLOOR
- ONLY @ PORCH/HOUSE WALL
SILL SEALER,
TYPICAL 1"07
SCALE:3/4" = 1'-0"4"812"1'-4"412"APPROXIMATE LINE
OF 3'-0" OVERDIG
UNDISTURBED SOIL
#4 RE-BAR @ 24" o.c.
- MIN. 2" COVER
- EXTEND RE-BAR 2" INTO
FOUNDATION WALL
- PROVIDE TIGHT/FRICTION
FIT OR EPOXY
4"thk. CONCRETE PATIO
- w/ 12" x 4" FIBER EXPANSION JOINT MAT'L @ FDN. WALL
T/ SUBFLOOR
T/ FDN. WALL
T/ FINISH GRADE
FACE ALL EXPOSED
SIDES OF PATIO
SECTION - PATIO @ FULL GRADE
11
12
13
SCREED w/ WEEP HOLES
GARAGE FDN WALL w/ STONE @ FRONT PORCH
SCALE:3" = 1'-0"
SECTION DETAIL -1"SILL SEALER, TYPICAL
412"312"
STRUCTURAL SHEATHING
- HOLD BTM OF SHEATHING
3/8" OFF T/ FDN. WALL
2 4
134"T/ GARAGE SLAB
- HEIGHT VARIES
614"
1/2" x 10" HOT-DIPPED
GALVANIZED BOLT
- SPACED @ 72" o.c. MAX.
PRESSURE TREATED
2x4 SILL PLATE
12"2x4 FRAME WALL
38"BLACK POLY (6 MIL)
- TAPE TO STRUCTURAL SHEATHING
ABOVE POLY FLASHING
- EXTEND MIN. 2" ON TOP OF
PORCH SLAB
18" WIDE 6 MIL POLY FLASHING
BEHIND PORCH SLAB
- EXTEND 12" UP FRAME WALL
AND TAPE TO STRUCTURAL
SHEATHING
- EXTEND 2" MIN. INTO GRAVEL
GARAGE FDN WALL w/ BRICK @ FRONT PORCH
SCALE:3" = 1'-0"
SECTION DETAIL -
2 4
1"
T/ GARAGE SLAB
- HEIGHT VARIES12"1/2" x 10" HOT-DIPPED GALVANIZED BOLT
- SPACED @ 72" o.c. MAX.
@ 24" o.c. HORIZONTAL
BRICK WEEPHOLES
AIR SPACE, TYPICAL
SILL SEALER, TYPICAL
- w/ WEEP CARDS
412"312"
12" w. MYLAR
- TAPE TO STRUCTURAL SHEATHING
ABOVE POLY FLASHING
- EXTEND MIN. 3" ON TOP OF PORCH SLAB
EXTEND POLY FLASHING
2" MIN. INTO GRAVEL
234"
18" WIDE 6 MIL POLY FLASHING
- EXTEND 12" UP FRAME WALL
AND TAPE TO STRUCTURAL
SHEATHING
- EXTEND 2" MIN. INTO GRAVEL
STRUCTURAL SHEATHING
- HOLD BTM OF SHEATHING
3/8" OFF T/ FDN. WALL
PRESSURE TREATED
2x4 SILL PLATE
2x4 FRAME WALL
38"234"
SCALE:3" = 1'-0"
SECTION DETAIL -
GARAGE FDN WALL w/ SIDING @ FRONT PORCH
SIDING STARTER STRIP
SILL SEALER, TYPICAL
412"312"
DRIP 14 (TAPE & CAULK @ TOP)
STRUCTURAL SHEATHING
- HOLD BTM OF SHEATHING
3/8" OFF T/ FDN. WALL
2 4
134"T/ GARAGE SLAB
- HEIGHT VARIES
614"
1/2" x 10" HOT-DIPPED
GALVANIZED BOLT
- SPACED @ 72" o.c. MAX.
PRESSURE TREATED
2x4 SILL PLATE
12"2x4 FRAME WALL
38"BLACK POLY (6 MIL)
- TAPE TO STRUCTURAL SHEATHING
ABOVE POLY FLASHING
- EXTEND MIN. 2" ON TOP OF
PORCH SLAB
18" WIDE 6 MIL POLY FLASHING
BEHIND PORCH SLAB
- EXTEND 12" UP FRAME WALL
AND TAPE TO STRUCTURAL
SHEATHING
- EXTEND 2" MIN. INTO GRAVEL WILLIAM L. KAUFH O L Z
ARCHITECTOVERBROOK FARMSREASON FOR PLOT:PLOT DATE:Job No.
Sheet No.INHOMESITE NO.OFFICE REVIEW:MASTER BY:DATE:CDATE:3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO:DATE:PERMIT:SIGN-OFF:CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:2/25/2021 10:56 AM#OBF011000000VIJAYALAKSHMI CUTTAMANCHI3965 BEAR CREEK WAYCLAY46-430-CLAY FRENCH MANOR WITH BRICKCARMEL, IN10005/2017JP------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:----KIRANKUMAR MANUBOLU SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLCD2.2
09
06
08
01
02
03
07
04
11
05
12
16
14
13
15
17
18
19
20"1'-1012"
ROUGH
OPN'G.
214" CASING TRIM SURROUND
- PAINT TO MATCH CEILING
12" DRYWALL
DETAIL - ATTIC ACCESS PANEL
SCALE:3/8" = 1'-0"
PRE-ENGINEERED ROOF
TRUSSES @ 24" o.c.
20"h. O.S.B. BOX
- ON ALL SIDES
22" x 32" MASONITE
INSULATED PANEL
- PAINT TO MATCH CEILING
BLOWN-IN INSULATION
WEATHERSTRIPPING
- ON ALL FOUR SIDES
NOTE:
WHEN THE ACCESS PANEL IS IN
UNISULATED SPACE, DELETE THE
O.S.B. BOX & REPLACE MASONITE
PANEL w/ A DRYWALL PANEL
STRUCTURAL SHEATHING
24" POLY FLASHING, TYPICAL
OVERLAP STRUCTURAL SHEATHING 2"
- TYPICAL
2x BLOCKING BETWEEN STUDS
- T/BLK'G TO ALIGN WITH T/ TOP
PLATE AT ADJACENT WALLS.
APPROVED ANCHOR THRU BOTH
SHEETS OF STRUCTURAL @ 3"o.c
TYP.
- ANCHORS MUST PENETRATE
BLOCKING 1" MINIMUM.8'-1" OR 9'-1" TO SUB-FLRREFER TO SECTIONSHORIZONTAL SIDING OR BRICK VENEER
- REFER TO ELEVATIONS 2"STRUCTURAL SHEATHING
BLK'G @ BALLOON FRAME WALL
SCALE:3" = 1'-0"
DETAIL -
GLASS ENCLOSURE
2x4 FRAME WALL
@ 12" o.c.
SHOWER PAN
SECTION - SHOWER HALF WALL
SCALE:2'-0"CERAMIC TILE
WATERPROOF
MEMBRANE
12" TILE BACKERBOARD
- NO OSB ON SEAT
OR WALL FRAMING
NOTE:
12" TILE BACKER BOARD TO BE INSTALLED BY DRYWALL
SUBCONTRACTOR ON TOP & SIDES OF HALF WALL
3/4" = 1'-0"
GLASS ENCLOSURE
FRAME WALL @ 12" o.c.
- WIDTH VARIES, REFER TO PLAN
SHOWER PAN
SCALE:2'-0"CERAMIC TILE
WATERPROOF
MEMBRANE
12" TILE BACKERBOARD
- NO OSB ON SEAT
OR WALL FRAMING
NOTE:
12" TILE BACKER BOARD TO BE INSTALLED BY DRYWALL
SUBCONTRACTOR ON TOP & SIDES OF HALF WALL
LINE OF TUB
SHOWER HALF WALL / TUB
3/4" = 1'-0"
SECTION -
CERAMIC TILE
2x4 SEAT FRAMING
@ 12" o.c.
SHOWER PAN
2x4 FRAME WALL
WATERPROOF
MEMBRANE
12" TILE BACKERBOARD
- NO OSB ON SEAT
OR WALL FRAMING
VARIES
SEE PLAN
SECT - SHOWER SEAT
SCALE:1'-512"HT. @ BACK OF SEAT1'-514"HT. @ FRNT OF SEAT2x4 FRAMING
@ 12" o.c.
- SLOPE FRAMING
14" MIN.
NOTE:
12" TILE BACKER BOARD TO BE INSTALLED BY DRYWALL
SUBCONTRACTOR ON SHOWER SEAT & WALL
3/4" = 1'-0"
GLASS ENCLOSURE
2x4 SEAT FRAMING
@ 12" o.c.
SHOWER PAN
2x4 FRAME WALL
CERAMIC TILEWATERPROOF
MEMBRANE
12" TILE BACKERBOARD
- NO OSB ON SEAT
OR WALL FRAMING
LINE OF TUB
VARIES
SEE PLAN
SECTION - SHOWER SEAT / TUB
SCALE:2'-0"2x4 FRAME WALL HT.1'-512"HT. @ BACK OF SEAT1'-514"HT. @ FRNT OF SEAT2x4 FRAMING
@ 12" o.c.
- SLOPE FRAMING
14" MIN.
NOTE:
12" TILE BACKER BOARD TO BE INSTALLED BY DRYWALL
SUBCONTRACTOR ON SHOWER SEAT & WALL
3/4" = 1'-0"1'-714"PLATFORM HT.12" TILE BACKER
BOARD
CERAMIC TILE
VARIES
SEE PLAN
2x4 PLATFORM
FRAMING
2x4 SEAT FRAMING
@ 12" o.c.
SHOWER PAN
SHOWER SEAT / PLATFORM TUB
SECTION -
SCALE:3/4" = 1'-0"1'-512"HT. @ BACK OF SEAT1'-514"HT. @ FRNT OF SEATWATERPROOF
MEMBRANE
GLASS ENCLOSURE
NOTE:
12" TILE BACKER BOARD TO BE INSTALLED BY DRYWALLSUBCONTRACTOR ON SHOWER SEAT & WALL
12" TILE BACKERBOARD
- NO OSB ON SEAT
OR WALL FRAMING
2x4 FRAMING
@ 12" o.c.
- SLOPE FRAMING
14" MIN.
1'-9"
3'-6"4"1'-31316"4"42x34 SHOWER FRAMING
DTL - STERLING 'ENSEMBLE'10"2'-1114"2'-2"3'-412"
SCALE:1/2" = 1'-0"
ACCORDING TO EXTERIOR WALL FRAMING
ADDITIONAL WALL STUDS WILL VARY
FRAMER's NOTE!
2'-0"
4'-0"4"1'-31316"4"48x34 SHOWER FRAMING
DTL - STERLING 'ENSEMBLE'10"2'-1114"2'-2"3'-1012"
SCALE:1/2" = 1'-0"
ACCORDING TO EXTERIOR WALL FRAMING
ADDITIONAL WALL STUDS WILL VARY
FRAMER's NOTE!
2'-6"4"1'-31316"4"60x34 SHOWER FRAMING
DTL - STERLING 'ENSEMBLE'10"2'-1114"2'-2"4'-1012"
5'-0"
SCALE:1/2" = 1'-0"
ACCORDING TO EXTERIOR WALL FRAMINGADDITIONAL WALL STUDS WILL VARY
FRAMER's NOTE!
834"4"1'-514"4"60x36 OVAL BATH FRAMING
DTL - STERLING 'ENSEMBLE'912"3'-112"2'-114"5'-0"
SCALE:1/2" = 1'-0"
2'-6"
ADDITIONAL WALL STUDS WILL VARY ACCORDING TO EXTERIOR WALL FRAMING
FRAMER's NOTE!
6"6"312"2'-6"
5'-0"
1'-2"1'-2"
834"4"1'-814"4"60x42 OVAL BATH FRAMING
DTL - STERLING 'ENSEMBLE'1'-014"3'-712"2'-414"5'-0"
SCALE:1/2" = 1'-0"312"2'-6"
ADDITIONAL WALL STUDS WILL VARY ACCORDING TO EXTERIOR WALL FRAMING
FRAMER's NOTE!
6"6"
2'-6"
5'-0"
1'-2"1'-2"
BATH/SHOWER FRAMING
DTL - STERLING 'ENSEMBLE'
814"4"4"1'-258"SCALE:1'-878"2'-714"838"5'-0"
5'-0"
ACCORDING TO EXTERIOR WALL FRAMING
ADDITIONAL WALL STUDS WILL VARY
FRAMER's NOTE!
6"314"6"
SCALE:1/2" = 1'-0"
DTL - TRIPLE WDW SGL. 2x12 HDR
SCALE:3/8" = 1'-0"
J.S.
(1)
412"412"
ON INSIDE OF SGL. HDR.
SGL. 2x12 HEADER
J.S.
(1)
2x4 WALL FRAMING @ 16" o.c.
- TYPICAL
REFER TO SHEET A3
FOR WINDOW OPN'G SIZES
2x4 BLOCKING - 12"w.±
NOTE:
J.S.
(1)
J.S.
(1)
J.S.
(1)
J.S.
(1)
BOTTOM and MIDPOINT
2x4 BLOCKING @ TOP &
DTL - TRIPLE WDW SGL. 2x12 HDR
SCALE:
J.S.
(1)
3/8" = 1'-0"
BOTTOM and @ 24" o.c.
2x4 BLOCKING @ TOP &
7"7"
ON INSIDE OF SGL. HDR.
J.S.
(1)(1)
J.S.
SGL. 2x12 HEADER
J.S.
(1)(1)
J.S.J.S.
(1)
2x4 WALL FRAMING @ 16" o.c.
- TYPICAL
REFER TO SHEET A3
FOR WINDOW OPN'G SIZES
2x12 BLOCKING - 12"w.±
NOTE:
SGD w/ SIDING VENEER
SCALE:3/4" = 1'-0"
NO CRIPLE STUDS
ON FLANKER WINDOWS
NOTE:NOTE:
PROVIDE VENTED
SOFFIT
2'-0"CANT. FRAME DIM.2'-6"6"
41
4"
BAY HEADER (ABOVE)
1x6 TRIM
- RIP TO FIT
1x8 TRIM
1x12 TRIM
- RIP TO FIT
1x8 TRIM
- RIP TO FIT
REFER TO PLAN FOR NUMBER OF JACK STUDS
DETAIL - BAY WINDOW
SCALE:3/4" = 1'-0"
NO CRIPLE STUDS
ON FLANKER WINDOWS
NOTE:NOTE:
PROVIDE VENTED
SOFFIT
2'-0"CANT. FRAME DIM.2'-6"534"
41
4"
BAY HEADER (ABOVE)
1x6 TRIM
- RIP TO FIT
1x8 TRIM
1x12 TRIM
- RIP TO FIT
REFER TO PLAN FOR NUMBER OF JACK STUDS
PATIO DR w/ SIDING VENEER
DETAIL - BAY WINDOW
20
21
22
23
SCALE:
SHEATHING START POINT
PLAN DETAIL - FLOOR
1/4" = 1'-0"
1'-7316"
8'-0"
1'-7316"3'-1158"8'-0"
1'-7316"
8'-0"
1'-7316"1'-7316"1'-7316"3'-1158"1'-71516"1'-7316"
34"3'-1158"3'-318"3'-1158"FRAMING NOTE:
START SUBFLOOR
LAYOUT HERE
SCALE:
FLOOR JOISTS @ 19.2" o.c.
1" = 1'-0"
BASEMENT DUCT DROP
2x2 LADDER @ 24" o.c.
2x4 LADDER @ 24" o.c.
1/2" DRYWALL 1118"±TO T/ SLAB(MIN. 6'-4")WIDTH VARIES - REFER TO PLAN
SUPPLY AIR DUCT
RETURN AIR DUCT
DUCT LOCATION VARIES - REFER TO PLAN
DETAIL -6"DROPVARIES
- REFER TO PLAN
GARAGE DUCT DROP
- ALL SIDES
5/8" TYPE-X DRYWALL
@ 4'-0" o.c.
2x2 LADDER
1x8's
SCALE:
FLOOR JOISTS
1" = 1'-0"
DETAIL -
HEAT
DUCT 12"HOLD DUCT 1/2" BELOW SUBFLR.
DTL - DRAIN PIPE CUTOUT
SCALE:3/4" = 1'-0"
4'-0"
2x10 or 2x12 JOIST
2'-0"2'-0"
MAX. 412" Ø HOLE (±) FOR DRAIN PIPE
- MIN. 2" FROM TOP OR BOTTOM OF JOIST
ATTACH A 4'-0" LONG 2x10 or 2x12 GUSSET TO ONE FACE OF JOIST
- FASTEN w/ CONSTRUCTION ADHESIVE & (3) ROWS OF 10d NAILS
@ 6" o.c., STAGGERED2"1'-1"1'-1"
AREA ALLOWED FOR
DRILLING HOLE2"25
29
26
28
27
10
GLASS ENCLOSURE
CERAMIC
TILE FLOOR
TILED SHOWER FLOOR
SECTION -
SCALE:3/4" = 1'-0"412"CERAMIC TILE
WATERPROOF
MEMBRANE
12" TILE BACKERBOARD
NOTE:
3012"d. SHOWER w/ 312"w. x 412"h. CURB @ FRONT
w/ CERAMIC TILE FLOOR SLOPED TO DRAIN
312"
NOTE:
PROVIDE 2x10 BLOCKING ABOVE
SHOWER MUD PAN FOR BACKER BOARD
60x30 SHOWER FRAMING
DTL - STERLING 'ENSEMBLE'
812"4"4"1'-438"SCALE:1'-11"2'-714"812"5'-0"
ACCORDING TO EXTERIOR WALL FRAMING
ADDITIONAL WALL STUDS WILL VARY
FRAMER's NOTE!
1'-4"1'-4"
SCALE:1/2" = 1'-0"1'-178"1'-2"1'-2"
SCALE:3/4" = 1'-0"
NO CRIPLE STUDS
ON FLANKER WINDOWS
NOTE:NOTE:
PROVIDE VENTED
SOFFIT
2'-6"6"
41
4"
1x6 TRIM
- RIP TO FIT
1x8 TRIM
- RIP TO FIT
BAY HEADER (ABOVE)
2x6 PT BLOCK
1x6 TRIM
1x8 TRIM 2'-0"CANT. FRAME DIM.REFER TO PLAN FOR NUMBER OF JACK STUDS
SGD w/ BRICK VENEER
DETAIL - BAY WINDOW
SCALE:3/4" = 1'-0"
NO CRIPLE STUDS ON FLANKER WINDOWS
NOTE:NOTE:
PROVIDE VENTEDSOFFIT
2'-0"CANT. FRAME DIM.2'-6"534"
41
4"
REFER TO PLAN FOR NUMBER OF JACK STUDS
BAY HEADER (ABOVE)
1x6 TRIM
- RIP TO FIT
2x6 PT BLOCK
1x6 TRIM
1x8 TRIM
PATIO DR w/ BRICK VENEERDETAIL - BAY WINDOW
2x4 KING STUDS ON EITHER
SIDE OF JACK STUDS
2x6 JACK STUDS
- REFER TO PLANS FOR NUMBER
BEAM ABOVE TO REST ON FULL
DEPTH OF JACK STUD
- REFER TO PLANS FOR SIZE
NOTE: DRYWALL / SHEATHING NOT SHOWN
IN 2x4 FRAME WALL
SCALE:3" = 1'-0"
DETAIL - 2x6 JACK STUDS
NOTE:
ALL FRAMING MEMBERS TO
BE NAILED TOGETHER
SCALE:
NOTE:
SEAL ALL JOINTS PRIOR TO INSULATING
DROP CEILING w/ RAIN HEAD
3/4" = 1'-0"
SECT - LUXURY SHOWER
CERAMIC TILE
12" TILE BACKERBOARD 6"STRUCTURAL SHEATHING
ON UNDERSIDE OF TRUSS
R-13 UNFACED BATT
INSULATION
BLOWN-IN INSULATION
VARIES
SEE PLANS 4"MAXKEEP SUPPLY LINE
AS LOW AS POSSIBLE
PRE-ENGINEERED ROOF
TRUSS @ 24" O.C.
30
- REFER TO PLAN FOR SIZE
STEEL BEAM HEADER
3/4" = 1'-0"SCALE:
BLOCKING @ GARAGE DOOR
DETAIL - STEEL BEAM HEADER
2x BLK'G
2x6's
1x TRIM
GARAGE DOOROPENING112"- REFER TO ELEVATION FOR SIZE
1x TRIM
HORIZONTAL SIDING, TYP.
METAL FLASHING
FROM GARAGE INTO HOME
SCALE:3/4" = 1'-0"
1114"
1114"
PT 2x12 STAIR TREADS
PT 2x MATERIAL RIPPED
TO FIT
- VARIES PER RISER HT.
PT 2x BLOCKING
- VARIES PER RISER HT.
PT 1x MATERIAL RIPPED
TO FIT
DETAIL - STEP @ DOOR
3/4" = 1'-0"
FROM GARAGE INTO HOME
SCALE:
DTL - RECESSED DOOR STEP
1012"
1114"
2x12 STAIR TREADS
2x MATERIAL RIPPED
TO FIT
- VARIES PER RISER HT.
2x BLOCKING
- VARIES PER RISER HT.
1x MATERIAL RIPPED
TO FIT
NOTE: CLOSE SIDES OF RECESS
@ I-JOISTS w/ RIM BOARD WILLIAM L. KAUFH O L Z
ARCHITECTOVERBROOK FARMSREASON FOR PLOT:PLOT DATE:Job No.
Sheet No.INHOMESITE NO.OFFICE REVIEW:MASTER BY:DATE:CDATE:3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO:DATE:PERMIT:SIGN-OFF:CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:2/25/2021 10:56 AM#OBF011000000VIJAYALAKSHMI CUTTAMANCHI3965 BEAR CREEK WAYCLAY46-430-CLAY FRENCH MANOR WITH BRICKCARMEL, IN10005/2017JP------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:----KIRANKUMAR MANUBOLU SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLCD3.0
TRIM O.S.B. FLUSH
w/ FLOOR JOISTS14"1/4" ABOVE
TRIM TOP OF
STRINGER TO
SUBFLOOR
SECTION DETAIL -
STAIR FRAMING
2"
STAIR NOSING
SCALE:3/4" = 1'-0"2"051309
061410
0711
0812
SECT - SERVING COUNTER
SCALE:3/4" = 1'-0"3'-512"HALF WALL HEIGHTCOVE MOULD
- BOTH SIDES
914"
512"178"
NOTE
INSTALL OUTLETS &
SWITCHES HORIZONTAL
- w/ CERAMIC TILE
BACKSPLASH
2x6 FRAME WALL
- w/ DRYWALL FINISH
BASE CABINET
COUNTERTOP
PROVIDE 34" BLOCKS IF
HARDWOOD FLOORING IS
SELECTED
1x10 MDF TOP
or
COUNTERTOP
- REFER TO
SELECTIONS
178"
SCALE:3/4" = 1'-0"3'-512"HALF WALL HEIGHT312"2"
2x4 FRAME WALL
- w/ DRYWALL FINISH
BASE CABINET
COUNTERTOP
NOTE
INSTALL OUTLETS &
SWITCHES HORIZONTAL
w/ STD. SIZE OUTLET
COVER
- IN COUNTERTOP
BACKSPLASH
COUNTERTOP
w/ BACKSPLASH
COVE MOULD
- ONE SIDE
A
A 214"1"58"312"
T/ COUNTERTOP
CUT OUT
PROVIDE 34" BLOCKS IF
HARDWOOD FLOORING IS
SELECTED
VARIES
REFER
TO PLAN
SECT - DINING COUNTER
SCALE:3/4" = 1'-0"3'-512"HALF WALL HEIGHT512"2"
2x6 FRAME WALL
- w/ DRYWALL FINISH
BASE CABINET
COUNTERTOP
NOTE
INSTALL OUTLETS &
SWITCHES HORIZONTAL
w/ STD. SIZE OUTLET
COVER
- IN COUNTERTOP
BACKSPLASH
COUNTERTOP
w/ BACKSPLASH
COVE MOULD
- ONE SIDE
A
A 214"1"58"312"
T/ COUNTERTOP
CUT OUT
PROVIDE 34" BLOCKS IF
HARDWOOD FLOORING IS
SELECTED
VARIES
REFER
TO PLAN
SECT - DINING COUNTER
SCALE:3/4" = 1'-0"3'-512"HALF WALL HEIGHTCOVE MOULD
- BOTH SIDES
312"2"
NOTE
INSTALL OUTLETS &
SWITCHES HORIZONTAL
- w/ CERAMIC TILE
BACKSPLASH
2x4 FRAME WALL
- w/ DRYWALL FINISH
BASE CABINET
COUNTERTOP
COUNTERTOP
PROVIDE 34" BLOCKS IF
HARDWOOD FLOORING IS
SELECTED
VARIES
REFER
TO PLAN
SECT - DINING COUNTER
SCALE:3/4" = 1'-0"3'-512"HALF WALL HEIGHTCOVE MOULD
- BOTH SIDES
512"2"
NOTE
INSTALL OUTLETS &
SWITCHES HORIZONTAL
- w/ CERAMIC TILE
BACKSPLASH
2x6 FRAME WALL
- w/ DRYWALL FINISH
BASE CABINET
COUNTERTOP
COUNTERTOP
PROVIDE 34" BLOCKS IF
HARDWOOD FLOORING IS
SELECTED
VARIES
REFER
TO PLAN
SECT - DINING COUNTER
SECT - SERVING COUNTER
SCALE:3/4" = 1'-0"3'-512"HALF WALL HEIGHT1x8 MDF TOP
or
COUNTERTOP
- REFER TO
SELECTIONS
714"
312"178"
2x4 FRAME WALL
- w/ DRYWALL FINISH
BASE CABINET
NOTE
INSTALL OUTLETS &
SWITCHES HORIZONTAL
w/ STD. SIZE OUTLET
COVER
- IN COUNTERTOP
BACKSPLASH
COUNTERTOP
w/ BACKSPLASH
COVE MOULD
- ONE SIDE
A
A 214"1"58"312"
T/ COUNTERTOP
CUT OUT
PROVIDE 34" BLOCKS IFHARDWOOD FLOORING IS
SELECTED
178"
SECT - SERVING COUNTER
SCALE:3/4" = 1'-0"3'-512"HALF WALL HEIGHT1x10 MDF TOP
or
COUNTERTOP
- REFER TO
SELECTIONS
914"
512"178"
2x6 FRAME WALL
- w/ DRYWALL FINISH
BASE CABINET
NOTE
INSTALL OUTLETS &
SWITCHES HORIZONTAL
w/ STD. SIZE OUTLET
COVER
- IN COUNTERTOP
BACKSPLASH
COUNTERTOP
w/ BACKSPLASH
COVE MOULD
- ONE SIDE
A
A 214"1"58"312"
T/ COUNTERTOP
CUT OUT
PROVIDE 34" BLOCKS IFHARDWOOD FLOORING IS
SELECTED
178"
SECT - SERVING COUNTER
SCALE:3/4" = 1'-0"3'-512"HALF WALL HEIGHTCOVE MOULD
- BOTH SIDES
714"
312"178"
NOTE
INSTALL OUTLETS &
SWITCHES HORIZONTAL
- w/ CERAMIC TILE
BACKSPLASH
2x4 FRAME WALL
- w/ DRYWALL FINISH
BASE CABINET
COUNTERTOP
PROVIDE 34" BLOCKS IF
HARDWOOD FLOORING IS
SELECTED
1x8 MDF TOP
or
COUNTERTOP
- REFER TO
SELECTIONS
178"
1'-1012"
ROUGH OPN'G.
DETAIL - ACCESS PANEL2'-812"ROUGH OPN'G.512"1'-6"@ 24" o.c.
2x4 WALL STUDS
WALL COLOR
- PAINT TO MATCH
DBL. 2x6 HEADER
2 1/4" PANEL CASING
SCALE:2'-8"PANEL DIM.1/2" = 1'-0"
BASE MOULDING
- PAINT TO MATCH
- SCREW TO TRIM CASING
ATTIC ACCESS PANEL
WALL COLOR
@ EACH END
- w/ (1) 2x4 JACK STUD
15
DETAIL -
BLOCKING @ ATTIC TRUSS
SCALE:3/4" = 1'-0"
FIELD BUILT 2x4 WALL
- SET TO THE INSIDE OF
TRUSS SPACE
EXTERIOR SHEATHING
2x10 BLOCKING BETWEEN
TRUSS WEBS
TRUSS SPACE
SEE PLANS
VERTICAL CHORD OF
ROOF TRUSS
16
DETAIL - SHEATHING
@ GARAGE CANTILEVER
SCALE:3/4" = 1'-0"
DRYWALL CEILING
CANT. DIM.
VARIES
SEE PLANS
STEEL BEAM
- PROVIDE INSULATION
@ EACH END
PROVIDE STRUCTURAL
SHEATHING & SEAL ON
UNDERSIDE OF CANTILEVER
17
18
WINDOW OPENING
2x4 BLOCKING
- INSTALL BLK'G FLAT,
- ALIGN AS SHOWN
@ EACH SIDE
FLUSH w/ OUTSIDE
OF FRAME WALL
WINDOW HEADER
VARIESVARIESBTM/ WDW
R.O.
R.O.
R.O.
T/ WDW
℄ WDW
SHUTTER BLOCKING @ SIDING
SCALE:3/8" = 1'-0"
DETAIL -
WINDOW UNIT
CAST STONE
- INSTALL 3" DOWN FROM
SHUTTER BLOCK
- 13" x 2" x 2 3/8"d.
T/ WINDOW
NOTE:
ATTACH SHUTTERS TO
CULTURED STONE SHUTTER
BLOCKS w/ SCREWS
SUPPLIED w/ SHUTTERS
SHUTTER INSTALLED
OVER TOP OF
CULTURED STONE VENEER
VARIESVARIEST/ WINDOW
3" DOWN FROM
℄ WINDOW
BLOCKING @ CULTURED STONE
SCALE:3/8" = 1'-0"
DETAIL - SHUTTER
BTM/ WINDOW
3" UP FROM
- INSTALL @ CENTERLINE
OF WINDOW
- INSTALL 3" UP FROM
BTM/ WINDOW WILLIAM L. KAUFH O L Z
ARCHITECTOVERBROOK FARMSREASON FOR PLOT:PLOT DATE:Job No.
Sheet No.INHOMESITE NO.OFFICE REVIEW:MASTER BY:DATE:CDATE:3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO:DATE:PERMIT:SIGN-OFF:CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:2/25/2021 10:56 AM#OBF011000000VIJAYALAKSHMI CUTTAMANCHI3965 BEAR CREEK WAYCLAY46-430-CLAY FRENCH MANOR WITH BRICKCARMEL, IN10005/2017JP------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:----KIRANKUMAR MANUBOLU SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLCD3.1
02
18
1/2" DRYWALL
VARIES - REFER TO CEILING DTL.VARIES - REFER TO CEILING DTL.
7"
1x6 LADDER
1x8 CEDAR ROUGH TRIM 12"714"NOTE:
FRAMER TO PROVIDE BLOCKING IN CEILING
EVERY 24" BETWEEN TRUSSES FOR 1x BEAM
℄
- w/ 2x6 BLK'G @ 24" o.c.
1x6 CEDAR ROUGH TRIM 634"512"
- w/ 1/4" REVEAL
SECTION - CEDAR CEILING BEAM
SCALE:3" = 1'-0"
BI-PASS CLOSET DOOR TRIM
SCALE:3" = 1'-0"
DETAIL -
BI-PASS CLOSET DOORS
112"
BASE TRIM
- REFER TO SELECTIONS
FOR STYLE
112" SPACE FOR DOOR
NOTE: MUD TO FLOOR
PLAN VIEW
112"112"WILLIAM L. KAUFH O L Z
ARCHITECTOVERBROOK FARMSREASON FOR PLOT:PLOT DATE:Job No.
Sheet No.INHOMESITE NO.OFFICE REVIEW:MASTER BY:DATE:CDATE:3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO:DATE:PERMIT:SIGN-OFF:CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:2/25/2021 10:56 AM#OBF011000000VIJAYALAKSHMI CUTTAMANCHI3965 BEAR CREEK WAYCLAY46-430-CLAY FRENCH MANOR WITH BRICKCARMEL, IN10005/2017JP------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:----KIRANKUMAR MANUBOLU SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLCD4.0
DETAIL - BENCH and STORAGE BUILT-IN - 6'-0"± wide
SCALE:1/2" = 1'-0"6'-4"1'-414"3'-714"1'-3"112"1'-8"
34"
1'-4"3'-234"TO ℄ COAT HOOKS1x2 FACE TRIM OVER 3/4"
MDF FRAME
3/4" MDF DIVIDERS
BEADBOARD PANEL
1x8 TRIM
34"EQUAL 34"EQUAL EQUAL34"
634"
2x2 PLATFORM FOR MDF BOX
BASE SHOE MOULD
- w/ COAT HOOKS
- w/ COVE MOULD SURROUND
1x2 FACE TRIM OVER 3/4"
MDF FRAME
1x2 FACE TRIM w/ EASED CORNER
EQUAL
34"
EQUAL EQUAL
34"
3/4" MDF SEAT
3/4" MDF BACK & SIDE PANELS
3/4" MDF BACK & SIDE PANELS
- SECURE TO WALL STUDS,
ALL THREE SIDES
- SECURE TO WALL STUDS
ALL THREE SIDES
1'-214"
TO ℄
2x4 FLAT 2x4 FLAT IN SIDE FRAME WALL
- FASTEN UPPER & LOWER SIDE
PANELS TO FLAT w/ (2) 2" SCREWS
ATTACH DIVIDERS TO TOP &
BOTTOM PANELS w/ (4) 1-1/2"
SCREWS PER DIVIDER
- (2) AT TOP, (2) AT BOTTOM
34"1'-412"3'-0"714"1'-414"34"
EQ.EQ.
34"
REFER TO PLAN FOR FRAME DIMENSION
EQUAL34"
EQUAL
34"
EQ.EQ.EQ.634"
CROWN MOULD
OPEN STORAGE CUBBIES
SCALE:1/2" = 1'-0"
DETAIL - BENCH and STORAGE BUILT-IN - 3'-0"± wide6'-4"1'-414"3'-714"1'-3"112"1'-8"
34"
1'-4"3'-234"TO ℄ COAT HOOKS1x2 FACE TRIM OVER 3/4"
MDF FRAME
3/4" MDF DIVIDERS
BEADBOARD PANEL
1x8 TRIM
34"34"
634"
2x2 PLATFORM FOR MDF BOX
BASE SHOE MOULD
- w/ COAT HOOKS
- w/ COVE MOULD SURROUND
1x2 FACE TRIM OVER 3/4"
MDF FRAME
1x2 FACE TRIM w/ EASED CORNER
EQUAL
34"
EQUAL
3/4" MDF SEAT
3/4" MDF BACK & SIDE PANELS
3/4" MDF BACK & SIDE PANELS
- SECURE TO WALL STUDS,
ALL THREE SIDES
- SECURE TO WALL STUDS
ALL THREE SIDES
1'-214"
TO ℄
2x4 FLAT 2x4 FLAT IN SIDE FRAME WALL
- FASTEN UPPER & LOWER SIDE
PANELS TO FLAT w/ (2) 2" SCREWS
ATTACH DIVIDERS TO TOP &
BOTTOM PANELS w/ (4) 1-1/2"
SCREWS PER DIVIDER
- (2) AT TOP, (2) AT BOTTOM
34"1'-412"3'-0"714"1'-414"34"
34"
1'-512"1'-512"
1'-512"1'-512"
1178"1178"
3'-114"
6"6'-334"FULL HEIGHT
3/4" MDF PANEL
1'-314"
1'-8"
434"1'-312"5'-014"- FIELD VERIFY
DIMENIONS
CROWN MOULD
OPEN STORAGE CUBBIES
SCALE:1/2" = 1'-0"
DETAIL - BENCH and STORAGE BUILT-IN - 3'-0"± wide6'-4"1'-414"3'-714"1'-3"112"1'-8"
34"
1'-4"3'-234"TO ℄ COAT HOOKS1x2 FACE TRIM OVER 3/4"
MDF FRAME
3/4" MDF DIVIDERS
BEADBOARD PANEL
1x8 TRIM
34"34"
2x2 PLATFORM FOR MDF BOX
BASE SHOE MOULD
- w/ COAT HOOKS
- w/ COVE MOULD SURROUND
1x2 FACE TRIM OVER 3/4"
MDF FRAME
1x2 FACE TRIM w/ EASED CORNER
34"
3/4" MDF SEAT
3/4" MDF BACK & SIDE PANELS
3/4" MDF BACK & SIDE PANELS
- SECURE TO WALL STUDS,
ALL THREE SIDES
- SECURE TO WALL STUDS
ALL THREE SIDES
1'-214"
TO ℄
2x4 FLAT 2x4 FLAT IN SIDE FRAME WALL
- FASTEN UPPER & LOWER SIDE
PANELS TO FLAT w/ (2) 2" SCREWS
ATTACH DIVIDERS TO TOP &
BOTTOM PANELS w/ (4) 1-1/2"
SCREWS PER DIVIDER
- (2) AT TOP, (2) AT BOTTOM
34"1'-412"3'-0"714"1'-414"34"
34"
634"
1'-512"1'-512"
1'-512"1'-512"
1178"1178"
3'-114"
6"6'-334"FULL HEIGHT
3/4" MDF PANEL
1'-314"
1'-8"
434"1'-312"5'-014"- FIELD VERIFY
DIMENIONS
CROWN MOULD
OPEN STORAGE CUBBIES
SCALE:1/2" = 1'-0"
DETAIL - BENCH and STORAGE BUILT-IN - 3'-0"± wide6'-4"1'-414"3'-714"1'-3"112"1'-8"
34"
1'-4"3'-234"TO ℄ COAT HOOKS1x2 FACE TRIM OVER 3/4"
MDF FRAME
3/4" MDF DIVIDERS
BEADBOARD PANEL
1x8 TRIM
34"EQUAL 34"EQUAL
634"
2x2 PLATFORM FOR MDF BOX
BASE SHOE MOULD
- w/ COAT HOOKS
- w/ COVE MOULD SURROUND
1x2 FACE TRIM OVER 3/4"
MDF FRAME
1x2 FACE TRIM w/ EASED CORNER
EQUAL
34"
EQUAL
3/4" MDF SEAT
3/4" MDF BACK & SIDE PANELS
3/4" MDF BACK & SIDE PANELS
- SECURE TO WALL STUDS,
ALL THREE SIDES
- SECURE TO WALL STUDS
ALL THREE SIDES
1'-214"
TO ℄
2x4 FLAT 2x4 FLAT IN SIDE FRAME WALL
- FASTEN UPPER & LOWER SIDE
PANELS TO FLAT w/ (2) 2" SCREWS
ATTACH DIVIDERS TO TOP &
BOTTOM PANELS w/ (4) 1-1/2"
SCREWS PER DIVIDER
- (2) AT TOP, (2) AT BOTTOM
34"1'-412"3'-0"714"1'-414"34"
EQ.EQ.
34"
REFER TO PLAN
FOR FRAME DIMENSION
634"
CROWN MOULD
OPEN STORAGE CUBBIES
SCALE:1/2" = 1'-0"
DETAIL - BENCH and STORAGE BUILT-IN - 4'-6"± wide6'-4"1'-3"112"714"1'-414"1'-4"3'-234"TO ℄ COAT HOOKS3/4" MDF DIVIDERS
BEADBOARD PANEL
34"34"
634"
BASE SHOE MOULD
- w/ COAT HOOKS
MDF FRAME
1x2 FACE TRIM w/ EASED CORNER
34"
3/4" MDF BACK & SIDE PANELS
- SECURE TO WALL STUDS,
ALL THREE SIDES
ALL THREE SIDES
1'-214"
TO ℄
2x4 FLAT 2x4 FLAT IN SIDE FRAME WALL
- FASTEN UPPER & LOWER SIDE
PANELS TO FLAT w/ (2) 2" SCREWS
ATTACH DIVIDERS TO TOP &
BOTTOM PANELS w/ (4) 1-1/2"
SCREWS PER DIVIDER
34"
1'-512"1'-512"
1'-512"1'-512"
4'-712"FULL HEIGHT
3/4" MDF PANEL
1'-314"
1'-8"
434"5'-014"1'-512"
1'-512"
1012"1012"6"
- FIELD VERIFY
DIMENIONS
CROWN MOULD
1'-414"3'-714"1'-412"3'-0"1'-8"
34"
1x2 FACE TRIM OVER 3/4"
MDF FRAME
1x8 TRIM
34"34"
2x2 PLATFORM FOR MDF BOX
- w/ COVE MOULD SURROUND
1x2 FACE TRIM OVER 3/4"
34"
34"
3/4" MDF SEAT
3/4" MDF BACK & SIDE PANELS
- SECURE TO WALL STUDS
- (2) AT TOP, (2) AT BOTTOM
6'-334"1'-312"1012"1012"
OPEN STORAGE CUBBIES
SCALE:1/2" = 1'-0"
DETAIL - BENCH and STORAGE BUILT-IN - 4'-6"± wide6'-4"1'-414"3'-714"1'-3"112"1'-412"3'-0"714"1'-414"1'-8"
34"
1'-4"3'-234"TO ℄ COAT HOOKS1x2 FACE TRIM OVER 3/4"
MDF FRAME
3/4" MDF DIVIDERS
BEADBOARD PANEL
1x8 TRIM
34"34"34"34"
2x2 PLATFORM FOR MDF BOX
BASE SHOE MOULD
- w/ COAT HOOKS
- w/ COVE MOULD SURROUND
1x2 FACE TRIM OVER 3/4"
MDF FRAME
1x2 FACE TRIM w/ EASED CORNER
34"
34"
34"
3/4" MDF SEAT
634"
3/4" MDF BACK & SIDE PANELS
3/4" MDF BACK & SIDE PANELS
- SECURE TO WALL STUDS,
ALL THREE SIDES
- SECURE TO WALL STUDS
ALL THREE SIDES
1'-214"
TO ℄
2x4 FLAT 2x4 FLAT IN SIDE FRAME WALL
- FASTEN UPPER & LOWER SIDE
PANELS TO FLAT w/ (2) 2" SCREWS
ATTACH DIVIDERS TO TOP &
BOTTOM PANELS w/ (4) 1-1/2"
SCREWS PER DIVIDER
- (2) AT TOP, (2) AT BOTTOM
34"6'-334"FULL HEIGHT
3/4" MDF PANEL
1'-314"
1'-8"
434"1'-312"5'-014"1'-512"1'-512"
1'-512"1'-512"
4'-712"
1'-512"
1'-512"
1012"1012"1012"6"1012"
- FIELD VERIFY
DIMENIONS
CROWN MOULD
OPEN STORAGE CUBBIES
SCALE:1/2" = 1'-0"
DETAIL - BENCH and STORAGE BUILT-IN - 4'-6"± wide6'-4"1'-414"3'-714"1'-3"112"1'-412"3'-0"714"1'-414"1'-8"
34"
1'-4"3'-234"TO ℄ COAT HOOKS1x2 FACE TRIM OVER 3/4"
MDF FRAME
3/4" MDF DIVIDERS
BEADBOARD PANEL
1x8 TRIM
34"EQUAL 34"EQUAL 34"EQUAL34"
EQ.634"EQ.
2x2 PLATFORM FOR MDF BOX
BASE SHOE MOULD
- w/ COAT HOOKS
- w/ COVE MOULD SURROUND
1x2 FACE TRIM OVER 3/4"
MDF FRAME
1x2 FACE TRIM w/ EASED CORNER
EQUAL
34"
EQUAL 34"EQUAL
34"
3/4" MDF SEAT
634"
3/4" MDF BACK & SIDE PANELS
3/4" MDF BACK & SIDE PANELS
- SECURE TO WALL STUDS,
ALL THREE SIDES
- SECURE TO WALL STUDS
ALL THREE SIDES
1'-214"
TO ℄
2x4 FLAT 2x4 FLAT IN SIDE FRAME WALL
- FASTEN UPPER & LOWER SIDE
PANELS TO FLAT w/ (2) 2" SCREWS
ATTACH DIVIDERS TO TOP &
BOTTOM PANELS w/ (4) 1-1/2"
SCREWS PER DIVIDER
- (2) AT TOP, (2) AT BOTTOM
34"
REFER TO PLAN FOR FRAME DIMENSION
EQ.EQ.
CROWN MOULD
OPEN STORAGE CUBBIES
DETAIL - BENCH and STORAGE BUILT-IN - 6'-0"± wide
SCALE:1/2" = 1'-0"6'-4"1'-414"3'-714"1'-3"112"1'-8"
34"
1'-4"3'-234"TO ℄ COAT HOOKS1x2 FACE TRIM OVER 3/4"
MDF FRAME
3/4" MDF DIVIDERS
BEADBOARD PANEL
1x8 TRIM
34"34"34"
634"
2x2 PLATFORM FOR MDF BOX
BASE SHOE MOULD
- w/ COAT HOOKS
- w/ COVE MOULD SURROUND
1x2 FACE TRIM OVER 3/4"
MDF FRAME
1x2 FACE TRIM w/ EASED CORNER
34"34"
3/4" MDF SEAT
3/4" MDF BACK & SIDE PANELS
3/4" MDF BACK & SIDE PANELS
- SECURE TO WALL STUDS,
ALL THREE SIDES
- SECURE TO WALL STUDS
ALL THREE SIDES
1'-214"
TO ℄
2x4 FLAT 2x4 FLAT IN SIDE FRAME WALL
- FASTEN UPPER & LOWER SIDE
PANELS TO FLAT w/ (2) 2" SCREWS
ATTACH DIVIDERS TO TOP &
BOTTOM PANELS w/ (4) 1-1/2"
SCREWS PER DIVIDER
- (2) AT TOP, (2) AT BOTTOM
34"1'-412"3'-0"714"1'-414"34"
34"
34"
34"
1'-512"1'-512"
1'-512"1'-512"
6'-134"6'-334"FULL HEIGHT
3/4" MDF PANEL
1'-314"
1'-8"
434"1'-312"5'-014"1'-512"1'-512"
1'-512"1'-512"
12"6"12"12"12"12"
- FIELD VERIFY
DIMENIONS
CROWN MOULD
OPEN STORAGE CUBBIES
DETAIL - BENCH and STORAGE BUILT-IN - 6'-0"± wide
SCALE:1/2" = 1'-0"6'-4"1'-414"3'-714"1'-3"112"1'-8"
34"
1'-4"3'-234"TO ℄ COAT HOOKS1x2 FACE TRIM OVER 3/4"
MDF FRAME
3/4" MDF DIVIDERS
BEADBOARD PANEL
1x8 TRIM
34"34"34"
2x2 PLATFORM FOR MDF BOX
BASE SHOE MOULD
- w/ COAT HOOKS
- w/ COVE MOULD SURROUND
1x2 FACE TRIM OVER 3/4"
MDF FRAME
1x2 FACE TRIM w/ EASED CORNER
34"34"
3/4" MDF SEAT
3/4" MDF BACK & SIDE PANELS
3/4" MDF BACK & SIDE PANELS
- SECURE TO WALL STUDS,
ALL THREE SIDES
- SECURE TO WALL STUDS
ALL THREE SIDES
1'-214"
TO ℄
2x4 FLAT 2x4 FLAT IN SIDE FRAME WALL
- FASTEN UPPER & LOWER SIDE
PANELS TO FLAT w/ (2) 2" SCREWS
ATTACH DIVIDERS TO TOP &
BOTTOM PANELS w/ (4) 1-1/2"
SCREWS PER DIVIDER
- (2) AT TOP, (2) AT BOTTOM
34"1'-412"3'-0"714"1'-414"34"
34"
34"
34"
634"6'-334"FULL HEIGHT
3/4" MDF PANEL
1'-314"
1'-8"
434"1'-312"5'-014"1'-512"1'-512"
1'-512"1'-512"
6'-134"
1'-512"1'-512"
1'-512"1'-512"
12"6"12"12"12"12"
- FIELD VERIFY
DIMENIONS
CROWN MOULD
OPEN STORAGE CUBBIES
03c 02c
03b
01a
01b
01c
03a 02a
02b WILLIAM L. KAUFH O L Z
ARCHITECTOVERBROOK FARMSREASON FOR PLOT:PLOT DATE:Job No.
Sheet No.INHOMESITE NO.OFFICE REVIEW:MASTER BY:DATE:CDATE:3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO:DATE:PERMIT:SIGN-OFF:CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:2/25/2021 10:57 AM#OBF011000000VIJAYALAKSHMI CUTTAMANCHI3965 BEAR CREEK WAYCLAY46-430-CLAY FRENCH MANOR WITH BRICKCARMEL, IN10005/2017JP------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:----KIRANKUMAR MANUBOLU SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLCD4.1
SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"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
SCALE: 3/4" = 1'-0"
12"12"
312"
12"12"
312"
07
D4.3
812"± DRYWALL
FINISH DIM.
812"± DRYWALL
FINISH DIM.
09
D4.3
08
D4.3
07
D4.3
09
D4.3
08
D4.3
214" COLONIAL CASING
- SURFACE MOUNT
- PAINT TRIM COLOR
DRYWALL JAMB & HEAD RETURN
- PAINT TRIM COLOR
1x4 MDF SILL
- 3" EXTENSION (SIDE)
- PAINT TRIM COLOR
14" REVEAL
214" COLONIAL SILL/SKIRT CASING
- 12" ANGLE CUT (13°)
- SURFACE MOUNT
- PAINT TRIM COLOR
07
D4.3
07
D4.3
DRYWALL JAMB & HEAD RETURN
- PAINT TRIM COLOR
214" COLONIAL CASING
- SURFACE MOUNT
- PAINT TRIM COLOR
SCALE: 3/4" = 1'-0"
INTERIOR TRIM WINDOW PACKAGE 101 - DRYWALL SURROUND
01
D4.3
03
D4.3
02
D4.3
04
D4.3
06
D4.3
05
D4.3
DRYWALL WINDOW SURROUND
512"± DRYWALL
FINISH DIM.
512"± DRYWALL
FINISH DIM.
512"± DRYWALL
FINISH DIM.
512"± DRYWALL
FINISH DIM.
214" COLONIAL SILL/SKIRT CASING
- 12" ANGLE CUT (13°)
- SURFACE MOUNT
- PAINT TRIM COLOR
1x4 MDF SILL
- 1" EXTENSION (SIDE)
- PAINT TRIM COLOR
DRYWALL JAMB & HEAD RETURN
12"12"
1"
NOTE:
WITH 2x6 WALL FRAMING, CHANGE SILL TO 1x6 MDF
07
D4.3
09
D4.3
08
D4.3
12"12"
3"
512"± DRYWALL
FINISH DIM.
512"± DRYWALL
FINISH DIM.
1x4 MDF SILL
- 3" EXTENSION (SIDE)
- PAINT TRIM COLOR
214" COLONIAL CASING
- SURFACE MOUNT
- PAINT TRIM COLOR
14" REVEAL
DRYWALL JAMB & HEAD RETURN
- PAINT TRIM COLOR
214" COLONIAL SILL/SKIRT CASING
- 12" ANGLE CUT (13°)
- SURFACE MOUNT
- PAINT TRIM COLOR
DRYWALL BETWEEN WINDOWS
- PAINT TRIM COLOR
07
D4.3
09
D4.3
08
D4.3
12"12"
3"
512"± DRYWALL
FINISH DIM.
512"± DRYWALL
FINISH DIM.
1x4 MDF SILL
- 3" EXTENSION (SIDE)
- PAINT TRIM COLOR
214" COLONIAL CASING
- SURFACE MOUNT
- PAINT TRIM COLOR
14" REVEAL
DRYWALL JAMB & HEAD RETURN
- PAINT TRIM COLOR
214" COLONIAL SILL/SKIRT CASING
- 12" ANGLE CUT (13°)
- SURFACE MOUNT
- PAINT TRIM COLOR
DRYWALL BETWEEN WINDOWS
- PAINT TRIM COLOR
INTERIOR TRIM WINDOW PACKAGE 303 - MDF SILL w/ SKIRT CASING / FRAME CASING
12"12"
3"
12"12"
1"
12"12"
1"
812"± DRYWALL
FINISH DIM.
812"± DRYWALL
FINISH DIM.
1x4 MDF SILL
- 3" EXTENSION (SIDE)
- PAINT TRIM COLOR
214" COLONIAL SILL/SKIRT CASING
- 12" ANGLE CUT (13°)
- SURFACE MOUNT
- PAINT TRIM COLOR
INTERIOR TRIM WINDOW PACKAGE 202 - MDF SILL w/ SKIRT CASING
DRYWALL WINDOW SURROUND
DRYWALL JAMB & HEAD RETURN
812"± DRYWALL
FINISH DIM.
812"± DRYWALL
FINISH DIM.
DRYWALL WINDOW SURROUND
DRYWALL WINDOW SURROUND
04
D4.3
05
D4.3
02
D4.3
01
D4.3
D4.3
03
D4.3
03
12"12"
1"
D4.3
03
02
D4.3
D4.3
03
8"± DRYWALL
FINISH DIM.
8"± DRYWALL
FINISH DIM.
8"± DRYWALL
FINISH DIM.
02
D4.3
D4.3
06
NOTE:
NO SILL/SKIRT CASING ON TRIPLE 2020P WINDOWS
NOTE:
NO SILL/SKIRT CASING ON TRIPLE 2020P WINDOWS
04
D4.3
04
D4.3
01
D4.3
01
D4.3
05
D4.3
D4.3
06 WILLIAM L. KAUFH O L Z
ARCHITECTOVERBROOK FARMSREASON FOR PLOT:PLOT DATE:Job No.
Sheet No.INHOMESITE NO.OFFICE REVIEW:MASTER BY:DATE:CDATE:3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO:DATE:PERMIT:SIGN-OFF:CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:2/25/2021 10:57 AM#OBF011000000VIJAYALAKSHMI CUTTAMANCHI3965 BEAR CREEK WAYCLAY46-430-CLAY FRENCH MANOR WITH BRICKCARMEL, IN10005/2017JP------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:----KIRANKUMAR MANUBOLU SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLCD4.2
114"114"
SCALE:
WINDOW SILL TRIM DETAIL09
INTERIOR TRIM WINDOW PACKAGE 3
SCALE:
WINDOW SILL TRIM DETAIL06
INTERIOR TRIM WINDOW PACKAGE 2
SCALE:
WINDOW SILL TRIM DETAIL03
INTERIOR TRIM WINDOW PACKAGE 1
SCALE:
WINDOW JAMB TRIM DETAIL08
INTERIOR TRIM WINDOW PACKAGE 3
SCALE:
WINDOW JAMB TRIM DETAIL05
INTERIOR TRIM WINDOW PACKAGE 2
SCALE:
WINDOW JAMB TRIM DETAIL02
INTERIOR TRIM WINDOW PACKAGE 1
SCALE:
WINDOW HEAD TRIM DETAIL07
INTERIOR TRIM WINDOW PACKAGE 3
SCALE:
WINDOW HEAD TRIM DETAIL04
INTERIOR TRIM WINDOW PACKAGE 2
SCALE:
WINDOW HEAD TRIM DETAIL01
INTERIOR TRIM WINDOW PACKAGE 1
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
DRYWALL RETURN
DRYWALL RETURN14"3"14"1"DRYWALL RETURN
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"
214" COLONIAL CASING
- SURFACE MOUNT
- PAINT TRIM COLOR
214" COLONIAL CASING
- SURFACE MOUNT
- PAINT TRIM COLOR
NOTE: 1x6 MDF SILL w/
2x6 FRAME WALL
- REFER TO FLOOR
PLANS FOR LOCATION
LINE OF 214" COLONIAL SILL/SKIRT
CASING BELOW
NOTE: 1x6 MDF SILL w/
2x6 FRAME WALL
- REFER TO FLOOR
PLANS FOR LOCATION
LINE OF 214" COLONIAL SILL/SKIRT
CASING BELOW
214" COLONIAL CASING
- SURFACE MOUNT
- PAINT TRIM COLOR
NOTE: 1x6 MDF SILL w/
2x6 FRAME WALL
- REFER TO FLOOR
PLANS FOR LOCATION
214" COLONIAL SILL/SKIRT CASING
- 12" ANGLE CUT (13°)
- SURFACE MOUNT
- PAINT TRIM COLOR
NOTE: 1x6 MDF SILL w/
2x6 FRAME WALL
- REFER TO FLOOR
PLANS FOR LOCATION
214" COLONIAL SILL/SKIRT CASING
- 12" ANGLE CUT (13°)
- SURFACE MOUNT
- PAINT TRIM COLOR WILLIAM L. KAUFH O L Z
ARCHITECTOVERBROOK FARMSREASON FOR PLOT:PLOT DATE:Job No.
Sheet No.INHOMESITE NO.OFFICE REVIEW:MASTER BY:DATE:CDATE:3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO:DATE:PERMIT:SIGN-OFF:CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:2/25/2021 10:57 AM#OBF011000000VIJAYALAKSHMI CUTTAMANCHI3965 BEAR CREEK WAYCLAY46-430-CLAY FRENCH MANOR WITH BRICKCARMEL, IN10005/2017JP------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:----KIRANKUMAR MANUBOLU SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLCD4.3
SCALE:3/4" = 1'-0"
PLAN DTL - 3'-0"w. LANDING w/ STEPS TO GRADE @ HORIZONTAL SIDING
3'-0"10"10"10"3'-0"1'-0"4'-0"24" Ø FROST FOOTING
12" Ø CARRIAGE BOLTS
2x2 PICKETS @ 5" o.c.
JOIST HANGER
2x6 P.T. LEDGER
- HOLD T/ LEDGER 4"
BELOW DOOR THRESHOLD
2x6 P.T. DECK JOIST
- @ 16" o.c.
5/4 x 6 P.T. DECKING
2x2 PICKETS @ 5" o.c.
4x4 P.T. POST
- 36" BELOW GRADE
12" Ø CARRIAGE BOLTS
- 16" o.c. STAGGERED
2x BAND BOARD
- SIZE VARIES
2x12 P.T. TREADS & STRINGERS
- MAX. 814" RISE (MIDWEST)
- MAX. 734" RISE (ATLANTA)
- FIELD VERIFY NUMBER OF TREADS
2x4 BLK'G. SET 1" BACK FROM NOSING
- TO PREVENT PASSAGE OF 4" Ø SPHERE
- SHOWN BELOW
01
6'-0"10"10"10"3'-0"1'-0"4'-0"SCALE:3/4" = 1'-0"
PLAN DTL - 6'-0"w. LANDING w/ STEPS TO GRADE @ HORIZONTAL SIDING
JOIST HANGER
2x6 P.T. LEDGER
- HOLD T/ LEDGER 4"
BELOW DOOR THRESHOLD
2x6 P.T. DECK JOIST
- @ 16" o.c.
5/4 x 6 P.T. DECKING
2x2 PICKETS @ 5" o.c.
4x4 P.T. POST
- 36" BELOW GRADE
12" Ø CARRIAGE BOLTS
- 16" o.c. STAGGERED
2x BAND BOARD
- SIZE VARIES
24" Ø FROST FOOTING
12" Ø CARRIAGE BOLTS
2x2 PICKETS @ 5" o.c.
2x12 P.T. TREADS & STRINGERS
- MAX. 814" RISE (MIDWEST)
- MAX. 734" RISE (ATLANTA)
- FIELD VERIFY NUMBER OF TREADS
2x4 BLK'G. SET 1" BACK FROM NOSING
- TO PREVENT PASSAGE OF 4" Ø SPHERE
- SHOWN BELOW
02
SCALE:3/4" = 1'-0"
PLAN DTL - 3'-0"w. LANDING w/ STEPS TO GRADE @ BRICK VENEER
3'-0"10"10"10"3'-0"1'-0"4'-0"12" Ø CARRIAGE BOLTS
2x2 PICKETS @ 5" o.c.
JOIST HANGER
2x6 P.T. LEDGER
- HOLD T/ LEDGER 4"
BELOW DOOR THRESHOLD
2x6 P.T. DECK JOIST
- @ 16" o.c.
5/4 x 6 P.T. DECKING
2x2 PICKETS @ 5" o.c.
4x4 P.T. POST
- 36" BELOW GRADE
2x12 P.T. TREADS & STRINGERS
- MAX. 814" RISE (MIDWEST)
- MAX. 734" RISE (ATLANTA)
- FIELD VERIFY NUMBER OF TREADS
2x4 BLK'G. SET 1" BACK FROM NOSING
- TO PREVENT PASSAGE OF 4" Ø SPHERE
- SHOWN BELOW
3"2'-6"
BRICK BRACKET
- INSTALL PER MANUFACTURER'S
INSTRUCTIONS
2x BAND BOARD
- SIZE VARIES
3"
24" Ø FROST FOOTING
03
07
D5.0
06
D5.0
07
D5.0
06
D5.0
6'-0"10"10"10"3'-0"1'-0"4'-0"SCALE:3/4" = 1'-0"
PLAN DTL - 6'-0"w. LANDING w/ STEPS TO GRADE @ BRICK VENEER
JOIST HANGER
2x6 P.T. LEDGER
- HOLD T/ LEDGER 4"
BELOW DOOR THRESHOLD
2x6 P.T. DECK JOIST
- @ 16" o.c.
5/4 x 6 P.T. DECKING
2x2 PICKETS @ 5" o.c.
4x4 P.T. POST
- 36" BELOW GRADE
BRICK BRACKET
- INSTALL PER MANUFACTURER'S
INSTRUCTIONS
2x BAND BOARD
- SIZE VARIES
12" Ø CARRIAGE BOLTS
2x2 PICKETS @ 5" o.c.
2x12 P.T. TREADS & STRINGERS
- MAX. 814" RISE (MIDWEST)
- MAX. 734" RISE (ATLANTA)
- FIELD VERIFY NUMBER OF TREADS
2x4 BLK'G. SET 1" BACK FROM NOSING
- TO PREVENT PASSAGE OF 4" Ø SPHERE
- SHOWN BELOW
7"2'-5"7"2'-5"
24" Ø FROST FOOTING
04
050607 SCALE:3/4" = 1'-0"
ELEV. - LANDING w/ STEPS TO GRADE3'-0"12" Ø CARRIAGE BOLTS
2x2 PICKETS @ 5" o.c.
2x12 P.T. TREADS & STRINGERS
- MAX. 814" RISE (MIDWEST)
- MAX. 734" RISE (ATLANTA)
- FIELD VERIFY NUMBER OF TREADS214"2x6 P.T. TOP RAIL
- HOLD PICKETS DOWN
214" FROM TOP
2x4 BLK'G. SET 1" BACK FROM NOSING
- TO PREVENT PASSAGE OF 4" Ø SPHERE
12" HANDGRIP GROOVE
- SEE DTL. 08/D5.0
3'-0"SCALE:1" = 1'-0"
BRICK VENEER
CAST-IN-PLACE CONCRETE
FOUNDATION WALL
STRUCTURAL SHEATHING
1x TRIM BOARD
12" Ø CARRIAGE BOLTS
- 16" o.c. STAGGERED
GALV. DECK FLASHING
JOIST HANGER
5/4 x 6 P.T. DECKING
2x6 P.T. DECK JOIST
2x6 P.T. LEDGER
- HOLD T/ LEDGER 4"
BELOW DOOR THRESHOLD
- RIP TO FIT
2x BAND BOARD
- SIZE VARIES 2"2"CAULK
- SMOOTH OUT w/APPLICATOR
SECTION DETAIL - LEDGER BOARD
@ BRICK VENEER4"BRICK BRACKET
- INSTALL PER MANUFACTURER'S
INSTRUCTIONS
SCALE:1" = 1'-0"
HORIZONTAL SIDING
CAST-IN-PLACE CONCRETE
FOUNDATION WALL
STRUCTURAL SHEATHING
- EXTEND SHEATHING TO
12" BELOW T/FOUNDATION
1x TRIM BOARD
12" Ø CARRIAGE BOLTS
- 16" o.c. STAGGERED
GALV. DECK FLASHING
JOIST HANGER
5/4 x 6 P.T. DECKING
2x6 P.T. DECK JOIST
2x6 P.T. LEDGER
- HOLD T/ LEDGER 4"
BELOW DOOR THRESHOLD
- RIP TO FIT
2x BAND BOARD
- SIZE VARIES 2"2"CAULK
- SMOOTH OUT w/APPLICATOR
POLY FLASHING
SECTION DETAIL - LEDGER BOARD
@ HORIZONTAL SIDING4"08 SCALE:1 1/2" = 1'-0"
SECTION - HANDRAIL
12" HANDGRIP GROOVE
- BOTH SIDES 512"134"314"214"2x2 P.T. PICKET
@ 5" o.c.
- HOLD DOWN 214"
FROM T/ 2x6 TOP RAIL
2x6 P.T. TOP RAIL
6'-0"10"10"10"3'-0"1'-0"4'-0"SCALE:3/4" = 1'-0"
PLAN DTL - 6'-0"w. LANDING w/ STEPS TO GRADE @ BAY WINDOW
JOIST HANGER
2x6 P.T. RIM JOIST
- HOLD T/ JOIST 4"
BELOW DOOR THRESHOLD
2x6 P.T. DECK JOIST
- @ 16" o.c.
5/4 x 6 P.T. DECKING
2x2 PICKETS @ 5" o.c.
4x4 P.T. POST
- 36" BELOW GRADE
24" Ø FROST FOOTING
12" Ø CARRIAGE BOLTS
2x2 PICKETS @ 5" o.c.
2x12 P.T. TREADS & STRINGERS
- MAX. 814" RISE (MIDWEST)
- MAX. 734" RISE (ATLANTA)
- FIELD VERIFY NUMBER OF TREADS
2x4 BLK'G. SET 1" BACK FROM NOSING
- TO PREVENT PASSAGE OF 4" Ø SPHERE
- SHOWN BELOW4x4 P.T. POST
- 36" BELOW GRADE
24" Ø FROST FOOTING
12" Ø CARRIAGE BOLTS
09 WILLIAM L. KAUFH O L Z
ARCHITECTOVERBROOK FARMSREASON FOR PLOT:PLOT DATE:Job No.
Sheet No.INHOMESITE NO.OFFICE REVIEW:MASTER BY:DATE:CDATE:3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO:DATE:PERMIT:SIGN-OFF:CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:2/25/2021 10:57 AM#OBF011000000VIJAYALAKSHMI CUTTAMANCHI3965 BEAR CREEK WAYCLAY46-430-CLAY FRENCH MANOR WITH BRICKCARMEL, IN10005/2017JP------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:----KIRANKUMAR MANUBOLU SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLCD5.0
WILLIAM L. KAUFH O L Z
ARCHITECTXref ..\..\Constructs\Solved\Fireplace Details - solved.dwg
1x6 TRIM
- w/ (1) 2x4 & (1) 1x4
BACK-UP
4 14" CROWN MOULD
1x6 TRIM
- w/ (1) 2x4 & (1) 1x4
BACK-UP
4 14" CROWN MOULD
1x6 TRIM
- w/ (1) 2x4 & (1) 1x4
BACK-UP
4 14" CROWN MOULD
1x6 TRIM
- w/ (1) 2x4 & (1) 1x4
BACK-UP
4 14" CROWN MOULD
1x6 TRIM
- w/ (1) 2x4 & (1) 1x4
BACK-UP
4 14" CROWN MOULD
1x6 TRIM
- w/ (1) 2x4 & (1) 1x4
BACK-UP
4 14" CROWN MOULD
03h SCALE:
ELEVATION D - CULTURED STONE SURROUND 3'-1112"3'-4"1'-412"±1'-412"±
6'-1"±
NOTE:
5 14" BASE TRIM &
3 12" CASING ARE
DELETED w/ DRYSTACK
STONE OPTION
3'-4"8"8"
4'-8"
03g
03f
03e
03d
03c
03b
03a
CERAMIC TILE (4x8)
SURROUND
CERAMIC TILE (2x4)
SURROUND
SCALE:
SCALE:
ELEVATION D - 4x8 CERAMIC TILE SURROUND
SCALE:
'THIN' BRICK or 2x8 CERAMIC TILE SURROUND
SCALE:
SCALE:
ELEVATION D - 2x4 CERAMIC TILE SURROUND
CERAMIC TILE (8x8)
SURROUND
SCALE:
ELEVATION D - 8x8 CERAMIC TILE SURROUND
SCALE:1/2" = 1'-0"
1x10 MDF MANTEL
- RIP TO 8 12"w.
- w/ 1 14" BED MOULD EDGE
1x10 MDF MANTEL
- RIP TO 8 12"w.
- w/ 1 14" BED MOULD EDGE
1x10 MDF MANTEL
- RIP TO 8 12"w.
- w/ 1 14" BED MOULD EDGE
1x10 MDF MANTEL
- RIP TO 8 12"w.
- w/ 1 14" BED MOULD EDGE
1x10 MDF MANTEL
- RIP TO 8 12"w.
- w/ 1 14" BED MOULD EDGE
1x10 MDF MANTEL
- RIP TO 8 12"w.
- w/ 1 14" BED MOULD EDGE
4'-6"FINISH MANTEL HEIGHT612"1x6 TRIM
- w/ (1) 2x4 & (1) 1x4
BACK-UP
4 14" CROWN MOULD
1x10 MDF MANTEL
- RIP TO 8 12"w.
- w/ 1 14" BED MOULD EDGE
1x6 TRIM
- w/ (1) 2x4 & (1) 1x4
BACK-UP
4 14" CROWN MOULD
CERAMIC TILE
(RIVER PEBBLES)
SURROUND
RIVER PEBBLES CERAMIC TILE SURROUND
1x10 MDF MANTEL
- RIP TO 8 12"w.
- w/ 1 14" BED MOULD EDGE
ELEVATION D -
BRICK, 2x8, or 4x8 CERAMIC TILE SURROUNDS
OPTIONAL RUNNING
BOND PATTERN
OPTIONAL RUNNING BOND PATTERN FOR 'THIN'
L7X21 or L6x24 CERAMIC TILE SURROUND
ELEVATION D -
1/2" = 1'-0"
1/2" = 1'-0"1/2" = 1'-0"
1/2" = 1'-0"
1/2" = 1'-0"1/2" = 1'-0"
1/2" = 1'-0"
CERAMIC TILE (L7x21) or
(L6X24) SURROUND
- GROUT NOT REQUIRED
CULTURED STONE
SURROUND
HOLD STONE 34" OFF
T/ SUBFLOOR
- CAULK GAP w/ HARD SURFACE
FLOORING TO MATCH MORTAR
'THIN' BRICK or
2x8 CERAMIC TILE
SURROUND
3 14" CASING
5 14" BASE TRIM
4'-8"
8"8"3'-4"
7" FROM EDGE OF R.O.
TO EDGE OF TRIM
7" FROM EDGE OF R.O.
TO EDGE OF TRIM 4'-6"FINISH MANTEL HEIGHT2'-934"8"1'-014"634" FROM EDGE OF R.O.TO EDGE OF TRIM3 14" CASING
5 14" BASE TRIM
4'-8"
8"8"3'-4"
7" FROM EDGE OF R.O.
TO EDGE OF TRIM
7" FROM EDGE OF R.O.
TO EDGE OF TRIM 4'-6"FINISH MANTEL HEIGHT2'-934"8"1'-014"634" FROM EDGE OF R.O.TO EDGE OF TRIM3 14" CASING
5 14" BASE TRIM
4'-8"
8"8"3'-4"
7" FROM EDGE OF R.O.
TO EDGE OF TRIM
7" FROM EDGE OF R.O.
TO EDGE OF TRIM 4'-6"FINISH MANTEL HEIGHT2'-934"8"1'-014"634" FROM EDGE OF R.O.TO EDGE OF TRIM3 14" CASING
5 14" BASE TRIM
4'-8"
8"8"3'-4"
7" FROM EDGE OF R.O.
TO EDGE OF TRIM
7" FROM EDGE OF R.O.
TO EDGE OF TRIM 4'-6"FINISH MANTEL HEIGHT2'-934"8"1'-014"634" FROM EDGE OF R.O.TO EDGE OF TRIM3 14" CASING
5 14" BASE TRIM
4'-8"
8"8"3'-4"
7" FROM EDGE OF R.O.
TO EDGE OF TRIM
7" FROM EDGE OF R.O.
TO EDGE OF TRIM 4'-6"FINISH MANTEL HEIGHT2'-934"8"1'-014"634" FROM EDGE OF R.O.TO EDGE OF TRIM3 14" CASING
5 14" BASE TRIM
4'-8"
8"8"3'-4"
7" FROM EDGE OF R.O.
TO EDGE OF TRIM
7" FROM EDGE OF R.O.
TO EDGE OF TRIM 4'-6"FINISH MANTEL HEIGHT2'-934"8"1'-014"634" FROM EDGE OF R.O.TO EDGE OF TRIM3 14" CASING
5 14" BASE TRIM
4'-8"
8"8"3'-4"
7" FROM EDGE OF R.O.
TO EDGE OF TRIM
7" FROM EDGE OF R.O.
TO EDGE OF TRIM 4'-6"FINISH MANTEL HEIGHT2'-934"8"1'-014"634" FROM EDGE OF R.O.TO EDGE OF TRIMELEVATION D -
NOTE:
REFER TO DTL. 03g, ON
THIS SHEET IF THE
OPTIONAL RUNNING
PATTERN IS SELECTED
NOTE:
REFER TO DTL. 03g, ON
THIS SHEET IF THE
OPTIONAL RUNNING
PATTERN IS SELECTED 4'-5"FRAME MANTEL HEIGHT1'-6"2'-11"ROUGH OPENING12" DRYWALL
1x10 MDF MANTEL
- RIP TO 8 12"w.
- w/ 1 14" BED MOULD
EDGE
(1) 2x4 & (1) 1x4
5 14" BASE TRIM
2x4 FRAME WALL
DBL. 2x4 HEADER
4'-6"FINISH MANTEL HEIGHT1"3 14" CASING
1x6 TRIM
4 14" CROWN MOULD
812"
GAS DIRECT VENT FIREPLACE
- HEATILATOR NOVUS
# NDV4236I
- RO: 42"w. x 35"h.
3'-6"
ROUGH OPENING
NOTE:
REFER TO FLOOR PLAN
FOR INFO. REGARDING
HEARTH OPTION
LINE OF MANTEL ABOVE
COMBUSTION AIR
INTAKE IS PART OF
FLUE ASSEMBLY
4'-4"3
12"4'-0"31
2"
3 14" CASING
5 14" BASE TRIM
1x10 MDF MANTEL
- RIP TO 8 12"w.
- w/ 1 14" BED MOULD
EDGE
T
O S
WITCH - REFER TO
EL
EC
T
R
I
C
A
L/T
RIM PLAN FOR EXACT LO C A T I O N
NOTE:
SWITCH MUST BE LOCATED
MIN. 40" FROM CENTER OF
FIREPLACE OPENING
NOTE:
ELECTRICIAN TO PROVIDE
110v POWER SUPPLY TO
FIREPLACE
6'-2916"±812"4"±4"±FIREPLACE PLAN DETAIL - ELEVATION D
3/4" = 1'-0"SCALE:01
3/4" = 1'-0"SCALE:02
NOTE:
IF SELECTIONS HAVE THE OPTIONAL FLAT
HEARTHSTONES (AND NOT A RAISED HEARTH),
INCREASE THE ROUGH OPENING HEIGHT BY 112" TO
ACCOMODATE THE THICKNESS OF THE STONES.
FIREPLACE SECTION DETAIL - ELEVATION D
OVERBROOK FARMSREASON FOR PLOT:PLOT DATE:Job No.
Sheet No.INHOMESITE NO.OFFICE REVIEW:MASTER BY:DATE:CDATE:3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO:DATE:PERMIT:SIGN-OFF:CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:2/25/2021 10:57 AM#OBF011000000VIJAYALAKSHMI CUTTAMANCHI3965 BEAR CREEK WAYCLAY46-430-CLAY FRENCH MANOR WITH BRICKCARMEL, IN10005/2017JP------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:----KIRANKUMAR MANUBOLU SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLCFP1
01020304 WALL SECTION - BRICK
SCALE:3/4" = 1'-0"
14"
O.H.312"7'-812" OR 8'-812"UNBRACED WALL HEIGHT112"8'-0" OR 9'-0"(REFER TO FOUNDATION PLANS)T/ FOOTING
T/ SLAB
T/ FDN. WALL
6 MIL POLY VAPOR
BARRIER
FINISH GRADE - VARIES
- SEE EXTERIORS, SHEET # A1.0
- HOLD DOWN MIN. 8 1/2"
FROM TOP OF WALL
8" THICK CAST-IN-PLACE
CONCRETE FOUNDATION WALL
FOUNDATION PLAN
- UNLESS NOTED OTHERWISE ON
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.
312" THICK CONCRETE
SLAB
- ON MIN. 4" GRAVEL BASE
03
WS-B2812"MIN.NOTE:
8'-0"h. FOUNDATION WALLS
- 8"thk. WALLS
- PROVIDE #4 REBARS SPACED
VERTICALLY @ 21" 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
ENGINEERED DESIGN PER
ACI 332-14, REQUIREMENTS
FOR RESIDENTIAL
CONCRETE CONSTRUCTION
NOTE:
BASEMENT INSULATION NOT
SHOWN
- TYPE AND DEPTH VARIES
PER PLAN
- SEE NOTES ON FOUNDATION
PLAN FOR SPECIFIC INFO
8"10"REFER TO FLAGGED NOTE FOR NUMBER & SPACING OF HORIZONTAL REBARS612" DEPTH BRICK CURB
w/ NO RE-INFORCING
NOTE:
FOUNDATION WALLS
DESIGNED BASED ON AN
EQUIVALENT FLUID
PRESSURE OF 60 P.C.F.
(ACTIVE)
5/4 NAILERS
@ 24" O.C. HORIZONTAL
BRICK WEEPHOLES
22" O.C. VERT. (7 BRICK COURSES)
16" O.C. HORIZONTAL
- w/ METAL WALL TIES @
BRICK VENEER
2x3 BLOCKS @ 24" O.C.
1x2 NAILERS
- 2" WIDE RIPPERS
8'-1" OR 9'-1"- SEE FLOOR PLANSPRE-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
1st FLR. SUBFLR.
2nd FLR. SUBFLR.
- CONTINUOUS ALONG
R-15HD BATT INSULATION
BAND BOARDS
FLASHING
DBL. 2x4 TOP PLATE
2x2 NAILER
DBL. 2x4 TOP PLATE
1x GUTTER BOARD
- w/ ALUMINUM GUTTER
(STRUCTURAL & WATER REPELLENT)
STRUCTURAL SHEATHING
(STRUCTURAL & WATER REPELLENT)
STRUCTURAL SHEATHING
- w/ R-15HD KRAFT FACED
2x4 FRAME WALL
BATT INSULATION
- w/ R-15HD KRAFT FACED
2x4 FRAME WALL
BATT INSULATION
- IN EA. TRUSS SPACE
R-15HD BATT INSULATION
- CONTINUOUS ALONG
BAND BOARDS
T/ 2nd FLR. DBL. TOP ⅊
12" DRYWALL
12" DRYWALL
T/ 1st FLR. DBL. TOP ⅊
12" DRYWALL
12" DRYWALL
VENTED SOFFIT 01
WS-B2
02
WS-B2
158" BARGE MOULD
- ONLY AS NOTED ON SHEET A1.0
APPROXIMATE 78" 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
R-49 BLOWN-IN INSULATION
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
312"
1'-0" O.H.
(UNLESS
OTHERWISE
NOTED
ON PLANS)1"MIN.
12" x 912" HARDBOARD FRIEZE
- TRIM TO MATCH WINDOW
HEADER HEIGHTS
- EXTEND 312"
T&G O.S.B. SUBFLOOR
- GLUED, NAILED, AND SCREWED 8'-1"- REFER TO SHEET A1.0 FOR SIZE
T&G O.S.B. SUBFLOOR
- GLUED, NAILED, AND SCREWED
GRAVEL FILL
8"x18" CONCRETE FOOTING
(UNLESS NOTED OTHERWISE)
3" Ø DRAIN TILE
- THRU FOOTING @ 6'-0" O.C.
- PLACE @ BOTTOM OF FT'G.
4" Ø DRAIN TILE
w/ FILTER MEMBRANE
- w/ GRAVEL FILL
TOOLED JOINT KEY-WAY
IN FOOTING
2x4 PRESSURE-TREATED SILL PLATE
- REFER TO GENERAL NOTES FOR
ATTACHMENT TO FOUNDATION
- APPLY CONTINUOUS POLY SILL
SEALER TO SILL ⅊, TYP.
DRIP EDGE - GUTTER
- STYLE 'G' - 234" x 112"
- INSTALL DIRECTLY
TO OSB, BENEATH
UNDERLAYMENT
312"7'-812" OR 8'-812"UNBRACED WALL HEIGHT112"8'-0" OR 9'-0"(REFER TO FOUNDATION PLANS)T/ FOOTING
T/ SLAB
T/ FDN. WALL
6 MIL POLY VAPOR
BARRIER
8" THICK CAST-IN-PLACE
CONCRETE FOUNDATION WALL
FOUNDATION PLAN
- UNLESS NOTED OTHERWISE ON
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.
312" THICK CONCRETE
SLAB
- ON MIN. 4" GRAVEL BASE
NOTE:
BASEMENT INSULATION NOT
SHOWN
- TYPE AND DEPTH VARIES
PER PLAN
- SEE NOTES ON FOUNDATION
PLAN FOR SPECIFIC INFO
8"10"REFER TO FLAGGED NOTE FOR NUMBER & SPACING OF HORIZONTAL REBARSNOTE:
FOUNDATION WALLS
DESIGNED BASED ON AN
EQUIVALENT FLUID
PRESSURE OF 60 P.C.F.
(ACTIVE)
SCALE:
WALL SECTION - HIGH BRICK / FCB SIDING
3/4" = 1'-0"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-49 BLOWN-IN INSULATION
INSULATION BAFFLEMIN.
2nd FLR. SUBFLR.
2x2 NAILER
DBL. 2x4 TOP PLATE
1x GUTTER BOARD
- w/ ALUMINUM GUTTER
(STRUCTURAL & WATER REPELLENT)
STRUCTURAL SHEATHING
- w/ R-15HD KRAFT FACED
2x4 FRAME WALL
BATT INSULATION
- IN EA. TRUSS SPACE
R-15HD BATT INSULATION
- CONTINUOUS ALONGBAND BOARDS
T/ 2nd FLR. DBL. TOP ⅊
12" DRYWALL
12" DRYWALL
T/ 1st FLR. DBL. TOP ⅊
VENTED SOFFIT
04
WS-B2
05
WS-B2
158" BARGE MOULD
- ONLY AS NOTED ON SHEET A1.0
07
WS-B2
16" O.C. HORIZONTAL
- w/ METAL WALL TIES @
BRICK VENEER
8'-1" OR 9'-1"- SEE FLOOR PLANS1st FLR. SUBFLR.
- CONTINUOUS ALONG
R-15HD BATT INSULATION
BAND BOARDS
FLASHING
DBL. 2x4 TOP PLATE
(STRUCTURAL & WATER REPELLENT)
STRUCTURAL SHEATHING
- w/ R-15HD KRAFT FACED
2x4 FRAME WALL
BATT INSULATION
12" DRYWALL
12" DRYWALL
03
WS-B2
METAL DRIP FLASHING, TYP.
- NAIL TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
214" x 4" CAST STONE SILL, TYP.
- PULL BTM. 1"±
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
1'-0" O.H.
(UNLESS
OTHERWISE
NOTED
ON PLANS)
FIBER CEMENT BOARD SIDING
- PROVIDE 7" EXPOSURE
w/ 1 14" LAP
- TYPICAL
12" x 912" HARDBOARD FRIEZE
- TRIM TO MATCH WINDOW
HEADER HEIGHTS
- w/ BLOCKING
8'-1"22" O.C. VERT. (7 BRICK COURSES)
APPROXIMATE 78" 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.
T&G O.S.B. SUBFLOOR
- GLUED, NAILED, AND SCREWED
- REFER TO SHEET A1.0 FOR SIZE
T&G O.S.B. SUBFLOOR
- GLUED, NAILED, AND SCREWED
8'-814" OR 9'-8HEIGHT VARIES - REFER TO ELEVATION, SHEET A1.0T/ WINDOW
GRAVEL FILL
8"x18" CONCRETE FOOTING
(UNLESS NOTED OTHERWISE)
3" Ø DRAIN TILE
- THRU FOOTING @ 6'-0" O.C.
- PLACE @ BOTTOM OF FT'G.
4" Ø DRAIN TILE
w/ FILTER MEMBRANE
- w/ GRAVEL FILL
TOOLED JOINT KEY-WAY
IN FOOTING
2x4 PRESSURE-TREATED SILL PLATE
- REFER TO GENERAL NOTES FOR
ATTACHMENT TO FOUNDATION
- APPLY CONTINUOUS POLY SILL
SEALER TO SILL ⅊, TYP.
DRIP EDGE - GUTTER
- STYLE 'G' - 234" x 112"
- INSTALL DIRECTLY
TO OSB, BENEATH
UNDERLAYMENT
NOTE:
8'-0"h. FOUNDATION WALLS
- 8"thk. WALLS
- PROVIDE #4 REBARS SPACED
VERTICALLY @ 21" 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
ENGINEERED DESIGN PER
ACI 332-14, REQUIREMENTS
FOR RESIDENTIAL
CONCRETE CONSTRUCTION
14"
O.H.FINISH GRADE - VARIES
- SEE EXTERIORS, SHEET # A1.0
- HOLD DOWN MIN. 8 1/2"
FROM TOP OF WALL 812"MIN.612" DEPTH BRICK CURB
w/ NO RE-INFORCING
@ 24" O.C. HORIZONTAL
BRICK WEEPHOLES
- w/ WEEP CARDS
312"7'-812" OR 8'-812"UNBRACED WALL HEIGHT112"8'-0" OR 9'-0"(REFER TO FOUNDATION PLANS)T/ FOOTING
T/ SLAB
T/ FDN. WALL
6 MIL POLY VAPOR
BARRIER
8" THICK CAST-IN-PLACE
CONCRETE FOUNDATION WALL
FOUNDATION PLAN
- UNLESS NOTED OTHERWISE ON
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.
312" THICK CONCRETE
SLAB
- ON MIN. 4" GRAVEL BASE
NOTE:
BASEMENT INSULATION NOT
SHOWN
- TYPE AND DEPTH VARIES
PER PLAN
- SEE NOTES ON FOUNDATION
PLAN FOR SPECIFIC INFO
8"10"REFER TO FLAGGED NOTE FOR NUMBER & SPACING OF HORIZONTAL REBARSNOTE:
FOUNDATION WALLS
DESIGNED BASED ON AN
EQUIVALENT FLUID
PRESSURE OF 60 P.C.F.
(ACTIVE)
SCALE:
WALL SECTION - LOW BRICK / FCB SIDING
3/4" = 1'-0"258"±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 BAFFLEMIN.
2nd FLR. SUBFLR.
2x2 NAILER
DBL. 2x4 TOP PLATE
1x GUTTER BOARD
- w/ ALUMINUM GUTTER
(STRUCTURAL & WATER REPELLENT)
STRUCTURAL SHEATHING
- w/ R-15HD KRAFT FACED
2x4 FRAME WALL
BATT INSULATION
- IN EA. TRUSS SPACE
R-15HD BATT INSULATION
- CONTINUOUS ALONGBAND BOARDS
T/ 2nd FLR. DBL. TOP ⅊
12" DRYWALL
12" DRYWALL
T/ 1st FLR. DBL. TOP ⅊
VENTED SOFFIT 04
WS-B2
05
WS-B2
08
WS-B2
16" O.C. HORIZONTAL
- w/ METAL WALL TIES @
BRICK VENEER 8'-1" OR 9'-1"- SEE FLOOR PLANS1st FLR. SUBFLR.
- CONTINUOUS ALONG
R-15HD BATT INSULATION
BAND BOARDS
FLASHING
DBL. 2x4 TOP PLATE
- w/ R-15HD KRAFT FACED
2x4 FRAME WALL
BATT INSULATION
12" DRYWALL
12" DRYWALL
03
WS-B2
METAL DRIP FLASHING, TYP.
- NAIL TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
214" x 4" CAST STONE SILL, TYP.
- PULL BTM. 1"±
R-49 BLOWN-IN INSULATION
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
1'-0" O.H.
(UNLESS
OTHERWISE
NOTED
ON PLANS)
FIBER CEMENT BOARD SIDING
- PROVIDE 7" EXPOSURE
w/ 1 14" LAP
- TYPICAL
HEIGHT VARIES - REFER TO ELEVATION, SHEET A1.012" x 912" HARDBOARD FRIEZE
- TRIM TO MATCH WINDOW
HEADER HEIGHTS
- w/ BLOCKING
8'-1"158" BARGE MOULD
- ONLY AS NOTED ON SHEET A1.0
22" O.C. VERT. (7 BRICK COURSES)
APPROXIMATE 78" 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.
T&G O.S.B. SUBFLOOR
- GLUED, NAILED, AND SCREWED
- REFER TO SHEET A1.0 FOR SIZE
T&G O.S.B. SUBFLOOR
- GLUED, NAILED, AND SCREWED
GRAVEL FILL
8"x18" CONCRETE FOOTING
(UNLESS NOTED OTHERWISE)
3" Ø DRAIN TILE
- THRU FOOTING @ 6'-0" O.C.
- PLACE @ BOTTOM OF FT'G.
4" Ø DRAIN TILE
w/ FILTER MEMBRANE
- w/ GRAVEL FILL
TOOLED JOINT KEY-WAY
IN FOOTING
2x4 PRESSURE-TREATED SILL PLATE
- REFER TO GENERAL NOTES FOR
ATTACHMENT TO FOUNDATION
- APPLY CONTINUOUS POLY SILL
SEALER TO SILL ⅊, TYP.
DRIP EDGE - GUTTER
- STYLE 'G' - 234" x 112"
- INSTALL DIRECTLY
TO OSB, BENEATH
UNDERLAYMENT
NOTE:
8'-0"h. FOUNDATION WALLS
- 8"thk. WALLS
- PROVIDE #4 REBARS SPACED
VERTICALLY @ 21" 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
ENGINEERED DESIGN PER
ACI 332-14, REQUIREMENTS
FOR RESIDENTIAL
CONCRETE CONSTRUCTION
14"
O.H.FINISH GRADE - VARIES
- SEE EXTERIORS, SHEET # A1.0
- HOLD DOWN MIN. 8 1/2"
FROM TOP OF WALL 812"MIN.612" DEPTH BRICK CURB
w/ NO RE-INFORCING
@ 24" O.C. HORIZONTAL
BRICK WEEPHOLES
- w/ WEEP CARDS
01
WS-B2
02
WS-B2
11
WS-B2
CULTURED STONE VENEER
SCRATCH COAT
ON 3x8x16 SOLID BLOCK
358"h. x 658"w. CAST STONE SILL, TYP.
- PROJECT BTM. 1" ±HEIGHT VARIESREFER TO ELEVATION, SHT A1.05/4 NAILERS
@ 24" O.C. HORIZONTAL
CMU WEEPHOLES
22" O.C. VERT. (7 BRICK COURSES)
16" O.C. HORIZONTAL
- w/ METAL WALL TIES @
BRICK VENEER
2x3 BLOCKS @ 24" O.C.
1x2 NAILERS
- 2" WIDE RIPPERS
WALL SECTION - BRICK / CULTURED STONE
SCALE:3/4" = 1'-0"312"7'-812" OR 8'-812"UNBRACED WALL HEIGHT8'-1" OR 9'-1"- SEE FLOOR PLANS112"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.
- CONTINUOUS ALONG
R-15HD BATT INSULATION
BAND BOARDS
FLASHING
DBL. 2x4 TOP PLATE
2x2 NAILER
DBL. 2x4 TOP PLATE
1x GUTTER BOARD
- w/ ALUMINUM GUTTER
(STRUCTURAL & WATER REPELLENT)
STRUCTURAL SHEATHING
(STRUCTURAL & WATER REPELLENT)
STRUCTURAL SHEATHING
- w/ R-15HD KRAFT FACED
2x4 FRAME WALL
BATT INSULATION
- w/ R-15HD KRAFT FACED
2x4 FRAME WALL
BATT INSULATION
- IN EA. TRUSS SPACE
R-15HD BATT INSULATION
- CONTINUOUS ALONG
BAND BOARDS
T/ 2nd FLR. DBL. TOP ⅊
12" DRYWALL
12" DRYWALL
T/ 1st FLR. DBL. TOP ⅊
12" DRYWALL
12" DRYWALL
VENTED SOFFIT
158" BARGE MOULD
- ONLY AS NOTED ON SHEET A1.0
APPROXIMATE 78" 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
R-49 BLOWN-IN INSULATION
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
- UNLESS NOTED OTHERWISE
ON PLAN
8" THICK CAST-IN-PLACE
CONCRETE FOUNDATION WALL
FOUNDATION PLAN
- UNLESS NOTED OTHERWISE ON
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.
312"
1'-0" O.H.
(UNLESS
OTHERWISE
NOTED
ON PLANS)1"MIN.
12" x 912" HARDBOARD FRIEZE
- TRIM TO MATCH WINDOW
HEADER HEIGHTS
- EXTEND 312"
6 MIL POLY VAPOR
BARRIER
PER PLAN
PLAN FOR SPECIFIC INFO
BASEMENT INSULATION
NOT SHOWN
- TYPE AND DEPTH VARIES
- SEE NOTES ON FOUNDATION
NOTE:
312" THICK CONCRETE
SLAB
- ON MIN. 4" GRAVEL BASE
8"10"REFER TO FLAGGED NOTE FOR NUMBER & SPACING OF HORIZONTAL REBARST&G O.S.B. SUBFLOOR
- GLUED, NAILED, AND SCREWED 8'-1"- REFER TO SHEET A1.0 FOR SIZE
T&G O.S.B. SUBFLOOR
- GLUED, NAILED, AND SCREWED358"NOTE:
FOUNDATION WALLS
DESIGNED BASED ON AN
EQUIVALENT FLUID
PRESSURE OF 60 P.C.F.
(ACTIVE)
GRAVEL FILL
8"x18" CONCRETE FOOTING
(UNLESS NOTED OTHERWISE)
3" Ø DRAIN TILE
- THRU FOOTING @ 6'-0" O.C.
- PLACE @ BOTTOM OF FT'G.
4" Ø DRAIN TILE
w/ FILTER MEMBRANE
- w/ GRAVEL FILL
TOOLED JOINT KEY-WAY
IN FOOTING
2x4 PRESSURE-TREATED SILL PLATE
- REFER TO GENERAL NOTES FOR
ATTACHMENT TO FOUNDATION
- APPLY CONTINUOUS POLY SILL
SEALER TO SILL ⅊, TYP.
DRIP EDGE - GUTTER
- STYLE 'G' - 234" x 112"
- INSTALL DIRECTLY
TO OSB, BENEATH
UNDERLAYMENT
NOTE:
8'-0"h. FOUNDATION WALLS
- 8"thk. WALLS
- PROVIDE #4 REBARS SPACED
VERTICALLY @ 21" 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
ENGINEERED DESIGN PER
ACI 332-14, REQUIREMENTS
FOR RESIDENTIAL
CONCRETE CONSTRUCTION
FINISH GRADE - VARIES
18"
O.H.
- SEE EXTERIORS, SHEET # A1.0
612" DEPTH BRICK CURB
w/ NO RE-INFORCING
FROM TOP OF WALL
- HOLD DOWN MIN. 8 1/2"812"MIN.WILLIAM L. KAUFH O L Z
ARCHITECTOVERBROOK FARMSREASON FOR PLOT:PLOT DATE:Job No.
Sheet No.INHOMESITE NO.OFFICE REVIEW:MASTER BY:DATE:CDATE:3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO:DATE:PERMIT:SIGN-OFF:CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:2/25/2021 10:58 AM#OBF011000000VIJAYALAKSHMI CUTTAMANCHI3965 BEAR CREEK WAYCLAY46-430-CLAY FRENCH MANOR WITH BRICKCARMEL, IN10005/2017JP------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:----KIRANKUMAR MANUBOLU SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLCWS-B1
BRICK VENEER @ BAND BOARD
SCALE:3" = 1'-0"2"(MIN.)BRICK VENEER
- 24" O.C. VERT. (9 COURSES)
- 16" O.C. HORIZONTAL
METAL WALL TIES
STRUCTURAL SHEATHING
DOUBLE 2x4 TOP PLATE
STRUCTURAL SHEATHING
AIR SPACE, TYPICAL
@ SECOND FLOOR
NOTE:
SECOND FLR STRUCTURAL
SHT'G TO OVERLAP FIRST FLR
STRUCTURAL SHT'G 2" MINIMUM
@ FIRST FLOOR
SECTION DETAIL 8" @ 2x10's6" @ 2x12'sHOLD 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 TO GRADE @ CONC FDN WALL
SCALE:3" = 1'-0"
STRUCTURAL SHEATHING
THICKNESS VARIES
REFER TO FOUNDATION PLAN
BRICK VENEER
CAST-IN-PLACE CONCRETE
FOUNDATION SUBWALL
- REFER TO FOUNDATION PLAN
FOR WALL THICKNESS
@ 24" O.C. HORIZONTAL
BRICK WEEP HOLES
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
- OVERHANG FOUNDATION 1/4", TYP.
NOTE:
- w/ WEEP CARDS
14"
O.H.
312"
(FROM SHT'G)
ENLARGED SOFFIT DETAIL w/ BRICK VENEER
SCALE:3" = 1'-0"
5/4 BLOCKING
2x3 BLK'G LADDER @ 24"o.c.,TYPICAL
BRICK VENEER
- 2" WIDE RIPPERS 638"±1x2 NAILER
1 2
2
2
1x2 NAILER
1 2
FIBERGLASS / ASPHALT SHINGLES
- w/ 15# ROOF FELT
O.S.B. ROOF SHEATHING
- w/ PLY-CLIPS
ALUMINUM GUTTER
STRUCTURAL SHEATHING
APPROVED FASTENER @ 3"o.c., TYP.
2x2 NAILER
VENTED SOFFIT
12" x 912" HARDBOARD FRIEZE
- TRIM TO MATCH WINDOW HDR HEIGHTS
1'-0" OVERHANG
(UNLESS OTHERWISE NOTED ON PLANS)
1x GUTTER BOARD
158" BARGE MOULD
- ONLY AS NOTED ON SHEET A1.0
- REFER TO SHEET A1.0 FOR SIZE
FIBER CEMENT BOARD SIDING @ BAND BOARD
SCALE:3" = 1'-0"2"(MIN.)18"312"
358"
STRUCTURAL SHEATHING
DOUBLE 2x4 TOP PLATE
STRUCTURAL SHEATHING
@ SECOND FLOOR
NOTE:
SECOND FLR STRUCTURAL
SHT'G TO OVERLAP FIRST FLR
STRUCTURAL SHT'G 2" MINIMUM
@ FIRST FLOOR
SECTION DETAIL
APPROVED FASTENER
@ 3"o.c., TYPICAL
8" @ 2x10's6" @ 2x12'sHOLD 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
FIBER CEMENT BOARD SIDING
- PROVIDE 7" EXPOSURE
w/ 1 14" LAP
- TYPICAL
BRICK VENEER @ CAST STONE SILL w/ 1x TRIM
SCALE:3" = 1'-0"
SECTION DETAIL
METAL DRIP FLASHING, TYP.
- NAIL TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
214" x 4" CAST STONE SILL, TYP.
- PROJECT BTM. 1"±
METAL DRIP FLASHING
- NAIL & TAPE TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
1x TRIM BOARD
- REFER TO ELEVATIONS FOR SIZES
AND PROFILES
BRICK VENEER, TYPICAL 1"±FIBER CEMENT BOARD SIDING
- PROVIDE 7" EXPOSURE
w/ 1 14" LAP
- TYPICAL
178"178"14"10°
100
°
100°
1"±
BRICK VENEER @ CAST STONE SILL
SCALE:3" = 1'-0"
SECTION DETAIL
METAL DRIP FLASHING, TYP.
- NAIL & TAPE TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
214" x 4" CAST STONE SILL, TYP.
- PULL BTM. 1"±
BRICK VENEER, TYPICAL 1"±FIBER CEMENT BOARD SIDING
- PROVIDE 7" EXPOSURE
w/ 1 14" LAP
- TYPICAL
11316"11316"14"10°
100
°
100°
1"±
03
02
01
06
05
0407
08
09
10
11
DETAIL w/ FIBER CEMENT BOARD SIDING
SCALE:3" = 1'-0"
2
2
1x GUTTER BOARD
ALUMINUM GUTTER
STRUCTURAL SHEATHING
2x2 NAILER
VENTED SOFFIT
1'-0" OVERHANG
(UNLESS OTHERWISE NOTED ON PLANS)
12" x 912" HARDBOARD FRIEZE
- TRIM TO MATCH WINDOW HDR HEIGHTS
FIBER CEMENT BOARD SIDING
- PROVIDE 7" EXPOSURE w/ 1 14" LAP
- TYPICAL ENLARGED SOFFIT
BLOCKING
FIBERGLASS / ASPHALT SHINGLES
- w/ 15# ROOF FELT
O.S.B. ROOF SHEATHING
- w/ PLY-CLIPS
APPROVED FASTENER @ 3"o.c., TYP
158" BARGE MOULD
- ONLY AS NOTED ON SHEET A1.0
- REFER TO SHEET A1.0 FOR SIZE
DRIP EDGE - GUTTER
- STYLE 'G' - 234" x 112"
- INSTALL DIRECTLY TO OSB,
BENEATH UNDERLAYMENT
DRIP EDGE - GUTTER
- STYLE 'G' - 234" x 112"
- INSTALL DIRECTLY TO OSB,
BENEATH UNDERLAYMENT
BRICK VENEER @ FDN BRICK CURB UP TO 48"
SCALE:3" = 1'-0"
SECTION DETAIL
STRUCTURAL SHEATHING
BRICK VENEER
AIR SPACE, TYPICAL 1"- HOLD BTM OF SHEATHING
1" BELOW T/ SUBFLOOR
APPROVED FASTENER
@ 3"o.c., TYPICAL
SILL SEALER, TYPICAL 4" @ 2x10's& 2x12's312"
THICKNESS VARIES
REFER TO FOUNDATION PLAN
1"
18" WIDE COUNTER FLASHING
- HOLD T/ MYLAR 4" OFF T/ SUBFLR
18"w. FLASH & SEAL FLASHING
- HOLD T/ FLASHING FLUSH
w/ TOP OF FLOOR JOIST- SEAL AROUND ALL PENETRATIONS
8"thk. FOUNDATION WALLS:
VERTICAL #4 RE-BARS @ 24" o.c.
- MAINTAIN MINIMUM 2" COVER
- EXTEND 24" BELOW BTM/ BRICK CURB
10"thk. FOUNDATION WALLS:RE-BAR @ BRICK CURB NOT REQUIRED
BRICK VENEER @ FOUNDATION BRICK CURB
SCALE:3" = 1'-0"
SECTION DETAIL
STRUCTURAL SHEATHING
BRICK VENEER
AIR SPACE, TYPICAL 1"- HOLD BTM OF SHEATHING
1" BELOW T/ SUBFLOOR
APPROVED FASTENER
@ 3"o.c., TYPICAL
SILL SEALER, TYPICAL 4" @ 2x10's& 2x12's312"
THICKNESS VARIES
REFER TO FOUNDATION PLAN612"d. BRICK CURBMAX. DEPTHw/ NO RE-INFORCINGFOR 8"thk. WALL1"
BRICK WEEP HOLES
@ 24" o.c. HORIZONTAL
- w/ WEEP CARDS
NOTE:
HOLD T/ GRADE DOWN 812"
FROM T/ FOUNDATION WALL
18"w. FLASH & SEAL FLASHING
- HOLD 234" DOWN FROM T/ 2x10 JOIST
- HOLD 434" DOWN FROM T/ 2x12 JOIST
- SEAL AROUND ALL PENETRATIONS 234" @ 2x10's434" @ 2x12's18" WIDE COUNTER FLASHING
- HOLD T/ MYLAR 4" OFF T/ SUBFLR
THICKNESS VARIES
REFER TO FOUNDATION PLAN
AIR SPACE, TYPICAL
BRICK VENEER
STRUCTURAL SHEATHING
38"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
612" MAX. DEPTH BRICK CURB
w/ NO RE-INFORCING
312"612"MAX. DEPTHw/ NO RE-INFORCINGBRICK WEEP HOLES
@ 24" o.c. HORIZONTAL
- w/ WEEP CARDS
1"
NOTE:
HOLD T/ GRADE DOWN 812"
FROM T/ FOUNDATION WALL
18"w. FLASH & SEAL FLASHING- SEAL AROUND ALL PENETRATIONS
CMU / STONE VENEER @ FDN. BRICK CURB
SCALE:3" = 1'-0"
SECTION DETAIL
CULTURED STONE VENEER
ON 3x8x16 SOLID BLOCK
SCRATCH COAT
STRUCTURAL SHEATHING
AIR SPACE, TYPICAL 1"- HOLD BTM OF SHEATHING
1" BELOW T/ SUBFLOOR
APPROVED FASTENER
@ 3"o.c., TYPICAL
SILL SEALER, TYPICAL
312"
THICKNESS VARIES
REFER TO FOUNDATION PLAN612"MAX. DEPTHw/ NO RE-INFORCINGFOR 8"thk. WALL1"CMU WEEP HOLES
@ 24" o.c. HORIZONTAL
- w/ WEEP CARDS 4" @ 2x10's& 2x12'sNOTE:
HOLD T/ GRADE DOWN 812"
FROM T/ FOUNDATION WALL
18"w. FLASH & SEAL FLASHING
- HOLD 234" DOWN FROM T/ 2x10 JOIST
- HOLD 434" DOWN FROM T/ 2x12 JOIST- SEAL AROUND ALL PENETRATIONS 234" @ 2x10's434" @ 2x12's18" WIDE COUNTER FLASHING
- HOLD T/ MYLAR 4" OFF T/ SUBFLR
NOTE:
HOLD CULTURED STONE
DOWN 1" FROM T/ FDN.WILLIAM L. KAUFH O L Z
ARCHITECTOVERBROOK FARMSREASON FOR PLOT:PLOT DATE:Job No.
Sheet No.INHOMESITE NO.OFFICE REVIEW:MASTER BY:DATE:CDATE:3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO:DATE:PERMIT:SIGN-OFF:CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:2/25/2021 10:58 AM#OBF011000000VIJAYALAKSHMI CUTTAMANCHI3965 BEAR CREEK WAYCLAY46-430-CLAY FRENCH MANOR WITH BRICKCARMEL, IN10005/2017JP------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:----KIRANKUMAR MANUBOLU SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLCWS-B2
MAPLE STREET SPECIFICATIONS
1x6 RAKE BOARD
ALL OTHER SPECIFICATIONS
1x8 RAKE BOARD
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
- REFER TO NOTES ON SECTIONS
BRICK VENEER
STRUCTURAL SHEATHING
(STRUCTURAL & WATER REPELLENT)
-GABLE SHT'G TO OVERLAP WALL SHT'G
2" MINIMUM.
BLOWN-IN INSULATION
312"
MAPLE STREET SPECIFICATIONS
1x6 RAKE BOARD
- w/ 2x4 BLOCKS @ 24" O.C. ON 1x4's
ALL OTHER SPECIFICATIONS
1x8 RAKE BOARD
- w/ 2x6 BLOCKS @ 24" O.C. ON 1x6's
MAPLE STREET SPECIFICATIONS
1x6 GABLE FRIEZE
- w/ 2x3 BLOCKS @ 24" O.C.
ALL OTHER SPECIFICATIONS
1x8 GABLE FRIEZE
- w/ 2x3 BLOCKS @ 24" O.C.
312"
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
- REFER TO NOTES ON SECTIONS
BRICK VENEER
3/4" = 1'-0"
SECTION - BRICK GABLE w/ EXTENDED RAKE
SCALE:
STRUCTURAL SHEATHING
(STRUCTURAL & WATER REPELLENT)
-GABLE SHT'G TO OVERLAP WALL SHT'G 2" MIN.
38" SOFFIT
BLOWN-IN INSULATION
158" BARGE MOULD
NOTE: ONLY FRONT TURNED GABLES
and GRAND ESTATES SIDE GABLES
- REFER TO ELEVATION
MAPLE STREET SPECIFICATIONS
1x6 RAKE BOARD
- w/ 1x4 BACK-UP
ALL OTHER SPECIFICATIONS
1x8 RAKE BOARD
- w/ 1x6 BACK-UP
312"
@ 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
3/4" = 1'-0"
SECT - BRICK GABLE/END WALL w/ DOUBLE RAKE
SCALE:
STRUCTURAL SHEATHING
(STRUCTURAL & WATER REPELLENT)
- GABLE SHT'G TO OVERLAP WALL SHT'G 2" MIN.
- 2x3 BLOCKS @ 24" o.c.
GABLE EXTENSION
APPROVED FASTENER @ 3" o.c., TYP
BLOWN-IN INSULATION
- REFER TO NOTES ON SECTIONS
BRICK VENEER
MAPLE STREET SPECIFICATIONS
1x6 GABLE FRIEZE
ALL OTHER SPECIFICATIONS
1x8 GABLE FRIEZE
01
02
03
04
05
07
06
08
09
MAPLE STREET SPECIFICATIONS
1x6 RAKE BOARD
- w/ 1x4 BACK-UP
ALL OTHER SPECIFICATIONS
1x8 RAKE BOARD
- w/ 1x6 BACK-UP
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
3/4" = 1'-0"
SECTION - STONE GABLE / END WALL
SCALE:
STRUCTURAL SHEATHING
(STRUCTURAL & WATER REPELLENT)
- GABLE SHT'G TO OVERLAP WALL SHT'G
2" MINIMUM.
GABLE EXTENSION
@ 3" o.c., TYP.
APPROVED FASTENER
BLOWN-IN INSULATION
MAPLE STREET SPECIFICATIONS
1x6 RAKE BOARD
- w/ 2x4 BLOCKS @ 24" O.C. ON 1x4's
ALL OTHER SPECIFICATIONS
1x8 RAKE BOARD
- w/ 2x6 BLOCKS @ 24" O.C. ON 1x6's
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
- REFER TO SHEET A1.0 FOR SIZE
1x GABLE FRIEZE ON 2" WIDE 5/4 NAILERS
- REFER TO NOTES ON SECTIONS
CULTURED STONE VENEER
3/4" = 1'-0"
SECTION - STONE GABLE w/ EXTENDED RAKE
SCALE:
STRUCTURAL SHEATHING
(STRUCTURAL & WATER REPELLENT)
- GABLE SHT'G TO OVERLAP WALL SHT'G 2" MIN.
APPROVED FASTENER @ 3" o.c., TYP.
BLOWN-IN INSULATION
158" BARGE MOULD
NOTE: ONLY FRONT TURNED GABLES
and GRAND ESTATES SIDE GABLES
- REFER TO ELEVATION
MAPLE STREET SPECIFICATIONS
1x6 RAKE BOARD
- w/ 1x4 BACK-UP
ALL OTHER SPECIFICATIONS
1x8 RAKE BOARD
- w/ 1x6 BACK-UP
FIBER CEMENT BOARD SIDING
@ 16" O.C.
PRE-ENGINEERED WD.
ROOF TRUSSES
DBL. 2x4 TOP PLATE
BLOWN-IN INSULATION
@ 24" O.C.
GABLE w/ STUDS
7/16" O.S.B. ROOF
SHEATHING
SECTION - FCB SIDED GABLE / END WALL
3/4" = 1'-0"SCALE:
STRUCTURAL SHEATHING
(STRUCTURAL & WATER REPELLENT)
-GABLE SHT'G TO OVERLAP WALL SHT'G
2" MINIMUM.
MAPLE STREET SPECIFICATIONS
1x6 RAKE BOARD
- w/ 2x4 BLOCKS @ 24" O.C. ON 1x4's
ALL OTHER SPECIFICATIONS
1x8 RAKE BOARD
- w/ 2x6 BLOCKS @ 24" O.C. ON 1x6's
MAPLE STREET SPECIFICATIONS
1x6 GABLE FRIEZE
- w/ 1x4 BACK-UP
ALL OTHER SPECIFICATIONS
1x8 GABLE FRIEZE
- w/ 1x6 BACK-UP
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 SHT'G
3/8" SOFFIT
FIBER CEMENT BOARD SIDING
3/4" = 1'-0"
SECT - FCB GABLE/END WALL w/ 12" EXT. RAKE
SCALE:
STRUCTURAL SHEATHING
(STRUCTURAL & WATER REPELLENT)
- GABLE SHT'G TO OVERLAP WALL SHT'G 2" MIN.
APPROVED FASTENER
BLOWN-IN INSULATION
158" BARGE MOULD
NOTE: ONLY GRAND ESTATES SIDE GABLES
- REFER TO ELEVATION
@ 3" o.c., TYP.
MAPLE STREET SPECIFICATIONS
1x6 RAKE BOARD
- w/ 2x4 BACK-UP
ALL OTHER SPECIFICATIONS
1x8 RAKE BOARD
- w/ 2x6 BACK-UP
MAPLE STREET SPECIFICATIONS
1x6 GABLE FRIEZE
- w/ 1x4 BACK-UP
ALL OTHER SPECIFICATIONS
1x8 GABLE FRIEZE
- w/ 1x6 BACK-UP
FIBER CEMENT BOARD SIDING
@ 16" o.c.
PRE-ENGINEERED WD.
ROOF TRUSSES
DBL. 2x4 TOP PLATE
BLOWN-IN INSULATION
@ 24" o.c.
GABLE w/ STUDS
7/16" O.S.B. ROOF
SHEATHING
SECTION - FCB GABLE/END WALL w/ DBL RAKE
3/4" = 1'-0"SCALE:
STRUCTURAL SHEATHING
(STRUCTURAL & WATER REPELLENT)
- GABLE SHT'G TO OVERLAP WALL SHT'G
2" MINIMUM.
APPROVED FASTENER @ 3" o.c., TYP.
MAPLE STREET SPECIFICATIONS
1x6 RAKE BOARD
- w/ 2x4 BLOCKS @ 24" O.C. ON 1x4's
ALL OTHER SPECIFICATIONS
1x8 RAKE BOARD
- w/ 2x6 BLOCKS @ 24" O.C. ON 1x6's
MAPLE STREET SPECIFICATIONS
1x6 GABLE FRIEZE
- w/ 1x4 BACK-UP
ALL OTHER SPECIFICATIONS
1x8 GABLE FRIEZE
- w/ 1x6 BACK-UP
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
FIBER CEMENT BOARD SIDING
3/4" = 1'-0"
SECTION - FCB GABLE w/ EXTENDED RAKE
SCALE:
STRUCTURAL SHEATHING
(STRUCTURAL & WATER REPELLENT)
- GABLE SHT'G TO OVERLAP WALL SHT'G 2" MIN.
@ 3" o.c., TYP.
APPROVED FASTENER
BLOWN-IN INSULATION
158" BARGE MOULD
NOTE: ONLY FRONT TURNED GABLES
and GRAND ESTATES SIDE GABLES
- REFER TO ELEVATION
MAPLE STREET SPECIFICATIONS
1x6 RAKE BOARD
- w/ 1x4 BACK-UP
ALL OTHER SPECIFICATIONS
1x8 RAKE BOARD
- w/ 1x6 BACK-UP
FIBER CEMENT BOARD SIDING
METAL FLASHING
2x10 BLOCKING
CANT.
- SPECIFIC TO ELEVATIONS, SHEET A1.0
1x BAND BOARD
312"
BRICK LADDER
@ 16" O.C.
PRE-ENGINEERED WD.
ROOF TRUSSES
@ 24" O.C.
GABLE w/ STUDS
7/16" O.S.B. ROOF
SHEATHING
SECTION - FCB GABLE OVER BRICK
SCALE:3/4" = 1'-0"
(STRUCTURAL & WATER REPELLENT)
STRUCTURAL SHEATHING
STRUCTURAL SHT'G
CONT. @ UNDERSIDE
OF BLK'G, TYP.
BLOWN-IN INSULATION
HORIZONTAL SIDING
@ 16" O.C.
PRE-ENGINEERED WD.
ROOF TRUSSES
DBL. 2x4 TOP PLATE
BLOWN-IN INSULATION
@ 24" O.C.
GABLE w/ STUDS
7/16" O.S.B. ROOF
SHEATHING
SECTION - VINYL SIDED GABLE / END WALL
3/4" = 1'-0"SCALE:
STRUCTURAL SHEATHING
(STRUCTURAL & WATER REPELLENT)
-GABLE SHT'G TO OVERLAP WALL SHT'G
2" MINIMUM.
MAPLE STREET SPECIFICATIONS
1x6 RAKE BOARD
- w/ 1x4 BACK-UP
ALL OTHER SPECIFICATIONS
1x8 RAKE BOARD
- w/ 1x6 BACK-UP
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 - VINYL GABLE/END WALL w/ 12" EXT. RAKE
SCALE:
STRUCTURAL 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
BLOWN-IN INSULATION
SPECIFICATIONS
GRAND ESTATES
158" BARGE MOULD
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 - VINYL GABLE/END WALL w/ 12" EXT. RAKE
SCALE:
STRUCTURAL 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
BLOWN-IN INSULATION
MASTERPIECE SPECIFICATIONS
DESIGNER and
HORIZONTAL SIDING
@ 16" o.c.
PRE-ENGINEERED WD.
ROOF TRUSSES
DBL. 2x4 TOP PLATE
BLOWN-IN INSULATION
@ 24" o.c.
GABLE w/ STUDS
7/16" O.S.B. ROOF
SHEATHING
SECTION - VINYL GABLE/END WALL w/ DBL RAKE
3/4" = 1'-0"SCALE:
STRUCTURAL SHEATHING
(STRUCTURAL & WATER REPELLENT)
- GABLE SHT'G TO OVERLAP WALL SHT'G 2" MIN.
- REFER TO NOTES ON SECTIONS
- NO J-CHANNEL @ GABLE FRIEZE BOARD
APPROVED FASTENER @ 3" o.c., TYP.
MAPLE STREET SPECIFICATIONS
1x6 RAKE BOARD
- w/ 2x4 BACK-UP
ALL OTHER SPECIFICATIONS
1x8 RAKE BOARD
- w/ 2x6 BACK-UP
MAPLE STREET SPECIFICATIONS
1x6 GABLE FRIEZE
- w/ 1x4 BACK-UP
ALL OTHER SPECIFICATIONS
1x8 GABLE FRIEZE
- w/ 1x6 BACK-UP
MAPLE STREET SPECIFICATIONS
1x6 RAKE BOARD
- w/ 2x4 BLOCKS @ 24" O.C. ON 1x4's
ALL OTHER SPECIFICATIONS
1x8 RAKE BOARD
- w/ 2x6 BLOCKS @ 24" O.C. ON 1x6's
MAPLE STREET SPECIFICATIONS
1x6 GABLE FRIEZE
- w/ 1x4 BACK-UP
ALL OTHER SPECIFICATIONS
1x8 GABLE FRIEZE
- w/ 1x6 BACK-UP
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 SHT'G
3/8" SOFFIT
HORIZONTAL SIDING
3/4" = 1'-0"
SECTION - VINYL GABLE w/ EXTENDED RAKE
SCALE:
STRUCTURAL SHEATHING
(STRUCTURAL & WATER REPELLENT)
- GABLE SHT'G TO OVERLAP WALL SHT'G 2" MIN.
- NO J-CHANNEL @ GABLE FRIEZE BOARD
@ 3" o.c., TYP.
APPROVED FASTENER
BLOWN-IN INSULATION
158" BARGE MOULD
NOTE: ONLY FRONT TURNED GABLES
and GRAND ESTATES SIDE GABLES
- REFER TO ELEVATION
MAPLE STREET SPECIFICATIONS
1x6 RAKE BOARD
- w/ 1x4 BACK-UP
ALL OTHER SPECIFICATIONS
1x8 RAKE BOARD
- w/ 1x6 BACK-UP
HORIZONTAL SIDING
METAL FLASHING
2x10 BLOCKING
CANT.
- SPECIFIC TO ELEVATIONS, SHT A1.0
1x BAND BOARD
312"
BRICK LADDER
@ 16" O.C.
PRE-ENGINEERED WD.
ROOF TRUSSES
@ 24" O.C.
GABLE w/ STUDS
7/16" O.S.B. ROOF
SHEATHING
SECTION - VINYL GABLE OVER BRICK
SCALE:3/4" = 1'-0"
(STRUCTURAL & WATER REPELLENT)
STRUCTURAL SHEATHING
STRUCTURAL SHT'G
CONT. @ UNDERSIDE
OF BLK'G, TYP.
BLOWN-IN INSULATION
SCALE:
BASEMENT WALKOUT w/ BRICK TO GRADE
3/4" = 1'-0"
WALL SECTION -7'-7" OR 8'-7"(REFER TO FOUNDATION PLANS)T/ SLAB
2'-0"14"
OH
@ 24" O.C. HORIZONTAL
BRICK WEEP HOLES
312"112"T/ FOOTING
T/ FDN. WALL
6 MIL POLY VAPOR
BARRIER
FLASHING 4" Ø DRAIN TILE
- w/ GRAVEL FILL
- PIPE TO DAYLIGHT
- TYPICAL
312" THICK CONCRETE
SLAB
- ON MIN. 4" GRAVEL BASE 8'-0" OR 9'-0"(REFER TO FOUNDATION PLANS)DBL. 2x TOP PLATE
BEVELED RIGID INSULATION
FOUNDATION SUBWALL
- THICKNESS VARIES
- REFER TO PLAN
RIGID INSULATION
- 24" DEPTH
- @ ALL AREAS WHERE GRADE
COVERS 30" OR LESS OF THE
FDN. WALL ABOVE T/ SLAB
FOOTING WIDTH
VARIES PER PLAN
- w/ WEEP CARDS
09
WS-B2
02
WS-B2
FINISH GRADE - VARIES
- HOLD DOWN MIN. 8 12"
FROM TOP OF WALL
2x4 PRESSURE-TREATED
SILL PLATE
- REFER TO GENERAL NOTES
FOR ATTACHMENT TO
FOUNDATION
- APPLY CONTINUOUS POLY
SILL SEALER TO SILL ⅊, TYP.
10
11
12
17
16
15
14
1318
19
1x6 RAKE BOARD
- w/ 2x4 BLOCKS @ 24" O.C. ON 1x4's
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
3/4" = 1'-0"
SECT - VINYL GABLE/END WALL w/ 12" EXT. RAKE
SCALE:
STRUCTURAL SHEATHING
(STRUCTURAL & WATER REPELLENT)
- GABLE SHT'G TO OVERLAP WALL SHT'G 2" MIN.
- NO J-CHANNEL @ GABLE FRIEZE BOARD
APPROVED FASTENER @ 3" o.c., TYP.
BLOWN-IN INSULATION
'J' CHANNEL
MAPLE STREET SPECIFICATIONS
2022
21
HORIZONTAL SIDING
METAL FLASHING 2x10 BLOCKING
CANT.
- SPECIFIC TO ELEVATIONS, SHT A1.0
1x BAND BOARD
312"
BRICK LADDER
@ 16" O.C.
PRE-ENGINEERED WD.
ROOF TRUSSES
@ 24" O.C.
GABLE w/ STUDS
7/16" O.S.B. ROOF
SHEATHING
SECT - VNL GABLE OVER BRICK w/ 12" EXT. RAKE
SCALE:3/4" = 1'-0"
(STRUCTURAL & WATER REPELLENT)
STRUCTURAL SHEATHING
STRUCTURAL SHT'G
CONT. @ UNDERSIDE
OF BLK'G, TYP.
BLOWN-IN INSULATION
MAPLE STREET SPECIFICATIONS
1x6 RAKE BOARD
- w/ 2x4 BLOCKS @ 24" O.C. ON 1x4's
3/8" SOFFIT
APPROVED FASTENER @ 3" o.c., TYP.
'J' CHANNEL
1'-0"
HORIZONTAL SIDING
METAL FLASHING 2x10 BLOCKING
CANT.
- SPECIFIC TO ELEVATIONS, SHT A1.0
1x BAND BOARD
312"
BRICK LADDER
@ 16" O.C.
PRE-ENGINEERED WD.
ROOF TRUSSES
@ 24" O.C.
GABLE w/ STUDS
7/16" O.S.B. ROOF
SHEATHING
SECT - VNL GABLE OVER BRICK w/ 12" EXT. RAKE
SCALE:3/4" = 1'-0"
(STRUCTURAL & WATER REPELLENT)
STRUCTURAL SHEATHING
STRUCTURAL SHT'G
CONT. @ UNDERSIDE
OF BLK'G, TYP.
BLOWN-IN INSULATION
1'-0"
3/8" SOFFIT
- ON 1x6 BACK-UP
1x8 GABLE FRIEZE
1x8 RAKE BOARD
- 2x6 BLOCKS @ 24" o.c. ON 1x6's
GABLE EXTENSION
@ 3" o.c., TYP.
APPROVED FASTENER
MASTERPIECE SPECIFICATIONS
DESIGNER and
FIBER CEMENT BOARD SIDING
METAL FLASHING
2x10 BLOCKING
CANT.
- SPECIFIC TO ELEVATIONS, SHEET A1.0
1x BAND BOARD
312"
BRICK LADDER
@ 16" O.C.
PRE-ENGINEERED WD.
ROOF TRUSSES@ 24" O.C.
GABLE w/ STUDS
7/16" O.S.B. ROOF
SHEATHING
SECT - FCB GABLE OVER BRICK w/ 12" EXT. RAKE
SCALE:3/4" = 1'-0"
(STRUCTURAL & WATER REPELLENT)
STRUCTURAL SHEATHING
STRUCTURAL SHT'G
CONT. @ UNDERSIDE
OF BLK'G, TYP.
BLOWN-IN INSULATION
MAPLE STREET SPECIFICATIONS
1x6 RAKE BOARD
- w/ 2x4 BLOCKS @ 24" O.C. ON 1x4's
ALL OTHER SPECIFICATIONS
1x8 RAKE BOARD
- w/ 2x6 BLOCKS @ 24" O.C. ON 1x6's
MAPLE STREET SPECIFICATIONS
1x6 GABLE FRIEZE
- w/ 1x4 BACK-UP
ALL OTHER SPECIFICATIONS
1x8 GABLE FRIEZE
- w/ 1x6 BACK-UP
3/8" SOFFIT
158" BARGE MOULD
NOTE: ONLY GRAND ESTATES SIDE GABLES
- REFER TO ELEVATION
1'-0"
APPROVED FASTENER
@ 3" o.c., TYP.
23 SCALE:
BASEMENT WALKOUT w/ SIDING TO GRADE
3/4" = 1'-0"
WALL SECTION -7'-7" OR 8'-7"(REFER TO FOUNDATION PLANS)T/ SLAB
2'-0"312"112"T/ FOOTING
T/ FDN. WALL
6 MIL POLY VAPOR
BARRIER
4" Ø DRAIN TILE
- w/ GRAVEL FILL
- PIPE TO DAYLIGHT
- TYPICAL
312" THICK CONCRETE
SLAB
- ON MIN. 4" GRAVEL BASE 8'-0" OR 9'-0"(REFER TO FOUNDATION PLANS)DBL. 2x TOP PLATE
BEVELED RIGID INSULATION
FOUNDATION SUBWALL
- THICKNESS VARIES
- REFER TO PLAN
RIGID INSULATION
- 24" DEPTH
- @ ALL AREAS WHERE GRADE
COVERS 30" OR LESS OF THE
FDN. WALL ABOVE T/ SLAB
FOOTING WIDTH
VARIES PER PLAN
OR
FINISH GRADE - VARIES
- HOLD DOWN MIN. 8 12"
FROM TOP OF WALL
OR
FLASHING
SIDING
2x4 PRESSURE-TREATED
SILL PLATE
- REFER TO GENERAL NOTES
FOR ATTACHMENT TO
FOUNDATION
- APPLY CONTINUOUS POLY
SILL SEALER TO SILL ⅊, TYP.7'-812" OR 8'-812"UNBRACED WALL HEIGHT8'-0" OR 9'-0"(REFER TO FOUNDATION PLANS)312"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 DEPTHFOR 8" THICK WALL312"
CURB
T/ FDN. WALL
22" O.C. VERT. (7 COURSES)
16" O.C. HORIZONTAL
- w/ METAL WALL TIES @
BRICK VENEER
NOTE:
NO RE-BAR IS REQUIRED IN 10"
FOUNDATION WALLS w/ A 312"w
CURB AND 612"w STEM WALL.
MAXIMUM DEPTH OF BRICK CURB
IN A 10" THICK WALL IS 48".
06
WS-B2
NOTE:
EXTEND VERTICAL RE-BARS
18" BELOW BTM./ BRICK CURB
CONC. FOUNDATION WALL
8" THICK CAST-IN-PLACE
@ 24" O.C. HORIZONTAL
BRICK WEEPHOLES
- w/ WEEP CARDS
FOR BRICK CURBS GREATER
THAN 612"d. AND UP TO 2'-0"d.
IN AN 8"thk. WALL:
GRAVEL FILL
CONCRETE FOOTING
- REFER TO PLAN FOR SIZE
3" Ø DRAIN TILE
- THRU FOOTING @ 6'-0" O.C.
- PLACE @ BOTTOM OF FT'G.
4" Ø DRAIN TILE
w/ FILTER MEMBRANE
- w/ GRAVEL FILL
TOOLED JOINT KEY-WAY
IN FOOTING
(2) COATS SPRAY-APPLICATION
BITUMINOUS DAMPPROOFING
- APPLIED BELOW GRADE
- REFER TO FOUNDATION PLAN
FOR INFORMATION REGARDING
WATERPROOFING
DRIP EDGE - RAKE
- STYLE 'R'
- 234" x 12" x 112"
- INSTALL ON TOP
OF FELT
DRIP EDGE - RAKE
- STYLE 'R'
- 234" x 12" x 112"
- INSTALL ON TOP
OF FELT
DRIP EDGE - RAKE
- STYLE 'R'
- 234" x 12" x 112"
- INSTALL ON TOP
OF FELT
DRIP EDGE - RAKE
- STYLE 'R'
- 234" x 12" x 112"
- INSTALL ON TOP
OF FELT
DRIP EDGE - RAKE
- STYLE 'R'
- 234" x 12" x 112"
- INSTALL ON TOP
OF FELT
DRIP EDGE - RAKE
- STYLE 'R'
- 234" x 12" x 112"
- INSTALL ON TOP
OF FELT
DRIP EDGE - RAKE
- STYLE 'R'
- 234" x 12" x 112"
- INSTALL ON TOP
OF FELT
DRIP EDGE - RAKE
- STYLE 'R'
- 234" x 12" x 112"
- INSTALL ON TOP
OF FELT
DRIP EDGE - RAKE
- STYLE 'R'
- 234" x 12" x 112"
- INSTALL ON TOP
OF FELT
DRIP EDGE - RAKE
- STYLE 'R'
- 234" x 12" x 112"
- INSTALL ON TOP
OF FELT
DRIP EDGE - RAKE
- STYLE 'R'
- 234" x 12" x 112"
- INSTALL ON TOP
OF FELT
DRIP EDGE - RAKE
- STYLE 'R'
- 234" x 12" x 112"
- INSTALL ON TOP
OF FELT
DRIP EDGE - RAKE
- STYLE 'R'
- 234" x 12" x 112"
- INSTALL ON TOP
OF FELT
DRIP EDGE - RAKE
- STYLE 'R'
- 234" x 12" x 112"
- INSTALL ON TOP
OF FELT
DRIP EDGE - RAKE
- STYLE 'R'
- 234" x 12" x 112"
- INSTALL ON TOP
OF FELT
DRIP EDGE - RAKE
- STYLE 'R'
- 234" x 12" x 112"
- INSTALL ON TOP
OF FELT
DRIP EDGE - RAKE
- STYLE 'R'
- 234" x 12" x 112"
- INSTALL ON TOP
OF FELT
DRIP EDGE - RAKE
- STYLE 'R'
- 234" x 12" x 112"
- INSTALL ON TOP
OF FELT
DRIP EDGE - RAKE
- STYLE 'R'
- 234" x 12" x 112"
- INSTALL ON TOP
OF FELT
DRIP EDGE - RAKE
- STYLE 'R'
- 234" x 12" x 112"
- INSTALL ON TOP
OF FELT
09
WS-F1
04
WS-V1
09
WS-V1
04
WS-F1 WILLIAM L. KAUFH O L Z
ARCHITECTOVERBROOK FARMSREASON FOR PLOT:PLOT DATE:Job No.
Sheet No.INHOMESITE NO.OFFICE REVIEW:MASTER BY:DATE:CDATE:3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO:DATE:PERMIT:SIGN-OFF:CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:2/25/2021 10:58 AM#OBF011000000VIJAYALAKSHMI CUTTAMANCHI3965 BEAR CREEK WAYCLAY46-430-CLAY FRENCH MANOR WITH BRICKCARMEL, IN10005/2017JP------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:----KIRANKUMAR MANUBOLU SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLCWS-B3