HomeMy WebLinkAboutLSP011520000_PERMIT.pdf
D4.0 and up Standard Hardipanel Details Fischer Homes designs and builds housing as set forth by the format and provisions of the 2005 Indiana Residential Code. All construction shall
comply w/said code as well as local governing codes and /or regulations. Any non-conforming documents discovered by the contractor or his agents shall be called to the attention of the
Architectural Services of Fischer Homes. 2. Handrails shall have a height of 34" (to match pitched guardrail height) measured vertically from the nosing of the tread and shall be provided
at least one side of the stairway of four or more risers. All required handrails shall be continuous the full length of the stairs except on landings. Two or more separate rails shall
be considered continuous if the termination of the rails occurs over a single tread and within 4" of each other. Ends shall be returned or shall terminate in newel posts or safety terminals.
If transitioning between a wall-mounted handrail and a guardrail/handrail, the wall mounted rail must return into the wall. The hand grip portion shall have either a circular cross section
with a diameter of 1-1/4" minimum to 2-7/8" maximum. Other handrail shapes that provide an equivalent grasping surface are permissible. Edges shall have a minimum radius of 1/8 inch.
Handrails projecting from a wall shall have a space of not less than 1-1/2" between the handrail and the wall and/or the bottom railing plate. Porches, balconies or raised floor surfaces
located more than 30" above the floor or grade below shall have guardrails of 36" in height. Open side of stairs with a total rise of more than 30" above the floor or grade below shall
have pitched guardrails of not less than 34" in height measured vertically from the nosing of the treads. Horizontal spacing between the vertical members in required guardrails shall
be less than four inches at the nearest point between the members. All dryer vents to be 4. vented to exterior. Windows as emergency egress (sleeping areas) shall be minimum net clear
opening of 5.7 square feet. The minimum net clear opening height dimensions shall be 22 inches and the minimum net clear opening width shall be 20 inches. The sill height shall not be
more than 44 inches above floor. Emergency egress openings shall be operational from the inside of the room without the use of keys, tools or special knowledge. Exception: Grade floor
windows may have a minimum net clear opening of 5.0 square feet. At least one smoke alarm shall be installed in the following locations: (a) In the living area remote from the kitchen
and cooking appliances. Smoke alarms located within 20 feet horizontally of a cooking appliance must incorporate a temporary silencing feature or be photoelectric type. (b) In each room
designed for sleeping. (c) On the ceiling of the upper level near the top or above each stairway, other than a basement stairway, in any multistory dwelling. The alarm shall be located
so that smoke rising in the stairway cannot be prevented from reaching the alarm by an intervening door or obstruction. (d) On the basement ceiling near the stairway. All detectors shall
be approved and listed and shall be installed in accordance with the manufacturer's instructions. 9. 8. Concrete anchors shall be "G90" galvanized 'Simpson MAS' mudsill anchors. Anchors
are to be embedded in poured-in-place concrete walls and spaced at 60"o/c (maximum), 12" (maximum) from corners and a minimum of two per plate. Floor plates and sills to be shimmed level.
7. Building foundations are designed based on an assumed soil bearing capacity of 2000 P.S.F., except for bearing below sonatube piers -assume 3000 P.S.F. Additional engineering is required
if soil bearing capacity is less than 2000 P.S.F. 11. JOIST 2 x 8 SIZE SPACING MAXIMUM SPAN (o/c) FLOOR SPAN TABLE APA Rated Sturdi-Floor Panels MAXIMUM SPAN Non -APA Rated Sturdi-Floor
Panels 2 x 8 2 x 10 2 x 10 2 x 10 2 x 10 2 x 10 2 x 12 2 x 12 2 x 12 2 x 12 2 x 12 12" 16" 12" 16" 19.2" 19.2"/38.4"* 24" 12" 16" 19.2" 19.2"/38.4"* 24" * Single joists at 19.2" o/c,
double joists at 38.4" o/c. 16'-11" 15'-0" 20'-7" 17'-10" 16'-3" 18'-3" 14'-7" 16'-3" 24'-7" 21'-4" 19'-5" 21'-9" 17'-5" 19'-6" 14'-5" 15'-10" 13'-1" 14'-5" 18'-5" 20'-3" 16'-9" 18'-5"
15'-9" 17'-4" 14'-7" 16'-1" 22'-5" 24'-8" 20'-4" 22'-5" 19'-2" 21'-1" 17'-5" 19'-6" 18'-0" 19'-10" 40 psf L.L. 30 psf L.L. 40 psf L.L. 30 psf L.L. 21'-11" 24'-1" 18'-0" 21'-11" 18'-8"
16'-10" 23'-1" 20'-0" 27'-6" 23'-10" 19'-10" 24'-1" . Notches in solid lumber joists, rafters and beams shall not exceed one-sixth of the depth of the member, shall not be longer than
one-third of the depth of the member and shall not be located in the middle one-third of the span. Notches at the ends of the member shall not exceed one-fourth the depth of the member.
The tension side of members 4 inches or greater in nominal thickness shall not be notched except at the ends of the members. The diameter of holes bored or cut into members shall not
exceed one-third the depth of the member and shall not be located in the middle one-third of the span. Holes shall not be closer than 2 inches to the top or bottom of the member, or
to any other hole located in the member. Where the member is also notched, the hole shall not be closer than 2 inches to the notch. -See Table S-1 1. A landing is not required at the
top of an interior flight of stairs, provided a door does not swing over the stairs. The landing at the exterior doorway shall not be more than 8-1/4" below the top of the threshold,
provided that the door, other than an exterior storm or screen door, does not swing over the landing. 2. Where a stairway of two or fewer risers is located on the exterior side of an
exterior door, other than the required exit door, a landing is not required for the exterior side of the door. 3. All exterior walls shall be sheathed with .137" Thermo-Ply exterior
sheathing (blue), glued & nailed. Sheathing shall be glued at top and both sides and is to be nailed to studs at all (4) sides using 16 gauge 1" crown x 1-1/4" leg staples. Staples should
be spaced at 3" o/c at all panel edges and 3" o/c at intermediate supports. (NOTE: Glue is not required for code compliance.) 'Simpson' TWB12 or 'Simpson' TWB14 metal let-in bracing
shall be installed per construction documents. Bracing shall be let into the top and bottom plates and the intervening studs, placed at not more than 55° nor less than 45° from the horizontal
and attached to the framing in conformance with the manufacturer's specifications. 2. : When piping or ductwork is placed in or partly in an exterior wall or interior load-bearing wall,
necessitating cutting, drilling or notching of the top plate by more than 50 percent of its width, the plate shall be reinforced with a 24 gauge steel wall angle spanning the distance
between the adjacent studs. Exception: When the entire side of the wall with the notch or cut is covered by wood structural panel sheathing. 10. Glazing in Section R308.4, Item 6, in
walls perpendicular to the plane of the door in a closed position or where access through the door is to a closet, storage area, or bathroom. Glazing in these applications shall comply
with Section R308.4, Item 7. 4. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any part of a building wall enclosing
these compartments where the bottom exposed edge of the glazing is less than 60 inches above the drain inlet and 36 inches horizontally from the inside edge of the tub or compartment.
5. Glazing, in an individual fixed or operable panel adjacent to a door where the nearest vertical edge is within a 24-inch arc of the door in a closed position and whose bottom edge
is less than 60 inches above the floor or walking surface. 6. Glazing in an individual fixed or operable panel, other than those locations described in Items 5 and 6 above, that meets
of the following conditions: 7. 7.1 Exposed area of an individual pane greater than 9 square feet. 7.2 Bottom edge less than 18 inches above the floor. 7.3 Top edge greater than 36 inches
above the floor. 7.4 One or more walking surfaces within 36 inches horizontally of the glazing. All glazing in railings regardless of an area or height above a walking surface. Included
are structural baluster panels and nonstructural in-fill panels. 8. Glazing in walls and fences enclosing indoor and outdoor swimming pools, hot tubs and spas where the bottom edge of
the glazing is less than 60 inches above a walking surface and within 60 inches horizontally of the water's edge. This shall apply to single glazing and all panes in multiple glazing.
9. Glazing adjacent to stairways, landings and ramps within 36 inches horizontally of a walking surface when the exposed surface of the glass is less than 60 inches above the plane of
the adjacent walking surface. 10. Glazing adjacent to stairways within 60 inches horizontally of the bottom tread of a stairway in any direction when the exposed surface of the glass
is less than 60 inches above the nose of the tread. 11. Exception: The following products, materials and uses are exempt from the above hazardous locations: 1. Decorative glass in Items
1, 6 or 7. Glazing in Section R308.4, Item 6, when there is an intervening wall or other permanent barrier between the door and the glazing. 2. Glazing in Section R308.4, Item 6, in
walls perpendicular to the plane of the door in a closed position or where access through the door is to a closet or storage area 3 feet or less in depth. Glazing in these applications
shall comply with Section R308.4, Item 7. 3. Glazing in Section R308.4, Items 7 and 10, when a protective bar is installed on the accessible side(s) of the glazing 36 inches ; 2 inches
above the floor. The bar shall be capable of withstanding a horizontal load of 50 pounds per linear foot without contacting the glass and be a minimum of 1-1/2 inches in height. 4. 5.
Mirrors and other glass panels mounted or hung on a surface that provides a continuous backing support. 6. Safety glazing in Section R308.4, Items 10 and 11 is not required where: The
side of a stairway, landing or ramp has a guardrail or handrail, including balusters or in-fill panels, complying with the provisions of the Ohio Building Code, and 6.1 6.2 The plane
of the glass is greater than 18 inches from the railing. 4. The bottom of all footings shall extend to frost line (32" minimum). CONDITION -REFER TO PLANS FOR SIZE -8" x 4" x 1/2" 8"
x 4" x 1/2" 7" x 4" x 3/8" 6" x 3 1/2" x 3/8" 8" x 4" x 1/2" 7" x 4" x 3/8" 6" x 3 1/2" x 3/8" 5" x 3 1/2" x 5/16" 7" x 4" x 3/8" 6" x 4" x 3/8" 5" x 3 1/2" x 5/16" 3 1/2" x 3 1/2" x
1/4" 16'-1" -18'-0" 16'-1" -18'-0" 14'-1" -16'-0" 12'-1" -14'-0" 10'-1" -12'-0" 6'-1" -10'-0" 2'-6" -6'-0" 25" -32" 17" -24" 9" -16" 0" -8" > 32" 6" 6" 6" > 32" 6" 6" 6" 17" -32" 9"
-16" 0" -8" ALL 6" 6" 6" 6" ALL ALL ALL 6" 6" 4" TWO STORY BRICK CONDITION CLEAR SPAN ANGLE SIZE BRICK HEIGHT BEARING REMARKS Nominal Actual d/6 d/4 d/3 .25w .40w .60w Table S-1 GENERAL
NOTES STRUCTURAL NOTES -Cont'd. All electrical installation shall meet the requirement of the current National Electrical Code. All material and equipment shall bear the label or approval
of the Underwriters Laboratories. 1. All mechanical, electrical and plumbing work shall comply with state and national codes, as well as, local governing codes and/or ordinances. 2.
DOORS 1. : (Unless otherwise noted on plans) Frame all interior 6'-8" Non Load-Bearing Door and Bi-Pass Door Header Heights at 83 1/4" off subfloor at hardwood, ceramic and carpet materials.
A. B. Frame all interior 6'-8" Non Load-Bearing Door and Bi-Pass Door Header Heights at 82 3/4" off subfloor at vinyl materials. C. Frame all interior 6'-8" Load-Bearing Door Header
Heights at 82 3/4" off subfloor at all floor materials. Frame all interior 8'-0" Non Load-Bearing Door and Bi-Pass Door Header Heights at 99 1/4" off subfloor at hardwood, ceramic and
carpet materials. D. E. Frame all interior 8'-0" Non Load-Bearing Door and Bi-Pass Door Header Heights at 98 3/4" off subfloor at vinyl materials. F. Frame all interior 8'-0" Load-Bearing
Door Header Heights at 88 3/4" off subfloor at all floor materials. 2. : (Unless otherwise noted on plans) WINDOWS 1. : (Unless otherwise noted on plans) Rough Openings are noted on
the exterior Elevations and Floor Plans as the window description. : -a window described as a 3056 has a rough opening of 3'-0" x 5'-6" -a window described as a 4440 has a rough opening
of 4'-4" x 4'-0" A. B. Frame all Window Header Heights at 81 1/4" off subfloor at all floor materials for 8'-1" wall height. (Unless otherwise noted on plans) : 4050, 4440, 5040, 6040
slider windows and larger, 3052, 3056, 3450 single hung windows and larger meet egress requirements. 2. C. All specialty window rough openings will be noted on the Architectural Floor
Plans. AIR INFILTRATION NOTES 1. Contractor shall install poly sill sealer between all sill plates and top of foundation wall of all living areas. 2. Contractors shall glue and seal
plates at floor, window, and door perimeter/door thresholds during construction. 3. All sheathing penetrations during construction shall be patched and repaired according to manufacturer's
specifications. SHEET INDEX The attached plans and specifications are the sole property of Fischer Management Incorporated. Fischer Homes expressly reserves it's copyright and other
property rights in these plans and drawings. These plans and drawings are not to be reproduced or copied in any form or manner. Any unauthorized use of these plans without the written
consent of Fischer Homes is prohibited. 1. 3. These plans are not to be scaled for construction purposes. Dimension lines and notes supersede all scale reference. These plans are subject
to modification as necessary to meet code requirements and/or to facilitate mechanical /electrical /plumbing installation and/or to incorporate design improvements. Any intention to
modify these plans must be approved in writing by the Director of Architecture. 4. The contractor shall verify all dimensions and information in these contract documents. The contractor
shall survey the project and become familiar with existing conditions, and scope of work including but not limited to building, site and soil bearing conditions. If scope of work and
construction documents are in conflict, the contractor shall immediately contact the appropriate superintendent for direction and/or clarification. 5. Any errors, omissions, or inconsistencies
in these contract documents and the actual site or construction conditions shall be brought to the attention of Fischer Homes Architectural Services. 6. 7. Floor and floor framing plan
dimensions are to outside face of wood framing. Exterior walls are 3-1/2 inches thick unless noted otherwise. 20. Glazed areas in hazardous locations shall be tempered: Hazardous locations.
The following shall be considered specific hazardous locations for the purposes of glazing: 1. Glazing in swinging doors except jalousies. 2. Glazing in fixed and sliding panels of sliding
door assemblies and panels in sliding and bifold closet door assemblies. 3. Glazing in storm doors. There shall be a floor or a minimum 3 foot by 3 foot landing on each side of each
exterior door. The floor or landing shall not be more than 1-1/2 inches lower than the top of the threshold. Exceptions: 19. Wood burning fireplace chimneys shall extend at least two
feet higher than any portion of the building within ten feet, but shall not be less than three feet above the point where the chimney passes through the roof. 10. The garage shall be
separated from the residence and its attic area by not less than 1/2-inch gypsum board applied to the garage side. Garages beneath habitable rooms shall be separated from all habitable
rooms above by not less than 5/8-inch Type X gypsum board or equivalent. Where the separation is a floor-ceiling assembly, the structure supporting the separation shall also be protected
by not less than 1/2-inch gypsum board or equivalent. -Refer to Floor Plans for specific information. 11. Maintain 2" clearance between chimney and combustibles. Fireblocking must be
done at all floor and ceiling lines with approved non-combustible material. 12. Fire blocking shall be provided to cut off all concealed draft openings (both vertical and horizontal)
and to form an effective fire barrier between stories, and between a top story and the roof space. Fire blocking shall be provided in wood-frame construction in the following locations:
13. 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs; as follows: 1.1 Vertically at the ceiling and floor levels.
1.2 Horizontally at intervals not exceeding 10 feet. 2. At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings.
In concealed spaces between stair stringers at the top and bottom of the run. Enclosed accessible space under stairs shall have walls, under stair surface and any soffits protected on
the enclosed side with 1/2-inch gypsum board. 3. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage
of of flame and products of combustion. 4. 5. Chimneys and fireplaces. 14. Openings between garage and residence shall be equipped with 20 minute fire rated insulated hollow metal doors,
2'-6"min door width. 15. Prefabricated Fireplaces shall be installed according to the manufacturer's specifications. Aluminum gutters and downspouts shall be provided as required to
provide water flow away from immediate building perimeter. For open valley lined with metal, the valley lining shall be at least 24-inches wide. 16. Provide an attic access framed opening
of 22" x 30" minimum to any attic space with a 30" minimum clear height and to attics greater than 30 square feet. 17. 1. 2. Concrete work shall have the following specified compressive
strength at 28 days PSI. A. All concrete footing and column pads: B. Basement slabs and interior slabs on grade, except garage slabs: All basement walls, foundation walls, exterior walls
and other vertical concrete work exposed to weather: C. D. All garage floor slabs: E. All exterior flatwork and steps: * Exterior concrete flatwork subject to freezing and thawing shall
be required to be air entrained. Total air content shall not be less than 5% or more than 7%. 4000 PSI * 3500 PSI * 3000 PSI * 3000 PSI * 2500 PSI Perimeter insulation on grade slab
condition (walk-out condition only) shall be 1" x 24" rigid (R = 5.0) and to be installed by the concrete subcontractor. Refer to construction documents for any additional county/city
requirements. 5. 6. Interior perimeter foundation drain shall be installed with 3" drain tile at 6'-0" o/c through concrete footing. 8. Sump Pump to be installed as required and located
at builder's discretion. Concrete formwork to be adequately tied and braced. Forms are not to be stripped nor backfill placed against the wall until the wall has sufficient strength
or has been braced to prevent damage by the backfill. 9. Exterior foundation walls of concrete construction enclosing basements shall be dampproofed by applying a coat of approved bituminous
material to the wall from the footing to the finish grade at the recommended rate. In areas where a high water table or other severe soil-water conditions are known to exist, exterior
foundation walls enclosing habitable or storage space shall be waterproofed. -Refer to Foundation Plan for specific dampproofing /waterproofing requirements. 10. A 6 mil polyethylene
or approved vapor barrier with joints lapped not less than 6 inches shall be placed between the concrete floor slab and the base course or the prepared subgrade where no base course
exists. Exception: The vapor barrier may be omitted: 12. A. From garages, utility buildings and other unheated accessory structures. B. From driveways, walks, patios and other flatwork
not likely to be enclosed and heated at a later date. C. Where approved by the Building Official, based on local site conditions The minimum grade and allowable stresses for structural
members are: A. Repetitive member uses: Studs = SPF stud grade or better Joists = SYP #1 Rafters (2x4 and 2x6) = SPF #3 Rafters (2x8 and larger) = SYP #1 B. Microlam LVL's: Fb = 2600
Fv = 285 E = 1.9 x 10 Fc = 750 C. Steel Beams: Yield stress values of Fy = 50 ksi 3. 4. Design Live Loads are: Balconies (Exterior) Decks 40 lbs/sf 60 lbs/sf Dwelling units (except sleeping
rooms) 40 lbs/sf (10 lbs/sf -Dead Load) Sleeping rooms 30 lbs/sf (10 lbs/sf -Dead Load) Stairs 40 lbs/sf Roof Snow Load 20 lbs/sf (min.) -Roof Pitch > 3 in 12 Wind Pressure @90 mph,
3 second gust, exposure B (75 mph fastest mile) 16.5 lbs/sf Truss Design Load: Live Design Load 25 lbs/sf Total Design Load 42 lbs/sf Trusses shall be connected to wall plates by the
use of approved connectors having a resistance to uplift of not less than 175 pounds and shall be installed in accordance with the manufacturer's specifications: (1) Simpson Strong Tie
(H2.5A): 480 lbs/connector Combination or multiple usage of elements may be used to meet the minimum uplift requirements. Rafters w/Slopes Greater Than 3:12 with no Finished Ceiling
Attached to Rafters L/180 Interior Walls and Partitions L/180 Floors and Plastered Ceilings L/360 Exterior walls -wind loads with brittle finishes L/240 Exterior walls -wind loads with
flexible finishes L/120 All Other Structural Members L/240 8. The following is offered: 5/8" tongue and groove OSB (Oriented Strand Board), glued and nailed per APA rated STURDI-FLOOR
specifications. 5. (The following are standard unless otherwise noted): A. Use 2x12 rafters @all insulated spaces B. All rafters to be spaced at 24" o/c unless noted otherwise on construction
documents C. All rafter slopes to be greater than 3:12 All multiple 2 x headers and multiple LVL beams to be fastened together at top and bottom into each adjacent member with minimum
(2) rows of 16d nails @12 inches o/c, staggered, unless noted otherwise. 6. All wood beams with steel flitch plates are to be bolted together with 1/2" Ø bolts at 12 inches o/c, staggered
top and bottom with two bolts at each end unless otherwise noted. 7. : Any stud in an exterior wall or bearing partition may be cut or notched to a depth not exceeding 25 percent of
its width. Studs in nonbearing partitions may be notched to a depth not to exceed 40 percent of a single stud width. Any stud may be bored or drilled, provided that the diameter of the
resulting hole is no greater than 40 percent of the stud width, the edge of the hole is no closer than 5/8-inch to the edge of the stud, and the hole is not located in the same section
as a cut or notch. -See Table S-1 Exception: 9. A stud may be bored to a diameter not exceeding 60 percent of its width, provided that such studs located in exterior walls or bearing
partitions are doubled and that not more than two successive doubled studs are bored. 1. 2. Approved stud shoes may be used when installed in accordance with the manufacturer's recommedation.
11. : Structural floor members shall not be cut, bored or notched in excess of the limitations specified in this section. 12. No holes or notches are allowed in beams without written
approval of Fischer Homes Architectural Services. 4" 3 1/2" 5/8" 7/8" 1 1/8" 7/8" 1 3/8" 2 1/8" 6" 5 1/2" 7/8" 1 3/8" 1 7/8" 1 3/8" 2 1/4" 3 1/4" 8" 7 1/4" 1 1/4" 1 7/8" 2 3/8" 1 3/8"
2 7/8" 4 3/8" 10" 9 1/4" 1 1/2" 2 3/8" 3 1/8" 12" 11 1/4" 1 7/8" 2 7/8" 3 3/4" All trusses are stamped and certified by a registered engineer and shall meet TPI manufacturer minimum
requirements. Truss bracing shall be installed per manufacturer's specifications. 13. 14. No cutting, notching or modifications shall be made to any trusses without the approval of Fischer
Homes Architectural Services. All wood columns to be anchored to concrete with corrosion resistant engineered composite plastic stand-off. For column bases, use Simpson CPS6, composite
plastic post base (or equal) nailed to pressure treated column. Standoffs anchored to porch slab with 1/2" diameter anchor or expansion bolt embedded into concrete and extended into
wood post. 15. All interior lumber in contact with concrete shall be borate treated and shall use galvanized connectors. All exterior exterior lumber (lumber exposed to weather) shall
be ACQ (Alkaline Copper Quat) treated and shall use "ZMAX" coated connectors. 16. 17. Steel lintels supporting masonry veneer are as follows: Brick veneer (where indicated on plans)
is to have 22 gauge (minimum) corrugated, galvanized steel wall ties at 16" o/c horizontal and 24" o/c vertical (9 courses). Each wall tie to support a maximum of 2 2/3 sq. ft. of brick.
Provide continuous base flashing with weep holes at 24" o/c maximum. Additional brick ties shall be provided around all wall openings greater than 16" in either direction. Brick ties
around the perimeter of openings shall be spaced not more than 3 feet o/c and placed within 12 inches of the wall opening. 18. Basement floor slabs shall be minimum 3-1/2 inches thick
concrete with control joints spaced at intervals not more than 30'-0" in each direction. Control joints align with beam and column center lines. 3. Interior partitions shall be 2x4 stud
construction with 1/2" gypsum board, unless otherwise noted. Load -Bearing walls shall have stud placement 16" or 19.2" o/c (see floor plans) and double top plates. Non Load -Bearing
partitions shall be 24" o/c maximum -except for all tub shower walls and kitchen walls where upper cabinets are located shall be constructed at 16" o/c. Moisture resistant gypsum board
shall be provided at all tub/shower areas and concrete backer board at all full height shower bath areas with smooth, hard and non-absorbent, or otherwise noted on floor plans, finishes.
Ceramic tile within the immediate shower and bath areas shall extend 6'-0" above finish floor. 1. SHEET No. CONTENTS A1.0 and up A2.0 and up A3.0 and up A4.0 and up A5.0 and up A6.0
and up FP1 and up D1.0 D2.0 Exterior Elevations and Details Foundation Plan and Details Floor Plan(s) and Details Electrical /Trim Plan(s) and Details Floor Joist Layout(s) and Details
Building /Stair Sections and Standard Fireplace Sections and Typical Door Details Typical Window Details at Siding Details SHEET No. CONTENTS D2.1 Typical Window Details at Masonry Details
D3.0 Typical Window Interior Trim D3.1 Typical Window Interior Trim Details WS-1 Standard Wall Sections WS-2 Standard Wall Sections /Details GN General Notes Sheet Elevations WB1 Typical
Wall Bracing Details Guardrails and Handrails (Concentrated load) 200 lbs/sf Non-BEARING STUDS JOISTS and RAFTERS BEARING STUDS ALLOWABLE NOTCH AND BORED HOLE DIMENSIONS FOUNDATION &
FOOTING NOTES STRUCTURAL NOTES . Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members or I-joists are prohibited except where permitted
by the manufacturer's recommendations or where the effects of such alterations are specifically considered in the design of the member by a registered design professional. The following
information describes Fischer Homes minimum energy package. Refer to the actual construction documents for additional state requirements. 1. : R-38 Blown Wool or Fiberglass Insulation
with baffles every truss space. 2. : 4. : R-13 Batt Insulation with Kraft face vapor barrier to warm side. 5. : R-13 Batt Insulation with Kraft face vapor barrier to warm side. 6. 8.
: R-19 Batt Insulation vapor barrier up -face stapled. 7. : R-19 Batt Insulation vapor barrier to warm side. INSULATION NOTES 3. : If Interior Slope is 5/12 or less: 4' long R-30 Batt
Insulation with Kraft face vapor barrier down -face stapled (max. 500 sqft.) and R-38 Blown Wool or Fiberglass Insulation for the rest of the ceiling. A. If Interior Slope is greater
than 5/12: 8' long R-30 Batt Insulation with Kraft face vapor barrier down -face stapled (max. 500 sqft.) and R-38 Blown Wool or Fiberglass Insulation for the rest of the ceiling. B.
A. 2x12 Rafters: R-38HD Batt Insulation with Kraft face vapor barrier down -face stapled. B. 2x10 Rafters: R-30HD Batt Insulation with Kraft face vapor barrier down -face stapled. C.
2x8 Rafters: R-21HD Batt Insulation with Kraft face vapor barrier down -face stapled. : R-5 Rigid Insulation, 2'-0" deep, at areas where grade covers 30" or less of of the Foundation
Wall above the T/Basement Slab. 10 psf D.L. 10 psf D.L. UP to 6'-11" MAXIMUM SPAN @24"
o/c MAXIMUM RAFTER SPAN TABLE -LIGHT ROOF COVERING SIZE RAFTER ATTACHED 25 psf L.L. WITH DRYWALL CEILING MAXIMUM SPAN @24" o/c ATTACHED 25 psf L.L. 2 x 4 UP to 7'-1" 2 x 6 UP to 7'-10"
UP to 7'-10" 2 x 8 UP to 15'-9" UP to 15'-9" 2 x 10 UP to 18'-9" UP to 18'-9" 2 x 12 UP to 22'-4" UP to 22'-4" WITH CEILING : P&L stands for Panel & Lite entry door system. * Rough Openings
include a 1x4 Treated Sill Plate, which is added to the threshold of all doors. EXTERIOR DOOR ROUGH OPENING and MASONRY/CONCRETE OPENING CHART ** Masonry /Concrete Openings are measured
from the top of footing. They include a 1x4 treated Sill Plate, which is added to the threshold of all doors and a 1" weather lip in the concrete slab. DOOR SIZE and DESCRIPTION R.O.
Dimensions* M.O. Dimensions** 2'-8" x 6'-8" Single Door (Swing-In) 34 1/2" x 83 1/4" 37 1/2" x 87 3/4" 3'-0" x 6'-8" Single Door (Swing-In) 38 1/2" x 83 1/4" 41 1/2" x 87 3/44" 4'-8"
x 6'-8" P&L Frame (3'-0" Door w/(2) 10" Sidelites) 61 1/2" x 83 1/4" 64 1/2" x 87 3/4" 4'-0" x 6'-8" P&L Frame (3'-0" Door w/(1) 12" Sidelite) 52" x 83 1/4" 55" x 87 3/4" 5'-0" x 6'-8"
P&L Frame (3'-0" Door w/(2) 12" Sidelites) 65 1/2" x 83 1/4" 68 1/2" x 87 3/4" 4'-2" x 6'-8" P&L Frame (3'-0" Door w/(1) 14" Sidelite) 54" x 83 1/4" 57" x 87 3/4" 5'-4" x 6'-8" P&L Frame
(3'-0" Door w/(2) 14" Sidelites) 69 1/2" x 83 1/4" 72 1/2" x 87 3/4" 5'-0" Hinged Patio Door (Swing-In) 60 1/2" x 80 3/4" 63 1/2" x 85 3/4" 72 1/2" x 80 3/4" 75 1/2" x 85 3/4" 89 5/8"
x 80 3/4" 92 5/8" x 85 3/4" 95 5/8" x 80 3/4" 98 5/8" x 85 3/4" 6'-8"h. Doors w/12" Transom above (width) x 95 1/4" n/a 6'-8"h. Doors w/24" Transom above (width) x 107 1/4" n/a 6'-8"h.
Doors w/36" Transom above (width) x 119 1/4" n/a 5'-0" Sliding Glass Door (Vinyl) 60" x 80" 63" x 84 1/2" 6'-0" Sliding Glass Door (Vinyl) 72" x 80" 75" x 84 1/2" Sliding Glass Door
w/12" Transom above (width) x 92" n/a 107 5/8" x 80 3/4" 110 5/8" x 85 3/4" Patio Door w/1212" Transom above (width) x 92 3/4" n/a 2'-6" Fire-Rated Door -20 Minute (Swing-In) n/a 2'-8"
Fire-Rated Door -20 Minute (Swing-In) 34 1/2" x 83 1/4" n/a 6'-0" Hinged Patio Door (Swing-In) 7'-6" Hinged Patio Door (Swing-In) 8'-0" Hinged Patio Door (Swing-In) 9'-0" Hinged Patio
Door (Swing-In) Frame all exterior Door Header Heights* at 83 1/4" off subfloor at all floor materials. Exception: Sliding Glass Door Header Heights to be 80" off subfloor at all floor
materials and Fire-Rated Door Header Heights to be 83 1/4" off subfloor at all floor materials. A. 32 1/2" x 83 1/4" 4'-2" x 8'-0" P&L Frame (3'-0" Door w/(1) 14" Sidelite) 54" x 99
1/4" n/a 5'-4" x 8'-0" P&L Frame (3'-0" Door w/(2) 14" Sidelites) 69 1/2" x 99 1/4" n/a 6'-8"h. Doors w/Elliptical Transom above (width) x 99" n/a 6'-8"h. Doors w/Half-Round Transom
above (width) x 118" n/a 8'-0"h. Doors w/Elliptical Transom above (width) x 115" n/a 8'-0"h. Doors w/Half-Round Transom above (width) x 134" n/a 8'-0"h. Doors w/12" Transom above (width)
x 111 1/44" n/a 3'-10" x 6'-8" P&L Frame (3'-0" Door w/(1) 10" Sidelite) 50" x 83 1/4" 53" x 87 3/4" 6'-8"h. Doors w/42" Transom above (width) x 125 1/4" n/a 6'-8"h. Doors w/18" Transom
above (width) x 101 1/4" n/a Joist to Sill or Girder, 3 -8d (2 1/2" x 0.113") toe nail Table 602.3(1) -FASTENER SCHEDULE FOR STRUCTURAL MEMBERS Sole Plate to Joist or 16d (3 1/2" x 0.135")
Blocking, face nail 16" o.c. Sole Plate to Joist or 3 -16d (3 1/2" x 0.135") Blocking at Braced Wall Panels Top or Sole Plate to 2 -16d (3 1/2" x 0.135") Stud, end nail 3 -8d (2 1/2"
x 0.113") or 2 -16d (3 1/2" x 0.135") Stud to Sole Plate, toe nail Double Studs, face nail 10d (3" x 0.128") Double Top Plates, 10d (3" x 0.128") face nail Rim Joist to Top Plate, 8d
(2 1/2" x 0.113") toe nail Top Plates, Laps at 2 -10d (3" x 0.128") Corners and Intersections, face nail Continued Header, 16d (3 1/2" x 0.135") two pieces Continuous Header to Stud,
toe nail For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 0.447 m/s; 1 ksi = 6.895 MPa. SPACING of FASTENERS NUMBER and TYPE of FASTENER DESCRIPTION of BUILDING ELEMENTS
a,b,c 16" o.c. 24" o.c. 24" o.c. Double Top Plates, min. 8 -16d (3 1/2" x 0.135") 24-inch Offset of End Joists, face nail in lapped area 6" o.c. 16" o.c. along each edge 4 -8d (2 1/2"
x 0.113") Rafter to Plate, toe nail 2 -16d (3 1/2" x 0.135") Built-up Corner Studs 10d (3" x 0.128") 24" o.c. Built-up Girders and 10d (3" x 0.128") Beams, 2-inch lumber layers Nail
each layer as follows: 32" o.c. at top & bottom, staggered. Two nails at ends & at each splice. 4 -16d (3 1/2" x 0.135") 3 -16d (3 1/2" x 0.135") Roof Rafters to Ridge, Valley or Hip
Rafters: toe nail face nail Rafter Ties to Rafters, 3 -8d (2 1/2" x 0.113") face nail 3 -10d (3" x 0.128") Collar Ties to Rafter, face nail (or) 1 1/4" x 20 gage ridge strap Blocking
between Joists 3 -8d (2 1/2" x 0.113") or Rafters to Top Plate, toe nail a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing
and sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of 0.192 inch (20d common nail), 90 ksi for shank diameters larger than
0.142 inch but not larger than 0.177 inch, and 100 ksi for shank diameters of 0.142 inch or less. b. Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width. c.
Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. d. Four-foot-by-8-foot or 4-foot-by-9-foot panels shall be applied vertically.
e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). f. For regions having basic wind speed of 110 mph or greater, 8d deformed (2 1/2" x 0.120") nails
shall be used for attaching plywood and wood structural panel roof sheathing to framing within minimum 48-inch distance from gable end walls, if mean roof height is more than 25 feet,
up to 35 feet maximum. g. For regions having basic wind speed of 110 mph or less, nails for attaching wood structural panel roof roof sheathing to gable end wall framing shall be spaced
6 inches on center. When basic wind speed is greater than 100 mph, nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for minimum 48-inch
distance from ridges, eaves and gable end walls; and 4 inches on center to gable end wall framing. h. Gypsum sheathing shall conform to ASTM C 79 and shall be installed in accordance
with GA 253. Fiberboard sheathing shall conform to ASTM C 208. i. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required
blocking and at all floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking. Blocking of roof
or floor sheathing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be supported by framing
members or solid blocking. SPACING of of FASTENERS NUMBER and TYPE of FASTENER DESCRIPTION of BUILDING ELEMENTS a,b,c SPACING of FASTENERS DESCRIPTION of FASTENER DESCRIPTION of BUILDING
MATERIALS b,c,e Edges (inches)i Intermediate Supports (inches) c,e 6d common (2" x 0.113") nail (subfloor, wall) 8d common (2 1/2" x 0.131") nail (roof) 1/2" and less f 6 12Subfloor,
Roof & Wall g Sheathing to Framing Structural Laminated Sheathing h .137" 16 gauge 1" crown x 1 1/4" leg staples 3 3 6d deformed (2" x 0.120") nail or 8d common (2 1/2" x 0.131") nail
3/4" and less 6 12 Combination Subfloor Underlayment to Framing 8d common (2 1/2" x 0.131") nail or 8d deformed (2 1/2" x 0.120") nail 7/8" and 1" 6 12 10d common (3" x 0.148") nail
or 8d deformed (2 1/2" x 0.120") nail 1 1/8" -1 1/4" 6 12 Staple 16 ga. 1 3/4" 3 6 4. 1st & 2nd Floor Windows 0.33 Basement Slider Windows Basement Hopper Windows U-factor = SHGC = 0.30
U-factor = 0.32 SHGC = U-factor = 0.31 SHGC = 0.42 0.37 Lot shall be provided with adequate positive drainage away from foundation walls. The grade away from foundation walls shall fall
a minimum of 6 inches within the first 10 feet. G. Frame Bi-Pass Door widths to dimensions labled. H. Frame interior Single Swing Door and Double Swing Door widths to 2" wider than door
size. I. Frame interior Double Swing Door w/T-Astragal widths to 3" wider than total door size. 18. Interior stairways shall have a minimum 6'-8" (finish to finish) headroom, 8-1/4"
maximum riser height and 9" minimum tread length. The minimum clear width of a stairway shall be 36". Refer to plans for exact dimensions. Open risers shall be permitted, provided that
the opening between treads does not permit the passage of a 4" diameter sphere. 3. All baths to have exhaust fans, min. 50 cfm, vented to exterior. : 4040, 5030, 6030 slider windows
and larger, 2856, 3049, 3449 double hung windows and larger meet egress requirements. 3. Vinyl Windows U-factor = 0.32 SHGC = 0.29 U-factor = n/a SHGC = U-factor = n/a SHGC = n/a n/a
Vinyl-Clad Windows REASON FOR PLOT: PLOT DATE: Job No. Sheet No.IN NEW RESIDENCE FOR: HOMESITE NO. C FISCHER SINGLE FAMILY HOMES II, LLC. 6602 EAST 75TH STREET. SUITE 400 INDIANAPOLIS,
IN 46250 PH 317.348.2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc. HOME TYPE: PLAN NO. EXTERIOR: 11/16/2010 2:08 PM LSP-152 MARKET HOME 13965
TWIN LAKES CIRCLE EAST ANDOVER F744 CMLAKESIDE PARK CARMEL, INDIANA 152 06/2010 TJE 2009 859-344-7006 11-5-10 CHRIS VOELKER FOUNDERS COLLECTION GN
9'-0" 1138"T/1st FLR. SUBFLR. T/FDN. WALL LEFT SIDE EXTERIOR 02 REAR EXTERIOR 03 RIGHT SIDE EXTERIOR 04 SCALE: SCALE: SCALE: 1/8" = 1'-0" T/FOOTING 1/8" = 1'-0" 1/8" = 1'-0" T/FOOTING
978" 9'-1" 8'-1" T/2nd FLR. SUBFLR. T/2nd FLR. DBL. TOP T/1st FLR. DBL. TOP T/2nd FLR. DBL. TOP 3056 3056 1x8 RAKE BOARD -EXTEND 10" FROM SHEATHING HORIZONTAL SIDING HORIZONTAL SIDING
1x8 RAKE BOARD HORIZONTAL SIDING FIBERGLASS /ASPHALT SHINGLES 1/2" x 12" HARDBOARD FRIEZE -w/ALUMINUM GUTTER 1x8 GUTTER BOARD -w/BARGE MOULD & DOWNSPOUTS -TRIM TO T/WINDOWS 1x8 RAKE
BOARD -EXTEND 10" FROM SHEATHING HORIZONTAL SIDING 1x8 WINDOW SURROUND -SEE DTL's. 04, 05 & 06/D2.0 -w/METAL FLASHING 1x4 CORNER TRIM FIBERGLASS /ASPHALT SHINGLES 1/2" x 12" HARDBOARD
FRIEZE -w/ALUMINUM GUTTER 1x8 GUTTER BOARD -w/BARGE MOULD & DOWNSPOUTS -TRIM TO T/WINDOWS 1x8 RAKE BOARD HORIZONTAL SIDING 1x4 CORNER TRIM BRICK SILL -SLOPE 1" EGRESS EGRESS 4440 1x10
WINDOW TRIM -SIM. TO DTL. 05/D2.0 -SIM. TO DTL. 05/D2.0 1x8 WINDOW TRIM 3'-0" GARAGE FOUNDATION WALL 10'-10'-0" RIDGE VENT 12 6 12 6 12 6 4'-10"± GUTTER RETURN 12 3.5 40'-0" RIDGE VENT
1112" CANT. 1x4 CORNER TRIM METAL FLASHING 1x4 CORNER TRIM HARDIPANEL -SMOOTH FINISH -SEE DTL. 12/D4.0 BRICK VENEER BRICK VENEER -EXTEND 10" FROM SHEATHING -EXTEND 10" FROM SHEATHING
(2) 9'-0"w. x 7'-0"h. OH GARAGE DOORS DS HARDIPANEL -SMOOTH FINISH 2'-7" HARDI RETURN 5'-6" FLR. LINE 2860 2860 TEMP B134 T2812CL 3060 5060P 3060 3030P 3030P 5056P METAL FLASHING 12
6 9'-0" 1138"T/1st FLR. SUBFLR. T/FDN. WALL 978" 9'-1" 8'-1" T/2nd FLR. SUBFLR. T/1st FLR. DBL. TOP 1x4 CORNER TRIM 3'-0" GARAGE FOUNDATION WALL BRICK VENEER B194 DS A/C 3'-0" GARAGE
FOUNDATION WALL 44010P 4440 TEMP 6016P 214"h. x 5"d. LIMESTONE SILL -SLOPE 14" MIN. -PROJECT BOTTOM 1" 1x8 BAND BOARD -w/METAL FLASHING -w/METAL DRIP FLASHING 2212" 39" 67 12" 39" 69
34" 50 34" -PROJECT BOTTOM 1" 1x4 CORNER TRIM 5'-6" 5040 2060 2212" 2060 METAL FLASHING 8'-1" T/TANDUM GARAGE DBL. TOP 1x8 RAKE BOARD -EXTEND 10" FROM WALL SHEATHING NOTE: PROVIDE 2x10
BLOCKING FOR CANTILEVERED TRUSS OVER BRICK -SEE DTL. 06/WS1 214"h. x 5"d. LIMESTONE SILL -SLOPE 14" MIN. -PROJECT BOTTOM 1" 1x8 BAND BOARD -w/METAL FLASHING -w/METAL DRIP FLASHING NOTE:
PROVIDE 2x10 BLOCKING FOR CANTILEVERED TRUSS OVER BRICK -SEE DTL. 06/WS1 512" 512" 512" 10" 10" 1x4 TRIM SURROUND 10'-0" RIDGE VENT STEEL LINTEL -SEE GENERAL NOTES FOR SIZE, LENGTH,
& BRG. RQMT's STEEL LINTEL -SEE GENERAL NOTES FOR SIZE, LENGTH, & BRG. RQMT's 4016P 05 01 SCALE: 1/4" = 1'-0" BLSS450IPG BLSS450IPG BLS4124IPG T5412IPG LOW-'E' GLAZING NOTE: ALL 1st
& 2nd FLOOR WINDOWS and BASEMENT HOPPER & SLIDER WINDOWS TO HAVE LOW-'E' GLAZING 1. ALL GLASS IN DOORS, SIDELITES & TRANSOMS TO HAVE LOW-'E' GLAZING 2. EXCEPTIONS: -LEADED GLASS DOORS,
SIDELITES & TRANSOMS -WINDOWS w/STAINED GLASS OVERLAYS -PATIO DOORS w/INTEGRAL BLINDS 2" FACTORY APPLIED BRICKMOULD NOTE: AROUND FRONT WINDOWS ONLY. * EXCEPT AS NOTED!! NOTE: PROVIDE
STUD DIRECTLY BEHIND PANEL JOINT, 'H' STRIP CONNECTOR or BATTEN, INCLUDING ALL GABLE LOCATIONS, TYPICAL 06 07 08 09 10 11 12 13 FRONT EXTERIOR 'CRAFTSMAN' 9'-0" 9'-1" 97 8'-1" 113 8"
8" T/FDN. WALL T/1st FLR. SUBFLR. T/2nd FLR. SUBFLR. T/FOOTING T/2nd FLR. DBL. TOP T/1st FLR. DBL. TOP 40'-0" RIDGE VENT 3060 3060 3060 3052 EGRESS 3052 EGRESS 3056 EGRESS 3056 EGRESS
3056 EGRESS 512" 12 10 NO BRICKMOULD NO BRICKMOULD FIBERGLASS /ASPHALT SHINGLES 1x8 GUTTER BOARD -w/ALUMINUM GUTTER & DOWNSPOUTS 1/2" x 12" HARDBOARD FRIEZE -w/BARGE MOULD -TRIM TO T/WINDOW
1x6 w/1x CAP -EXTEND 1x CAP 1" BEYOND 1x6 -SEE DTL. 12/A1.0 1x6 CORNER TRIM 'T' TYPE METAL BRACING @COMMON WALL BEYOND -TYPICAL 1x8 TRIM BOARD -HOLD FLUSH w/PORCH GUTTER BOARD 4512"
4212" 4512" 512" 12 10 12 10 512" 6'-0" 1'-2" 12'-0" 6'-0" 6'-812" 4'-0" 5" 512" 3'-112" 6'-812" 4'-0" 5" 512" 3'-112" 4'-0" 4'-0" 4'-0" 4'-0" 3'-0" 4'-0" 3'-0" 4'-0" 3'-0" 2'-8" 3'-101
4'-0" 4'-0" 2" 3'-312" 3'-312" 4'-0" 2'-0" TYP. 2'-0" TYP. 2'-0" 1'-2" TYP. 5'-738" 11'-234" 5'-738" 1x8 RAKE BOARD -EXTEND 10" FROM SHEATHING 1x8 GABLE FRIEZE -w/HARDIPANEL BACK-UP
-w/BARGE MOULD 1x6 TRIM GABLE BRACKET -HOLD OUT OUT TO BACK SIDE OF RAKE BOARD -w/1x2 BATTENS @24" o.c. HARDIPANEL -SMOOTH FINISH -HOLD 1" OFF T/SHINGLES -SEE DTL. 02/D4.0 METAL FLASHING
-SEE DTL. 07/D4.1 14" x 63" J4 FOUR BOARD BOARD-n-BATTEN SHUTTERS -SEE DTL. 09/A1.0 FOR BLK'G. HARDIPANEL -SMOOTH FINISH -SEE DTL. 12/D4.0 -w/METAL FLASHING -SIM. TO DTL. 11/D4.0 1/2"
x 12" HARDBOARD FRIEZE -w/BRICK LADDER -w/BARGE MOULD -# DTLB6x6x9.25 'FYPON' DENTIL BLOCK -INSTALL @24" o.c. BRICK VENEER 3'-612" 11'-2" 12 10 10" 2'-534" 2'-534" 14 FIBERGLASS /ASPHALT
SHINGLES 1/2" x 12" HARDBOARD FRIEZE -w/BARGE MOULD -TRIM TO T/WINDOW 1x8 RAKE BOARD -EXTEND 8" FROM SHEATHING 1x8 GABLE FRIEZE -w/HARDIPANEL BACK-UP -w/BARGE MOULD 1x6 TRIM GABLE BRACKET
-HOLD OUT TO BACK SIDE OF RAKE BOARD HARDIPANEL -SMOOTH FINISH 'FYPON' WINDOW CROSSHEAD -# WCHARS89x17 1x8 GUTTER BOARD -w/ALUMINUM GUTTER & DOWNSPOUTS METAL FLASHING -SEE DTL. 07/D4.1
-w/METAL FLASHING 1x6 WINDOW TRIM -TRIM TO MATCH WIDTH OF CROSSHEAD -SEE DTL. 08/D4.0 1x4 w/1x CAP -EXTEND 1x CAP 1" BEYOND 1x6 -SEE DTL. 12/A1.0 1x6 CORNER TRIM -SEE DTL. 12/D4.0 1x8
WINDOW TRIM -SIM. TO DTL. 08/D4.0 1x12 ARCHED PORCH FRIEZE BOARD -SEE DTL. 10/A1.0 1x4 WINDOW TRIM SURROUND -SEE DTL's. 04/D2.1 & 05/D2.1 1x8 WINDOW TRIM -SIM. TO DTL. 05/D2.1 4"h. x
5"w. LIMESTONE SILL -SLOPE 1/4" MIN. -PROJECT BOTTOM 1" BRICK VENEER DOOR THRESHOLD -SEE DTL. 06/D1.0 PORCH BOX COLUMN -SEE DTL. 14/A1.0 1x8 RAKE BOARD -EXTEND 16" FROM SHEATHING 1x8
GABLE FRIEZE -w/HARDIPANEL BACK-UP -w/BARGE MOULD HARDIPANEL -SMOOTH FINISH 1x2 BATTEN TRIM 1x8 TRIM BOARD GUTTER BOARD -w/METAL FLASHING -SIM. TO DTL. 11/D4.0 -HOLD FLUSH w/PORCH SHINGLED
BOX RETURN -SIM. TO DTL. 13/A1.0 SHINGLED BOX RETURN -SEE TO DTL. 13/A1.0 3060 3060 3060 4512" 1x4 WINDOW TRIM SURROUND -SEE DTL's. 04/D2.1 & 05/D2.1 1x8 WINDOW TRIM -SIM. TO DTL. 05/D2.1
4"h. x 5"w. LIMESTONE SILL -SLOPE 1/4" MIN. -PROJECT BOTTOM 1" 451421 2" 2" NO BRICKMOULD 512" 9'-0"w. x 7'-0"h. OH GARAGE DOOR 10'-03 8'-1" 8" 978" T/FDN. WALL T/2nd FLR. SUBFLR. 3'-0"
T/GARAGE FOOTING T/2nd FLR. DBL. TOP T/GARAGE /1st FLR. DBL. TOP 5'-6" 1/2" x 12" HARDBOARD FRIEZE -w/BRICK LADDER -w/BARGE MOULD -TRIM TO MATCH PORCH FRIEZE -TRIM TO T/WINDOW HT 9'-038"
T/TANDUM GARAGE DBL. TOP HARDIPANEL -SMOOTH FINISH 10" SQUARE FOOTAGE 1ST FLOOR: 2ND FLOOR: S.F BASEMENT: (INSIDE OF FOUNDATION) GARAGE: S.F S.F S.F 1440 1899 1351 738 1x4 SURROUND REASON
FOR PLOT: PLOT DATE: Job No. Sheet No.IN NEW RESIDENCE FOR: HOMESITE NO. C FISCHER SINGLE FAMILY HOMES II, LLC. 6602 EAST 75TH STREET. SUITE 400 INDIANAPOLIS, IN 46250 PH 317.348.2500
FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc. HOME TYPE: PLAN NO. EXTERIOR: 11/16/2010 2:08 PM LSP-152 MARKET HOME 13965 TWIN LAKES CIRCLE EAST
ANDOVER F744 CMLAKESIDE PARK CARMEL, INDIANA 152 06/2010 TJE 2009 859-344-7006 11-5-10 CHRIS VOELKER FOUNDERS COLLECTION A1.0
02 03 05 04 06 07 FOUNDATION WATER-PROOFING NOTES: 1. AN APPROVED WATERPROOFING MEMBRANE IS REQUIRED FOR EXTERIOR FOUNDATION WALLS THAT ENCLOSE THE BASEMENT AREA & SHALL EXTEND FROM
TOP OF THE FOOTING TO THE FINISHED GRADE. 2. JOINTS IN THE MEMBRANE SHALL BE LAPPED & SEALED WITH AN ADHESIVE COMPATIBLE WITH THE WATERPROOFING MEMBRANE. TION OF THE RADON EXHAUST PIPE
IN THE HVAC CHASE AREA. 4. PLUMBER AND HVAC SUBCONTRACTOR TO COORDINATE THE INSTALLAMATERIAL. ALL PUNCTURES OR TEARS IN MATERIALS SHALL BE SEALED CLOSELY AROUND ANY PIPE, WIRE, OR OTHER
PENETRATIONS OF THE SHALL BE PLACED ON TOP OF THE GRAVEL. THE SHEETING SHALL FIT ABOVE THE SURFACE OF THE ROOF IN A LOCATION 10 FEET AWAY FROM ALLY INTO THE SUB-SLAB AGGREGATE AND THROUGH
THE SHEETING THROUGH THE BUILDING FLOORS AND TERMINATE AT LEAST 12 INCHES ANY WINDOW OR OTHER OPENINGS INTO THE CONDITIONED SPACES OF OF VERTICAL DISTANCE WHERE THE VENT PASSES THROUGH
THE ATTIC IN ADDITION, FISCHER HOMES WILL PROVIDE APPROXIMATELY 6 FEET BEFORE THE SLAB IS POURED. THE PIPE SHALL BE EXTENDED UP THE BUILDING THAT IS LESS THAN 2 FEET BELOW THE EXHAUST
POINT. 3. A 3 INCH DIAMETER PVC PLUMBING TEE SHALL BE EMBEDDED VERTIC-1. A UNIFORM LAYER OF CLEAN AGGREGATE AT A MINIMUM OF 4 INCHES THE FOLLOWING ITEMS ARE TO BE INSTALLED AS PART OF
FISCHER HOMES 2. A 6 MIL POLYETHYLENE OR EQUIVALENT FLEXIBLE SHEETING MATERIAL UNDER THE CONCRETE SLAB. OR COVERED WITH ADDITIONAL SHEETING. FOR POSSIBLE INSTALLATION OF A FUTURE EXHAUST
FAN. RADON REDUCTION SYSTEM: NOTE: ALL FITTINGS ARE TO GLUED AND SECURED AS NEEDED. FISCHER HOMES RADON REDUCTION SYSTEM NOTES: FOUNDATION GENERAL NOTES: 1. PROVIDE CONTROL JOINTS IN
SLAB @ALL BEAM AND COLUMN 's -AND AS NOTED 2. USE 6 MIL POLY VAPOR BARRIER UNDER BASEMENT SLAB 3. USE PRESSURE-TREATED LUMBER @ALL PLACES OF CONTACT w/CONCRETE : 4. (2) #4 STEEL RE-INFORCEMENT
BARS IN THE TOP AND BOTTOM OF FOUNDATION WALL AND (2) #4 "REBARS" IN FOOTING * UPGRADE INSULATION TO R-19 IN CEILING * UPGRADE INSULATION TO R-13 AT GARAGE WALLS * DRYWALL & TEXTURE
ENTIRE ENTIRE GARAGE vs. INCLUDED FINISH ENERGY EFFICIENT PACKAGE NOTES: OPTION FOR 3-CAR GARAGE FOUNDATION WALL NOTES: BASEMENT FOUNDATION WALLS BASEMENT FOUNDATION WALLS ARE TO BE
10"thk., 9'-0"h. OFF T/FOOTING. FOOTINGS TO BE 20"w. GARAGE FOUNDATION WALLS GARAGE FOUNDATION WALLS TO BE 8"thk., 3'-0"h. OFF T/FOOTING. FOOTINGS TO BE 18"w. T O SW I T C H A B OV E
UNEXCAVATED INCL. FD ELEC WH 10" BASEMENT 10'-7" TO STEEL COLUMN 13'-0" 10" TO STEEL COLUMN 10" 10" CONCRETE FOOTINGS FOUNDATION /FOOTING PLAN 01 SCALE: 1/4" = 1'-0" 14'-512" 3'-10"
TO FLR DRAIN -BOTH WAYS -MIN. 2" COVER -SEE DTL. 04/A2.0, 05/A2.0 #4 RE-BAR @36" o.c. 2" 2" 2'-3" 1'-10" 32"w. x 15"h. HOPPER WINDOW HOLD T/WDW TO T/FDN. WALL 32"w. x 15"h. HOPPER WINDOW
HOLD T/WDW TO T/FDN. WALL 4" x 8" x 818"d. BEAM POCKET VERTICAL CONTROL JOINT -SEE DETAIL 02/A2.0 4" x 8" x 818"d. BEAM POCKET W8 x 18 STEEL BEAM 4" Ø STEEL COLUMN 36" x 36" x 15" THICK
C.I.P. CONCRETE COLUMN FOOTING -HOLD T/FT'G. DOWN 3 12" FROM T/SLAB 3" Ø PVC RADON REDUCTION PIPE -SEE DTL. 03/A2.0 FOUNDATION WALLS 13'-814" TO STEEL BEAM /COLUMN 10" 18'-11110" 2"
7'-5" 110V SMOKE DETECTOR HANDRAIL 13'-634" TO STEEL BEAM /COLUMN 8'-2" TO STEEL COLUMN 10" CANT. 3'-412" -ONE SIDE (3) JACK STUDS 5'-3" 3'-612" TO NOSING 4'-6" 3'-3" TO NOSING7'-012"
16'-1012" TO STEEL COLUMN 3'-412" 4" x 8" x 8 18"d. BEAM POCKET 4" Ø STEEL COLUMN 39" x 39" x 15" THICK C.I.P. CONCRETE COLUMN FT'G -HOLD T/FT'G. DOWN 312" FROM T/SLAB 39" x 39" x 15"
THICK C.I.P. CONCRETE COLUMN FT'G -HOLD T/FT'G. DOWN 312" FROM T/SLAB 4" Ø STEEL COLUMN W8 x 24 STEEL BEAM VERTICAL CONTROL JOINT -SEE DTL. 02/A2.0 HIGH-EFF. 2'-4" GAS FURNACE RAILING
2'-6" 3'-1" TO NOSING 13'-1" UP CARPET CONC. CPT. 6'-6" 24" x 24" x 12"d. FT'G. -HOLD T/FT'G. DOWN 312" 1'-6" 13'-812" TO TOILET ROUGH-IN 2'-4" 30" VANITY ROUGH-IN FULL BATH 10'-938"
TO SHOWER ROUGH-IN 3'-0" 4'-6" 6" 5'-0" 3'-0" 8" x 20" C.I.P. 10" 10" 10" C.I.P. CONCRETE 11'-612" TO STEEL BEAM /COLUMN 17'-9" -STUBBED OUT & LOOPED DOWN 3 1/2" FROM T/FDN. WALL #4
RE-BAR LINE OF PORCH ABOVE 24'-5" " 2'-10" 12'-3" 40'-512" 49'-012" OVERALL 2'-10" WALL 2'-0" HAUNCH HOLD T/WALL & HAUNCH 6'-71 8" 8'-6" 8" 6'-73 4" 8" 4" 8" 21'-2"18'-11" SLOPE 3" FROM
REAR TO FRONT w/1" FALL IN THE LAST 12" @THE GARAGE DOOR 8" 1'-712" FOR SLAB POUR-THRU HOLD T/FDN. WALL DOWN 18" -SEE DTL. 05/A2.0 ISOLATE SLAB FROM PIER 9'-0" 1'-4" 9'-0" -SEE DTL.
04/A2.0 FOR SLAB SUPPORT FROM REAR TO FRONT 2x4 NOTCH SLOPED 3" & SLOPE TO O.H. DOORS DOWN 4" FROM T/FDN. HOLD T/GARAGE SLAB 19'-0" 8" 46'-9" OVERALL 22'-4" 46'-212" OVERALL 60'-9" OVERALL
46'-1" 14'-8" 22'-9" INTAKE & EXHAUST A/C 14'-0" 3'-0" 9'-0" 2'-0" SLOPE 3" FROM REAR TO FRONT w/1" FALL IN THE LAST 12" @THE GARAGE DOOR UNEXCAVATED -BOTH WAYS -MIN. 2" COVER -SEE DTL.
04/A2.0, 05/A2.0 #4 RE-BAR @36" o.c. -SEE DTL. 04/A2.0 FOR SLAB SUPPORT FROM REAR TO FRONT 2x4 NOTCH SLOPED 3" & SLOPE TO O.H. DOORS DOWN 4" FROM T/FDN. HOLD T/GARAGE SLAB FOR SLAB POUR-THRU
HOLD T/FDN. WALL DOWN 18" -SEE DTL. 05/A2.0 8" 8" 8" 3'-9" 3'-6319'-21 4" 4" MO: 37 1/2"w. x 12"d. GARAGE SERVICE DOOR ABV ABV 5'-3" 16'-2" 10" 11'-812" 1'-712" 15'-10" TO FLOOR DRAIN
1'-512" 2'-6" 2'-0" ROUGH-IN WET BAR 7'-1014" 3'-518" 4'-1018" 22'-434" BASIN EJECTOR SUMP PUMP PROVIDE OUTLET FOR NOTE!! PUMP SUMP 5040 SL HOLD T/WDW 1'-10" FROM T/FDN. WALL 6'-4" WINDOW
WELL w/DRAIN 8" h. BRICK CURB -SEE DTL 06/A2.0 8" h. BRICK CURB w/#4 REBAR @18" O.C. -SEE DTL 07/A2.0 8" h. BRICK CURB -w/#4 REBAR @18" O.C. -SEE DTL 07/A2.0 8" h. BRICK CURB -SEE DTL
06/A2.0 REASON FOR PLOT: PLOT DATE: Job No. Sheet No.IN NEW RESIDENCE FOR: HOMESITE NO. C FISCHER SINGLE FAMILY HOMES II, LLC. 6602 EAST 75TH STREET. SUITE 400 INDIANAPOLIS, IN 46250
PH 317.348.2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc. HOME TYPE: PLAN NO. EXTERIOR: 11/16/2010 2:08 PM LSP-152 MARKET HOME 13965 TWIN LAKES
CIRCLE EAST ANDOVER F744 CMLAKESIDE PARK CARMEL, INDIANA 152 06/2010 TJE 2009 859-344-7006 11-5-10 CHRIS VOELKER FOUNDERS COLLECTION A2.0
FLOOR PLAN NOTE: 1. EXTERIOR WALLS SHALL BE FRAMED @16" o.c. 2. INTERIOR WALLS SHADED AS INDICATES INTERIOR LOAD BEARING WALL TO BE FRAMED @19.2" o.c. -ALIGN JOISTS w/STUDS. 3. INTERIOR
WALLS SHADED AS INDICATES INTERIOR LOAD BEARING and/or NON LOAD BEARING WALLS TO BE FRAMED @24" o.c. -EXCEPT AREAS THAT ARE TO BE FRAMED @16" o.c. PER FISCHER HOMES SCOPES & STANDARDS.
GARAGE DRYWALL NOTE: ALL GARAGE WALLS, CEILING, BEAMS, COLUMNS THAT SUPPORT FLOOR-CEILING ASSEMBLY ABOVE TO HAVE 12"DRYWALL (FINISHED). CEILING TO BE 58" TYPE "X" FIRECODE DRYWALL BELOW
HABITABLE SPACES. UP CARPET HDWD. CPT. 2 1 HB PLUMBER'S NOTE! PROVIDE ROUGH-IN FOR ICE MAKER HDWD. VNL. HANDRAIL ART NICHE -SEE DTL. FIRST FLOOR PLAN 01 SCALE: 1/4" = 1'-0" 2'-6" 2'-6"
2'-4" 20-MIN. 2'-4" 3'-61 6'-8" 2" 1'-312" 131 2'-0" 3'-63 4" 4" 3'-114" 3'-612" 21'-0" 21'-3" 10'-9" TO STEEL BEAM 10'-6" TO STEEL BEAM 1'-712" 19'-712" 7" 1'-7" 5151 6'-9" 2" 6'-81
2" 2" 7" 1'-7" 3'-7" 2'-6" 1312" 1'-9" 2'-0" 45° FOYER HARDWOOD DINING ROOM HARDWOOD HALL NOTE: DBL 2x4 FRAME WALL CONSTRUCTION -STUDS @19.2" o.c. -ALIGN w/JOISTS -INTERIOR NON-BEARING
WALL FOR HVAC/PLUMBING -EXTERIOR BEARING WALL FOR INSULATION RADON PIPE DROP CL'G. ONLY AS NECESSARY FOR HVAC & PLUMBING ABOVE -SEE DTL. 06/A5.0 NOTE: CARPET WOOD RAILING (2) 2x6 JACK
STUDS 312" 13'-3" 11'-612" 11" 19'-812" 4'-6" 3'-612" TO NOSING 4'-6" 3'-3" TO NOSING 5'-1112'-3" 11" 2" OPENING 7'-012" 1'-814" 3'-412" BREAKFAST HARDWOOD FAMILY ROOM CARPET 26'-0"
NOTE: NO HEADER 36"h. WOOD GUARDRAIL 6'-612" FRAME DIM. 4440 2'-0" 6'-10" 4'-2" 2'-2" 2'-312" 11'-114" 4'-134" 1'-1114" 2'-6" KITCHEN 1'-6" 11" DN LG/SM SINK REF. SPACE 13'-1012" VINYL
3'-412" HARDWOOD SET GARAGE WALL HEIGHT @10'-0 3/8" ABV. T/FDN. WALL HARDWOOD POWDER TWO-CAR GARAGE HARDWOOD DW24 6'-1" 3'-412" 6'-1" 6'-616'-5" 2" 30" COOKTOP WALL OVEN 3'-9" TO NOSING
03/A3.0 6" 7" CARPET 7" (3) JS HB TRIPLE WINDOW HEADER NOTE: USE SINGLE 2x12 AS HEADER w/(1) JACK STUD @EACH SIDE OF EACH WINDOW -SEE DTL. 0 6 /A 6 . 0 FOR BLOCKING INFO. 21'-7" 3'-0"
3'-7" 3'-7" 2'-2'-0" 11'-712" 1'-8" 25'-2"w. x 5'-0"d. PORCH 41'-812" DIMENSIONS ARE FRAME TO FRAME 39'-812" 45'-512" DIMENSIONS ARE FRAME TO FRAME 60'-0" DIMENSIONS ARE FRAME TO FRAME
24'-5" 3'-7" 8'-1" 5'-7" BLS4124IPG w/T5412IPG ABOVE 3060 3060 3060 BLSS450IPG(14") (4) JACK STUDS LINE OF 2nd FLOOR ABOVE 3'-1158" FRAME DIM. 1114" 1'-2" 13'-014" 1'-2" 7'-1134" 1'-2"
518" 618" 3'-3" 7'-217'-21 3'-7" 3'-7" 2" 2" 9'-0"w. x 7'-0"h. OH GARAGE DOOR 9'-0"w. x 7'-0"h. OH GARAGE DOOR 2'-101 9'-0" 1'-4" 9'-0" 1'-3" 2" 2 1 3060 3060 NOTE: SET T/GARAGE WINDOWS
@8'-8 5/8" ABV. T/FDN. WALL BEAM POCKETS @EACH END -w/10 1/4"h. x 4 1/2"w. JACK STUDS @EACH END W10x 19 STEEL BEAM w/(3) 2x4 BEAM NOTE: 19'-812" 3060 TRIPLE WINDOW HEADER NOTE: USE SINGLE
2x12 AS HEADER w/(1) JACK STUD @EACH SIDE OF EACH WINDOW -SEE DTL. 0 6 /A 6 . 0 FOR BLOCKING INFO. (2) 13 4" x 14" LVL's (SEE PLAN FOR JACK STUDS) (5) JACK STUDS (2) JACK STUDS 1'-2"
11'-712" 6 1 8'-1112" 3'-112" B134 2860 TEMP 2860 T2812CL ABOVE 3'-10" 3'-3" 5 1 DOUBLE WINDOW HEADER NOTE: USE DOUBLE 2x12 AS HEADER w/(2) JACK STUDS @EACH SIDE OF EACH WINDOW 4'-814"
4'-814'-71 4" 2" 4'-712" 3060 5060P 3060 60'-0" DIMENSIONS ARE FRAME TO FRAME 3'-214" 22'-0" 23'-512" 13'-11" 18'-934" 2'-8" B194 2 1 NOTE: 9'-0"w. x 7'-0"h. OH GARAGE DOOR SET GARAGE
WALL HEIGHT @9'-0 3/8" ABV. T/FDN. WALL 3rd-CAR GARAGE 5 1 3'-9" 14'-0" 1'-713'-41 2" 2" 9'-0" AP 2'-0" 'NOVUS' # NDV4236I GAS DIRECT VENT FIREPLACE -RO: 42"w. x 35"h. -SEE DTL's. 1-6
& 7c SHEET FP1 6'-11" 1'-714'-53 2" 1'-71 4" 2" 4'-534" 1'-712" 11'-812" 5'-3" 16'-2" HDWD. CPT. 13'-712" 4'-2" 11'-412" 14'-334" 13'-4" 4'-2" STUDY 9'-512" 2060 2060 3'-7" 11'-412"
18'-234" 2'-6" 2'-6" 2'-113 8" (2) 2x4 JACK STUDS (3) 2x10's AS FLUSH BEAM ABOVE FLUSH BEAM NOTE: 15'-612" 9'-2" FRENCH DOORS w/12" TRANSOM ABOVE 1'-2" 1'-2" 1'-2" VSB36 19'-1151 2"
2" 18'-712" 2x6 BALLOON FRAME WALL 1'-412" PLTFRM. FRAME 4'-8"x16" 2x4 CERAMIC FRAMER'S NOTE: FRAME WALL UNDER PLANT LEDGE TO 9'-1078"h. 10" 1" 8" LINE OF PLANT LEDGE ABOVE TILE HEARTH
16'x12' CONCRETE PATIO FROSTED NOTE: FIREPLACE MANTEL@16" o.c. FRAME WALL ABOVE FOR FUTURE FLAT PANEL TV 3'x3' CONC. PAD 1 1 1 1 ROOF TRUSSES PRE-ENGINEERED @24" o.c. -ABV. ROOF TRUSSES
PRE-ENGINEERED @24" o.c. -ABV. BLSS450IPG(14") FRAME WALLS AT 8'-1" A.F.F. 4016P 1 1 3'-7" 2'-312" 03 1 1 8 3 2 1 3 2 4 3 5 1 6 1 7 2 8 3 9 1 101 112 123 131 141 152 163 171 181 192
203 211 221 232 243 PLAN NOTES: DOOR and WINDOW ROUGH OPENING NOTES: * 9'-1" 1st FLOOR PLATE HEIGHT /8'-1" 2nd FLOOR PLATE HEIGHT. * ASSUME THE FOLLOWING FOR ALL FRAME OPENINGS, UNLESS
SPECIFICALLY NOTED OTHERWISE ON THE PLANS: -FRAME ALL 1st FLOOR WINDOW HEADERS AT 93 14" OFF SUBFLOOR -FRAME ALL 2nd FLOOR WINDOW HEADERS AT 81 14" OFF SUBFLOOR. -FRAME ALL 1st FLOOR
EXTERIOR BEARING DOOR (w/12" TRANSOM) HEADERS AT 95 14" OFF SUBFLOOR FOR FLOOR MATERIALS. -FRAME ALL EXTERIOR BEARING DOOR HEADERS AT 83 14" OFF SUBFLOOR FOR FLOOR MATERIALS. -FRAME
ALL INTERIOR BEARING DOOR HEADERS AT 82 34" OFF SUBFLOOR FOR FLOOR MATERIALS. -FRAME ALL INTERIOR NON-LOAD BEARING DOOR and BI-PASS DOOR DOOR HEADERS AT 82 34" OFF SUBFLOOR FOR FLOOR
MATERIALS. -FRAME ALL INTERIOR NON-LOAD BEARING DOOR and BI-PASS DOOR HEADERS AT 83 14" OFF SUBFLOOR FOR , AND FLOOR MATERIALS. -FRAME ALL OTHER 1st FLOOR ROOM OPENING HEADERS AT 93
14" OFF SUBFLOOR FOR FLOOR MATERIALS. -FRAME BI-PASS DOOR WIDTHS TO DIMENSIONS LABLED. -FRAME INTERIOR SINGLE SWING and DOUBLE SWING DOORS TO 2" WIDER THAN DOOR SIZE NOTED. -FRAME INTERIOR
DOUBLE SWING DOORS w/T-ASTRAGAL TO 3" WIDER THAN TOTAL DOOR SIZE NOTED. LEGEND -STRUCTURAL HEADERS and BEAMS: (1) 2x12 Header (2) 2x12 Header (2) 2x12 Header -w/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 : Bold number identifies header type, small number in upper corner identifies # of jack studs on each side of header /beam. -No. of
jack studs will vary -refer to plan. No. of Jack Studs, ea. side Header Type AP SYMBOLS LEGEND: * ALL DIMENSIONS ARE FRAME TO FRAME UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS.
* ALL STUD WALLS TO BE 3 12" UNLESS NOTED OTHERWISE. -DENOTES SOLID BLOCKING TO BEARING -DENOTES 22" x 32" ATTIC ACCESS PANEL. 05 06 NOTE: STERLING 'ACCLAIM' BATH/SHOWER SYSTEM CURVE
WALL SURROUND -SEE DTL. FOR FRAMING CENTERLINES 05/A3.0 DN CARPET AP TRIPLE WINDOW HEADER NOTE: USE SINGLE 2x12 AS HEADER w/(1) JACK STUD @EACH SIDE OF EACH WINDOW -SEE DTL. 0 6 /A 6
. 0 FOR BLOCKING INFO. E CPT. TILE CPT. TILE CARPET BEDROOM 3 CERAMIC TILE HALL BATH BEDROOM 2 CARPET SECOND FLOOR PLAN 02 SCALE: 1/4" = 1'-0" VBB36D 10'-1112" 12'-012" 3'-3" 51 5'-0"
2" 512" 2'-6" 2'-4" 2'-6" 6'-312" 3'-43 8" 3'-614" 3'-338" 2'-312" 2'-5122" 2'-512" 1'-812" 1'-43 4" 1'-93 4" 3'-212" 2'-4"1'-73 4" 2'-4" 1'-73 4" 3'-212" 2'-4" 3'-312" 2'-4" 3'-1113'-15
2" 3'-23 2'-4" 8" 8" 4'-0" 4'-0" 1'-1112" 4'-712" RADON PIPE CARPET 13'-4" BEDROOM CARPET WIC 46'-0" DIMENSIONS ARE FRAME TO FRAME 11'-612" 3056 EGRESS 26'-0" MASTER MASTER BATH CERAMIC
TILE CARPET 2'-6" 2'-4" 1'-6" 3056 EGRESS 5'-1" 4'-312" CARPET HALL 8'-11" 3'-1112" 2'-312" 13'-1012" 7'-012" 3'-612" TO NOSING 1'-31 6'-9" 6'-2" 2" 19'-816'-111 18'-2" 2" 2" 3'-1" 1'-812"
6'-512" TO NOSING 1'-712" 2'-0" 512" 5'-1" 1'-1112" 3'-10" DRESSING CERAMIC TILE 45° VBB36DBH UCD2421 VBB36DBH 2'-4" MIRRORED DOOR 1'-812" 3'-3" TO NOSING 3'-412" 3'-412" 512" 36"h.
WOOD GUARDRAIL WIC CARPET WIC CARPET WOOD RAILING 1 1 1 1 1 1 DOUBLE WINDOW HEADER NOTE: USE SINGLE 2x12 AS HEADER w/(1) JACK STUD @EACH SIDE OF EACH WINDOW 9'-712" 46'-0" DIMENSIONS
ARE FRAME TO FRAME 24'-5" 21'-7" 3'-913'-91 7'-0" 2" 15'-51 2" 5'-41 3'-7" 2" 2" 3'-4" 13'-112" 15'-312" 13'-0" 11'-612" 43'-012" DIMENSIONS ARE FRAME TO FRAME 39'-812" " 43'-012" DIMENSIONS
ARE FRAME TO FRAME 7'-0" 41'-812" 1'-4" CANT. 3056 EGRESS 3056 EGRESS 3056 EGRESS 3052 EGRESS 3052 EGRESS 7'-812" 1112" 111 2'-4" 2" GIRDER TRUSS ABOVE (4) JACK STUDS (4) JACK STUDS
412" 11'-912" 14'-1" 1 1 1 1 1 1 4'-814" 4'-712" 4'-814'-71 4" 2" 3030P 5056P 3030P FRAMER'S NOTE: SET T/3030P WDW's @11'-434" OFF T/1st FLR SUBFLR SET T/5056P WDW @13'-1034" OFF T/1st
FLR SUBFLR 6'-11" 6'-116'-11 4" 4" 312" LAUNDRY VINYL WASHER DRYER BEDROOM 4 2'-0" 2'-7" 6'-0" 2'-6" 2'-4" 2'-4" 9'-4" 1'-7" 5'-3" 3'-912" 2'-6" 1'-812" 2'-33 11'-9" 2'-31 4" 4" CPT.
VNL. 8'-012" 512" 22'-612" 19'-2" SET T/WDW. @7'-10" ABV. 2nd FLR SUBFLR 44010P VBB36D 1 1 4'-0" 3'-1" 11'-1112" 4'-10" 6'-8" 20'-812" NOTE: KOHLER WHIRLPOOL TUB -MODEL # K-1257 -1914"
HIGH PLATFORM -RO: 70" x 34" -CERAMIC TILE SURROUND -ACCESS PANEL 15"h x 20"w 19'-0" 2'-078" 4440 TEMP 3'-8" 11'-6" ARCHED OPN'G 10" 7" NOTE: 34" x 48" SHOWER PAN w/CERAMIC SURROUND
& 2-SIDED SHOWER ENCLOSURE & SHOWER DOOR -w/2-SIDED 17 14"h. PLTFRM FOOT LEDGE -SLOPE TILE 14" MIN. TO SHOWER FLOOR -SEE DTL. 06/A3.0 -w/CERAMIC SOAP DISH TILE CPT. 3'-218" 2'-5" 1'-6"
1'-6" DOUBLE DOOR 8" RAISED TRAY CEILING 2'-0" TRAY CL'G. 2'-0" TRAY CL'G. 2'-0" TRAY CL'G. 2'-0" TRAY CL'G. 6016P 2'-6" DOUBLE DOOR w/T-ASTRAGAL T 3'-0" 12'-112" 18'-712" 2x6 BALLOON
FRAME WALL 1'-412" PLTFRM. FRAME UPPER FAMILY ROOM 5'-212" 19'-1151 2" 2" FRAMER'S NOTE: FRAME WALL ABOVE PLANT LEDGE TO 7'-1 18"h. 11" 6'-1112" 11" 36"h. WOOD GUARDRAIL 12" 5'-512"
@31 1/2" 2'-7" PAD WALL OUT ABOVE BRICK RETURN 2'-314'-11" 2" 4'-11" 20"x15" ACCESS PANEL ROOF TRUSSES PRE-ENGINEERED @24" o.c. -ABV. NOTE: PROVIDE STUD DIRECTLY BEHIND PANEL JOINT,
'H' STRIP CONNECTOR or BATTEN, INCLUDING ALL GABLE LOCATIONS, TYPICAL REASON FOR PLOT: PLOT DATE: Job No. Sheet No.IN NEW RESIDENCE FOR: HOMESITE NO. C FISCHER SINGLE FAMILY HOMES II,
LLC. 6602 EAST 75TH STREET. SUITE 400 INDIANAPOLIS, IN 46250 PH 317.348.2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc. HOME TYPE: PLAN NO.
EXTERIOR: 11/16/2010 2:08 PM LSP-152 MARKET HOME 13965 TWIN LAKES CIRCLE EAST ANDOVER F744 CMLAKESIDE PARK CARMEL, INDIANA 152 06/2010 TJE 2009 859-344-7006 11-5-10 CHRIS VOELKER FOUNDERS
COLLECTION A3.0
LIGHT INSTALLATION BLOCKING FOR CEILING PROVIDE WIRING and NOTE: INTERIOR TRIM PACKAGE NOTE: INTERIOR WINDOW TRIM PACKAGE # DETAIL SHEETS D3.0 & D3.1 -REFER TO INTERIOR WINDOW TRIM INTERIOR
TRIM CASING: 3 2 1/4" Colonial 84 UP CARPET LIGHT INSTALLATION BLOCKING FOR CEILING PROVIDE WIRING and NOTE: 220v HB 100 T O S WIT C H A BOV E R DW D I SPRR RR TB PH1R FIRST FLOOR ELECTRICAL
/TRIM PLAN 01 SCALE: 1/4" = 1'-0" FOYER DINING ROOM WOOD RAILING BREAKFAST FAMILY ROOM HUNG FROM 2nd NOTE: FIXTURE FLR. CEILING 36"h. WOOD GUARDRAIL KITCHEN 2'-6" 2'-6" DN REF. SPACE
3BD27 B39 BD30D W1836 W2436 W391824 WD2442 W2436 W1542 W1542 W2436 6'-6" FINISH DIM. POWDER TWO-CAR GARAGE 5S 5S DW24 SB36 BC36 SPN W3024 4'-1" 7'-412" 4'-1" 5'-0" 5'-6" MIRROR: 33"
x 42" SIM. SIM. TURNED AV606 POST TURNED TURNED POST IN VALANCE PLACE OUTLET WDOP30 (2) W3030FF DOORS FIXED SHUT OF F684 6" VALANCE OUT OUTLET IN VALANCE 6" VALANCE OUT OF F684 WD2430
ON 412" TOE KICK WDOP30 B36S2FH UCD3318 POST MODEL # CUT-OUT ITEM DIMENSIONS BUILT-IN PACKAGE CUT-OUT NOTES: (NOTE: INSTALL PER MNFR'S SPEC'S) WHIRLPOOL 29 1/2" W. x 20 1/2" D. 28 1/2"
W. x 23 1/4" D. x 49 3/4" H. GJC30304S GBD309S (1) COOK TOP -30" CLEAN TOP (1) DBL. WALL OVEN OD3090 SB30 W1536 B30 W3042 B30 W1536 CARPETLIGHT O T BELOW HB DS 66 5'-9" 6'-11" A/C 3rd-CAR
GARAGE AP DS NOTE: ELECTRICIAN TO PROVIDE 110v POWER SUPPLY TO FIREPLACE NOTE: SWITCH MUST BE LOCATED MIN. 40" FROM CENTER OF FIREPLACE OPENING C STUDY VSB36 SWITCH TO (6) UNDERCABINET
LIGHTS SOLID SURFACE COUNTERTOP TO SUPPLY SUPPORTS FOR COUNTERTOP MANUFACTURER NOTE: T 46 TC NOTE: HOLD ADDITIONAL OUTLET AND PLASMA PREWIRE 20" ABOVE FIREPLACE MANTEL 4 1/4" CROWN MOULDING
4 1/4" CROWN MOULDING CHAIR RAIL & PANEL MOULDING -SEE DTL 01/A4.1 8'-214" 3'-0" 7'-914" 66 66 T O F A N /L I GHT A B OV E T O FA N/L I G H T A B OV E T O R EC . L IG HT S A BOV E R
R R R 3'-0" 5'-712" 3'-0" 2'-6" 8'-0" 2'-10" 4'-0" 3'-11" 8'-1" R R 2'-1" 12'-0" 6'-8" 8'-0" 13'-9" 2'-0" RR PP NOTE: POST LAMP ON PHOTO CELL ONLY -NO SWITCH R R 84 DN CARPET AP T O
S W W I T C H B E LOW T E 84 88 88 88 BEDROOM 3 HALL BATH BEDROOM 2 MIRROR: 69" x 42" PH TB SECOND FLOOR ELECTRICAL /TRIM PLAN 02 SCALE: 1/4" = 1'-0" VBB36D 1R 1R 1R 1R 2'-612" 1'-6"
1'-6" 3'-0" WIC BEDROOM MASTER MASTER BATH HALL PH 3'-614" 3'-1112" DRESSING MIRROR: 93" x 42" VBB36DBH UCD2421 VBB36DBH 36"h. WOOD GUARDRAIL WIC WIC 2R 1R 5S TB WOOD RAILING LAUNDRY
WASHER DRYER 1R 88 BEDROOM 4 1R VBB36D RR 3'-4" 4'-10" 3'-4" 1'-10" INSTALL S.D. IN CEILING T UPPER FAMILY ROOM 36"h. WOOD GUARDRAIL @31 1/2" C C C C 84 CEILING LIGHT INSTALLATION PROVIDE
WIRING FOR NOTE: CEILING LIGHT INSTALLATION PROVIDE WIRING FOR NOTE: CEILING LIGHT INSTALLATION PROVIDE WIRING FOR NOTE: CEILING FAN/LIGHT BLOCKING FOR FUTURE PROVIDE WIRING and NOTE:
(PREWIRE) CEILING FAN/LIGHT BLOCKING FOR FUTURE PROVIDE WIRING and NOTE: (PREWIRE) LIGHT FAN 4'-934" 9'-0" 4'-934" 5'-034" 9'-0" 5'-034" RR RR T O SWIT C H BEL OW T O SW IT C H BEL OW
T O S W I T C H BEL O W R 1'-612"3'-8" R 3'-3" 7'-8" 7'-8" 3'-6" 4'-734" 1'-9" ACCESS PANEL 88 03 -110v OUTLET -TYPICAL WALL -QUADRUPLEX OUTLET -WEATHERPROOF WALL OUTLET -220v OUTLET
-DEDICATED -THERMOSTAT -SWITCH -SINGLE POLE -SWITCH -3 WAY -SWITCH -4 WAY -LIGHT FIXTURE -CEILING MOUNTED -LIGHT FIXTURE -WALL MOUNTED SET @84" FROM FLOOR -LIGHT FIXTURE -RECESSED IN
CEILING -SMOKE DETECTOR -WALL MOUNTED SET @88" FROM FLOOR -DOORBELL TB -LIGHT FIXTURE -EXTERIOR DOUBLE SPOT -EXHAUST FAN -VENT TO EXTERIOR -TOWEL BAR -SWITCH -DIMMER -LIGHT FIXTURE -2'
FLUORESCENT ELECTRICAL /TRIM SYMBOLS: 88 SET @88" FROM FLOOR -OUTLET FOR FUTURE GARAGE DOOR OPENER 84 R DS 88 THE TOP PORTION SWITCHED ALL SWITCHED OUTLETS TO HAVE NOTE!! -PHONE JACK
-TYPICAL -WALL PHONE JACK -SET @46" FROM FLOOR -WALL PHONE JACK -SET @60" FROM FLOOR PH -PAPER HOLDER R -STORAGE SHELVING -ROD S -STORAGE SHELVING -LINEN -CABLE AND THE LOWER PORTION
HOT! 46 60 CTTT TR -TOWEL RING -COMBO CARBON MONOXIDE /SMOKE DETECTOR -WALL MOUNTED -110v OUTLET -DEDICATED 04 05 REASON FOR PLOT: PLOT DATE: Job No. Sheet No.IN NEW RESIDENCE FOR: HOMESITE
NO. C FISCHER SINGLE SINGLE FAMILY HOMES II, LLC. 6602 EAST 75TH STREET. SUITE 400 INDIANAPOLIS, IN 46250 PH 317.348.2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHT ALL RIGHTS RESERVED
FISCHER HOMES, Inc. HOME TYPE: PLAN NO. EXTERIOR: 11/16/2010 2:08 PM LSP-152 MARKET HOME 13965 TWIN LAKES CIRCLE EAST ANDOVER F744 CMLAKESIDE PARK CARMEL, INDIANA 152 06/2010 TJE 2009
859-344-7006 11-5-10 CHRIS VOELKER FOUNDERS COLLECTION A4.0
REASON FOR PLOT: PLOT DATE: Job No. Sheet No.IN NEW RESIDENCE FOR: HOMESITE NO. C FISCHER SINGLE FAMILY HOMES II, LLC. 6602 EAST 75TH STREET. SUITE 400 INDIANAPOLIS, IN 46250 PH 317.348.2500
FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc. HOME TYPE: PLAN NO. EXTERIOR: 11/16/2010 2:08 PM LSP-152 MARKET HOME 13965 TWIN LAKES CIRCLE EAST
ANDOVER F744 CMLAKESIDE PARK CARMEL, INDIANA 152 06/2010 TJE 2009 859-344-7006 11-5-10 CHRIS VOELKER FOUNDERS COLLECTION A4.1
04 03 06 SCALE: 1/4" = 1'-0" 1'-7316" 8'-0" 1'-7316" 3'-1158" 8'-0" 1'-7316" 8'-0" 1'-7316" 1'-73 1'-73 16" 16" 3'-1158" 1'-71516"1'-7316" 34" 3'-1158" 3'-318" 3'-1158" FRAMING NOTE:
START SUBFLOOR LAYOUT HERE 05 FIRST FLOOR FRAMING PLAN 01 SCALE: 1/4" = 1'-0" 1'-1014" 17'-61 3" 7'-11" 2" 1'-11" REVERSE LAP RADON PIPE 2x10 x 8'-0" JSTS @19.2" o.c. TRIM TO 6'-6" LONG
REVERSE LAP 2x10 BAND BOARD DOUBLE 2x10 x 14'-0" JOIST 2x10 x 16'-0" JOISTS @19.2" o.c. 19'-1012" REVERSE LAP BEARING WALL SUPPORT NOTE: CANTILEVER REAR JOISTS OVER STEEL BEAM FOR 7'-012"
REVERSE LAP 2x10 x 14'-0" JOISTS @19.2" o.c. 2x10 BAND BOARD 2x12 x 20'-0" JOISTS @19.2" o.c. 20'-312" 512" 13'-712" CLEAR SPAN FLOOR SHEATHING START POINT 1'-715FROM OUTSIDE OF FRAME
16" TO OF FIRST JOIST 14'-41316" 312" 13'-114" CLEAR SPAN 512" 19'-312" CLEAR SPAN 312" 312" 515'-101 2" 4" CLEAR SPAN 2x12 FLOOR JOIST NOTE: NOTCH BOTH ENDS OF 2x12 JOISTS TO SIT ON
BEARING PLATE -SEE DTL. 07/A6.0 -SEE STRUCTURAL NOTE # 11 AND TABLE S-1 ON SHEET GN FOR ALLOWABLE NOTCH SIZES 1'-5" 1'-938" 4'-958" 1'-7" 1'-738" 46'-0" DIMENSIONS ARE FRAME TO FRAME
24'-812" 21'-312" 1'-312" 20'-0" 5'-0" 18'-212" 19'-10" 17'-11" 2x10 x 12'-0" JOISTS @19.2" o.c. 2x10 BAND BOARD 39'-812" DIMENSIONS ARE FRAME TO FRAME 39'-812" DIMENSIONS ARE FRAME
TO FRAME 11'-534" CLEAR SPAN 312" 11'-534" CLEAR SPAN 312" 1'-71516" 14'-41316" 11316"153FROM OUTSIDE OF FRAME 4" TO OF FIRST JOIST 1'-5" 1'-938" 3'-238" FROM OUTSIDE OF FRAME TO OF
FIRST JOIST 14'-512" 2x10 x 16'-0" JOISTS @19.2" o.c. TRIM TO 14'-212" LONG 1'-158" FROM OUTSIDE OF FRAME TO OF FIRST JOIST 17'-7316" 48'-0" DIMENSIONS ARE FRAME TO FRAME 16'-511'-91
2" 2" 1'-712" 2'-0" 2x10 x 18'-0" JOIST @19.2" o.c. 2x10 BLOCKING R R RR RR 312" 10'-614" CLEAR SPAN 512" 312" 11'-414" CLEAR SPAN 312" 7'-11" 4'-518" 1712" REVERSE LAP RADON PIPE 17'-912"
SECOND FLOOR FRAMING PLAN 02 SCALE: 1/4" = 1'-0" 2x10 x 12'-0" JOISTS @19.2" o.c. 2x10 x 8'-0" JSTS @19.2" o.c. 2x10 x 12'-0" JOISTS @19.2" o.c. TRIM TO 11'-6" LONG 2x10 BAND BOARD 2x10
x 16'-0" JOISTS @@19.2" o.c. 26'-0" 19'-7" 15'-634" CLEAR SPAN 14'-512" 5'-112" 7'-012" STAIR OPENING 14'-212" 3" 8'-212" 15'-912" 2x10 x 16'-0" JSTS @19.2" o.c. 3" 1512" 1512" TRIPLE
2x10 x 18'-0" JOIST DBL JST 2x12 BAND BOARD 2x10 BAND BOARD 46'-0" DIMENSIONS ARE FRAME TO FRAME FROM OUTSIDE OF FRAME 9" TO OF FIRST JOIST 1678"1314" 12'-958" 1'-414" 1'-558" 4'-958"
1112"1134" 17'-5" 412" 8'-212" 4117'-5" 2" DOUBLE JOIST 312" 312" FLOOR SHEATHING START POINT 10'-314" CLEAR SPAN 312" 3'-4" 3111'-71 2" 2" CLEAR SPAN 46'-0" DIMENSIONS ARE FRAME TO
FRAME 24'-5" 21'-7" 1'-71516" 2x10 x 12'-0" JOISTS @19.2" o.c. TRIM TO 11'-0" LONG 2x10 BAND BOARD FROM OUTSIDE OF FRAME TO OF FIRST JOIST FROM OUTSIDE OF FRAME TO OF FIRST JOIST 43'-012"
DIMENSIONS ARE FRAME TO FRAME 43'-012" DIMENSIONS ARE FRAME TO FRAME 39'-812" 2x10 x 12'-0" JOIST @19.2" o.c. 2x10 x 12'-0" JOIST @19.2" o.c. 1'-158" 41'-812" 1'-4" CANT. 13'-10" 2x10
BAND BOARD 2x10 BLK'G. -ALIGN w/JOIST 2x10 BLK'G. -ALIGN w/JOIST 412" 2'-7" PAD WALL OUT ABOVE BRICK RETURN 2x10 x 14'-0" JOISTS @19.2" o.c. 12'-958" 4716" 13116" 22'-41316" 8'-312"
K.D. SYP#1 2x4 x 6'-0" JOISTS @12" o.c. REFER TO DTL. 11/A6.0 DOUBLE 2x10 x 12'-0" JOIST 2x10 x 6'-0" JOIST DOUBLE 2x10 x 12'-0" JOIST 2x10 x 12'-0" JOIST 1712" 3" 4'-914" 3"1514" TRIPLE
2x10 x 12'-0" JST 2x10 x 12'-0" JOIST @19.2" o.c. 2x10 x 12'-0" JOIST @19.2" o.c. 4117'-5" 2" 8'-4" 2x10 x 6'-0" JOIST 20'-312" 18'-712" 2x6 BALLOON FRAME WALL 1'-412" PLTFRM. FRAME
2x12 BLOCKING @24" o.c. -SEE DTL's. 02/A6.0 & 05/A6.0 FOR HEIGHT 2x12 BAND BOARD FROM OUTSIDE OF FRAME TO OF FIRST JOIST 19316" 151131 8" 16" 12516" 13112'-95 16" 173 8" 16" R R R R
R REASON FOR PLOT: PLOT DATE: Job No. Sheet No.IN NEW RESIDENCE FOR: HOMESITE NO. C FISCHER SINGLE FAMILY HOMES II, LLC. 6602 EAST 75TH STREET. SUITE 400 INDIANAPOLIS, IN 46250 PH 317.348.2500
FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc. HOME TYPE: PLAN NO. EXTERIOR: 11/16/2010 2:08 PM LSP-152 MARKET HOME 13965 TWIN LAKES CIRCLE EAST
ANDOVER F744 CM LAKESIDE PARK CARMEL, INDIANA 152 06/2010 TJE 2009 859-344-7006 11-5-10 CHRIS VOELKER FOUNDERS COLLECTION A5.0
06 04 09 08 BUILDING SECTION -THRU KITCHEN /DINING /LIVING & MASTER WIC /DRESSING /BEDROOM 4 SCALE: 1/4" = 1'-0" 01 R-38 INSULATION INSULATION BAFFLE -TYPICAL FIBERGLASS /ASPHALT SHINGLES
7/16" O.S.B. ROOF SHEATHING 10" O.H. MASTER WIC 9'-0" 9'-1" 97 8'-1" 113 8" 8" T/FOOTING T/2nd FLR DBL TOP T/FOUNDATION T/1st FLR DBL TOP T/2nd FLR SUBFLOOR T/1st FLR SUBFLOOR MASTER
DRESSING DINING ROOM KITCHEN 2x4 FRAME WALL @16" o.c. -w/R-13 BATT INSULATION GRADE VARIES -REFER TO ELEV'S, SHEET A1.0 03 12 6 39'-812" TRUSS SPAN 10" O.H. 12 3.5 02 STUDY 11 BEDROOM
4 10 REASON FOR PLOT: PLOT DATE: Job No. Sheet No.IN NEW RESIDENCE FOR: HOMESITE NO. C FISCHER SINGLE FAMILY HOMES II, LLC. 6602 EAST 75TH STREET. SUITE 400 INDIANAPOLIS, IN 46250 PH
317.348.2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc. HOME TYPE: PLAN NO. EXTERIOR: 11/16/2010 2:09 PM LSP-152 MARKET HOME 13965 TWIN LAKES
CIRCLE EAST ANDOVER F744 CMLAKESIDE PARK CARMEL, INDIANA 152 06/2010 TJE 2009 859-344-7006 11-5-10 CHRIS VOELKER FOUNDERS COLLECTION A6.0
12" GYPSUM BOARD (UNBLOCKED) -FASTEN 7"o.c. ON PERIMETER AND FIELD -FASTENERS TO BE TYPE "W" OR "S" 114" LONG SCREWS OR 112" LONG 38" HEAD .120" DRYWALL NAILS 2x FRAME WALL THIS STRUCTURE
HAS BEEN DESIGNED IN COMPLIANCE WITH RCO/KRC/IRC SECTION R602.10.10, ENGINEERED WALL SYSTEM. THIS DRAWING ILLUSTRATES AN ENGINEERED DESIGN APPROACH AND IS BASED ON STRUCTURAL ENGINEERING
CALCULATIONS SPECIFIC TO THIS DESIGN. THERMOPLY VALUES PROVIDED BY COVALENCE COATED PRODUCTS & PROGRESSIVE ENGINEERING INC. EVALUATION REPORT #2005-1650 & #2005-1839 and NTA TESTING
LABORATORIES, INC TEST REPORT 2009-02-17. WALL WIND LOADS CALCULATED USING A 90MPH WIND SPEED. PLAN DETAIL -OUTSIDE FRAMED CORNER SCALE: 07 2x FRAME WALL (REAR OR FRONT WALL) 2x FRAME
WALL (SIDE WALL) 412" PIECE OF .137" THERMOPLY EXTERIOR SHEATHING (BLUE) LAPPED OVER UNSHEATHED END OF REAR/FRONT WALL AND SIDE WALL -FASTEN 3"o.c. TO END STUDS -FASTENERS TO BE 1" CROWN
x 114" LEG STAPLES (16 GAUGE) SIDE WALL FRONT OR BACK WALL SECTION DETAIL -GYP. BOARD /GYP. BOARD SCALE: 03TOP PLATE 2x FRAME WALL SECTION DETAIL -THERMOPLY SCALE: 3" = 1'-0" 01TOP PLATE
.137" THERMOPLY EXTERIOR SHEATHING (BLUE) -FASTEN 3"o.c. ON PERIMETER AND IN FIELD -FASTENERS TO BE 1" CROWN x 114" LEG STAPLES (16 GAUGE) GYP. BOARD /THERMOPLY /GYP. BOARD SCALE: 04
TOP PLATE 2x FRAME WALL SECTION DETAIL -GYP. BOARD /THERMOPLY 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 AND 12"o.c. IN FIELD 112" LONG 38" HEAD .120" DRYWALL NAILS FASTENED 6"o.c. AROUND PERIMETER AND 7"o.c. IN FIELD 2x FRAME WALL 3" = 1'-0" 3" = 1'-0"
3" = 1'-0" 3" = 1'-0" .137" THERMOPLY EXTERIOR SHEATHING (BLUE) -FASTEN 3"o.c. ON PERIMETER AND IN FIELD -FASTENERS TO BE 1" CROWN x 114" LEG STAPLES (16 GAUGE) 12" GYPSUM BOARD (UNBLOCKED)
-FASTEN 7"o.c. ON PERIMETER AND FIELD -FASTENERS TO BE TYPE "W" OR "S" 114" LONG SCREWS OR 112" LONG 38" HEAD .120" DRYWALL NAILS .137" THERMOPLY EXTERIOR SHEATHING (BLUE) -FASTEN 3"o.c.
ON PERIMETER AND IN FIELD -FASTENERS TO BE 1" CROWN x 114" LEG STAPLES (16 GAUGE) .137" THERMOPLY EXTERIOR SHEATHING (BLUE) -FASTEN 3"o.c. ON PERIMETER AND IN FIELD -FASTENERS TO BE
1" CROWN x 114" LEG STAPLES (16 GAUGE) 12" GYPSUM BOARD (UNBLOCKED) -FASTENERS TO BE #6 x 114" LONG TYPE "W" DRYWALL SCREWS FASTENED 6"o.c. AROUND PERIMETER AND 12"o.c. IN FIELD 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. SIDE WALL/REAR OF GARAGE SHEAR TRANSFER SCALE: 3" = 1'-0" 09.137" THERMOPLY
EXTERIOR SHEATHING (BLUE) -FASTEN 3"o.c. ON PERIMETER AND IN FIELD -FASTENERS TO BE 1" CROWN x 114" LEG STAPLES (16 GAUGE) EXTERIOR PLAN DETAIL -GARAGE END NAIL REAR OF GARAGE WALL STUD
w/(2) 16d NAILS @6" o.c. STUD WALL @REAR OF GARAGE -2x4 STUD WALL @16"o.c. -HEIGHT PER PLAN STUD WALL @SIDE OF HOUSE 12" GYPSUM BOARD (UNBLOCKED) -FASTEN 7"o.c. ON PERIMETER AND FIELD
-FASTENERS TO BE TYPE "W" OR 112" LONG 38" HEAD .120" DRYWALL NAILS INTERIOR SIDE WALL/REAR OF GARAGE SHEAR TRANSFER SCALE: 3" = 1'-0" 08 .137" THERMOPLY EXTERIOR SHEATHING (BLUE) -FASTEN
3"o.c. ON PERIMETER AND IN FIELD -FASTENERS TO BE 1" CROWN x 114" LEG STAPLES (16 GAUGE) EXTERIOR PLAN DETAIL -GARAGE END NAIL REAR OF GARAGE WALL INTO 2x FRAMING W/(2) 16d @6"o.c. STUD
WALL @REAR OF GARAGE -2x4 STUD WALL @16"o.c. -HEIGHT PER PLAN 2x4 STUD @WALL INTERSECTION FOR SHEAR TRANSFER -FASTEN W/(2) 16d NAILS @6"o.C. END NAIL THROUGH STUDS INTO FRAMING W/16d
@6"o.c. STUD WALL @SIDE OF HOUSE 12" GYPSUM BOARD (UNBLOCKED) -FASTEN 7"o.c. ON PERIMETER 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 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: 05TOP PLATE GYP. BOARD /THERMOPLY /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 AND FIELD -FASTENERS TO BE TYPE "W" OR "S" 114" LONG SCREWS OR 112" LONG 38" HEAD .120" DRYWALL NAILS .137" THERMOPLY EXTERIOR SHEATHING (BLUE) -FASTEN 3"o.c. ON PERIMETER
AND IN FIELD -FASTENERS TO BE 1" CROWN x 114" LEG STAPLES (16 GAUGE) GARAGE INTERIOR GARAGE INTERIOR GARAGE GARAGE INTERIOR INTERIOR GARAGE INTERIOR EXTERIOR EXTERIOR REASON FOR PLOT:
PLOT DATE: Job No. Sheet No.IN NEW RESIDENCE FOR: HOMESITE NO. C FISCHER SINGLE FAMILY HOMES II, LLC. 6602 EAST 75TH STREET. SUITE 400 INDIANAPOLIS, IN 46250 PH 317.348.2500 FIELD SPEC
HOTLINE: (859) 344-7100 COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc. HOME TYPE: PLAN NO. EXTERIOR: 11/16/2010 2:09 PM LSP-152 MARKET HOME 13965 TWIN LAKES CIRCLE EAST ANDOVER F744
CMLAKESIDE PARK CARMEL, INDIANA 152 06/2010 TJE 2009 859-344-7006 11-5-10 CHRIS VOELKER FOUNDERS COLLECTION WB1
NOTE: MNF'R'D. SPRING ARCH (SHOWN DASHED) -SEE DTL. 05, THIS SHT. FOR DIMENSIONS 1/2" = 1'-0" 03PLAN -FAMILY ROOM FIREPLACE /ENTERTAINMENT CENTER SCALE: LINE OF MANTEL ABOVE 3 12" CASING
5 14" BASE TRIM PILASTERS LINE OF BIRCH PLYWOOD MANTEL -TRIM TO FIT AROUND PILASTERS NOTE: SWITCH TO BE LOCATED MIN. 50" FROM CENTER OF FIREPLACE OPENING 1x6 TRIM -w/1 14" BED MOULD
NOTE: REFER TO DETAIL 07a -07h FOR TRIM SURROUND INFORMATION 6'-11" 4'-534" VARIES -REFER TO FLRPLAN 4'-534" VARIES -REFER TO FLRPLAN 2'-0" 16'-512" 16'-512" 2'-0" 6'-11" 5'-1" 11" 4'-534"
11" VARIES -REFER TO FLRPLAN 4'-534" VARIES -REFER TO FLRPLAN 1/2" = 1'-0" 04ELEVATION -FAMILY ROOM FIREPLACE /ENTERTAINMENT CENTER SCALE: 9'-1038" 8'-934" 7'-018" 414" 1'-078" 114"
2'-4" 8" 2'-6" 114" 8" 458" 17'-1138" 312" 4 14" CROWN MOULD 2x4's PAD-OUT 312" -w/DRYWALL FINISH 1x4 TRIM CAP -TRIM TO FIT 4 14" CROWN MOULD 1 14" BED MOULD 1 14" BED MOULD 1x ACCENT
KEY -SEE DTL. 06, THIS SHT. 312" CASING ON 514" BASE TRIM -HOLD FLUSH w/T/DRYWALL PLANT LEDGE 4 14" CROWN MOULD 1 14" BED MOULD NOTE: PLAN DIMENSIONS ARE FRAME DIMENSIONS, UNLESS NOTED
OTHERWISE 2'-312" 1-1/2" = 1'-0" DETAIL -1x ACCENT KEY SCALE: 06 4" 10" 8" 3 4" 1/2" = 1'-0" DETAIL -MANUFACTURED SPRING ARCH SCALE: 05 5'-1" 312" 3'-034" 7" 2'-534" r=5'-10" 1/2" =
1'-0" 4x4 CERAMIC TILE SURROUND SCALE: CERAMIC TILE (4x4) SURROUND CUT TILES 07a 3 12" CASING 5 14" BASE TRIM 4 14" CROWN MOULD 1x6 TRIM -w/(2) 2x4 BACK-UP 6'-3" FINISH MANTEL WIDTH
4'-6" FINISH MANTEL HEIGHT 2'-934" 8" 1'-014" 1 14"thk. x 12"d. x 6'-3"w. BIRCH PLYWOOD MANTEL -w/1 14" BED MOULD EDGE 4'-8" 8" 3'-4" 8" COMBUSTION AIR INTAKE IS PART OF FLUE ASSEMBLY
1'-813'-6" 2" ROUGH OPENING 1'-812" ELEVATION -1/2" = 1'-0" 8x8 CERAMIC TILE SURROUND SCALE: CERAMIC TILE (8x8) SURROUND 07b 3 12" CASING 5 14" BASE TRIM 4 14" CROWN MOULD 1x6 TRIM -w/(2)
2x4 BACK-UP 6'-3" FINISH MANTEL WIDTH 4'-6" FINISH MANTEL HEIGHT 2'-934" 8" 1'-014" 1 14"thk. x 12"d. x 6'-3"w. BIRCH PLYWOOD MANTEL -w/1 14" BED MOULD EDGE 4'-8" 8" 3'-4" 8" ELEVATION
-1/2" = 1'-0" 8x12 CERAMIC TILE SURROUND SCALE: CERAMIC TILE (8x12) SURROUND 07d 3 12" CASING 5 14" BASE TRIM 4 14" CROWN MOULD 1x6 TRIM -w/(2) 2x4 BACK-UP 6'-3" FINISH MANTEL WIDTH
4'-6" FINISH MANTEL HEIGHT 2'-934" 8" 1'-014" 1 14"thk. x 12"d. x 6'-3"w. BIRCH PLYWOOD MANTEL -w/1 14" BED MOULD EDGE 4'-8" 8" 3'-4" 8" ELEVATION -1/2" = 1'-0" 2x4 CERAMIC TILE SURROUND
SCALE: CERAMIC TILE (2x4) SURROUND 07c 3 12" CASING 5 14" BASE TRIM 4 14" CROWN MOULD 1x6 TRIM -w/(2) 2x4 BACK-UP 6'-3" FINISH MANTEL WIDTH 4'-6" FINISH MANTEL HEIGHT 2'-934" 8" 1'-014"
1 14"thk. x 12"d. x 6'-3"w. BIRCH PLYWOOD MANTEL -w/1 14" BED MOULD EDGE 4'-8" 8" 3'-4" 8" ELEVATION -1/2" = 1'-0" 'THIN' BRICK SURROUND SCALE: CERAMIC 'THIN' BRICK SURROUND 07e 3 12"
CASING 5 14" BASE TRIM 4 14" CROWN MOULD 1x6 TRIM -w/(2) 2x4 BACK-UP 6'-3" FINISH MANTEL WIDTH 4'-6" FINISH MANTEL HEIGHT 2'-934" 8" 1'-014" 1 14"thk. x 12"d. x 6'-3"w. BIRCH PLYWOOD
MANTEL -w/1 14" BED MOULD EDGE 4'-8" 8" 3'-4" 8" ELEVATION -CERAMIC 1/2" = 1'-0" 2x2 CERAMIC TILE SURROUND SCALE: CERAMIC TILE (2x2) SURROUND 07f 3 12" CASING 5 14" BASE TRIM 4 14" CROWN
MOULD 1x6 TRIM -w/(2) 2x4 BACK-UP 6'-3" FINISH MANTEL WIDTH 4'-6" FINISH MANTEL HEIGHT 2'-934" 8" 1'-014" 1 14"thk. x 12"d. x 6'-3"w. BIRCH PLYWOOD MANTEL -w/1 14" BED MOULD EDGE 4'-8"
8" 3'-4" 8" ELEVATION -1/2" = 1'-0" DRYSTACK STONE SURROUND SCALE: DRYSTACK STONE SURROUND -RETURN STONE TO WALL 07h 4 14" CROWN MOULD 1x6 TRIM -w/(2) 2x4 BACK-UP 6'-3" FINISH MANTEL
WIDTH 4'-6" FINISH MANTEL HEIGHT 2'-934" 1'-814" 1 14"thk. x 12"d. x 6'-3"w. BIRCH PLYWOOD MANTEL -w/1 14" BED MOULD EDGE 3'-4" ELEVATION -1/2" = 1'-0" MARBLE /GRANITE SURROUND SCALE:
MARBLE or GRANITE SURROUND 07g 3 12" CASING 5 14" BASE TRIM 4 14" CROWN MOULD 1x6 TRIM -w/(2) 2x4 BACK-UP 6'-3" FINISH MANTEL WIDTH 4'-6" FINISH MANTEL HEIGHT 2'-934" 8" 1'-014" 1 14"thk.
x 12"d. x 6'-3"w. BIRCH PLYWOOD MANTEL -w/1 14" BED MOULD EDGE 4'-8" 8" 3'-4" 8" ELEVATION -NOTE: 5 14" BASE TRIM and 3 12" CASING ARE DELETED w/DRYSTACK STONE OPTION 5'-812"± 1'-214"±
1'-214"± NOTE: ELECTRICIAN TO PROVIDE 110v POWER SUPPLY TO FIREPLACE T O S W IT C H -R EF E R T O E LE C T R IC A L/T R IM P L A N FO R EX A C T L OC A T ION NOTE: REFER TO FLOOR PLAN
FOR INFO. REGARDING HEARTH OPTION 2'-312" 3/4" = 1'-0" SECTION -ENTERTAINMENT CENTER SCALE: 01 3/4" = 1'-0" SECTION -TWO-STORY FIREPLACE -SPRING ARCH SCALE: 024'-6" FINISH MANTEL HEIGHT
2'-11" 1'-7" ROUGH OPENING 6 12 R-19 BATT INSULATION SOLID BLK'G @RAFTER BEARING POINTS (FOR DRAFTSTOPPING) 2x6 RAFTERS @24" o.c. 1x8 GUTTER BOARD 2x6 LEDGER 2x4 FRAME WALLS @16" o.c.
18" THERMO-PLY SHT'G. HORIZONTAL SIDING DBL. 2x4 HEADER R-13 BATT INSULATION R-19 BATT INSULATION 1 14"thk. x 12"d. x 6'-3"w. MDF PLYWOOD MANTEL -w/1 14" BED MOULD EDGE 1x6 TRIM -w/(2)
2x4 BACK-UP 4 14" CROWN MOULD 3 12" CASING 5 14" BASE TRIM 4316" HEEL CUT 1x4 CAP -TRIM TO FIT 4 14" CROWN MOULD 1 14" BED MOULD PILASTER BEYOND 1x KEY GAS DIRECT VENT FIREPLACE -HEATILATOR
NOVUS # NDV4236I -RO: 42"w. x 35"h. 43 7'-11" 16" HEEL CUT 7'-11" MNF'R'D. SPRING ARCH 1 14" BED MOULD 4 14" CROWN MOULD R-19 BATT INSULATION SOLID BLK'G @RAFTER BEARING POINTS (FOR
DRAFTSTOPPING) 2x6 RAFTERS @24" o.c. 1x8 GUTTER BOARD 2x4 FRAME WALLS @16" o.c. 18" THERMO-PLY SHT'G. HORIZONTAL SIDING R-13 BATT INSULATION R-19 BATT INSULATION 2x4 CEILING JOISTS @24"
o.c. PILASTER (BEYOND) 12" DRYWALL 4 14" CROWN MOULD 1 14" BED MOULD PILASTER BEYOND 58" O.S.B. R-13 BATT INSULATION 2x4 FRAME WALL @16" o.c. HORIZONTAL SIDING 3 12" CASING ON 5 14"
BASE TRIM -HOLD FLUSH w/TOP OF DRYWALL PLANT LEDGE 9'-1078" WALL HEIGHT BELOW PLANT LEDGE 9'-1078" WALL HEIGHT BELOW PLANT LEDGE 7'-11" OPENING HEIGHT REASON FOR PLOT: PLOT DATE: Job
No. Sheet No.IN NEW RESIDENCE FOR: HOMESITE NO. C FISCHER SINGLE FAMILY HOMES II, LLC. 6602 EAST 75TH STREET. SUITE 400 INDIANAPOLIS, IN 46250 PH 317.348.2500 FIELD SPEC HOTLINE: (859)
344-7100 COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc. HOME TYPE: PLAN NO. EXTERIOR: 11/16/2010 2:09 PM LSP-152 MARKET HOME 13965 TWIN LAKES CIRCLE EAST ANDOVER F744 CMLAKESIDE PARK
CARMEL, INDIANA 152 06/2010 TJE 2009 859-859-344-7006 11-5-10 CHRIS VOELKER FOUNDERS COLLECTION FP1
04 03 02 01 06 05 07 7'-7" OR 8'-7" (REFER TO FOUNDATION PLANS) T/SLAB SCALE: BASEMENT WALKOUT w/BRICK TO GRADE 3/4" = 1'-0" WALL SECTION -812" MIN. 14" O.H. @24" O.C. HORIZONTAL BRICK
WEEPHOLES 312" 112" T/FOOTING T/FDN. WALL 6 MIL POLY VAPOR BARRIER FINISH GRADE -VARIES -SEE EXTERIORS, SHEET # A1.0 -HOLD DOWN MIN. 7" FROM TOP OF WALL FLASHING 4" Ø DRAIN TILE: -w/GRAVEL
FILL -PIPE TO DAYLIGHT -TYPICAL 312" THICK CONCRETE SLAB -ON MIN. 4" GRAVEL BASE 2x PRESSURE-TREATED SILL PLATE: -STRAPPED TO FOUNDATION PER MANUFACTURER'S RECOMMENDATION -APPLY CONTINUOUS
POLY SILL SEALER TO SILL , TYP. 8'-0" OR 9'-0" (REFER TO FOUNDATION PLANS) DBL. 2x TOP PLATE 1" BEVELED INSULATION FOUNDATION SUBWALL -THICKNESS VARIES -REFER TO PLAN 1" THICK RIGID
INSULATION -24" DEPTH -@ALL AREAS WHERE GRADE COVERS 30" OR LESS OF THE FDN. WALL ABOVE THE T/SLAB FOOTING WIDTH VARIES PER PLAN -w/WEEP CARDS 3" Ø DRAIN TILE: -THRU SUBWALL @6'-0" O.C.
-PLACE @BOTTOM OF SUBWALL SECTION -BRICK GABLE /END WALL SCALE: 3/4" = 1'-0" @16" O.C. PRE-ENGINEERED WD. ROOF TRUSSES: DBL. 2x4 TOP PLATE @24" O.C. GABLE w/STUDS 7/16" O.S.B. ROOF SHEATHING
2x4 CONTINUOUS 1x8 RAKE BOARD -REFER TO NOTES ON SECTIONS BRICK VENEER: THERMO-PLY SHEATHING: (STRUCTURAL & WATER REPELLENT) -GABLE SHT'G TO OVERLAP WALL SHT'G 2" MINIMUM. R-38 BLOWN-IN
INSUL. -UNLESS NOTED OTHERWISE ON PLAN 412" 412" PER PLAN @16" O.C. PRE-ENGINEERED WD. ROOF TRUSSES: DBL. 2x4 TOP PLATE @24" O.C. GABLE w/STUDS 7/16" O.S.B. ROOF SHEATHING -2x6 BLOCKS
@24" O.C. ON 1x6's -ON 2x4 BLOCKS @24" O.C. 1x8 GABLE FRIEZE: GABLE EXTENSION: -REFER TO NOTES ON SECTIONS BRICK VENEER: -ON 2" WIDE 5/4 NAILERS 1x8 RAKE BOARD 3/4" = 1'-0" SECTION -BRICK
GABLE w/EXTENDED RAKE SCALE: THERMO-PLY SHEATHING: (STRUCTURAL & WATER REPELLENT) -GABLE SHT'G TO OVERLAP WALL SHT'G 2" MINIMUM. 38" SOFFIT 158" BARGE MOULD R-38 BLOWN-IN INSUL. -UNLESS
NOTED OTHERWISE ON PLAN HORIZONTAL SIDING METAL FLASHING 2x10 BLOCKING CANT. -SPECIFIC TO ELEVATIONS, SHT A1.0 1x BAND BOARD: 412" -REFER TO NOTES ON SECTIONS BRICK VENEER: @16" O.O.C.
PRE-ENGINEERED WD. ROOF TRUSSES: @24" O.C. GABLE w/STUDS 7/16" O.S.B. ROOF SHEATHING 1x8 RAKE BOARD 1x6 BACK-UP 112"± SECTION -SIDED GABLE OVER BRICK SCALE: 3/4" = 1'-0" (STRUCTURAL
& WATER REPELLENT) THERMO-PLY SHEATHING (STRUCTURAL & WATER REPELLENT) THERMO-PLY SHEATHING THERMO-PLY SHT'G CONT. @UNDERSIDE OF BLK'G, TYP. R-38 BLOWN-IN INSUL. -UNLESS NOTED OTHERWISE
ON PLAN INDIANAPOLIS DIVISION 412" O.H. 10" MIN. 2" 5/4 NAILERS: @24" O.C. HORIZONTAL BRICK WEEPHOLES 24" O.C. VERT. (9 BRICK COURSES) 16" O.C. HORIZONTAL -w/METAL WALL TIES @BRICK VENEER:
2x4 BLOCKS @24" O.C. 1x2 NAILERS -2" WIDE RIPPERS WALL SECTION -2 STORY BRICK SCALE: 3/4" = 1'-0" 14" O.H. HEEL CUT VARIES 312" 7'-812" OR 8'-812" UNBRACED WALL HEIGHT 8'-1" OR 9'-1"
-SEE FLOOR PLANS 978" or 1178" 8'-1" 112" PRE-ENGINEERED WOOD @24" O.C. ROOF TRUSSES: 7/16" O.S.B. ROOF SHEATHING: FIBERGLASS /ASPHALT SHINGLES: -w/15# ROOF FELT -w/PLY-CLIPS 8'-0" OR
9'-0" (REFER TO FOUNDATION PLANS) INSULATION BAFFLE T/FOOTING T/SLAB T/FDN. WALL 1st FLR. SUBFLR. 2nd FLR. SUBFLR. 6 MIL POLY VAPOR BARRIER FINISH GRADE -VARIES
-SEE EXTERIORS, SHEET # A1.0 -HOLD DOWN MIN. 8 1/2" FROM TOP OF WALL -CONTINUOUS ALONG R-19 BATT INSULATION: BAND BOARDS FLASHING DBL. 2x4 TOP PLATE 2x2 NAILER DBL. 2x4 TOP PLATE 1x8
GUTTER BOARD: -w/ALUMINUM GUTTER (STRUCTURAL & WATER REPELLENT) THERMO-PLY SHEATHING (STRUCTURAL & WATER REPELLENT) THERMO-PLY SHEATHING -w/R-13 KRAFT FACED 2x4 FRAME WALL: BATT INSULATION
-w/R-13 KRAFT FACED 2x4 FRAME WALL: BATT INSULATION 8" THICK CAST-IN-PLACE 2x4 KEY-WAY IN FOOTING -OTHERWISE PROVIDE CONTINUOUS POUR BASEMENT SLAB BEFORE NOTE: BACKFILLING CONCRETE FOUNDATION
WALL: FOUNDATION PLAN -UNLESS NOTED OTHERWISE ON PERIMETER OF FDN. -CONTINUOUS AROUND -MINIMUM 2" COVERING (2) #4 RE-BARS: BITUMINOUS ASPHALT ALL WALL TIES, CONTROL JOINTS, & COLD JOINTS.
-SPRAY APPLY (2) COATS BITUMINOUS DAMPROOFING BELOW GRADE,TYPICAL. -REFER TO FOUND. PLAN FOR WATERPROOFING INFO. IF REQUIRED. GRAVEL FILL 8"x18" CONCRETE FOOTING: (UNLESS NOTED OTHERWISE)
-IN EA. TRUSS SPACE R-19 BATT INSULATION: -CONTINUOUS ALONG BAND BOARDS FOR SIZE OF JOISTS 2x No. 1 KD SOUTHERN PINE FLOOR JOISTS: -SEE FRAMING PLANS @16" OR 19.2" O.C. FOR SIZE OF JOISTS
2x No. 1 KD SOUTHERN PINE FLOOR JOISTS: -SEE FRAMING PLANS @16" OR 19.2" O.C. T/2nd FLR. DBL. TOP 12" DRYWALL 12" DRYWALL 58" T&G O.S.B. SUBFLOOR: -GLUED, NAILED, AND SCREWED T/1st FLR.
DBL. TOP 12" DRYWALL 12" DRYWALL 58" T&G O.S.B. SUBFLOOR: -GLUED, NAILED, AND SCREWED 978" or 1178" 1138" or 1338" 4" Ø DRAIN TILE: -EA. SIDE OF FOOTING -w/GRAVEL FILL -PIPE TO DAYLIGHT
312" THICK CONCRETE SLAB -ON MIN. 4" GRAVEL BASE 2x4 PRESSURE-TREATED SILL PLATE: -STRAPPED TO FOUNDATION PER MANUFACTURER'S RECOMMENDATION -APPLY CONTINUOUS POLY SILL SEALER TO SILL
, TYP. 12" x 12" HARDBOARD FRIEZE: -TRIM TO MATCH WINDOW HEADER HEIGHTS -EXTENDED 412" 38" SOFFIT: -w/ALUMINUM VENT @48" O.C. 158" BARGE MOULD 812" MIN. APPROXIMATE 1" AIR SPACE TO ALLOW
FOR STANDARD CONSTRUCTION TOLERANCES, SUCH AS MORTAR PROTRUSION, SQUARENESS OF FOUNDATION, ETC. THE INTENT OF THE AIR SPACE BEHIND THE BRICK VENEER IS TO ALLOW MOISTURE THAT ENTERS THE
CAVITY TO MIGRATE DOWN AND OUT THROUGH THE BRICK WEEPHOLES. -w/WEEP CARDS 3" Ø DRAIN TILE: -THRU FOOTING @6'-0" O.C. -PLACE @BOTTOM OF FT'G. R-38 BLOWN-IN INSULATION -UNLESS NOTED OTHERWISE
ON PLAN -UNLESS NOTED OTHERWISE ON PLAN -UNLESS NOTED OTHERWISE ON PLAN NOTE: 8'-0"h. FOUNDATION WALLS -8"thk. WALLS -PROVIDE #4 REBARS SPACED VERTICALLY @22" o.c. & (3) #4 REBARS HORIZONTALLY
9'-0"h. FOUNDATION WALLS -10"thk. WALLS -PROVIDE #4 REBARS SPACED VERTICALLY @19" o.c. & (4) #4 REBARS HORIZONTALLY FOR 8' & 9' WALL HEIGHTS: ONE HORIZ. BAR SHALL BE WITHIN THE TOP 24",
ONE IN THE BOTTOM 24" w/THE REMAINING BARS EQUALLY SPACED, MIN. 2" CONCRETE COVER BTWN INSIDE FACE OF WALL & FACE OF HORIZ. BARS NOTE: BASEMENT INSULATION NOT SHOWN -TYPE AND DEPTH VARIES
PER PLAN -SEE NOTES ON FOUNDATION PLAN FOR SPECIFIC INFO 8" REFER TO FLAGGED NOTE FOR NUMBER & SPACING OF HORIZONTAL REBARS 10" VERTICAL #4 RE-BARS @18" O.C., VERTICAL SPACING -MAINTAIN
MINIMUM 2" COVER -EXTEND 18" BELOW BTM/CURB 812" MIN. SCALE: WALL SECTION -HIGH BRICK /SIDING 3/4" = 1'-0" 14" O.H. 8'-458" OR 9'-458" (2x10's) 8'-658" OR 9'-658" (2x12's) 8'-178"± OR
8'-178"± (2x10's) 8'-378"± OR 9'-378"± (2x12's) -SEE EXTERIORS, SHEET A1.0 T/WINDOW 234"± HEEL CUT VARIES 2" 978" or 1178" 8'-1" PRE-ENGINEERED WOOD @24" O.C. ROOF TRUSSES: 7/16" O.S.B.
ROOF SHEATHING: FIBERGLASS /ASPHALT SHINGLES: -w/15# ROOF FELT -w/PLY-CLIPS R-38 BLOWN-IN INSULATION INSULATION BAFFLE MIN. O.H. 10" 2nd FLR. SUBFLR. 2x2 NAILER DBL. 2x4 TOP PLATE HORIZONTAL
SIDING "J" CHANNEL w/1x8 GUTTER BOARD: -w/ALUMINUM GUTTER (STRUCTURAL & WATER REPELLENT) THERMO-PLY SHEATHING -w/R-13 KRAFT FACED 2x4 FRAME WALL: BATT INSULATION -IN EA. TRUSS SPACE
FINISH TRIM, TYP. R-19 BATT INSULATION: -CONTINUOUS ALONG BAND BOARDS FOR SIZE OF JOISTS 2x No. 1 KD SOUTHERN PINE FLOOR JOISTS: -SEE FRAMING PLANS @16" OR 19.2" O.C. T/2nd FLR. DBL.
TOP 12" DRYWALL 12" DRYWALL 58" T&G O.S.B. SUBFLOOR: -GLUED, NAILED, AND SCREWED T/1st FLR. DBL. TOP TOP 12" x 12" HARDBOARD FRIEZE: -TRIM TO MATCH WINDOW HEADER HEIGHTS 38" SOFFIT:
-w/ALUMINUM VENT @48" O.C. 158" BARGE MOULD @24" O.C. HORIZONTAL BRICK WEEPHOLES 24" O.C. VERT. (9 BRICK COURSES) 16" O.C. HORIZONTAL -w/METAL WALL TIES @BRICK VENEER: 312" 7'-812" OR
8'-812" UNBRACED WALL HEIGHT 8'-1" OR 9'-1" -SEE FLOOR PLANS 112" 8'-0" OR 9'-0" (REFER TO FOUNDATION PLANS) T/FOOTING T/SLAB T/FDN. WALL 1st FLR. SUBFLR. FINISH GRADE -VARIES -SEE EXTERIORS,
SHEET # A1.0 -HOLD DOWN MIN. 7" FROM TOP OF WALL -CONTINUOUS ALONG R-19 BATT INSULATION: BAND BOARDS FLASHING DBL. 2x4 TOP PLATE (STRUCTURAL & WATER REPELLENT) THERMO-PLY SHEATHING -w/R-13
KRAFT FACED 2x4 FRAME WALL: BATT INSULATION 8" THICK CAST-IN-PLACE 2x4 KEY-WAY IN FOOTING -OTHERWISE PROVIDE CONTINUOUS POUR BASEMENT SLAB BEFORE NOTE: BACKFILLING CONCRETE FOUNDATION
WALL: FOUNDATION PLAN -UNLESS NOTED OTHERWISE ON PERIMETER OF FDN. -CONTINUOUS AROUND -MINIMUM 2" COVERING (2) #4 RE-BARS: BITUMINOUS ASPHALT ALL WALL TIES, CONTROL JOINTS, & COLD JOINTS.
-SPRAY APPLY (2) COATS BITUMINOUS DAMPROOFING BELOW GRADE,TYPICAL. -REFER TO FOUND. PLAN FOR WATERPROOFING INFO. IF REQUIRED. GRAVEL FILL 8"x18" CONCRETE FOOTING: (UNLESS NOTED OTHERWISE)
FOR SIZE OF JOISTS 2x No. 1 KD SOUTHERN PINE FLOOR JOISTS: -SEE FRAMING PLANS @16" OR 19.2" O.C. 12" DRYWALL 12" DRYWALL 58" T&G O.S.B. SUBFLOOR: -GLUED, NAILED, AND SCREWED 978" or
1178" 1138" or 1338" 2x4 PRESSURE-TREATED SILL PLATE: -STRAPPED TO FOUNDATION PER MANUFACTURER'S RECOMMENDATION -APPLY CONTINUOUS POLY SILL SEALER TO SILL , TYP. 2" x 3" METAL DRIP FLASHING,
TYP. -w/1" HEM -NAIL TO SHEATHING -USE 1" ROOFING NAILS @EA. STUD 214" x 5" LIMESTONE SILL, TYP. -PULL BTM. 1"± -SLOPE 14" MIN. APPROXIMATE 1" AIR SPACE TO ALLOW FOR STANDARD CONSTRUCTION
TOLERANCES, SUCH AS MORTAR PROTRUSION, SQUARENESS OF FOUNDATION, ETC. THE INTENT OF THE AIR SPACE BEHIND THE BRICK VENEER IS TO ALLOW MOISTURE THAT ENTERS THE CAVITY TO MIGRATE DOWN
AND OUT THROUGH THE BRICK WEEPHOLES. -w/WEEP CARDS 3" Ø DRAIN TILE: -THRU FOOTING @6'-0" O.C. -PLACE @BOTTOM OF FT'G. -UNLESS NOTED OTHERWISE ON PLAN -UNLESS NOTED OTHERWISE ON PLAN
-UNLESS NOTED OTHERWISE ON PLAN 6 MIL POLY VAPOR BARRIER 4" Ø DRAIN TILE: -EA. SIDE OF FOOTING -w/GRAVEL FILL -PIPE TO DAYLIGHT 312" THICK CONCRETE SLAB -ON MIN. 4" GRAVEL BASE NOTE:
8'-0"h. FOUNDATION WALLS -8"thk. WALLS -PROVIDE #4 REBARS SPACED VERTICALLY @22" o.c. & (3) #4 REBARS HORIZONTALLY 9'-0"h. FOUNDATION WALLS -10"thk. WALLS -PROVIDE #4 REBARS SPACED VERTICALLY
@19" o.c. & (4) #4 REBARS HORIZONTALLY FOR 8' & 9' WALL HEIGHTS: ONE HORIZ. BAR SHALL BE WITHIN THE TOP 24", ONE IN THE BOTTOM 24" w/THE REMAINING BARS EQUALLY SPACED, MIN. 2" CONCRETE
COVER BTWN INSIDE FACE OF WALL & FACE OF HORIZ. BARS NOTE: BASEMENT INSULATION NOT SHOWN -TYPE AND DEPTH VARIES PER PLAN -SEE NOTES ON FOUNDATION PLAN FOR SPECIFIC INFO 8" REFER TO FLAGGED
NOTE FOR NUMBER & SPACING OF HORIZONTAL REBARS 10" VERTICAL #4 RE-BARS @18" O.C., VERTICAL SPACING -MAINTAIN MINIMUM 2" COVER -EXTEND 18" BELOW BTM/CURB SCALE: WALL SECTION -LOW BRICK
/SIDING 3/4" = 1'-0" 812" MIN. 4'-8" 234"± HEEL CUT VARIES 2" 978" or 1178" 8'-1" PRE-ENGINEERED WOOD @24" O.C. ROOF TRUSSES: 7/16" O.S.B. ROOF SHEATHING: FIBERGLASS /ASPHALT SHINGLES:
-w/15# ROOF FELT -w/PLY-CLIPS INSULATION BAFFLE MIN. O.H. 10" 2nd FLR. SUBFLR. 2x2 NAILER DBL. 2x4 TOP PLATE HORIZONTAL SIDING "J" CHANNEL w/1x8 GUTTER BOARD: -w/ALUMINUM GUTTER (STRUCTURAL
& WATER REPELLENT) THERMO-PLY SHEATHING -w/R-13 KRAFT FACED 2x4 FRAME WALL: BATT INSULATION -IN EA. TRUSS SPACE FINISH TRIM, TYP. R-19 BATT INSULATION: -CONTINUOUS ALONG BAND BOARDS
FOR SIZE OF JOISTS 2x No. 1 KD SOUTHERN PINE FLOOR JOISTS: -SEE FRAMING PLANS @16" OR 19.2" O.C. T/2nd FLR. DBL. TOP 12" DRYWALL 12" DRYWALL 58" T&G O.S.B. SUBFLOOR: -GLUED, NAILED,
AND SCREWED T/1st FLR. DBL. TOP 12" x 12" HARDBOARD FRIEZE: -TRIM TO MATCH WINDOW HEADER HEIGHTS 38" SOFFIT: -w/ALUMINUM VENT @48" O.C. 158" BARGE MOULD @24" O.C. HORIZONTAL BRICK WEEPHOLES
24" O.C. VERT. (9 BRICK COURSES) 16" O.C. HORIZONTAL -w/METAL WALL TIES @4'-0"h. BRICK VENEER: 312" 7'-812" OR 8'-812" UNBRACED WALL HEIGHT 8'-1" OR 9'-1" -SEE FLOOR PLANS 112" 8'-0"
OR 9'-0" (REFER TO FOUNDATION PLANS) T/FOOTING T/SLAB T/FDN. WALL 1st FLR. SUBFLR. FINISH GRADE -VARIES -SEE EXTERIORS, SHEET # A1.0 -HOLD DOWN MIN. 8 1/2" FROM TOP OF WALL -CONTINUOUS
ALONG R-19 BATT INSULATION: BAND BOARDS FLASHING DBL. 2x4 TOP PLATE (STRUCTURAL & WATER REPELLENT) THERMO-PLY SHEATHING -w/R-13 KRAFT FACED 2x4 FRAME WALL: BATT INSULATION 8" THICK CAST-IN-PLACE
2x4 KEY-WAY IN FOOTING -OTHERWISE PROVIDE CONTINUOUS POUR BASEMENT SLAB BEFORE NOTE: BACKFILLING CONCRETE FOUNDATION WALL: FOUNDATION PLAN -UNLESS NOTED OTHERWISE ON PERIMETER OF FDN.
-CONTINUOUS AROUND -MINIMUM 2" COVERING (2) #4 RE-BARS: BITUMINOUS ASPHALT ALL WALL TIES, CONTROL JOINTS, & COLD JOINTS. -SPRAY APPLY (2) COATS BITUMINOUS DAMPROOFING BELOW GRADE,TYPICAL.
-REFER TO FOUND. PLAN FOR WATERPROOFING INFO. IF REQUIRED. GRAVEL FILL 8"x18" CONCRETE FOOTING: (UNLESS NOTED OTHERWISE) FOR SIZE OF JOISTS 2x No. 1 KD SOUTHERN PINE FLOOR JOISTS: -SEE
FRAMING PLANS @16" OR 19.2" O.C. 12" DRYWALL 12" DRYWALL 58" T&G O.S.B. SUBFLOOR: -GLUED, NAILED, AND SCREWED 978" or 1178" 1138" or 1338" 2x4 PRESSURE-TREATED SILL PLATE: -STRAPPED
TO FOUNDATION PER MANUFACTURER'S RECOMMENDATION -APPLY CONTINUOUS POLY SILL SEALER TO SILL , TYP. 2" x 3" METAL DRIP FLASHING, TYP. -w/1" HEM -NAIL TO SHEATHING -USE 1" ROOFING NAILS
@EA. STUD 214" x 5" LIMESTONE SILL, TYP. -PULL BTM. 1"± -SLOPE 14" MIN. APPROXIMATE 1" AIR SPACE TO ALLOW FOR STANDARD CONSTRUCTION TOLERANCES, SUCH AS MORTAR PROTRUSION, SQUARENESS
OF FOUNDATION, ETC. THE INTENT OF THE AIR SPACE BEHIND THE BRICK VENEER IS TO ALLOW MOISTURE THAT ENTERS THE CAVITY TO MIGRATE DOWN AND OUT THROUGH THE BRICK WEEPHOLES. -w/WEEP CARDS
3" Ø DRAIN TILE: -THRU FOOTING @6'-0" O.C. -PLACE @BOTTOM OF FT'G. R-38 BLOWN-IN INSULATION -UNLESS NOTED OTHERWISE ON PLAN -UNLESS NOTED OTHERWISE ON PLAN -UNLESS NOTED OTHERWISE ON
PLAN 6 MIL POLY VAPOR BARRIER 4" Ø DRAIN TILE: -EA. SIDE OF FOOTING -w/GRAVEL FILL -PIPE TO DAYLIGHT 312" THICK K CONCRETE SLAB -ON MIN. 4" GRAVEL BASE NOTE: 8'-0"h. FOUNDATION WALLS
-8"thk. WALLS -PROVIDE #4 REBARS SPACED VERTICALLY @22" o.c. & (3) #4 REBARS HORIZONTALLY 9'-0"h. FOUNDATION WALLS -10"thk. WALLS -PROVIDE #4 REBARS SPACED VERTICALLY @19" o.c. & (4)
#4 REBARS HORIZONTALLY FOR 8' & 9' WALL HEIGHTS: ONE HORIZ. BAR SHALL BE WITHIN THE TOP 24", ONE IN THE BOTTOM 24" w/THE REMAINING BARS EQUALLY SPACED, MIN. 2" CONCRETE COVER BTWN INSIDE
FACE OF WALL & FACE OF HORIZ. BARS NOTE: BASEMENT INSULATION NOT SHOWN -TYPE AND DEPTH VARIES PER PLAN -SEE NOTES ON FOUNDATION PLAN FOR SPECIFIC INFO 8" REFER TO FLAGGED NOTE FOR NUMBER
& SPACING OF HORIZONTAL REBARS 10" 14" O.H. VERTICAL #4 RE-BARS @18" O.C., VERTICAL SPACING -MAINTAIN MINIMUM 2" COVER -EXTEND 18" BELOW BTM/CURB 08 PER PLAN @16" o.c. PRE-ENGINEERED
WD. ROOF TRUSSES: DBL. 2x4 TOP PLATE @24" o.c. GABLE w/STUDS 7/16" O.S.B. ROOF SHEATHING 3/8" SOFFIT -ON 1x6 BACK-UP 1x8 GABLE FRIEZE: -REFER TO NOTES ON SECTIONS HORIZONTAL SIDING:
1x8 RAKE BOARD 3/4" = 1'-0" SECTION -SIDED GABLE w/EXTENDED RAKE SCALE: THERMO-PLY SHEATHING: (STRUCTURAL & WATER REPELLENT) -GABLE SHT'G TO OVERLAP WALL SHT'G 2" MINIMUM. -NO J-CHANNEL
@GABLE FRIEZE BOARD -2x6 BLOCKS @24" o.c. ON 1x6's GABLE EXTENSION: @3" o.c., TYP. APPROVED FASTENER R-38 BLOWN-IN INSUL. -UNLESS NOTED OTHERWISE ON PLAN 158" BARGE MOULD REASON FOR
PLOT: PLOT DATE: Job No. Sheet No.IN NEW RESIDENCE FOR: HOMESITE NO. C FISCHER SINGLE FAMILY HOMES II, LLC. 6602 EAST 75TH STREET. SUITE 400 INDIANAPOLIS, IN 46250 PH 317.348.2500 FIELD
SPEC HOTLINE: (859) 344-7100 COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc. HOME TYPE: PLAN NO. EXTERIOR: 11/16/2010 2:09 PM LSP-152 MARKET HOME 13965 TWIN LAKES CIRCLE EAST ANDOVER
F744 CMLAKESIDE PARK CARMEL, INDIANA 152 06/2010 TJE 2009 859-344-7006 11-5-10 CHRIS VOELKER FOUNDERS COLLECTION WS-B1
09 06 03 08 05 02 07 04 01 BRICK VENEER @BAND BOARD SCALE: 3" = 1'-0" 2" (MIN.) 358" 1" 18" 312" 814" BRICK VENEER -24" O.C. VERT. (9 COURSES) -16" O.C. HORIZONTAL METAL WALL TIES: THERMO-PLY
SHEATHING DOUBLE 2x4 TOP PLATE THERMO-PLY SHEATHING AIR SPACE, TYPICAL @SECOND FLOOR NOTE: SECOND FLR THERMO-PLY SHT'G TO OVERLAP FIRST FLR THERMO-PLY SHT'G 2" MINIMUM. @FIRST FLOOR
R-19 BAND BD. INSULATION -CONTINUOUSSECTION DETAIL 8" @2x10's 6" @2x12's HOLD T/POLY FLASH'G AT: 8" OFF T/SUBFLOOR FOR 2x10 JSTS. 6" OFF T/SUBFLOOR FOR 2x12 JSTS APPROVED FASTENER @12"o.c.
IN BTM 1/3 OF BAND BD. APPROVED FASTENER @3"o.c., TYPICAL APPROVED FASTENER @3"o.c., TYPICAL 24" POLY FLASHING @SECOND FLR. BAND BD. -EXTEND PAST BTM. OF 2nd FLR. SHT'G, TYPICAL BRICK
VENEER @FOUNDATION BRICK CURB SCALE: 3" = 1'-0" 41 4" 4" 4" THICK CAST-IN-PLACE CONCRETE BRICK CURB 814" SECTION DETAIL MUDSILL ANCHOR STRAP, TYP. THERMO-PLY SHEATHING 18" WIDE MYLAR
COUNTER FLASH'G FLASH & SEAL' FLASH'G: BRICK VENEER R-19 BAND BD. INSULATION -CONTINUOUS -HOLD T/MYLAR : 4" OFF T/SUBFLOOR @2x10 JSTS AIR SPACE, TYPICAL -12" WIDE @2x8 JOISTS 1" -HOLD
BTM OF THERMO-PLY 1" BELOW T/SUBFLOOR APPROVED FASTENER @3"o.c., TYPICAL SILL SEALER, TYPICAL -18" WIDE @2x10 JSTS -SEAL AROUND ALL PENETRATIONS TYPICAL 4" @2x10's 2" @2x12's 2" OFF
T/SUBFLOOR @2x12 JSTS CAULK @SILL TYPICAL VERTICAL #4 RE-BARS @18" O.C., VERTICAL SPACING -MAINTAIN MINIMUM 2" COVER -EXTEND 18" BELOW BTM/CURB BRICK VENEER @LIMESTONE SILL w/1x TRIM
SCALE: 3" = 1'-0" SECTION DETAIL 1"± 14" MIN. HORIZONTAL SIDING, TYPICAL 2" x 3" METAL DRIP FLASHING, TYP. -w/1" HEM -NAIL TO SHEATHING -USE 1" ROOFING NAILS @EA. STUD 214" x 5" LIMESTONE
SILL, TYP. -PULL BTM. 1"± -SLOPE 14" MIN. SIDING STARTER STRIP, TYP. DRIP EDGE -SET IN BED OF SEALANT -NAIL & CAULK TO SHEATHING -USE 1" ROOFING NAILS @EA. STUD 1x TRIM BOARD -REFER
TO ELEVATIONS FOR SIZES AND PROFILES BRICK VENEER, TYPICAL 1"± NOTE: HEM OF FLASHING MUST FASTEN ONE PIECE TO THE OTHER. 2" 12" 1" 2" 3" 115° 2" 3" BRICK VENEER @LIMESTONE SILL SCALE:
3" = 1'-0" SECTION DETAIL 1"; 14" MIN. HORIZONTAL SIDING, TYPICAL 2" x 3" METAL DRIP FLASHING, TYP. -w/1" HEM -NAIL & CAULK TO SHEATHING -USE 1" ROOFING NAILS @EA. STUD 214" x 5" LIMESTONE
SILL, TYP. -PULL BTM. 1"± -SLOPE 14" MIN. SIDING STARTER STRIP, TYP. BRICK VENEER, TYPICAL 1"± NOTE: HEM OF FLASHING MUST FASTEN ONE PIECE TO THE OTHER. 2" 3" 2" 3" 115° 412" FIBERGLASS
/ASPHALT SHINGLES: 10" O.H. -w/15# ROOF FELT 7/16" O.S.B. ROOF SHEATHING: -w/PLY-CLIPS HEEL CUT VARIES 358" 1" 18" 312" 814" ENLARGED SOFFIT DETAIL w/BRICK VENEER SCALE: 3" = 1'-0" 1x8
GUTTER BOARD ALUMINUM GUTTER 5/4 BLOCKING (FROM SHT'G) 2x4 BLK'G LADDER BRICK VENEER THERMO-PLY SHEATHING -2" WIDE RIPPERS 738"; APPROVED FASTENER @3"o.c., TYPICAL @24"o.c.,TYPICAL 1x2
NAILER 1 2 2 2 2x2 NAILER 1x2 NAILER 1 2 38" SOFFIT: -w/ALUMINUM VENT @48" O.C. 158" BARGE MOULD 12" x 12" HARDBOARD FRIEZE: -TRIM TO MATCH WINDOW HEADER HEIGHTS BRICK VENEER @WALKOUT
BRICK TO GRADE SCALE: 3" = 1'-0" THERMO-PLY SHEATHING THICKNESS VARIES REFER TO FOUNDATION PLAN 14" O.H. BRICK VENEER CAST-IN-PLACE CONCRETE FOUNDATION SUBWALL: -REFER TO FOUNDATION
PLAN FOR WALL THICKNESS @24" O.C. HORIZONTAL BRICK WEEPHOLES AIR SPACE, TYPICAL SECTION DETAIL 12" WIDE 'FLASH & SEAL' FLASH'G -TOP OF FLASHING TO BE SEALED w/FIBERGLASS MESH & TAR,
TYP. HOLD THERMOPLY SHT'G 3/8" OFF T/FOUNDATION -CONTINUOUS, TYPICAL CAULK @SILL PLATE SILL SEALER, TYPICAL OF GRADE APPROXIMATE LINE @3"o.c., TYP. APPROVED FASTENER MUDSILL ANCHOR STRAP,
TYP. -OVERHANG FOUNDATION 1/4", TYP. NOTE: -w/WEEP CARDS HORIZONTAL SIDING @BAND BOARD SCALE: 3" = 1'-0" 2" (MIN.) 18" 312" 358" THERMO-PLY SHEATHING DOUBLE 2x4 TOP PLATE THERMO-PLY
SHEATHING @SECOND FLOOR NOTE: SECOND FLR THERMO-PLY SHT'G TO OVERLAP FIRST FLR THERMO-PLY SHT'G 2" MINIMUM. @FIRST FLOOR R-19 BAND BD. INSULATION HORIZONTAL SIDING TYPICAL -CONTINUOUSSECTION
DETAIL APPROVED FASTENER @3"o.c., TYPICAL 8" @2x10's 6" @2x12's HOLD T/POLY FLASH'G AT: 8" OFF T/SUBFLOOR FOR 2x10 JSTS. 6" OFF T/SUBFLOOR FOR 2x12 JSTS APPROVED FASTENER @12"o.c. IN
BTM 1/3 OF BAND BD. APPROVED FASTENER @3"o.c., TYPICAL 24" POLY FLASHING @SECOND FLR. BAND BD. -EXTEND PAST BTM OF 2nd FLR SHT'G, TYPICALENLARGED SOFFIT DTL. w/HORIZONTAL SIDING SCALE:
3" = 1'-0" FIBERGLASS /ASPHALT SHINGLES: 10" O.H. -w/15# ROOF FELT 7/16" O.S.B. ROOF SHEATHING: -w/PLY-CLIPS HEEL CUT VARIES 1x8 GUTTER BOARD ALUMINUM GUTTER THERMO-PLY SHEATHING 'J'
CHANNEL w/HORIZONTAL SIDING TYPICAL APPROVED FASTENER @3"o.c., TYPICAL FINISH TRIM, TYP. 2 2 2x2 NAILER 38" SOFFIT: -w/ALUMINUM VENT @48" O.C. 158" BARGE MOULD 12" x 12" HARDBOARD FRIEZE:
-TRIM TO MATCH WINDOW HEADER HEIGHTS INDIANAPOLIS DIVISION BRICK VENEER @CONC. FOUNDATION WALL SCALE: 3" = 1'-0" THERMO-PLY SHEATHING FLASH & SEAL' FLASH'G: THICKNESS VARIES REFER TO
FOUNDATION PLAN BRICK VENEER CAST-IN-PLACE CONCRETE FOUNDATION WALL: -REFER TO FOUNDATION PLAN FOR WALL THICKNESS @24" O.C. HORIZONTAL BRICK WEEPHOLES AIR SPACE, TYPICAL -SEAL AROUND
ALL PENETRATIONS, TYP. SECTION DETAIL MUDSILL ANCHOR STRAP, TYP. 1" -HOLD BTM OF THERMO-PLY 1" BELOW T/SUBFLOOR APPROVED FASTENER @3"o.c., TYPICAL SILL SEALER, TYPICAL -18" WIDE 4" @2x10's
2" @2x12's 18" WIDE MYLAR COUNTER FLASH'G R-19 BAND BD. INSULATION -CONTINUOUS -HOLD T/MYLAR : 4" OFF T/SUBFLOOR @2x10 JSTS 2" OFF T/SUBFLOOR @2x12 JSTS -w/WEEP CARDS (2) COATS SPRAY-APPLICATION
BITUMINOUS DAMPPROOFING: -APPLIED TO CURB & BELOW GRADE -REFER TO FOUNDATION PLAN FOR INFORMATION REGARDING WATERPROOFING 4" 8" VERTICAL #4 RE-BARS @18" O.C., VERTICAL SPACING -MAINTAIN
MINIMUM 2" COVER -EXTEND 18" BELOW BTM/CURB 10 8" AIR SPACE, TYPICAL BRICK VENEER THERMO-PLY SHEATHING 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 FLASH & SEAL' FLASH'G: CAST-IN-PLACE CONCRETE FOUNDATION WALL: -REFER TO FOUNDATION PLAN FOR WALL THICKNESS
VERTICAL #4 RE-BARS @18" O.C., VERTICAL SPACING -MAINTAIN MINIMUM 2" COVER -EXTEND 18" BELOW BTM/CURB 4" 8" -SEAL AROUND ALL PENETRATIONS, TYP. -18" WIDE NOTE: GLUE TOP AND SIDES OF
THERMO-PLY SHEATHING ONLY! DO NOT GLUE THE FIELD! AT THE LAP GLUE THE FIRST SHEET TO THE STUDS. DO NOT GLUE THE SECOND SHEET TO THE FIRST SHEET. NAIL THE TOP, BOTTOM, AND SIDES OF SHEATHING
@3"o.c. NAIL THE FIELD @3"o.c. w/APPROVED FASTENERS. NOTE: GLUE IS NOT REQUIRED FOR CODE COMPLIANCE. NOTE: FASTENING OF THERMO-PLY SHEATHING TO BAND BOARD IS NOT REQUIRED FOR CODE COMPLIANCE
WITH WALL BRACING CRITERIA. NOMINAL 12" o.c. FASTENER SPACING IS SUFFICIENT FOR ATTACHMENT. REASON FOR PLOT: PLOT DATE: Job No. Sheet No.IN NEW RESIDENCE FOR: HOMESITE NO. C FISCHER
SINGLE FAMILY HOMES II, LLC. 6602 EAST 75TH STREET. SUITE 400 INDIANAPOLIS, IN 46250 PH 317.348.2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc.
HOME TYPE: PLAN NO. EXTERIOR: 11/16/2010 2:09 PM LSP-152 MARKET HOME 13965 TWIN LAKES CIRCLE EAST ANDOVER F744 CMLAKESIDE PARK CARMEL, INDIANA 152 06/2010 TJE 2009 859-344-7006 11-5-10
CHRIS VOELKER FOUNDERS COLLECTION WS-B2
02 DOOR JAMB @HORIZONTAL SIDING SCALE: PLAN DETAIL HORIZONTAL SIDING, TYPICAL J-CHANNEL TRIM, TYPICAL 1x TRIM SURROUND -REFER TO ELEVATIONS LINE OF THRESHOLD BELOW ENTRY DOOR WITH FACTORY
APPLIED BRICK MOULD CAULK CONTINUOUS OUTSIDE & BEHIND BRICK MOULD: -INSTALL IN SUCH A MANNER SO AS TO PREVENT MOISTURE FROM ENTERING THE TOP & SIDES OF THE EXTERIOR DOOR OPN'G. 05 DOOR
JAMB @MASONRY VENEER SCALE: PLAN DETAIL CAULK, CONTINUOUS LINE OF THRESHOLD BELOW LINE OF CONCRETE STEP BELOW. ENTRY DOOR WITH FACTORY APPLIED BRICK MOULD CAULK CONTINUOUS OUTSIDE &
BEHIND BRICK MOULD: -INSTALL IN SUCH A MANNER SO AS TO PREVENT MOISTURE FROM ENTERING THE TOP & SIDES OF THE EXTERIOR DOOR OPN'G. REFER TO TYPICAL WALL SECTIONS AND GENERAL NOTES FOR
BRICK TIE REQUIREMENTS. MASONRY VENEER, TYP. -BRICK SHOWN, STONE SIM. 10 DOOR HEAD WITH WOOD TRIM PANEL ABOVE SCALE: 3" = 1'-0" 08 SCALE: DOOR JAMB WITH WOOD TRIM PLAN DETAIL CAULK,
CONTINUOUS MASONRY VENEER, TYPICAL LINE OF THRESHOLD BELOW LINE OF CONCRETE STOOP BELOW. 1x TRIM OVER P.T. 5/4 BACK-UP -REFER TO ELEVATIONS ENTRY DOOR WITH FACTORY APPLIED BRICK MOULD
CAULK CONTINUOUS OUTSIDE & BEHIND BRICK MOULD: -INSTALL IN SUCH A MANNER SO AS TO PREVENT MOISTURE FROM ENTERING THE TOP & SIDES OF THE EXTERIOR DOOR OPN'G. 11 DOOR HEAD @COVERED PORCH
SCALE: ENTRY DOOR WITH FACTORY APPLIED BRICK MOULD CAULK CONTINUOUS OUTSIDE & BEHIND BRICK MOULD: -INSTALL IN SUCH A MANNER SO AS TO PREVENT MOISTURE FROM ENTERING THE TOP & SIDES OF
THE EXTERIOR DOOR OPN'G. BRICK BEYOND 2x CEILING RAFTER -REFER TO PLANS & SECTIONS 06 DOOR THRESHOLD @BRICK VENEER SCALE: 8" 8" THICK CAST-IN-PLACE CONCRETE FOUNDATION WALL: -UNLESS
NOTED OTHERWISE ON FOUNDATION PLAN CAULK, CONTINUOUS DOOR JAMB BEYOND 5/8x4 BLOCKING, TYPICAL BRICK ROWLOCK SILL -SLOPE 1/4" -HOLD 1/4" BELOW THRESHOLD, TYP. FINISH FLOORING SHOWN DASHED
-REFER TO PLANS BRICK VENEER BEYOND 'FLASH & SEAL' FLASHING 6" 1/2" FIBER EXPANSION BOARD, TYPICAL CONC. HAUNCH BEYOND REFER TO FOUNDATION PLANS ALUMINUM PAN -SET IN 3 BEADS OF CAULK
12 MASONRY VENEER w/DECORATIVE SURROUND SCALE: 8" 8" THICK CAST-IN-PLACE CONCRETE FOUNDATION WALL: -UNLESS NOTED OTHERWISE ON FOUNDATION PLAN 1x6 TRIM OVER P.T. 1x BLOCKING -HOLD 1/4"
BELOW THRESHOLD -HOLD 1/4" OFF T/PORCH SLAB -w/45° BEVEL @TOP FLASH & SEAL' FLASHING 6" CAULK, CONTINUOUS SYNTHETIC DECORATIVE DOOR SURROUND BEYOND -REFER TO ELEV'S DOOR THRESHOLD CONC.
HAUNCH BEYOND REFER TO FOUNDATION PLANS CAULK, CONTINUOUS DOOR JAMB BEYOND FINISH FLOORING SHOWN DASHED -REFER TO PLANS BRICK VENEER BEYOND 5/8x4 BLOCKING, TYPICAL ALUMINUM PAN -SET
IN 3 BEADS OF CAULK DOOR HEAD @HORIZONTAL SIDING SCALE: 01 HORIZONTAL SIDING, TYPICAL THERMO-PLY SHEATHING, TYPICAL ENTRY DOOR WITH FACTORY APPLIED BRICK MOULD OVERLAP THERMO-PLY SHEATHING
2" @TOP PLATE TYPICAL. 1x TRIM, TYPICAL -REFER TO ELEVATIONS J-CHANNEL TRIM, TYPICAL CAULK CONTINUOUS OUTSIDE & BEHIND BRICK MOULD: -INSTALL IN SUCH A MANNER SO AS TO PREVENT MOISTURE
FROM ENTERING THE TOP & SIDES OF THE EXTERIOR DOOR OPN'G. 24" POLY FLASHING @BAND BOARD, TYPICAL BREAK MTL DRIP EDGE FLASH'G: -NAIL & CAULK T/FLASHING TO WALL SHEATHING, TYPICAL -EXTEND
FLASH'G 1/2"± BEYOND OUTSIDE EDGE OF BRICK MOULD -SUPPLIED & INSTALLED BY DOOR INSTALLER. 5/16" HARDIPANEL -SMOOTH FINISH, TYPICAL -HOLD 1/4" OFF BRICK MOULD 1x TRIM, TYPICAL -HOLD TRIM
1/16" OFF BRICK MOULD -REFER TO ELEVATIONS FOR SIZES AND PROFILES VENEER BEYOND -REFER TO ELEVATIONS, (BRICK SHOWN) BREAK MTL DRIP EDGE FLASH'G: -NAIL & CAULK T/FLASHING TO WALL SHEATHING,
TYPICAL -EXTEND FLASH'G 1/2"± BEYOND OUTSIDE EDGE OF BRICK MOULD -SUPPLIED & INSTALLED BY DOOR INSTALLER ENTRY DOOR WITH FACTORY APPLIED BRICK MOULD CAULK CONTINUOUS OUTSIDE & BEHIND
BRICK MOULD: -INSTALL IN SUCH A MANNER SO AS TO PREVENT MOISTURE FROM ENTERING THE TOP & SIDES OF THE EXTERIOR DOOR OPN'G. 1x TRIM, TYPICAL -w/30° BEVEL @TOP EDGE -HOLD TRIM 1/16" OFF
BRICK MOULD -REFER TO ELEVATIONS FOR SIZES AND PROFILES PVC MOULDING, TYPICAL -REFER TO ELEVATIONS FOR SIZE AND LOCATION 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" 3" = 1'-0"
3" = 1'-0" 03 DOOR THRESHOLD @SIDING /CULTURED STONE SCALE: 3" = 1'-0" 8" 8" THICK CAST-IN-PLACE CONCRETE FOUNDATION WALL -UNLESS NOTED OTHERWISE ON FOUNDATION PLAN CAULK, CONTINUOUS
DOOR JAMB BEYOND 1x6 TRIM, TYPICAL -HOLD 14" BELOW THRESHOLD -HOLD 14" OFF T/PORCH SLAB FINISH FLOORING SHOWN DASHED -REFER TO PLANS 6" CAULK, CONTINUOUS CONC. HAUNCH BEYOND REFER TO
FOUNDATION PLANS THERMO-PLY SHEATHING -EXTEND SHEATHING TO 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
07 SCALE: 3" = 1'-0" DOOR HEAD WITH WOOD TRIM STEEL LINTEL, TYPICAL -RE: GENERAL NOTES FOR SIZE & BEARING REQUIREMENTS CAULK, CONTINUOUS 1x TRIM OVER P.T. 5/4 BACK-UP -REFER TO ELEVATIONS
BREAK MTL DRIP EDGE FLASH'G: -NAIL & CAULK T/FLASHING TO WALL SHEATHING, TYPICAL -EXTEND FLASH'G 1/2"± BEYOND OUTSIDE EDGE OF BRICK MOULD -SUPPLIED & INSTALLED BY DOOR INSTALLER ENTRY
DOOR WITH FACTORY APPLIED BRICK MOULD CAULK CONTINUOUS OUTSIDE & BEHIND BRICK MOULD: -INSTALL IN SUCH A MANNER SO AS TO PREVENT MOISTURE FROM ENTERING THE TOP & SIDES OF THE EXTERIOR
DOOR OPN'G. MASONRY VENEER MASONRY VENEER, TYP. -BRICK SHOWN, STONE SIM. 18" MYLAR FLASHING -EXTEND 8" BEYOND EA. SIDE OF DOOR -NAIL & CAULK T/FLASH'G TO SHEATHING, TYP. BRICK WEEPHOLES,
TYPICAL -ANGLE UP FROM BTM OF SOLDIER -2'-0" o.c. & AT EA. SIDE OF OPN'G -KEEP WEEPS TO MINIMUM (3/16") 04 SCALE: 3" = 1'-0" DOOR HEAD @MASONRY VENEER STEEL LINTEL, TYPICAL -RE: GENERAL
NOTES FOR SIZE & BEARING REQUIREMENTS ENTRY DOOR WITH FACTORY APPLIED BRICK MOULD CAULK CONTINUOUS OUTSIDE & BEHIND BRICK MOULD: -INSTALL IN SUCH A MANNER SO AS TO PREVENT MOISTURE FROM
ENTERING THE TOP & SIDES OF THE EXTERIOR DOOR OPN'G. MASONRY VENEER, TYP. -BRICK SHOWN, STONE SIM. NOTE: 1"± AIR SPACE @BRICK VENEER, TYPICAL GROUT SOLID W/15# FELT OR OTHER APPROVED
WEATHER-RESISTANT MATERIAL @STONE VENEER ONLY, TYPICAL 09 ARCHED DOOR HEAD @BRICK VENEER SCALE: 3" = 1'-0" MASONRY VENEER, TYPICAL 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") REASON FOR PLOT: PLOT DATE: Job No. Sheet No.IN NEW RESIDENCE
FOR: HOMESITE NO. C FISCHER SINGLE FAMILY HOMES II, LLC. 6602 EAST 75TH STREET. SUITE 400 INDIANAPOLIS, IN 46250 PH 317.348.2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHT ALL RIGHTS
RESERVED FISCHER HOMES, Inc. HOME TYPE: PLAN NO. EXTERIOR: 11/16/2010 2:09 PM LSP-152 MARKET HOME 13965 TWIN LAKES CIRCLE EAST ANDOVER F744 CMLAKESIDE PARK CARMEL, INDIANA 152 06/2010
TJE 2009 859-344-7006 11-5-10 CHRIS VOELKER FOUNDERS COLLECTION D1.0
02 WINDOW JAMB @HORIZONTAL SIDING SCALE: HORIZONTAL SIDING, TYPICAL J-CHANNEL TRIM, TYPICAL PLAN DETAIL 'SONOLASTIC NP-1' CAULK OVER ALL NAIL HOLES AND OUTSIDE EDGE OF NAILING FLANGE.
-SMOOTH w/APPLICATOR -INSTALL IN SUCH A MANNER SO AS TO PREVENT MOISTURE FROM ENTERING THE TOP & SIDES OF THE EXTERIOR WINDOW OPN'G. 03 WINDOW SILL @HORIZONTAL SIDING SCALE: 'SONOLASTIC
NP-1' CAULK OVER ALL NAIL HOLES AND OUTSIDE EDGE OF NAILING FLANGE. -SMOOTH w/APPLICATOR -INSTALL IN SUCH A MANNER SO AS TO PREVENT MOISTURE FROM ENTERING THE TOP & SIDES OF THE EXTERIOR
WINDOW OPN'G. WATER DIVERTER, TYPICAL: -EXTEND TO 2" BEYOND EA. SIDE OF WINDOW -REFER TO DTL. THIS SHT. 08 WINDOW HEAD @HORIZONTAL SIDING SCALE: HORIZONTAL SIDING, TYPICAL J-CHANNEL
TRIM, TYPICAL 'SONOLASTIC NP-1' CAULK OVER ALL NAIL HOLES AND OUTSIDE EDGE OF NAILING FLANGE. -SMOOTH w/APPLICATOR -INSTALL IN SUCH A MANNER SO AS TO PREVENT MOISTURE FROM ENTERING THE
TOP & SIDES OF THE EXTERIOR WINDOW OPN'G. 04 WINDOW HEAD w/WOOD TRIM @HORIZ. SIDING SCALE: HORIZONTAL SIDING, TYPICAL THERMO-PLY SHEATHING, TYPICAL J-CHANNEL TRIM, TYPICAL 1x TRIM, TYPICAL
-REFER TO ELEVATIONS FOR SIZES AND PROFILES 'SONOLASTIC NP-1' CAULK OVER ALL NAIL HOLES AND OUTSIDE EDGE OF NAILING FLANGE. -SMOOTH w/APPLICATOR -INSTALL IN SUCH A MANNER SO AS TO PREVENT
MOISTURE FROM ENTERING THE TOP & SIDES OF THE EXTERIOR WINDOW OPN'G. 05 WINDOW JAMB w/WOOD TRIM @HORIZ. SIDING SCALE: HORIZONTAL SIDING, TYPICAL PLAN DETAIL J-CHANNEL TRIM, TYPICAL 1x
TRIM, TYPICAL -REFER TO ELEVATIONS FOR SIZES AND PROFILES 'SONOLASTIC NP-1' CAULK OVER ALL NAIL HOLES AND OUTSIDE EDGE OF NAILING FLANGE. -SMOOTH w/APPLICATOR -INSTALL IN SUCH A MANNER
SO AS TO PREVENT MOISTURE FROM ENTERING THE TOP & SIDES OF THE EXTERIOR WINDOW OPN'G. 07 WINDOW SILLS @HORIZONTAL VINYL SIDING SCALE: 3" = 1'-0" WATER DIVERTER ELEVATION DETAIL WATER
DIVERTER: -CUT FROM SCRAP SIDING OR COIL STOCK -EXTEND TO 2" BEYOND EA. END OF WINDOW J-CHANNEL WITH SQUARED CORNERS 2" SET DIVERTER ON NAIL
HEM OF THE LAST FULL COURSE OF SIDING LAST FULL COURSE OF SIDING 2" TO 2" BEYOND OTHER SIDE OF WINDOW 06 WINDOW SILL w/WOOD TRIM @HORIZ. SIDING SCALE: 'SONOLASTIC NP-1' CAULK OVER ALL
NAIL HOLES AND OUTSIDE EDGE OF NAILING FLANGE. -SMOOTH w/APPLICATOR -INSTALL IN SUCH A MANNER SO AS TO PREVENT MOISTURE FROM ENTERING THE TOP & SIDES OF THE EXTERIOR WINDOW OPN'G. WATER
DIVERTER, TYPICAL: -EXTEND TO 2" BEYOND EA. SIDE OF WINDOW -REFER TO DTL. THIS SHT. 1x TRIM, TYPICAL -REFER TO ELEVATIONS FOR SIZES AND PROFILES 09 WINDOW SILL WITH TRANSOM PANEL BELOW
SCALE: TRANSOM WINDOW 'SONOLASTIC NP-1' CAULK OVER ALL NAIL HOLES AND OUTSIDE EDGE OF NAILING FLANGE. -SMOOTH w/APPLICATOR -INSTALL IN SUCH A MANNER SO AS TO PREVENT MOISTURE FROM ENTERING
THE TOP & SIDES OF THE EXTERIOR WINDOW OPN'G. 5/16" HARDIPANEL -SMOOTH FINISH, TYPICAL -HOLD 1/4" OFF BRICK MOULD 1x TRIM, TYPICAL -30° BEVELED EDGE @TOP, FRONT EDGE 3/8" 30° CAULK,
CONTINUOUS, TYPICAL 01 WINDOW HEAD @FRIEZE BOARD SCALE: APPROVED ANCHORS VINYL WINDOW UNIT TYPICAL APPROVED FASTENER @3"o.c., TYPICAL @3"o.c., TYPICAL HORIZONTAL SIDING THERMO-PLY SHEATHING,
TYPICAL 112" NAIL @EVERY OTHER NAILING HOLE IN WINDOW FLANGE -NAIL HEAD TO BE WIDER THAN HOLE IN FLANGE : WINDOW NAILING FLANGE MUST HAVE A CONTINUOUS LAP OF 1-1/8" OVER THE SHEATHING,
TYPICAL 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" 12" x 12" HARDBOARD FRIEZE: -TRIM TO MATCH WINDOW HEADER HEIGHTS 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: FLASH'G: -NAIL & CAULK T/FLASHING
TO WALL SHEATHING, TYPICAL -EXTEND FLASH'G 1/2"± BEYOND OUTSIDE EDGE OF WINDOW CAULK, CONTINUOUS CAULK, CONTINUOUS REASON FOR PLOT: PLOT DATE: Job No. Sheet No.IN NEW RESIDENCE FOR:
HOMESITE NO. C FISCHER SINGLE FAMILY HOMES II, LLC. 6602 EAST 75TH STREET. SUITE 400 INDIANAPOLIS, IN 46250 PH 317.348.2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHT ALL RIGHTS RESERVED
FISCHER HOMES, Inc. HOME TYPE: PLAN NO. EXTERIOR: 11/16/2010 2:09 PM LSP-152 MARKET HOME 13965 TWIN LAKES CIRCLE EAST ANDOVER F744 CMLAKESIDE PARK CARMEL, INDIANA 152 06/2010 TJE 2009
859-344-7006 11-5-10 CHRIS VOELKER FOUNDERS COLLECTION D2.0
. (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. 4 1/2" @BRICK 6 1/2" @STONE MASONRY VENEER BEYOND -BRICK SHOWN, STONE
SIM. 2x4 BLOCKING @24"o.c. TYPICAL 1x2 BLK'G @TOP & BOTTOM, TYPICAL 5/4" BLOCKING TYPICAL 12" x 12" HARDBOARD FRIEZE: -TRIM TO MATCH WINDOW HEADER HEIGHTS 02 WINDOW JAMB @MASONRY VENEER
SCALE: CAULK, CONTINUOUS PLAN DETAIL 38"± 1"± AIR SPACE @BRICK VENEER, TYPICAL GROUT SOLID W/15# FELT OR OTHER APPROVED WEATHER-RESISTANT MATERIAL @STONE VENEER ONLY, TYPICAL 'SONOLASTIC
NP-1' CAULK OVER ALL NAIL HOLES AND OUTSIDE EDGE OF NAILING FLANGE. -SMOOTH w/APPLICATOR -INSTALL IN SUCH A MANNER SO AS TO PREVENT MOISTURE FROM ENTERING THE TOP & SIDES OF THE EXTERIOR
WINDOW OPN'G. REFER TO TYPICAL WALL SECTIONS AND GENERAL NOTES FOR BRICK TIE REQUIREMENTS. 10 BRICK VENEER @ROWLOCK SILL SCALE: SECTION DETAIL BRICK VENEER, TYPICAL HORIZONTAL SIDING,
TYPICAL 1" 1"± 3"x3" METAL DRIP FLASHING, TYP. -SET IN BED OF SEALANT -NAIL & CAULK TO SHEATHING -USE 1" ROOFING NAILS @EA. STUD BRICK ROWLOCK SILL, TYP. -PULL BTM. 1" -SLOPE 1"± SIDING
STARTER STRIP, TYP. 3" 3" RECOMMENDED OPTION 05 WINDOW JAMB w/WD TRIM @MASONRY VENEER SCALE: MASONRY VENEER, TYPICAL PLAN DETAIL 1x TRIM, OVER P.T. 1x BACK-UP, -REFER TO ELEVATIONS FOR
SIZES AND PROFILES 'SONOLASTIC NP-1' CAULK OVER ALL NAIL HOLES AND OUTSIDE EDGE OF NAILING FLANGE. -SMOOTH w/APPLICATOR -INSTALL IN SUCH A MANNER SO AS TO PREVENT MOISTURE FROM ENTERING
THE TOP & SIDES OF THE EXTERIOR WINDOW OPN'G. 11 BRICK VENEER @ROWLOCK SILL SCALE: SECTION DETAIL BRICK VENEER, TYPICAL HORIZONTAL SIDING, TYPICAL 1" 1"± 3"x3" METAL DRIP FLASHING, TYP.
-SET IN BED OF SEALANT -NAIL & CAULK TO SHEATHING -USE 1" ROOFING NAILS @EA. STUD BRICK ROWLOCK SILL, TYP. -PULL BTM. 1" -SLOPE 1"± FINISH (UTILITY) TRIM, TYPICAL 3" 3" SECOND OPTION
12 SCALE: THIRD OPTION BRICK VENEER @ROWLOCK SILL SECTION DETAIL BRICK VENEER, TYPICAL HORIZONTAL SIDING, TYPICAL 1" 1"± 3"x3" METAL DRIP FLASHING, TYP. -SET IN BED OF SEALANT -NAIL
& CAULK TO SHEATHING -USE 1" ROOFING NAILS @EA. STUD BRICK ROWLOCK SILL, TYP. -PULL BTM. 1" -SLOPE 1"± J-CHANNEL TRIM, TYPICAL w/HOLES DRILLED @24"o.c. FOR DRAINAGE 3" 3" 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" 3" = 1'-0" 1x6, RIP TO FIT CAULK, CONTINUOUS 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"± 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. 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 WINDOW NAILING FLANGE MUST HAVE A CONTINUOUS LAP OF 1-1/8" OVER THE SHEATHING STEEL LINTEL, TYPICAL -RE: GENERAL NOTES FOR SIZE & BEARING
REQUIREMENTS 1x TRIM, OVER P.T. 1x BACK-UP -REFER TO ELEVATIONS FOR SIZES AND PROFILES 'SONOLASTIC NP-1' CAULK OVER ALL NAIL HOLES AND OUTSIDE EDGE OF NAILING FLANGE. -SMOOTH w/APPLICATOR
-INSTALL IN SUCH A MANNER SO AS TO PREVENT MOISTURE FROM ENTERING THE TOP & SIDES OF THE EXTERIOR WINDOW OPN'G. 07 ARCHED WINDOW HEAD @MASONRY VENEER SCALE: MASONRY VENEER, TYPICAL CAULK,
CONTINUOUS 1x TRIM, OVER P.T. 1x BACK-UP -REFER TO ELEVATIONS FOR SIZES AND PROFILES -BRICK SHOWN, STONE SIM. 'SONOLASTIC NP-1' CAULK OVER ALL NAIL HOLES AND OUTSIDE EDGE OF NAILING
FLANGE. -SMOOTH w/APPLICATOR -INSTALL IN SUCH A MANNER SO AS TO PREVENT MOISTURE FROM ENTERING THE TOP & SIDES OF THE EXTERIOR WINDOW OPN'G. 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" 3" = 1'-0"
18" MYLAR FLASHING -EXTEND 8" BEYOND EA. SIDE OF SILL -NAIL & CAULK T/FLASH'G TO SHEATHING, TYP. BRICK WEEPHOLES, TYPICAL -ANGLE UP FROM BTM OF SOLDIER -2'-0" o.c. & AT EA. SIDE OF OPN'G
-KEEP WEEPS TO MINIMUM (3/16") 18" MYLAR FLASHING -EXTEND 8" BEYOND EA. SIDE OF DOOR -NAIL & CAULK T/FLASH'G TO SHEATHING, TYP. BRICK WEEPHOLES, TYPICAL -ANGLE UP FROM BTM OF SOLDIER
-2'-0" o.c. & AT EA. SIDE OF OPN'G -KEEP WEEPS TO MINIMUM (3/16") 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 DOOR -NAIL & CAULK T/FLASH'G TO SHEATHING, TYP. BRICK WEEPHOLES, TYPICAL -ANGLE UP FROM BTM OF SOLDIER -2'-0" o.c. & AT EA. SIDE OF OPN'G -KEEP WEEPS TO
MINIMUM (3/16") 18" MYLAR FLASHING -EXTEND 8" BEYOND EA. SIDE OF DOOR -NAIL & CAULK T/FLASH'G TO SHEATHING, TYP. BRICK WEEPHOLES, TYPICAL -ANGLE UP FROM BTM OF SOLDIER -2'-0" o.c. &
AT EA. SIDE OF OPN'G -KEEP WEEPS TO MINIMUM (3/16") 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 09 LIMESTONE 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" 1/4" MIN. 2 1/4" x 5" LIMESTONE SILL, TYP. -PULL BTM. 1"± -SLOPE 1/4" MIN. TO
PROVIDE POSITIVE DRAINAGE AWAY FROM WINDOW. 18" MYLAR FLASHING -EXTEND 8" BEYOND EA. SIDE OF SILL -NAIL & CAULK T/FLASH'G TO SHEATHING, TYP. BRICK WEEPHOLES, TYPICAL -ANGLE UP FROM BTM
OF SOLDIER -2'-0" o.c. & AT EA. SIDE OF OPN'G -KEEP WEEPS TO MINIMUM (3/16") 06 LIMESTONE WINDOW HEAD @MASONRY VENEER SCALE: 3" = 1'-0" 1 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 SUCH A MANNER SO AS TO PREVENT MOISTURE FROM ENTERING THE TOP & SIDES OF THE EXTERIOR WINDOW OPN'G. 18" MYLAR FLASHING -EXTEND 8" BEYOND EA. SIDE
OF DOOR -NAIL & CAULK T/FLASH'G TO SHEATHING, TYP. BRICK WEEPHOLES, TYPICAL -ANGLE UP FROM BTM OF SOLDIER -2'-0" o.c. & AT EA. SIDE OF OPN'G -KEEP WEEPS TO MINIMUM (3/16") REASON FOR
PLOT: PLOT DATE: Job No. Sheet No.IN NEW RESIDENCE FOR: HOMESITE NO. C FISCHER SINGLE FAMILY HOMES II, LLC. 6602 EAST 75TH STREET. SUITE 400 INDIANAPOLIS, IN 46250 PH 317.348.2500 FIELD
SPEC HOTLINE: (859) 344-7100 COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc. HOME TYPE: PLAN NO. EXTERIOR: 11/16/2010 2:09 PM LSP-152 MARKET HOME 13965 TWIN LAKES CIRCLE EAST ANDOVER
F744 CMLAKESIDE PARK CARMEL, INDIANA 152 06/2010 TJE 2009 859-344-7006 11-5-10 CHRIS VOELKER FOUNDERS COLLECTION D2.1
SCALE: 3/4" = 1'-0" INTERIOR TRIM WINDOW PACKAGE 4 04 -MDF SILL w/SKIRT CASING /FRAME CASING /MDF RETURNS SCALE: 3/4" = 1'-0" INTERIOR TRIM WINDOW PACKAGE 3 03 -MDF SILL w/SKIRT CASING
/FRAME CASING SCALE: 3/4" = 1'-0" INTERIOR TRIM WINDOW PACKAGE 2 02 -MDF SILL w/SKIRT CASING SCALE: 3/4" = 1'-0" INTERIOR TRIM WINDOW PACKAGE 1 01 -POLY SILL 1x4 MDF SILL -3" EXTENSION
(SIDE) -PAINT TRIM COLOR 1x MDF JAMB & HEAD RETURN -PAINT TRIM COLOR 1 1 2" 2" 3" 812"± MDF FINISH DIM. 312"± 1x4 MDF SILL -3" EXTENSION (SIDE) -PAINT TRIM COLOR 214" COLONIAL CASING
-SURFACE MOUNT -PAINT TRIM COLOR 14" REVEAL 11 2" 2" 3" 8"± DRYWALL FINISH DIM. 3"± 214" COLONIAL SILL/SKIRT CASING -12" ANGLE CUT (13°) -SURFACE MOUNT -PAINT TRIM COLOR 1x4 MDF SILL
-1" EXTENSION (SIDE) -PAINT TRIM COLOR 11 2" 2" POLY SILL -12" OVERHANG DRYWALL JAMB & HEAD RETURN 8"± DRYWALL FINISH DIM. DRYWALL JAMB & HEAD RETURN DRYWALL JAMB & HEAD RETURN -PAINT
TRIM COLOR 1" NOTE: WITH 2x6 WALL FRAMING, CHANGE SILL TO 1x6 MDF and EXTEND JAMB & HEAD RETURNS 2" NOTE: WITH 2x6 WALL FRAMING, CHANGE SILL TO 1x6 MDF NOTE: WITH 2x6 WALL FRAMING, INCREASE
POLY SILL DEPTH BY 2" NOTE: WITH 2x6 WALL FRAMING, CHANGE SILL TO 1x6 MDF POLY SILL -12" OVERHANG DRYWALL JAMB & HEAD RETURN POLY SILL -12" OVERHANG DRYWALL JAMB & HEAD RETURN 8"± DRYWALL
FINISH DIM. 8"± DRYWALL FINISH DIM. 8"± DRYWALL FINISH DIM. 8"± DRYWALL FINISH DIM. 8"± DRYWALL FINISH DIM. 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 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 11 2" 2" 1" 11 2" 2" 1" 214" COLONIAL SILL/SKIRT CASING -12" ANGLE CUT (13°) -SURFACE MOUNT -PAINT TRIM COLOR 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 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 11 2" 2" 3" 11 2" 2" 3" 8"± DRYWALL FINISH DIM. 3"± 8"± DRYWALL
FINISH DIM. 3"± 214" COLONIAL CASING -SURFACE MOUNT -PAINT TRIM COLOR 14" REVEAL 214" COLONIAL SILL/SKIRT CASING -12" ANGLE CUT (13°) -SURFACE MOUNT -PAINT TRIM COLOR 1x4 MDF SILL -3"
EXTENSION (SIDE) -PAINT TRIM COLOR 1x MDF JAMB & HEAD RETURN -PAINT TRIM COLOR 214" COLONIAL CASING -SURFACE MOUNT -PAINT TRIM COLOR 14" REVEAL 214" COLONIAL SILL/SKIRT CASING -12" ANGLE
CUT (13°) -SURFACE MOUNT -PAINT TRIM COLOR 1x4 MDF SILL -3" EXTENSION (SIDE) -PAINT TRIM COLOR 1x MDF JAMB & HEAD RETURN -PAINT TRIM COLOR 214" COLONIAL CASING -SURFACE MOUNT -PAINT
TRIM COLOR 14" REVEAL 214" COLONIAL SILL/SKIRT CASING -12" ANGLE CUT (13°) -SURFACE MOUNT -PAINT TRIM COLOR 81812"± MDF FINISH DIM. 312"± 812"± MDF FINISH DIM. 312"± 11 2" 2" 3" 11 2"
2" 3" REASON FOR PLOT: PLOT DATE: Job No. Sheet No.IN NEW RESIDENCE FOR: HOMESITE NO. C FISCHER SINGLE FAMILY HOMES II, LLC. 6602 EAST 75TH STREET. SUITE 400 INDIANAPOLIS, IN 46250 PH
317.348.2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc. HOME TYPE: PLAN NO. EXTERIOR: 11/16/2010 2:09 PM LSP-152 MARKET HOME 13965 TWIN LAKES
CIRCLE EAST ANDOVER F744 CMLAKESIDE PARK CARMEL, INDIANA 152 06/2010 TJE 2009 859-344-7006 11-5-10 CHRIS VOELKER FOUNDERS COLLECTION D3.0
1x4 MDF SILL -PAINT TRIM COLOR 214" COLONIAL SILL/SKIRT CASING -12" ANGLE CUT (13°) -SURFACE MOUNT -PAINT TRIM COLOR 1x MDF RETURN -PAINT TRIM COLOR 114" 3" 14" 114" 114" 12" SCALE:
WINDOW SILL TRIM DETAIL 12 INTERIOR TRIM WINDOW PACKAGE 4 SCALE: WINDOW SILL TRIM DETAIL 09 INTERIOR TRIM WINDOW PACKAGE 3 SCALE: WINDOW SILL TRIM DETAIL 06 INTERIOR TRIM WINDOW PACKAGE
2 SCALE: WINDOW SILL TRIM DETAIL 03 INTERIOR TRIM WINDOW PACKAGE 1 SCALE: WINDOW JAMB TRIM DETAIL 11 INTERIOR TRIM WINDOW PACKAGE 4 SCALE: WINDOW JAMB TRIM DETAIL 08 INTERIOR TRIM WINDOW
PACKAGE 3 SCALE: WINDOW JAMB TRIM DETAIL 05 INTERIOR TRIM WINDOW PACKAGE 2 SCALE: WINDOW JAMB TRIM DETAIL 02 INTERIOR TRIM WINDOW PACKAGE 1 SCALE: WINDOW HEAD TRIM DETAIL 10 INTERIOR
TRIM WINDOW PACKAGE 4 SCALE: WINDOW HEAD TRIM DETAIL 07 INTERIOR TRIM WINDOW PACKAGE 3 SCALE: WINDOW HEAD TRIM DETAIL 04 INTERIOR TRIM WINDOW PACKAGE 2 SCALE: WINDOW HEAD TRIM DETAIL
01 INTERIOR TRIM WINDOW PACKAGE 1 14" 1x4 MDF SILL -PAINT TRIM COLOR 1x MDF RETURN -PAINT TRIM COLOR 214" COLONIAL CASING -SURFACE MOUNT -PAINT TRIM COLOR 1x MDF RETURN -PAINT TRIM COLOR
1x4 MDF SILL -PAINT TRIM COLOR DRYWALL RETURN -PAINT TRIM COLOR 1x4 MDF SILL -PAINT TRIM COLOR DRYWALL RETURN -PAINT TRIM COLOR DRYWALL RETURN -PAINT TRIM COLOR 1x4 MDF SILL -PAINT TRIM
COLOR DRYWALL RETURN 1x4 MDF SILL -PAINT TRIM COLOR DRYWALL RETURN DRYWALL RETURN POLY SILL DRYWALL RETURN POLY SILL DRYWALL RETURN 14" 3" 14" 1" DRYWALL RETURN EXTEND POLY SILL AN ADDITIONAL
2" w/2x6 FRAME WALL -REFER TO FLOOR PLANS FOR LOCATION LINE OF 214" COLONIAL SILL/SKIRT CASING BELOW 1x6 MDF SILL w/2x6 FRAME WALL -REFER TO FLOOR PLANS FOR LOCATION EXTEND RETURNS 2"
w/2x6 FRAME WALL -REFER TO FLOOR PLANS FOR LOCATION3" = 1'-0" 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" 3" = 1'-0"
214" COLONIAL CASING -SURFACE MOUNT -PAINT TRIM COLOR EXTEND RETURNS 2" w/2x6 FRAME WALL -REFER TO FLOOR PLANS FOR LOCATION 214" COLONIAL CASING -SURFACE MOUNT -PAINT TRIM COLOR 214"
COLONIAL CASING -SURFACE MOUNT -PAINT TRIM COLOR 1x6 MDF SILL w/2x6 FRAME WALL -REFER TO FLOOR PLANS FOR LOCATION LINE OF 214" COLONIAL SILL/SKIRT CASING BELOW 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 1x6 MDF SILL w/2x6 FRAME WALL -REFER TO FLOOR
PLANS FOR LOCATION EXTEND RETURNS 2" w/2x6 FRAME WALL -REFER TO FLOOR PLANS FOR LOCATION 214" COLONIAL CASING -SURFACE MOUNT -PAINT TRIM COLOR 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 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 EXTEND POLY SILL AN ADDITIONAL 2" w/2x6 FRAME WALL -REFER TO FLOOR PLANS FOR LOCATION REASON FOR PLOT: PLOT DATE:
Job No. Sheet No.IN NEW RESIDENCE FOR: HOMESITE NO. C FISCHER SINGLE FAMILY HOMES II, LLC. 6602 EAST 755TH STREET. SUITE 400 INDIANAPOLIS, IN 46250 PH 317.348.2500 FIELD SPEC HOTLINE:
(859) 344-7100 COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc. HOME TYPE: PLAN NO. EXTERIOR: 11/16/2010 2:09 PM LSP-152 MARKET HOME 13965 TWIN LAKES CIRCLE EAST ANDOVER F744 CMLAKESIDE
PARK CARMEL, INDIANA 152 06/2010 TJE 2009 859-344-7006 11-5-10 CHRIS VOELKER FOUNDERS COLLECTION D3.1
WINDOW HEAD w/WOOD TRIM @HARDIPANEL 18" 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" THERMO-PLY SHEATHING, TYPICAL HARDIPANEL, TYPICAL 1x TRIM, TYPICAL -w/30° BEVEL @TOP EDGE -w/HARDIPANEL
BACK-UP -REFER TO ELEVATIONS FOR SIZES AND PROFILES WINDOW HEAD w/WOOD TRIM @HARDIPANEL 14" BEAD OF 'SONOLASTIC NP-1' CAULK, CONT. BTWN FLANGE AND SHEATHING -TYPICAL, ALL (4) SIDES SCALE:
05 3" = 1'-0" THERMO-PLY SHEATHING, TYPICAL HARDIPANEL, TYPICAL WINDOW JAMB w/WOOD TRIM @HARDIPANEL '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/HARDIPANEL BACK-UP -REFER TO ELEVATIONS
FOR SIZES AND PROFILES PLAN DETAIL -HARDIPANEL, 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. WINDOW SILL w/WOOD TRIM @HARDIPANEL HARDIPANEL, TYPICAL SCALE: 09 3" = 1'-0" 1x4
CORNER TRIM -OVER HARDIPANEL HARDIPANEL -EXTEND TO CORNER FRONT ELEVATION SCALE: 1x4 TRIM @CORNER w/HARDIPANEL 3" = 1'-0" PLAN DETAIL -SECTION -SECTION -SECTION -HARDIPANEL @LAPPED 1x8
RAKE BOARDS SECTION -07 SCALE: 3" = 1'-0" 1x8 RAKE BOARD -w/1x6 BACK-UP 1x8 FRIEZE BOARD -w/HARDIPANEL BACK-UP HARDIPANEL, TYPICAL THERMO-PLY SHEATHING: (STRUCTURAL & WATER REPELLENT)
-GABLE SHT'G TO OVERLAP WALL SHT'G 2" MINIMUM. 18" MAX. HARDIPANEL @VERTICAL SEAM -GABLE END SCALE: SECTION -6" = 1'-0" -2x4 FLATS @16" o.c. GABLE END TRUSS 1x BATTEN -REFER TO ELEVATIONS
FOR SIZES AND PROFILES NOTE: PROVIDE STUD DIRECTLY BEHIND BATTEN /BUTT JOINT 18" MAX. HARDIPANEL @VERTICAL SEAM SCALE: SECTION -6" = 1'-0" FRAME WALL @16" o.c. 1x BATTEN -REFER TO ELEVATIONS
FOR SIZES AND PROFILES HARDIPANEL, 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 HARDIPANEL, TYPICAL FRAME WALL @16" o.c. 6" = 1'-0" SECTION -SCALE: HARDIPANEL @VERTICAL SEAM 12 01 02 03 18" THERMO-PLY
SHEATHING 18" THERMO-PLY SHEATHING 18" THERMO-PLY SHEATHING HARDIPANEL, TYPICAL -MAX. 18" GAP @SEAMS 1x TRIM, TYPICAL -w/30° BEVEL @TOP EDGE -w/HARDIPANEL 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/30° BEVEL @TOP EDGE -w/HARDIPANEL 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 APPROVED ANCHORS VINYL WINDOW UNIT
TYPICAL APPROVED FASTENER @3"o.c., TYPICAL @3"o.c., TYPICAL THERMO-PLY SHEATHING, TYPICAL 112" NAIL @EVERY OTHER NAILING HOLE IN WINDOW FLANGE. -NAIL HEAD TO BE WIDER THAN HOLE IN FLANGE.
: WINDOW NAILING FLANGE MUST HAVE A CONTINUOUS LAP OF 1-1/8" OVER THE SHEATHING, TYPICAL 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. 12" x 12" HARDBOARD FRIEZE -TRIM TO MATCH WINDOW HEADER HEIGHTS -w/HARDIPANEL BACK-UP WINDOW HEAD @FRIEZE BOARD w/HARDIPANEL SCALE: 04 3" = 1'-0" SECTION
-HARDIPANEL @BAND BOARD TRIM w/SIDING BELOW PLAN DETAIL -SCALE: 11 3" = 1'-0" HARDIPANEL @BAND BOARD TRIM w/TRIM BELOW SECTION -10 SCALE: 3" = 1'-0" 1x TRIM BOARD -REFER TO ELEVATIONS
FOR SIZES AND PROFILES -w/HARDIPANEL BACK-UP HARDIPANEL, TYPICAL -HOLD OFF T/TRIM 14" METAL DRIP FLASHING -SET IN BED OF SEALANT -NAIL & CAULK TO SHEATHING -USE 1" ROOFING NAILS @EA.
STUD 14" 1x TRIM BOARD -REFER TO ELEVATIONS FOR SIZES AND PROFILES HARDIPANEL, TYPICAL -HOLD HOLD OFF T/TRIM 14" METAL DRIP FLASHING -SET IN BED OF SEALANT -NAIL & CAULK TO SHEATHING
-USE 1" ROOFING NAILS @EA. STUD 14" HORIZONTAL SIDING, TYPICAL J-CHANNEL TRIM, TYPICAL THERMO-PLY SHEATHING, TYPICAL HARDIPANEL, TYPICAL 1x TRIM BOARD (SHOWN BEYOND) -REFER TO ELEVATIONS
FOR SIZES AND PROFILES -w/HARDIPANEL BACK-UP THERMO-PLY 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: PROVIDE STUD DIRECTLY BEHIND PANEL JOINT /'H' STRIP CONNECTOR NOTE: PROVIDE STUD DIRECTLY BEHIND BATTEN /BUTT JOINT REASON FOR PLOT: PLOT DATE: Job
No. Sheet No.IN NEW RESIDENCE FOR: HOMESITE NO. C FISCHER SINGLE FAMILY HOMES II, LLC. 6602 EAST 75TH STREET. SUITE 400 INDIANAPOLIS, IN 46250 PH 317.348.2500 FIELD SPEC HOTLINE: (859)
344-7100 COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc. HOME TYPE: PLAN NO. EXTERIOR: 11/16/2010 2:09 PM LSP-152 MARKET HOME 13965 TWIN LAKES CIRCLE EAST ANDOVER F744 CMLAKESIDE PARK
CARMEL, INDIANA 152 06/2010 TJE 2009 859-344-7006 11-5-10 CHRIS VOELKER FOUNDERS COLLECTION D4.0
2" x 3" METAL DRIP FLASHING, TYP. -w/1" HEM -NAIL & CAULK TO SHEATHING -USE 1" ROOFING NAILS @EA. STUD 214" x 5" LIMESTONE SILL, TYP. -PULL BTM. 1"± -SLOPE 14" MIN. 1x TRIM BOARD -HOLD
TRIM UP 1" ± -REFER TO ELEVATIONS FOR SIZES AND PROFILES 04 SCALE: BRICK VENEER, TYPICAL 3" = 1'-0" HARDIPANEL, TYPICAL -HOLD OFF T/TRIM 14" NOTE: HEM OF FLASHING MUST FASTEN ONE PIECE
TO THE OTHER. (HORIZONTALLY) 1"± 14" MIN. 1"± 2" 3" 115° 2" 3" w/1x TRIM -CULTURED STONE VENEER 112" x 3" METAL DRIP FLASHING, TYP. -w/1" HEM -NAIL & CAULK TO SHEATHING -USE 1" ROOFING
NAILS @EA. STUD 214" x 234" LIMESTONE SILL, TYP. -PULL BTM. 34"± -SLOPE 14" MIN. 1x TRIM BOARD -HOLD TRIM UP 1" ± -REFER TO ELEVATIONS FOR SIZES AND PROFILES 05 SCALE: SECTION -HARDIPANEL
@LIMESTONE SILL CULTURED STONE VENEER, TYPICAL 3" = 1'-0" HARDIPANEL, TYPICAL -HOLD OFF T/TRIM 14" 34"± 14" MIN. 1"± 112" 3" 14" 112" 3" 115° w/1x TRIM -BRICK VENEER SECTION -HARDIPANEL
@LIMESTONE SILL 2" x 3" METAL DRIP FLASHING, TYP. -w/1" HEM -NAIL & CAULK TO SHEATHING -USE 1" ROOFING NAILS @EA. STUD 214" x 5" LIMESTONE SILL, TYP. -PULL BTM. 1"± -SLOPE 14" MIN. 01
SCALE: BRICK VENEER, TYPICAL 3" = 1'-0" HARDIPANEL, TYPICAL -HOLD OFF T/SILL 1"± 1"± 14" MIN. 1"± 2" 3" 115° 2" 3" -CULTURED STONE VENEER 112" x 3" METAL DRIP FLASHING, TYP. -w/1" HEM
-NAIL & CAULK TO SHEATHING -USE 1" ROOFING NAILS @EA. STUD 214" x 234" LIMESTONE SILL, TYP. -PULL BTM. 34"± -SLOPE 14" MIN. 02 SCALE: SECTION -HARDIPANEL @LIMESTONE SILL CULTURED STONE
VENEER, TYPICAL 3" = 1'-0" HARDIPANEL, TYPICAL -HOLD OFF T/SILL 1"± 34"± 14" MIN. 1"± 112" 3" 112" 3" 115° -BRICK VENEER SECTION -HARDIPANEL @LIMESTONE SILL 14" NOTE: HEM OF FLASHING
MUST FASTEN ONE PIECE TO THE OTHER. (HORIZONTALLY) NOTE: HEM OF FLASHING MUST FASTEN ONE PIECE TO THE OTHER. (HORIZONTALLY) NOTE: HEM OF FLASHING MUST FASTEN ONE PIECE TO THE OTHER.
(HORIZONTALLY) DETAIL -GABLE FLASHING @HARDIPANEL 03 SCALE: 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 HARDIPANEL, TYP. -NOTCH HARDIPANEL FOR FLASHING -HOLD OFF T/SHINGLES 1"± ALUMINUM GUTTER -REFER TO ELEVATIONS 1x8 GUTTER BOARD, TYP. METAL DRIP
FLASHING -SET IN BED OF SEALANT -NAIL & CAULK TO SHEATHING -USE 1" ROOFING NAILS @EA. STUD METAL DRIP FLASHING -SET IN BED OF SEALANT -NAIL & CAULK TO SHEATHING -USE 1" ROOFING NAILS
@EA. STUD METAL FLASHING, TYP. -NAIL & CAULK TO SHEATHING
-USE 1" ROOFING NAILS @EA. STUD 1x TRIM BOARD -HOLD TRIM UP 1" ± -REFER TO ELEVATIONS FOR SIZES AND PROFILES 06 SCALE: SECTION -HARDIPANEL w/1x TRIM w/ROOF BELOW 3" = 1'-0" HARDIPANEL,
TYPICAL -HOLD OFF T/TRIM 14" 1"± ROOF PITCH VARIES -REFER TO PLANS METAL FLASHING, TYP. -NAIL & CAULK TO SHEATHING -USE 1" ROOFING NAILS @EA. STUD 07 SCALE: SECTION -HARDIPANEL w/ROOF
BELOW 3" = 1'-0" HARDIPANEL, TYPICAL -HOLD OFF T/ROOF 1"± 1"± ROOF PITCH VARIES -REFER TO PLANS 14" METAL DRIP FLASHING -SET IN BED OF SEALANT -NAIL & CAULK TO SHEATHING -USE 1" ROOFING
NAILS @EA. STUD HARDIPANEL @HORIZONTAL SEAM SECTION 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 OVERLAP FLASHING @JOINTS! -BUTT ENDS OF FLASHING TOGETHER HARDIPANEL, TYPICAL -HOLD OFF T/'Z' FLASHING
14" FRAME WALL @16" o.c. 18" THERMO-PLY SHEATHING 14" REASON FOR PLOT: PLOT DATE: Job No. Sheet No.IN NEW RESIDENCE FOR: HOMESITE NO. C FISCHER SINGLE FAMILY HOMES II, LLC. 6602 EAST
75TH STREET. SUITE 400 INDIANAPOLIS, IN 46250 PH 317.348.2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc. HOME TYPE: PLAN NO. EXTERIOR: 11/16/2010
2:09 PM LSP-152 MARKET HOME 13965 TWIN LAKES CIRCLE EAST ANDOVER F744 CMLAKESIDE PARK CARMEL, INDIANA 152 06/2010 TJE 2009 859-344-7006 11-5-10 CHRIS VOELKER FOUNDERS COLLECTION D4.1