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The bottom of all footings shall extend to frost 4. 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 88 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 a window described as a 3056 has a rough opening of 3'-0" x 5'-6" -a window described as a 4440 has a rough opening of 4'-4" x 4'-0" A. B. Frame all Window Header Heights at 81 1/4"
off subfloor at all floor materials for 8'-1" wall height. (Unless otherwise noted on plans) : 4050, 4440, 5040, 6040 slider windows and larger, 3052, 3056, 3450 single hung windows
and larger meet egress requirements. 2. C. All specialty window rough openings will be noted on the Architectural Floor Plans. AIR INFILTRATION NOTES 1. Contractor shall install poly
sill sealer between all sill plates and top of foundation wall of all living areas. 2. Contractors shall glue and seal plates at floor, window, and door perimeter/door thresholds during
construction. 3. All sheathing penetrations during construction shall be patched and repaired according to manufacturer's specifications. SHEET INDEX The attached plans and specifications
are the sole property of Fischer Management Incorporated. Fischer Homes expressly reserves it's copyright and other property rights in these plans and drawings. These plans and drawings
are not to be reproduced or copied in any form or manner. Any unauthorized use of these plans without the written consent of Fischer Homes is prohibited. 1. 3. These plans are not to
be scaled for construction purposes. Dimension lines and notes supersede all scale reference. These plans are subject to modification as necessary to meet code requirements and/or to
facilitate mechanical /electrical /plumbing installation and/or to incorporate design improvements. Any intention to modify these plans must be approved in writing by the Director of
Architecture. 4. The contractor shall verify all dimensions and information in these contract documents. The contractor shall survey the project and become familiar with existing conditions,
and scope of work including but not limited to building, site and soil bearing conditions. If scope of work and construction documents are in conflict, the contractor shall immediately
contact the appropriate superintendent for direction and/or clarification. 5. Any errors, omissions, or inconsistencies in these contract documents and the actual site or construction
conditions shall be brought to the attention of Fischer Homes Architectural Services. 6. 7. Floor and floor framing plan dimensions are to outside face of wood framing. Exterior walls
are 3-1/2 inches thick unless noted otherwise. 20. Glazed areas in hazardous locations shall be tempered: Hazardous locations. The following shall be considered specific hazardous locations
for the purposes of glazing: 1. Glazing in swinging doors except jalousies. 2. Glazing in fixed and sliding panels of sliding door assemblies and panels in sliding and bifold closet
door assemblies. 3. Glazing in storm doors. There shall be a floor or a minimum 3 foot by 3 foot landing on each side of each exterior door. The floor or landing shall not be more than
1-1/2 inches lower than the top of the threshold. Exceptions: 19. Wood burning fireplace chimneys shall extend at least two feet higher than any portion of the building within ten feet,
but shall not be less than three feet above the point where the chimney passes through the roof. 10. The garage shall be separated from the residence and its attic area by not less than
1/2-inch gypsum board applied to the garage side. Garages beneath habitable rooms shall be separated from all habitable rooms above by not less than 5/8-inch Type X gypsum board or equivalent.
Where the separation is a floor-ceiling assembly, the structure supporting the separation shall also be protected by not less than 1/2-inch gypsum board or equivalent. -Refer to Floor
Plans for specific information. 11. Maintain 2" clearance between chimney and combustibles. Fireblocking must be done at all floor and ceiling lines with approved non-combustible material.
12. Fire blocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story
and the roof space. Fire blocking shall be provided in wood-frame construction in the following locations: 13. 1. In concealed spaces of stud walls and partitions, including furred spaces
and parallel rows of studs or staggered studs; as follows: 1.1 Vertically at the ceiling and floor levels. 1.2 Horizontally at intervals not exceeding 10 feet. 2. At all interconnections
between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. In concealed spaces between stair stringers at the top and bottom of the run.
Enclosed accessible space under stairs shall have walls, under stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. 3. At openings around vents, pipes,
ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and products of combustion. 4. 5. Chimneys and fireplaces. 14. Openings
between garage and residence shall be equipped with 20 minute fire rated insulated hollow metal doors, 2'-6"min door width. 15. Prefabricated Fireplaces shall be installed according
to the manufacturer's specifications. Aluminum gutters and downspouts shall be provided as required to provide water flow away from immediate building perimeter. For open valley lined
with metal, the valley lining shall be at least 24-inches wide. 16. Provide an attic access framed opening of 22" x 30" minimum to any attic space with a 30" minimum clear height and
to attics greater than 30 square feet. 17. 1. 2. Concrete work shall have the following specified compressive strength at 28 days PSI. A. All concrete footing and column pads: B. Basement
slabs and interior slabs on grade, except garage slabs: All basement walls, foundation walls, exterior walls and other vertical concrete work exposed to weather: C. D. All garage floor
slabs: E. All exterior flatwork and steps: * Exterior concrete flatwork subject to freezing and thawing shall be required to be air entrained. Total air content shall not be less than
5% or more than 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/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 1/1/4" 1 1/2" 2 3/8" 3 1/8" 12" 11 1/4" 1 7/8"
2 7/8" 3 3/4" All trusses are stamped and certified by a registered engineer and shall meet TPI manufacturer minimum requirements. Truss bracing shall be installed per manufacturer's
specifications. 13. 14. No cutting, notching or modifications shall be made to any trusses without the approval of Fischer Homes Architectural Services. All wood columns to be anchored
to concrete with corrosion resistant engineered composite plastic stand-off. For column bases, use Simpson CPS6, composite plastic post base (or equal) nailed to pressure treated column.
Standoffs anchored to porch slab with 1/2" diameter anchor or expansion bolt embedded into concrete and extended into wood post. 15. All interior lumber in contact with concrete shall
be borate treated and shall use galvanized connectors. All exterior lumber (lumber exposed to weather) shall be ACQ (Alkaline Copper Quat) treated and shall use "ZMAX" coated connectors.
16. 17. Steel lintels supporting masonry veneer are 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 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 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. : A. If less than 2'-0" of the foundation wall is exposed -use 1/2"
Thermax, 4'-0" deep. B. If greater than 2'-0" of the foundation wall is exposed -use 1/2" Thermax, full height of wall. 7. : R-19 Batt Insulation vapor barrier up -face stapled. 8. :
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. 9. : R-5 Rigid Insulation, 2'-0" deep, at areas where grade covers 30" or less of the Foundation Wall above the T/Basement Slab. 10 psf D.L. 10 psf D.L. UP to 6'-11"
MAXIMUM SPAN @24" o/c MAXIMUM RAFTER SPAN TABLE -LIGHT ROOF COVERING SIZE RAFTER ATTACHED 25 psf L.L. WITH DRYWALL CEILING MAXIMUM SPAN @24" o/c ATTACHED 25 psf L.L. 2 x 4 UP to 7'-1"
2 x 6 UP to 7'-10" UP to 7'-10" 2 x 8 UP to 15'-9" UP to 15'-9" 2 x 10 UP to 18'-9" UP to 18'-9" 2 x 12 UP to 22'-4" UP to 22'-4" WITH CEILING : P&L stands for Panel & Lite entry door
system. * Rough Openings include a 1x4 Treated Sill Plate, which is added to the threshold of all doors. EXTERIOR DOOR ROUGH OPENING and MASONRY/CONCRETE OPENING CHART ** Masonry /Concrete
Openings are measured from the top of footing. They include a 1x4 treated Sill Plate, which is added to the threshold of all doors and a 1" weather lip in the concrete slab. DOOR SIZE
and DESCRIPTION R.O. Dimensions* M.O. Dimensions** 2'-8" x 6'-8" Single Door (Swing-In) 34 1/2" x 83 1/4" 37 1/2" x 87 3/4" 3'-0" x 6'-8" Single Door (Swing-In) 38 1/2" x 83 1/4" 41
1/2" x 87 3/4" 4'-8" x 6'-8" P&L Frame (3'-0" Door w/(2) 10" Sidelites) 61 1/2" x 83 1/4" 64 1/2" x 87 3/4" 4'-0" x 6'-8" P&L Frame (3'-0" Door w/(1) 12" Sidelite) 52" x 83 1/4" 55"
x 87 3/4" 5'-0" x 6'-8" P&L Frame (3'-0" Door w/(2) 12" Sidelites) 65 1/2" x 83 1/4" 68 1/2" x 87 3/4" 4'-2" x 6'-8" P&L Frame (3'-0" Door w/(1) 14" Sidelite) 54" x 83 1/4" 57" x 87
3/4" 5'-4" x 6'-8" P&L Frame (3'-0" Door w/(2) 14" Sidelites) 69 1/2" x 83 1/4" 72 1/2" x 87 3/4" 5'-0" Hinged Patio Door (Swing-In) 60 1/2" x 80 3/4" 63 1/2" x 85 3/4" 72 1/2" x 80
3/4" 75 1/2" x 85 3/4" 89 5/8" x 80 3/4" 92 5/8" x 85 3/4" 95 5/8" x 80 3/4" 98 5/8" x 85 3/4" 6'-8"h. Doors w/12" Transom above (width) x 95 1/4" n/a 6'-8"h. Doors w/24" Transom above
(width) x 107 1/4" n/a 6'-8"h. Doors w/36" Transom above (width) x 119 1/4" n/a 5'-0" Sliding Glass Door (Vinyl) 60" x 80" 63" x 84 1/2" 6'-0" Sliding Glass Door (Vinyl) 72" x 80" 75"
x 84 1/2" Sliding Glass Door w/12" Transom above (width) x 92" n/a 107 5/8" x 80 3/4" 110 5/8" x 85 3/4" Patio Door w/12" Transom above (width) x 92 3/4" n/a 2'-6" Fire-Rated Door -20
Minute (Swing-In) n/a 2'-8" Fire-Rated Door -20 Minute (Swing-In) 34 1/2" x 83 1/4" n/a 6'-0" Hinged Patio Door (Swing-In) 7'-6" Hinged Patio Door (Swing-In) 8'-0" Hinged Patio Door
(Swing-In) 9'-0" Hinged Patio Door (Swing-In) Frame all exterior Door Header Heights* at 83 1/4" off subfloor at all floor materials. Exception: Sliding Glass Door Header Heights to
be 80" off subfloor at all floor materials and Fire-Rated Door Header Heights to be 83 1/4" off subfloor at all floor materials. A. 32 1/2" x 83 1/4" 4'-2" x 8'-0" P&L Frame (3'-0" Door
w/(1) 14" Sidelite) 54" x 99 1/4" n/a 5'-4" x 8'-0" P&L Frame (3'-0" Door w/(2) 14" Sidelites) 69 1/2" x 99 1/4" n/a 6'-8"h. Doors w/Elliptical Transom above (width) x 99" n/a 6'-8"h.
Doors w/Half-Round Transom above (width) x 118" n/a 8'-0"h. Doors w/Elliptical Transom above (width) x 115" n/a 8'-0"h. Doors w/Half-Round Transom above (width) x 134" n/a 8'-0"h. Doors
w/12" Transom above (width) x 111 1/4" n/a 3'-10" x 6'-8" P&L Frame (3'-0" Door w/(1) 10" Sidelite) 50" x 83 1/4" 53" x 87 3/4" 6'-8"h. Doors w/42" Transom above (width) x 125 1/4" n/a
6'-8"h. Doors w/18" Transom above (width) x 101 1/4" n/a Joist to Sill or Girder, 3 -8d (2 1/2" x 0.113") toe nail Table 602.3(1) -FASTENER SCHEDULE FOR STRUCTURAL MEMBERS Sole Plate
to Joist or 16d (3 1/2" x 0.135") Blocking, face nail 16" o.c. Sole Plate to Joist or 3 -16d (3 1/2" x 0.135") Blocking at Braced Wall Panels Top or Sole Plate to 2 -16d (3 1/2" x 0.135")
Stud, end nail 3 -8d (2 1/2" x 0.113") or 2 -16d (3 1/2" x 0.135") Stud to Sole Plate, toe nail Double Studs, face nail 10d (3" x 0.128") Double Top Plates, 10d (3" x 0.128") face nail
Rim Joist to Top Plate, 8d (2 1/2" x 0.113") toe nail Top Plates, Laps at 2 -10d (3" x 0.128") Corners and Intersections, face nail Continued Header, 16d (3 1/2" x 0.135") two pieces
Continuous Header to Stud, toe nail For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 0.447 m/s; 1 ksi = 6.895 MPa. SPACING of FASTENERS NUMBER and TYPE of FASTENER DESCRIPTION
of BUILDING ELEMENTS a,b,c 16" o.c. 24" o.c. 24" o.c. Double Top Plates, min. 8 -16d (3 1/2" x 0.135") 24-inch Offset of End Joists, face nail in lapped area 6" o.c. 16" o.c. along each
edge 4 -8d (2 1/2" x 0.113") Rafter to Plate, toe nail 2 -16d (3 1/2" x 0.135") Built-up Corner Studs 10d (3" x 0.128") 24" o.c. Built-up Girders and 10d (3" x 0.128") Beams, 2-inch
lumber layers Nail each layer as follows: 32" o.c. at top & bottom, staggered. Two nails at ends & at each splice. 4 -16d (3 1/2" x 0.135") 3 -16d (3 1/2" x 0.135") Roof Rafters to Ridge,
Valley or Hip Rafters: toe nail face nail Rafter Ties to Rafters, 3 -8d (2 1/2" x 0.113") face nail 3 -10d (3" x 0.128") Collar Ties to Rafter, face nail (or) 1 1/4" x 20 gage ridge
strap Blocking between Joists 3 -8d (2 1/2" x 0.113") or Rafters to Top Plate, toe nail a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used
for framing and sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of 0.192 inch (20d common nail), 90 ksi for shank diameters
larger than 0.142 inch but not larger than 0.177 inch, and 100 ksi for shank diameters of 0.142 inch or less. b. Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown
width. c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. d. Four-foot-by-8-foot or 4-foot-by-9-foot panels shall be applied
vertically. e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). f. For regions having basic wind speed of 110 mph or greater, 8d deformed (2 1/2" x
0.120") nails shall be used for attaching plywood and wood structural panel roof sheathing to framing within minimum 48-inch distance from gable end walls, if mean roof height is more
than 25 feet, up to 35 feet maximum. g. For regions having basic wind speed of 110 mph or less, nails for attaching wood structural panel roof sheathing to gable end wall framing shall
be spaced 6 inches on center. When basic wind speed is greater than 100 mph, nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for
minimum 48-inch distance from ridges, eaves and gable end walls; and 4 inches on center to gable end wall framing. h. Gypsum sheathing shall conform to ASTM C 79 and shall be installed
in accordance with GA 253. Fiberboard sheathing shall conform to ASTM C 208. i. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members
and required blocking and at all floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking.
Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be
supported by framing members or solid blocking. SPACING of FASTENERS NUMBER and TYPE of FASTENER DESCRIPTION of BUILDING ELEMENTS a,b,c SPACING of FASTENERS DESCRIPTION of FASTENER DESCRIPTION
of BUILDING MATERIALS b,c,e Edges (inches)i Intermediate Supports (inches) c,e 6d common (2" x 0.113") nail (subfloor, wall) 8d common (2 1/2" x 0.131") nail (roof) 1/2" and less f 6
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 Specialty Glass Windows (leaded glass windows) 0.33 Basement
Slider Windows Basement Hopper Windows U-factor = SHGC = 0.31 U-factor = 0.31 SHGC = U-factor = 0.34 SHGC = U-factor = 0.35 SHGC = 0.33 0.42 0.52 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 = 0.30 SHGC = 0.32 U-factor = n/a SHGC = U-factor = n/a SHGC = U-factor = n/a SHGC = n/a n/a n/a Vinyl-Clad Windows 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 and a guardrail/handrail,
the wall mounted rail must return into the wall. The hand grip portion shall
have either a circular cross section with a diameter of 1-1/4" minimum to 2-7/8" maximum. Other handrail shapes that provide an equivalent grasping surface are permissible. Edges shall
have a minimum radius of 1/8 inch. Handrails projecting from a wall shall have a space of not less than 1-1/2" between the handrail and the wall and/or the bottom railing plate. Porches,
balconies or raised floor surfaces located more than 30" above the floor or grade below shall have guardrails of 36" in height. Open side of stairs with a total rise of more than 30"
above the floor or grade below shall have pitched guardrails of not less than 34" in height measured vertically from the nosing of the treads. Horizontal spacing between the vertical
members in required guardrails shall be less than four inches at the nearest point between the members. 4. All dryer vents to be vented to exterior. Windows as emergency egress (sleeping
areas) shall be minimum net clear opening of 5.7 square feet. The minimum net clear opening height dimensions shall be 22 inches and the minimum net clear opening width shall be 20 inches.
The sill height shall not be more than 44 inches above floor. Emergency egress openings shall be operational from the inside of the room without the use of keys, tools or special knowledge.
Exception: Grade floor windows may have a minimum net clear opening of 5.0 square feet. At least one smoke alarm shall be installed in the following locations: (a) In the living area
remote from the kitchen and cooking appliances. Smoke alarms located within 20 feet horizontally of a cooking appliance must incorporate a temporary silencing feature or be photoelectric
type. (b) In each room designed for sleeping. (c) On the ceiling of the upper level near the top or above each stairway, other than a basement stairway, in any multistory dwelling. The
alarm shall be located so that smoke rising in the stairway cannot be prevented from reaching the alarm by an intervening door or obstruction. (d) On the basement ceiling near the stairway.
All detectors shall be approved and listed and shall be installed in accordance with the manufacturer's instructions. 9. 8. 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 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. D4.0 and up Standard Hardipanel Details 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 (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHT ALL RIGHTS
RESERVED FISCHER HOMES, Inc. HOME TYPE: PLAN NO. EXTERIOR: ----3/1/2010 4:23 PM BLW-039 MARKET HOME 13295 CARMICHAEL LANE STANTON F765 ARTS & CRAFTS BELLEWOOD CARMEL, IN 039 --------2005
859-344-7006 02-26-2010 CHRIS VOELKER MASTERPIECE COLLECTION GN PERMIT
RIGHT SIDE EXTERIOR 02 REAR EXTERIOR 03 LEFT SIDE EXTERIOR 04 1/8" = 1'-SCALE: 1/8" = 1'-0" SCALE: 0" SCALE: 1/8" = 1'-0" 1178" 9'-0" 9'-1" 8'-1" 1338" 1178" 9'-0" 9'-1" 8'-1" 1'-138"
12 6 T/2nd FLR. DBL. TOP T/2nd FLR. SUBFLR. T/1st FLR. DBL. TOP T/1st FLR. SUBFLR. T/FDN. WALL T/FOOTING T/2nd FLR. DBL. TOP T/2nd FLR. SUBFLR. T/1st FLR. DBL. TOP T/1st FLR. SUBFLR.
T/FDN. WALL T/FOOTING 5040 TEMP 3450 5151 2" 2" 3450 10" EGRESS 3056 3056 3056 3056 3056 3056 2430 P 5056P 2460 5060P 2460 2460 5060 B134 T28123LT 15'-0" RIDGE VENT 2430 P 5060 TEMP
2460 5060 3056 3056 3056 3056 5060 TEMP 12 6 12 6 12 6 12 6 12 5 12 5 12 12 5'-0" RIDGE VENT 15'-0" RIDGE VENT 4'-0" R.V. 4'-0" R.V. 10'-0" RIDGE VENT 10'-0" RIDGE VENT 15'-0" RIDGE
VENT HORIZONTAL SIDING 1x4 CORNER TRIM 12" x 12" HARDBOARD FRIEZE -w/BARGE MOULD 1x8 BAND BOARD -w/METAL FLASHING 2 14" x 5" LIMESTONE SILL -SLOPE 14" -PROJECT BOTTOM 1" BRICK SILL 38
34" 9'-0" x 7'-0" OH GARAGE DOOR INSULATED 16'-0" x 7'-0" OH GARAGE DOOR INSULATED 77 34" 30 3 67 1 4" 30 3 3 2" 4" 93 365 3 4" 4" 12" x 12" HARDBOARD FRIEZE -w/BARGE MOULD 12" x 12"
HARDBOARD FRIEZE -w/BRICK LADDER -w/BARGE MOULD 1x8 RAKE BOARD -EXTENDED 6" FROM SHEATHING 1x8 TRIM 2 14" x 5" LIMESTONE SILL -SLOPE 14" MIN. -PROJECT BOTTOM 1" BRICK VENEER 12" x 12"
HARDBOARD FRIEZE -w/BARGE MOULD HORIZONTAL SIDING 1x6 CORNER TRIM 1x8 BAND BOARD -w/METAL FLASHING 1x8 GUTTER BOARD -w/DOWNSPOUTS BRICK SILL BRICK VENEER 1x8 WINDOW TRIM 12" x 12" HARDBOARD
FRIEZE -w/BRICK LADDER -w/BARGE MOULD 1 x 8 HARDBOARD FRIEZE (TRIM TO FIT) -w/BRICK LADDER -w/BARGE MOULD -BOTTOM OF TRIM 6" BELOW BOTTOM OF GUTTER BOARD BRICK VENEER 1x4 CORNER TRIM
12" x 12" HARDBOARD FRIEZE -w/BARGE MOULD 1x8 BAND BOARD -w/METAL FLASHING 2 14" x 5" LIMESTONE SILL -SLOPE 14" -PROJECT BOTTOM 1" 1x8 WINDOW TRIM 1x8 GABLE FRIEZE -w/1x6 BACK UP 1x8
WINDOW TRIM 4'-0" GARAGE FOUNDATION WALL A/C EGRESS EGRESS EGRESS EGRESS DS NOTE: BRICK @GARAGE DOOR HEAD TO BE FLASHED & WEEPED w/316" WEEPS @24" o.c. 10" 10" 10" 5'-6" 10" OVERHANG
@DIAMOND BAY ENGINEERED ROOF TRUSSES 512" 512" 512" 10'-014" 6" METAL FLASHING @DORMER 10" O.H. 1x4 CORNER TRIM 8" 8" 8" 2040 2040 22 34" EGRESS 5040 1x8 RAKE BOARD -EXTENDED 6" FROM
SHEATHING HORIZONTAL SIDING 1x8 RAKE BOARD -w/1x6 BACK UP EGRESS 5040 LOW-'E' GLAZING NOTE: ALL 1st & 2nd FLOOR WINDOWS and BASEMENT HOPPER & SLIDER WINDOWS TO HAVE LOW-'E' GLAZING 1.
ALL GLASS IN DOORS, SIDELITES & TRANSOMS TO HAVE LOW-'E' GLAZING 2. EXCEPTIONS: -LEADED GLASS DOORS, SIDELITES & TRANSOMS -WINDOWS w/STAINED GLASS OVERLAYS -PATIO DOORS w/INTEGRAL BLINDS
FRONT EXTERIOR 'ARTS & CRAFTS' 01 SCALE: 1/4" = 1'-0" T/GARAGE FT'G. T/FDN. WALL T/GARAGE DBL. TOP 1x8 GUTTER BOARD -w/DOWNSPOUTS 3060 3060 3060 3060 3060 3056 3056 2860 2860 2860 3056
3056 T54125LT AS109 BAR-SIERRA AS109 10'-238" 11 3050 10 9'-0" 1'-138" 9'-1" 1178" 8'-1" 1'-1134'-0" 4'-0" 4" 15'-0" RIDGE VENT 15'-0" RIDGE VENT 5'-0" RIDGE VENT 4'-0" 09 12 12 12 12
05 06 07 2nd FLOOR CANTILEVER 1x8 FRIEZE BOARD -w/BRICK LADDER -w/BARGE MOULD -BOTTOM OF FRIEZE IS 6" BELOW BOTTOM OF GUTTERBOARD FYPON BLOCKS -DTLB6x4x6 1x4 WINDOW TRIM 1x8 WINDOW TRIM
BOARD N BATTEN 14" x 67" J4 ARCHTOP SHUTTER 2 14" x 4" LIMESTONE SILL -SLOPE 14" MIN. -PRJECT BOTTOM 1" 7 58" x 5" LIMESTONE WINDOW HEAD -PROJECT 1" BEYOND BRICK VENEER STEEL LINTEL
SEE GN FOR SIZE & REQUIREMENTS 1x4 WINDOW TRIM 1x8 WINDOW TRIM BRICK VENEER 9'-418" 34 342 1 4" 4" 38 14" 34 34" LIMESTONE ARCH WINDOW HEAD -PROJECT 1" PAST VENEER -SEE DETAIL 11/A1.0
-w/1x TRIM, SIM. TO DETAIL 07/D2.1 1x8 GABLE FRIEZE -w/BRICK LADDER 1x10 RAKE BOARD -EXTEND 10" PAST SHEATING DECORATIVE WOOD TRIM FYPON GABLE VENT TRLV72x36 -w/1x6 TRIM BELOW VENT -w/METAL
FLASHING -HOLD TO EDGE OF RAKE BOARD 3'-11" LIMESTONE ARCHED ENTRY HEAD -PROJECT 1" PAST VENEER -SEE DETAIL 10/A1.0 12 FYPON GABLE VENT TRLV72x36 -w/1x6 TRIM BELOW VENT -w/METAL FLASHING
-HOLD TO EDGE OF RAKE BOARD 1x8 GABLE FRIEZE -w/BRICK LADDER 1x10 RAKE BOARD -EXTENDED 6" FROM SHEATHING HARDIPANEL (STUCCO FINISH) HOLD 1" OFF SHINGLES METAL FLASHING FYPON WINDOW HEAD
-WCHARS89x13 LIMESTONE BLOCK 15 558"h x 7 58"w x 4"d -PROJECT 1" PAST VENEER 12" x 12" FRIEZE BOARD -w/BRICK LADDER -w/BARGE MOULD -w/FYPON BLOCKS DTLB6x4x6 4'-0" 4'-0" CENTER ON WINDOWS
3'-5" 3'-5" CENTER ON WINDOW 3'-0" 3'-0" LIMESTONE ARCH WINDOW HEAD -PROJECT 1" PAST VENEER -SEE DETAIL 11/A1.0 -w/1x TRIM, SIM TO DETAIL 07/D2.1 BOARD N BATTEN J4 -ARCH TOP SHUTTERS
14" x 75" 7 58" x 4" LIMESTONE WINDOW HEAD -PROJECT 1" BEYOND BRICK VENEER -w/STEEL LINTEL 1x4 WINDOW TRIM 1x8 WINDOW TRIM T-BRACING @COMMOM WALL BEYOND 1x12 TRIM -TRIM TO FIT -w/BRICK
LADDER 1x6 TRIM ABOVE WINDOW 1x4 WINDOW TRIM 1x6 TRIM -TRIM TO 5" ON SIDES 1x6 TRIM BELOW WINDOWS 1x6 TRIM -TRIM TO FIT 1x8 GABLE FRIEZE -NAIL TO HARDIPANEL 1x4 TRIM EGRESS EGRESS EGRESS
EGRESS 7'-918" 9'-018" 3'-1114'-0" 4'-0" 4'-0" 2" 12 12 12 12 6" 5'-6" 5151 2" 2" 5151 2" 2" 42 142 1 4" 42 1 4" 4" 38 138 1 4" 4" 42 142 1 4" 4" 43 138 1 4" 43 1 4" 4" 3'-11" 1x10 RAKE
BOARD -EXTENDED 10" FROM SHEATHING 1x10 RAKE BOARD -EXTENDED 6" FROM SHEATHING 6'-21 12'-1" 4" DORMER DETAIL 07/A6.0 47 147 1 4" 4" 2030P N.B.M. SQUARE FOOTAGE 1ST FLOOR: 2ND FLOOR:
S.F BASEMENT: (INSIDE OF FOUNDATION) GARAGE: S.F S.F S.F 1800 1944 1638 670 8" 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 (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc. HOME TYPE: PLAN
NO. EXTERIOR: ----3/1/2010 4:23 PM BLW-039 MARKET HOME 13295 CARMICHAEL LANE STANTON F765 ARTS & CRAFTS BELLEWOOD CARMEL, IN 039 --------2005 859-344-7006 02-26-2010 CHRIS VOELKER MASTERPIECE
COLLECTION A1.0 PERMIT
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. 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 RESIDENTIAL ENERGY CODE COMPLIANCE: 12" THERMAX RIGID INSULATION (R-3.3) -4'-0"d. -CONTINUOUS 12" THERMAX
RIGID INSULATION (R-3.3) -4'-0"d. 8'-0"d. -PER GRADE CONDITIONS 58" THERMAX RIGID INSULATION (R-4) -4'-0"d. -CONTINUOUS 58" THERMAX RIGID INSULATION (R-4) -4'-0"d. 8'-0"d. -PER GRADE
CONDITIONS 1" THERMAX RIGID INSULATION (R-6.5) -4'-0"d. -CONTINUOUS 1" THERMAX RIGID INSULATION (R-6.5) -4'-0"d. 8'-0"d. -PER GRADE CONDITIONS 1 12" THERMAX RIGID INSULATION (R-9.8)
-4'-0"d. -CONTINUOUS 1 12" THERMAX RIGID INSULATION (R-9.8) -4'-0"d. 8'-0"d. -PER GRADE CONDITIONS ** NOTE: THERMAX INSULATION TO WRAP THE INSIDE PERIMETER OF FOUNDATION WALLS. 34" THERMAX
RIGID INSULATION (R-5) -4'-0"d. -CONTINUOUS 34" THERMAX RIGID INSULATION (R-5) -4'-0"d. 8'-0"d. -PER GRADE CONDITIONS R-15 HIGH-DENSITY BATT INSULATION w/KRAFT FACE VAPOR BARRIER TO
WARM SIDE IN ALL EXTERIOR FRAME WALLS and GARAGE COMMON WALL. R-44 BLOWN WOOL or FIBERGLASS INSULATION w/BAFFLES EVERY TRUSS SPACE 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. WHERE NOTED ON PLAN, 4'-0"h. OFF T/FOOTING.
FOOTINGS TO BE 18"w. FOUNDATION /FOOTING PLAN 01 SCALE: 1/4" = 1'-0" A/C 17'-3" TO STEEL BEAM /COLUMN INCL. FD 3'-10" 14'-812" TO FLOOR DRAIN UNEXCAVATED 56'-9" OVERALL 7'-1078" 7'-10778"
22'-7" 34'-358" 6'-758" 7'-1078" 7'-1078" 11'-218" 19'-11" 10" 312" 19'-21 3'-7" 2" BASEMENT 10'-6" LENGTH OF 2x4 BEARING WALL 3'-4120'-51 2" 2" CONTROL JOINT CONTROL JOINT CONTROL JOINT
6'-9313'-91 4" 2" 18'-7" 10" PROVIDE DBL. P.T. 2x4 SILL @GARAGE COMMON WALL 39" x 39" x 12" THICK C.I.P. CONCRETE COLUMN FOOTING -HOLD T/FT'G. DOWN 312" FROM T/SLAB (TYPICAL) 4" Ø STEEL
COLUMN -TYPICAL 2x4 BEARING WALL -DBL. STUDS @19.2" o.c. -ALIGN w/JOISTS -8'-10" h. w/P.T. SILL 1112"d. x 16"w. THKN'D SLAB -SEE DTL. 02/A2.0 NOTE: W8 x 18 STEEL BEAM W8 x 18 STEEL BEAM
CONTROL JOINT HOLD T/GARAGE SLAB DOWN 4" FROM T/FDN. & SLOPE TO O.H. DOORS 3" Ø PVC RADON REDUCTION PIPE -SEE DTL. 03/A2.0 80 GAL. ELECTRIC WH HIGH EFF. FURNACE WOOD HANDRAIL -ONE SIDE
10" x 10" x 818"d. BEAM LEDGE 9'-0" 1'-4" 8" 56'-9" OVERALL 16'-0" 17'-612" TO STEEL BEAM /COLUMN 10" 36'-512" 2'-916'-5" 2" 10'-10" 11'-01 10" 2"8" x 20" C.I.P. CONCRETE FOOTINGS 10"
C.I.P. CONCRETE FOUNDATION WALLS LINE OF STOOP ABOVE 14'-2" 4" OFFSET 60'-638" OVERALL 50'-'-712" 29'-812" 8" 1'-812" 10'-3111'-51 2" 2" 2'-9112'-2" 2" 2'-0" 16'-2" 2'-412" HOLD DOWN
WALL 18" FOR SLAB POUR THROUGH 2'-0" 16'-2" 11'-218" 2'-0" FOR SUMP PUMP PROVIDE OUTLET NOTE!! 2x4 LEDGE FOR SLAB SUPPORT 1'-11 11'-10" 1'-11 8'-1" 2" 2" 10" VENT UP CPT. WOOD GUARDRAIL
-BOTH SIDES 10" 34'-534" 4" x 8" x 818"d. BEAM POCKET VERTICAL CONTROL JOINT VERTICAL CONTROL JOINT CONTROL JOINT CONTROL JOINT 10" 8" STEP SLOPE 3" FROM REAR TO FRONT w/1" FALL IN THE
LAST 12" @THE GARAGE DOOR 110V SMOKE DETECTOR GARAGE SLAB NOTES: 1. 4" thk. CONCRETE SLAB 2. BACK FILL w/PEA GRAVEL 3. PROVIDE CONTROL JOINTS IN SLAB 35'-0" PUMP SUMP 18'-11" CENTER
OF STEEL BEAM 11'-71 10" 2" TO STEEL COLUMN 11'-2" TO STEEL COLUMN #4 REBAR @18" O.C. BEHIND BRICK CURB @8" thk WALL ONLY 60'-638" BASIN EJECTOR BATTERY BACK UP 2'-4" 5'-0" 8'-0" 30"
VANITY ROUGH-IN FULL BATH 11" 4'-634" 11'-6317'-01 4" 4" 13'-1014" 1'-8" 11'-612" TO STEEL COLUMN 5040 SL T/WINDOW 1'-10" DOWN BELOW T/FOUNDATION 15'-934" 16'-1014" 10'-778" 9'-9" STAIR
RUN 3'-31312" 2" 2'-6" PLATFORM STEP -REFER TO STAIR SECTION DETAIL 04/A6.0 10" 8" 8" DEEP BRICK CURB REFER TO DETAIL 07/A2.0 5040 SL T/WINDOW 1'-10" DOWN BELOW T/FOUNDATION 6'-912"
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 (317) 348-2500
FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc. HOME TYPE: PLAN NO. EXTERIOR: ----3/1/2010 4:23 PM BLW-039 MARKET HOME 13295 CARMICHAEL LANE STANTON
F765 ARTS & CRAFTS BELLEWOOD CARMEL, IN 039 --------2005 859-344-7006 02-26-2010 CHRIS VOELKER MASTERPIECE COLLECTION A2.0 PERMIT
FIRST FLOOR PLAN 01 SCALE: 1/4" = 1'-0" CARPET FOYER HARDWOOD DINING ROOM LINE OF 2nd FLOOR ABOVE 3056 3056 2460 5060P 2460 2460 5060P 5060P TEMP 3450 56'-0" DIMENSIONS ARE FRAME TO
FRAME 11'-2" 9'-0" 14'-512" 17'-712" 2x6 BALLOON FRAME WALL 2'-0" 6'-5" 4'-614'-31 4" 4'-31 2" 4'-61 2" 4'-71 6'-3" 4" 2" 1 1 3'-7" 7'-9" 10'-1112" 4'-2" 4'-3" 2'-612" 10'-1112" 4'-2"
4'-6" 2'-312" 5 1 7'-1012" TO STEEL BEAM 19'-514" 1'-912" 2'-2" 19'-212" 3'-7" 11'-7" 12" 9'-7" OPENING 2'-7" 9'-7" OPENING 15'-812" 5'-6" 512" 12'-314" 512" 7'-112" 10'-3" 3'-012" OPENING
4" 5'-0" 10" OPENING 10" 13'-1012" 6'-8" 13'-712" 18'-9" 7'-9" 7'-9" 4'-0" 45°4" 6'-114" CARPET LIVING ROOM CARPET LIBRARY CARPET FAMILY ROOM (3) CAR GARAGE HARDWOOD MORNING ROOM VINYL
TILE DOUBLE WDW HDR NOTE: LINE OF 2nd FLOOR ABOVE 2'-8" STEEL BEAM NOTE: W 12 x 26 STEEL BEAM -w/(5) 2x6 JACK STUDS @EACH END -712"w. x 13 34"d. BEAM POCKETS NOTE: 2x4 BEARING WALL -STUDS
@19.2" o.c. -9'-1"h. OFF T/SUBFLR. -ALIGN w/JOISTS NOTE: SET GARAGE WALL HEIGHT @10'-238" ABV. ABV. T/FDN. WALL FRAMER'S NOTE: SET T/24/50/2460 WINDOWS @8'-9 14" ABOVE 1st FLR SUBFLR
NOTE: 2x4 BEARING WALL -STUDS @19.2" o.c. -9'-1"h. OFF T/SUBFLR. -ALIGN w/JOISTS LINE OF 2nd FLOOR ABV NOTE: 2x4 BEARING WALL -STUDS @19.2" o.c. -9'-1"h. OFF T/SUBFLR. -ALIGN w/JOISTS
DOUBLE WINDOW HEADER NOTE: USE DOUBLE 2x12 AS HEADER w/(1) JACK STUD @EACH SIDE OF EACH WINDOW (3) JACK STUDS 1'-4" GARAGE HEADER NOTE: USE (2) 134" x 14" LVL's -w/(3) JACK STUDS @EACH
END 9'-0"w. x 7'-0"h. O.H. INSULATED GARAGE DOOR HIGH LIFT GARAGE DOOR TRACKS UP CARPET DN DW LG/SM SINK 2'-6" 4'-0" 12'-812" 2'-0" 2'-934" 7'-816'-0" 2" 6'-1115'-1" 4" 4'-614" 5'-91
3'-0" 2" 6'-312" 1'-4" 2'-733'-2" 4" 5 1 2'-10" POCKET DOOR RO: 69"w. x 84 12"h. NOTE! CLIP CORNERS OF COUNTER 1 12" HARDWOOD KITCHEN LAUNDRY 4'-3" OPENING 11'-734" 2'-01 11" 4" 11"
3'-214'-7" 2" DELUXE CASED OPENING 2'-1034"6'-1014" 21'-1" 3'-33 4" OPENING 512" 6" 912" 12'-034" 4512"h. HALF WALL w/1x12 MDF TOP & SKIRT CASING 30" COOKTOP 4" FLUSH BEAM NOTE: USE
(2) 134" x 11 1/4" 4" LVL's AS FLUSH BEAM -w/(2) JACK STUDS @EACH END 2'-0" 11'-012" 59'-712" DIMENSIONS ARE FRAME TO FRAME 59'-712" DIMENSIONS ARE FRAME TO FRAME 56'-0" DIMENSIONS ARE
FRAME TO FRAME 11'-7" 10'-312" 29'-812" 21'-10" TO STEEL BEAM 49'-1012" 16'-0" NOTE: SET GARAGE WINDOWS @8'-1058" ABV. T/FDN. WALL 834" 6'-014" 834" 312" 3'-878" 7'-534" 3'-878" 2860
3'-0" 12" 12" 13'-2" 35'-812" 6 2 3060 AS019 AS109 12" OFFSET 14'-212" 3'-3" 3'-21 4'-2" 2'-51 2" 2" 3'-634" 4'-1113'-3" 3'-7" 2" 3060 3060 5'-4" 1 1 HARDWOOD POWDER 2'-4" 2'-6" 2'-0"
1'-6" 9'-434" 2'-1012" 6'-234" 3'-1133'-8" 4" 2 1 DOUBLE DOORS FRENCH DOORS w/CLEAR GLASS 7'-414" DRYER WASHER MUSTEE # 11 DURASTONE L.T. w/30" SINK BASE 1'-712" 1'-712" 7'-9" REF. SPACE
2860 2860 3060 2'-0" 14'-2" 3'-10" 3060 2'-5" 3'-213'-21 2" 2" 2'-5" 12'-2" 11'-3" 3'-7" 3'-634" 16'-2" 15'-1012" 2'-0" 2'-0" 10'-812" 6'-5"w. x 3'-4 12"d. PORCH 45° 5'-9" 1'-714" 1'-1034"
20'-412" HANDRAIL 9'-512" LINE OF 2nd FLOOR ABOVE 6'-5" GIRDER TRUSS HB B134 T28123LT VINYL TILE 10'-1014" BAR-SIERRA w/T54125LT 3 J.S. 3 J.S. 2 J.S. 2 J.S. GARAGE DRYWALL NOTE: COMMON
GARAGE WALLS, CEILING, BEAMS, COLUMNS THAT SUPPORT FLOOR-CEILING ASSEMBLY ABOVE TO HAVE 12"DRYWALL (HUNG & TAPED). CEILING TO BE 58" TYPE "X" FIRECODE DRYWALL BELOW HABITABLE SPACES.
RADON PIPE 7'-23 2'-0" 4" 512" CPT. HDWD. 2'-0" VSB36BH HB 3'-1012" 2'-0" DOUBLE WINDOW HEADER NOTE: USE SINGLE 2x12 AS HEADER w/(1) JACK STUD @EACH SIDE OF EACH WINDOW DOUBLE WINDOW
HEADER NOTE: USE SINGLE 2x12 AS HEADER w/(1) JACK STUD @EACH SIDE OF EACH WINDOW TRIPLE WINDOW HEADER NOTE: USE SINGLE 2x12 AS HEADER w/(1) JACK STUD @EACH SIDE OF EACH WINDOW -SEE DTL.
0 3 /A 6 . 0 FOR BLOCKING INFO. 16'-0"w. x 7'-0"h. O.H. INSULATED GARAGE DOOR 1'-4" CPT. HDWD. 2040 18'-012" 17'-8" WOOD RAILING 5'-10" 2'-0" CPT. HDWD. GIRDER TRUSS 1 1 USE (2) 1 34"
x 16" MICROLLAM LVL AS HEADER ABOVE GARAGE DOOR GARAGE HEADER NOTE: 20'-5" 7" 1 1 PLUMBERS NOTE! VENT MICROWAVE ABOVE COOKTOP TO EXTERIOR HDWD CPT. CPT. HDWD. HDWD CPT. 'NOVUS' # NDV4236I
GAS DIRECT VENT FIREPLACE -RO: 42"w. x 35"h. -SEE DTL's. 2'-10" 3'-412" 2'-0" 4'-712" 4'-112" 3x3 PAD w/STEP 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 HEADERS AT 82 3 4" 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) 13 4" x 1114"
LVL Header (2) 13 4" x 1114" LVL Header (3) 13 4" x 1114" LVL Header (4) 13 4" x 1114" LVL Header (1) 13 4" x 914" LVL Header (2) 13 4" x 914" LVL Header (3) 13 4" x 914" LVL Header
(4) 13 4" x 914" LVL Header (1) 13 4" x 714" LVL Header (2) 13 4" x 714" LVL Header (3) 13 4" x 714" LVL Header (4) 13 4" 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. 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. 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 (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc. HOME TYPE: PLAN NO. EXTERIOR: ----3/1/2010 4:23 PM BLW-039 MARKET HOME 13295
CARMICHAEL LANE STANTON F765 ARTS & CRAFTS BELLEWOOD CARMEL, IN 039 --------2005 859-344-7006 02-26-2010 CHRIS VOELKER MASTERPIECE COLLECTION A3.0 PERMIT
SECOND FLOOR PLAN 01 SCALE: 1/4" = 1'-0" BEDROOM 3 CARPET BATH MASTER CERAMIC TILE CERAMIC TILE DRESSING 3850 EGRESS 2430P 5056P 2430P 2'-6" 2'-6" 2'-6" 2'-8" 2'-4" 2'-4" UCD2721 VBB48BH
VBB48BH 56'-0" DIMENSIONS ARE FRAME TO FRAME 56'-0" DIMENSIONS ARE FRAME TO FRAME 35'-4" 20'-8" 27'-91 9'-3" 2" 14'-512" 17'-712" 2x6 BALLOON FRAME WALL 23'-11" 4'-614'-31 4" 4'-31 2"
4'-61 2" 4" 1 1 2 2 1 1 7'-237'-23 4" 4" 6'-11117'-71 16'-1" 2" 13'-101 2" 2" 15'-412" 1312" 4'-6" 5'-7" 6'-0" 1'-6" 5'-512" 24'-0" 2'-7" 2'-7" 10'-5" 4'-1" 7'-312" 12'-911'-7" 2" 13'-1012"
6'-8" 13'-712" 3'-1012" 1'-312" 6'-717'-61 2" 2" 15'-612" 512" 3'-41 3'-7" 2" 1'-81 1'-4" 2" 2'-712" 3'-7" 2'-212" 2'-912" 1'-712" CPT. TILE BEDROOM 2 CARPET BEDROOM 4 CARPET OPEN TO
BELOW HALL CARPET W.I.C. CARPET MASTER BEDROOM CARPET W.I.C. CARPET 3'-6" FRAMER'S NOTE: SET T/5056P WINDOW @14'-10 14" ABOVE 1st FLR SUBFLOOR SET T/2430P WINDOWS @12'-4 14" ABOVE 1st
FLR SUBFLOOR 36"h. WOOD GUARDRAIL 36"h. WOOD
GUARDRAIL HANDRAIL DN CARPET 512" NOTE: DO NOT LOCATE TRUSS OVER PLUMBING WALL 2'-0" 7'-9" 7'-9" 10'-1112" 3'-2" 3'-7" 4'-212" 10'-1112" 3'-2" 3'-7" CARPET DOUBLE WDW HDR NOTE: GIRDER
TRUSS ABOVE 4'-212" SITTING ROOM 3056 EGRESS 3056 EGRESS 3056 EGRESS 3056 EGRESS DOUBLE WDW HDR NOTE: USE SINGLE 2x12 AS HEADER w/(1) JACK STUD @EACH SIDE OF EACH WINDOW (3) JACK STUDS
(3) JACK STUDS 8" RAISED TRAY CEILING 2'-0" TYP. 2'-0" TYP. 2'-0" TYP. 23'-412" 4'-5" 7'-612" NOTE: 5040 TEMP. 10" 4'-0" 48" x 34" SHOWER BASE -w/2-SIDED 17 1/4h. PLTFRM. SEAT -w/45"h.
SHELF -CERAMIC TILE SURROUND -TWO-SIDED SHOWER ENCLOSURE w/DOOR -SEE DTL. 02/A3.1 WHIRLPOOL TUB #K1257 -RO: 70" x 34" -1914"" PLATFORM HGT. -w/CERAMIC TILE SURROUND 2'-4" 14'-7" 11'-212"
10" 1 1 2'-4" 2'-4" VBB30D2'-4" W.I.C. CARPET W.I.C. CARPET CERAMIC TILE 312" 4'-918" 6'-014" 4'-918" 2'-4" 3'-7" 4'-8" 4'-2" 3'-7" 4'-2" 12'-11" 3056 EGRESS 3056 EGRESS 3056 EGRESS
1 1 1 1 1 1 3'-11" 35'-812" 45'-512" DIMENSIONS ARE FRAME TO FRAME 3050 2 2 3'-638" 3056 EGRESS 1 1 5'-715'-71 2" 2" 1 1 2'-212" 12'-2" 11'-3" 11'-11" 6'-8" E SHOWER NOTE: 2'-0" 45"h.
SHELF 2'-10" SEAT 3'-1012" 7'-6" 3'-012" GIRDER TRUSS 3 J.S. 3 J.S. 7'-9" 7'-9" 8" 8" 2'-0" 6'-5" 45'-512" ACCESS PANEL 15"h x 20"w 12'-4" 3'-6" 45° VBB30D TILE CPT. HALL BATH CERAMIC
TILE 3rd BATH 15'-4" 20'-412" 2040 TEMP 2'-4" CPT. TILE 2'-0" 2'-53 4" OPEN TO FOYER 1312" 11'-1" 7'-8" 4'-5" 11'-1" 8'-512" 2'-312" 3'-112" 1'-635'-0" 4" 4'-4" 7'-9" 5'-0" 51 5'-0"
2" 1'-6" 3'-1012" 4'-9" 2'-4" POCKET DOOR R.O. 57"w X 84 12"h 2'-214" 1'-634" 7'-1" 8" 2'-312" 2'-4" 02 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 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. 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. 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
(317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc. HOME TYPE: PLAN NO. EXTERIOR: ----3/1/2010 4:23 PM BLW-039 MARKET HOME 13295 CARMICHAEL
LANE STANTON F765 ARTS & CRAFTS BELLEWOOD CARMEL, IN 039 --------2005 859-344-7006 02-26-2010 CHRIS VOELKER MASTERPIECE COLLECTION A3.1 PERMIT
THE TOP PORTION SWITCHED ALL SWITCHED OUTLETS TO HAVE NOTE!! -110v OUTLET -TYPICAL WALL -QUADRUPLEX OUTLET -WEATHERPROOF WALL OUTLET -220v OUTLET -THERMOSTAT -PHONE JACK -TYPICAL -WALL
PHONE JACK -SET @46" FROM FLOOR -WALL PHONE JACK -SET @60" FROM FLOOR -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 TBPH -PAPER HOLDER R -STORAGE SHELVING -ROD -STORAGE S SHELVING -LINEN
-CABLE -LIGHT FIXTURE -EXTERIOR DOUBLE SPOT -EXHAUST FAN -VENT TO EXTERIOR -TOWEL BAR -SWITCH -DIMMER AND THE LOWER PORTION HOT! -LIGHT FIXTURE -2' FLUORESCENT ELECTRICAL /TRIM SYMBOLS:
-OUTLET FOR FUTURE GARAGE DOOR OPENER INTERIOR TRIM PACKAGE NOTE: INTERIOR WINDOW TRIM PACKAGE # DETAIL SHEETS D3.0 & D3.1 -REFER TO INTERIOR WINDOW TRIM INTERIOR TRIM CASING: 4 2 3/4"
BEADED 4 04 06 07 05 FIRST FLOOR ELECTRICAL /TRIM PLAN 01 SCALE: 1/4" = 1'-0" FOYER DINING ROOM LIVING ROOM LIBRARY FAMILY ROOM (3) CAR GARAGE MORNING ROOM A/C T O L IG H T B ELO W WOOD
RAILING DELUXE CASED OPENING DELUXE CASED OPENING DELUXE CASED OPENING LIGHT HUNG FROM 2ND FLR CLG 66 T UP CARPET DN DW24 SB33 5S 5S 1R 7'-10" 3'-9" 3'-6" 4'-9" R RR RR W D P S I D 220v
B48FHFTB 3630 CSMIB F684 3630 CSMIB VALANCE KITCHEN LAUNDRY 46 T NOTE! CLIP CORNERS OF COUNTER 112" CABINET NOTE: WRAP ISLAND w/FURNITURE BASE (NO TOE KICK) SEE DETAIL 06/A4.0 CABINET
NOTE: SET 3630 CSFI CABINETS ON 412" PLTFRM. BASE -SEE DTL. 07/A4.0 DELUXE CASED OPENING 4512"h. HALF WALL w/1x12 MDF TOP & SKIRT CASING WDOP30 WDOP30 WDOP30 WDOP30 USK3024 B42 30" COOKTOP
U309024 W2142 W1536 W391824 WEC36 W2736 W2736 220v SB30 OD3090 W1536 W2142 C 66 66 POWDER 100 84 1R DRYER WASHER 220v REF. SPACE 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 5/16" W. x 23" D. x 49 9/16" H. GJC3034S GBD309S (1) 30" CLEAN-TOP COOKTOP (1) DBL. WALL OVEN WDOP36 BDOP
WDOP36 WDOP36 TDOP96 TDOP96 C 66 R R R R R R R R R 66 GARAGE COACH LIGHTS & POST LAMP ON SAME PHOTOCELL (NO SWITCH) 3'-0" 2'-0" 3'-0" 2'-0" 3'-0" 2'-0" HB ELECTRIC NOTE: (6) UNDERCABINET
LIGHTS TO (1) SWITCH LOCATION 1'-6" 9'-314" 1'-6" 5'-6" 6'-814" 4'-6" LIGHT INSTALLATION BLOCKING FOR CEILING PROVIDE WIRING and NOTE: 1'-814" 2'-614" 3'-4" 1'-1114" 1'-614" 2'-0" 1'-1114"
1'-4" 2'-4" (2) W2430FF FIXED DOORS SHUT8'-0" 7'-312" VSB36BH 4 14" CROWN MIRROR: 33" w. x 42" h. 9'-212" W1542 W1542 R 4'-0" R 3'-512" 8'-5" R CASED OPENING CASED OPENING TO LIGHTS
ABOVE TO LIGHTS ABOVE T O L I GH T B E LOW CASED OPENING TB L IGHT FA N PH LIGHT INSTALLATION BLOCKING FOR CEILING PROVIDE WIRING and NOTE: 3'-0" NOTE: SWITCH MUST BE LOCATED MIN. 40"
FROM CENTER OF FIREPLACE OPENING NOTE: ELECTRICIAN TO PROVIDE 110v POWER SUPPLY TO FIREPLACE REFER TO SHEET A6.1 FOR WALL TRIM REFER TO SHEET A6.1 FOR WALL TRIM W3024 UF3 SECOND FLOOR
ELECTRICAL /TRIM PLAN 02 SCALE: 1/4" = 1'-0" BEDROOM 3 BATH MASTER DRESSING MIRROR: PH 88 88 88 UCD2721 VBB48BH VBB48BH 88 BEDROOM 2 BEDROOM 4 OPEN TO BELOW HALL W.I.C. MASTER BEDROOM
W.I.C. 84 84 1R 1R 5S MIRROR: 72" x 42" 45" x 42" T O S W I T C H B E LO W T O SWI T C H BEL OW T O LIGHT BELOW 36"h. WOOD GUARDRAIL 36"h. WOOD GUARDRAIL DN CARPET 3'-4" 3'-334" SITTING
ROOM 1R 1R TB 2R 88 VBB30D W.I.C. W.I.C. MIRROR: 27" x 42" TB PH 1R 1R 1R E C T R R R R R 3'-112" 3'-712" 3'-0" 6'-0" 7'-0" 2'-0" 3'-712" R R R 1'-9" 4'-6" 3'-712" RR RR 3'-0" 9'-612"
3'-0" 3'-0" 3'-0" LIGHT INSTALLATION BLOCKING FOR CEILING PROVIDE WIRING and NOTE: 2'-0" 6'-312" 4'-012" 3'-0" 11'-712" 84 R 6'-0" 1'-6" TYP. 1'-6" TYP. 1'-6" TYP. 1'-6" TYP. R R R FAN/LIGHT
INSTALLATION BLOCKING FOR CEILING PROVIDE WIRING and NOTE: TO SWITCHES BELOW VBB30D HALL BATH 3rd BATH PH 1R TB 84 MIRROR: 27" x 42" CEILING LIGHT INSTALLATION PROVIDE WIRING FOR CEILING
LIGHT INSTALLATION NOTE: PROVIDE WIRING FOR NOTE: CEILING LIGHT INSTALLATION PROVIDE WIRING FOR NOTE: T/UCD CABINET @31 12" ABOVE SUBFLOOR PLACE OUTLET BETWEEN BACKSPLASH & MIRROR HORIZONTALLY
OPEN TO FOYER 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 (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc. HOME TYPE: PLAN NO. EXTERIOR: ----3/1/2010 4:23 PM BLW-039 MARKET HOME 13295
CARMICHAEL LANE STANTON F765 ARTS & CRAFTS BELLEWOOD CARMEL, IN 039 --------2005 859-344-7006 02-26-2010 CHRIS VOELKER MASTERPIECE COLLECTION A4.0 PERMIT
03 04SCALE: 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" 1/4" = 1'-0" FRAMING NOTE: START
SUBFLOOR LAYOUT HERE 05 FIRST FLOOR FRAMING PLAN 01 SCALE: 1/4" = 1'-0" 17'-214" CLEAR SPAN 312" 512" 7" 45'-512" DIMENSIONS ARE FRAME TO FRAME 19'-0" CLEAR SPAN 312" 56'-0" DIMENSIONS
ARE FRAME TO FRAME 46'-4131'-67 16" 16" 56'-0" DIMENSIONS ARE FRAME TO FRAME 35'-4" 20'-8" 19'-1012" 15'-10" 1'-6716" 7'-9" 35'-817'-9" 2" 34'-1" 7'-9" 7'-9" 15'-6" 6'-5" 1'-8116" 21'-5"
9'-4" 4'-7" 3'-7" 3" 19'-812" 17'-713'-03 4" 4" 6" 2'-678" 412" 16'-1" 112" 2x12 x 22'-0" JOIST @19.2" o.c. 2x12 x 22'-0" JOIST @19.2" o.c. 2x12 x 20'-0" JOIST @19.2" o.c. 2x12 x 18'-0"
JOIST @19.2" o.c. 2x12 x 18'-0" JOIST @19.2" o.c. RADON PIPE 2x12 x 18'-0" JOIST @19.2" o.c. 2x12 x 18'-0" JOIST @19.2" o.c. 2x12 x 18'-0" JOIST SINGLE 2x12 BLOCKING FROM OUTSIDE OF
FRAME TO OF FIRST JOIST FROM OUTSIDE OF FRAME TO OF FIRST JOIST CANTILEVER FRONT JOISTS OVER STEEL BEAM FOR BEARING WALL SUPPORT FROM OUTSIDE OF FRAME TO OF FIRST JOIST TRIPLE 2x12 BLOCKING
DOUBLE 2X12 2x12 x 20'-0" JOIST @19.2" o.c. 2x12 x 20'-0" JOIST @19.2" o.c. TRIPLE 2x12 BLOCKING CANTILEVER REAR JOISTS OVER STEEL BEAM FOR POINT LOAD SUPPORT 3'-231'-415 8" 1'-1015
16" 16" 312" 45'-512" DIMENSIONS ARE FRAME TO FRAME 17'-534" CLEAR SPAN 1'-71516" 14'-11" 35'-812" 12'-2" 15'-712" 2x12 x 20'-0" JOIST @19.2" o.c. 2x12 x 18'-0" JOIST @19.2" o.c. 2x12
x 18'-0" JOIST @19.2" o.c. 2x12 x 18'-0" JOIST @19.2" o.c. FLOOR SHEATHING START POINT FROM OUTSIDE OF FRAME TO OF FIRST JOIST 1'-712"2x12 x 14'-0" JOIST @19.2" o.c. 12'-2" 2'-5" 6'-5"
2'-5" 11'-11" 1'-7343 1'-3" 16" 6'-413 16" 73 16" 4" 1079'-73 8" 16" 2'-0" 2'-0" 2'-0" 2x12 x 18'-0" 2x12 x 20'-0" JOISTS @19.2" o.c. JOISTS @19.2" o.c. 2x12 x 8'-0" JOIST 2x12 x 8'-0"
JOIST 2x12 x 8'-0" JOIST 2x12 x 6'-0" JOIST 2x12 x 6'-0" JOIST 2x12 BLOCKING (2) 2x4 PRESSURE TREATED SILL PLATE (SIDE BY SIDE) DBL. 2x12 2x12 BLOCKING FOR POINT LOAD 2x12 x 18'-0" JOISTS
@19.2" 19.2" o.c. 2x12 x 20'-0" JOISTS @19.2" o.c. 2x12 x 18'-0" JOISTS @19.2" o.c. 2x12 x 12'-0" JOISTS @19.2" o.c. 1'-112" 2x12 x 20'-0" JOISTS @19.2" o.c. 2x4 SCAB @T/OF JOIST FOR
PLYWOOD SPAN 6'-234" TO PLUMBING WALL ABOVE 512" 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 (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc. HOME TYPE: PLAN NO. EXTERIOR: ----3/1/2010
4:23 PM BLW-039 MARKET HOME 13295 CARMICHAEL LANE STANTON F765 ARTS & CRAFTS BELLEWOOD CARMEL, IN 039 --------2005 859-344-7006 02-26-2010 CHRIS VOELKER MASTERPIECE COLLECTION A5.0 PERMIT
03 04SCALE: 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" 1/4" = 1'-0" FRAMING NOTE: START
SUBFLOOR LAYOUT HERE 05 SECOND FLOOR FRAMING PLAN 01 SCALE: 1/4" = 1'-0" 15'-812" CLEAR SPAN 312" 312" 5119'-31 2" 2" CLEAR SPAN 312" 312" 7'-734" CLEAR SPAN 56'-0" DIMENSIONS ARE FRAME
TO FRAME 1'-67FROM OUTSIDE OF FRAME 16" 56'-0" DIMENSIONS ARE FRAME TO FRAME RADON PIPE R RR RR 27'-912" 9'-3" 14'-512" 17'-712" 2x6 BALLOON FRAME WALL SEE DETAIL 03/A6.0 23'-11" 1'-9"
16'-0" 6'-2" 6'-112" 112" 8'-212" 4'-958" 1'-851'-81 8" 4" 1'-5716" 35'-4" 20'-8" 1'-8116" 1'-638" 3116'-0" 2" 6'-712" 3'-1112" 3'-7" 6'-8" 20'-41 10'-7" 2" 313'-8" 2" 19'-8" TO OF W.C.
DRAIN 2'-012" 25'-012" DOUBLE 2x12 DOUBLE 2x12 x 20'-0" JOIST 2x12 x 18'-0" JOIST 2x12 x 18'-0" JOIST @19.2" o.c. 2x12 x 18'-0" JOIST @19.2" o.c. 2x12 x 12'-0" JOIST 2x12 x 6'-0" JST
2x12 x 6'-0" JST 2x12 x 8'-0" JOIST 2x12 x 8'-0" JOIST 2x12 x 18'-0" JOIST @19.2" o.c. 2x12 x 18'-18'-0" JOIST @19.2" o.c. 2x12 x 18'-0" JOIST DOUBLE 2x12 x 20'-0" JOIST FLUSH BEAM NOTE:
USE (2) 1 34" x 1114" LVL's AS FLUSH BEAM -w/(3) JACK STUDS @EACH END 2x12 x 8'-0" JOISTS @19.2" o.c. FROM OUTSIDE OF FRAME TO OF FIRST JOIST FLUSH BEAM NOTE: USE (2) 134" x 1114" LVL's
AS FLUSH BEAM -w/(2) JACK STUDS @EACH END 3" 7'-9" 7'-9" 3" 7'-9" 44'-912" DIMENSIONS ARE FRAME TO FRAME 20'-958" 1'-71516" 17'-7316" 1'-6716"DOUBLE 2x12 2'-578" 6'-9" 16'-678" 3'-238"
1'-458" 312" 35'-812" DIMENSIONS ARE FRAME TO FRAME 19'-112" CLEAR SPAN 1'-71516" 11'-11" 3'-238" 4'-114" 312" 11'-7" CLEAR SPAN 7'-3" 12'-2" 2x12 x 20'-0" JOISTS @19.2" o.c. 2x12 x
14'-0" JOISTS @19.2" o.c. 2x12 x 12'-0" JOIST DOUBLE 2x12 x 16'-0" JOIST FROM OUTSIDE OF FRAME TO OF FIRST JOIST FLOOR SHEATHING START POINT 2x4 BLK'G. FOR PLYWOOD SPAN -HOLD TO T/2x12
JOIST 2x12 x 8'-0" JOISTS @19.2" o.c. TO OF FIRST JOIST 2'-0" 12'-2" 11'-3" 1'-4" CANT. 8" 2'-0"8" 1'-11" 11" 438" R R R R RRR R R 2x12 x 16'-0" JOISTS @19.2" o.c. 2x12 x 20'-0" JSTS
@19.2" o.c. DOUBLE EVERY OTHER JOIST 2x12 x 20'-0" JOISTS @19.2" o.c. ADDTIONAL 2x12 BLOCKING FOR POINT LOAD ABOVE PROVIDE BLOCKING BETWEEN JOIST FOR RAIL SUPPORT ABOVE 5'-2" 7'-312"
5'-2" (2) 1 34" x 11 14" LVL'S 2x12x 14'-0" @19.2" o.c. 2x12x 10'-0" @19.2" o.c. 1231'-73 4" 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 (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc.
HOME TYPE: PLAN NO. EXTERIOR: ----3/1/2010 4:23 PM BLW-039 MARKET HOME 13295 CARMICHAEL LANE STANTON F765 ARTS & CRAFTS BELLEWOOD CARMEL, IN 039 --------2005 859-344-7006 02-26-2010
CHRIS VOELKER MASTERPIECE COLLECTION A5.1 PERMIT
05 06 BUILDING SECTION -THRU GARAGE /LAUNDRY & MASTER DRESSING /MASTER W.I.C. SCALE: 1/4" = 1'-0" 12 6 19'-5" 10" 18'-7" 10" 2x12 JOISTS @19.2" o.c. 2x12 JOISTS @19.2" o.c. MASTER BEDROOM
W.I.C. BASEMENT LAUNDRY PANTRY (3) CAR GARAGE 9'-0" 9'-1" 117 8'-1" 1'-13 8" 8" TRUSSES @24" o.c. PRE-ENGINEERED ROOF 2x12 JOISTS @19.2" o.c. 7'-1012" TO STEEL BEAM 2'-0" 12'-812" 4'-0"
DBL. 2x4 P.T. SILL @GARAGE COMMON WALL 8" x 18" C.I.P. CONCRETE FOOTING 312" THK. CONCRETE SLAB GRADE VARIES -REFER TO ELEV'S., SHEET A1.0 8" C.I.P. CONCRETE FOUNDATION WALL INSULATION
BAFFLE -ALLOW 2" MIN. AIR SPACE 2x4 FRAME WALL @16" o.c. -w/R-13 BATT INSULATION 2x4 FRAME WALL @16" o.c. -w/R-13 BATT INSULATION T/2nd FLR DBL TOP T/2nd FLR SUBLOOR T/1st FLR DBL TOP
T/1st FLR SUBLOOR T/FOUNDATION T/FOOTING 2x6 W12 x 26 STEEL BEAM 2x6 02 R-38 INSULATION -TYPICAL (2) #4 RE-BARS: -CONT. AROUND BTM. PERIMETER OF FDN. WALL & FT'G. 12'-4" 14'-7" 10'-238"
50'-1012" OVERALL 30'-712" 22'-1" TO STEEL BEAM PRE-ENGINEERED ROOF TRUSSES @24" o.c. 1'-4" O.O.H. 27'-912" TRUSS SPAN 18'-378" TRUSS SPAN FIBERGLASS /ASPHALT SHINGLES 7/16" O.S.B. ROOF
SHEATHING MASTER DRESSING 29'-1112" 08 012030P 2'-9" 1x6 RAKE BOARD -EXT. 6" HARDIPANEL (STUCCO FINISH) 1x4 TRIM 1x6 TRIM 1x6 TRIM 12 12 12 6 DORMER DETAIL 07 SCALE: 1/4" = 1'-0" 3'-512"
2'-312" 4'-7" 411'-43 4" 4" 09 MONO TRUSSES 2'-138" 10" 2'-638" HEEL CUT PRE-ENGINEERED GIRDER TRUSS SECTION DETAIL -THRU STAIRS SCALE: 3/8" = 1'-0" 9'-1" WALL HEIGHT 1'-138" 1178" 8'-1"
WALL HEIGHT 312" SLAB 9'-0"9'-978" (14) RISERS @7.875" (1) PLATFORM RISER @7.875" 10'-078" (15) RISERS 8.058" 10'-5"9'-9" (13) TREADS @9" 3'-512" TO INSIDE OF FOUNDATION WALL 21'-3 12"
TO INSIDE OF FOUNDATION WALL 25'-012" TO OUTSIDE OF 2nd FLR RIM JOIST 3'-0" GUARDRAIL HT. 2'-10" HANDRAIL HT. 2'-10" HANDRAIL HT. 10'-7" STAIR OPENING 21'-112" TO OUTSIDE OF 2nd FLR
RIM JOIST 9'-6" TO NOSING 4'-1" 2" 10'-6" (14) TREADS @9" 2" 4'-0" TO NOSING 4'-7" TO OUTSIDE OF 1st FLR RIM JOIST 9'-4" STAIR OPENING 21'-5" TO OUTSIDE OF 1st FLR RIM JOIST 2" 00 3'-312"
TO NOSING 6'-8" MIN. HEADROOM WOOD RAILING w/BALUSTERS @LESS THAN 4" SPHERICAL SPACING -IN FOREGROUND ANCHOR STEPS TO SLAB -TYPICAL 36" h. WOOD GUARDRAIL w/BALUSTERS @LESS THAN 4" SPHERICAL
SPACING HANDRAIL 2" 10" 18" 3'-6" 6'-8" MIN. HEADROOM 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 (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc. HOME TYPE: PLAN NO. EXTERIOR: ----3/1/2010
4:23 PM BLW-039 MARKET HOME 13295 CARMICHAEL LANE STANTON F765 ARTS & CRAFTS BELLEWOOD CARMEL, IN 039 --------2005 859-344-7006 02-26-2010 CHRIS VOELKER MASTERPIECE COLLECTION A6.0 PERMIT
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 (317) 348-2500
FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc. HOME TYPE: PLAN NO. EXTERIOR: ----3/1/2010 4:23 PM BLW-039 MARKET HOME 13295 CARMICHAEL LANE STANTON
F765 ARTS & CRAFTS BELLEWOOD CARMEL, IN 039 --------2005 859-344-7006 02-26-2010 CHRIS VOELKER MASTERPIECE COLLECTION A6.0 PERMIT
1/2" = 1'-0" 03 ELEVATION -TWO-STORY FIREPLACE -GREAT ROOM SCALE: 1212 2'-8" 8" " 6'-712" FINISH MANTEL WIDTH 4'-412" FINISH MANTEL HEIGHT -w/(2) 2x4 BACK-UP 1x6 TRIM 4'-8" 512" 3'-6"
312" 3'-0" 312" 1'-978" 312" 2'-318" 17'-138" 18'-1 38" w/9' FIRST FLOOR OPTION 2'-1114" 31 1'-0" 2" 3131 2" 31 1'-0" 2" 2" 6'-114" FINISH DIMENSION ALL DIMENSIONS ARE NOTE: FINISH DIMENSIONS
514" BASE TRIM 3 1/2"" CASING 114" x 8" x 6'-614" BIRCH PLYWOOD MANTEL -w/114" BED MLD EDGE 114" BED MOULD DRYWALL FINISH 414" CROWN MOULD 414" CROWN MOULD 114" BED MOULD DRYWALL FINISH
114" BED MOULD 1/2" = 1'-0" ELEVATION -4x4 CERAMIC TILE SURROUND SCALE: CERAMIC TILE (4x4) SURROUND 1/2" = 1'-0" ELEVATION -2x4 CERAMIC TILE SURROUND SCALE: 1/2" = 1'-0" ELEVATION -8x12
CERAMIC TILE SURROUND SCALE: 1/2" = 1'-0" ELEVATION -CERAMIC 'THIN' BRICK SURROUND SCALE: CERAMIC 'THIN' BRICK SURROUND 1/2" = 1'-0" ELEVATION -2x2 CERAMIC TILE SURROUND SCALE: CERAMIC
TILE (8x12) SURROUND CUT TILES 1/2" = 1'-0" ELEVATION -MARBLE /GRANITE SURROUND SCALE: MARBLE or GRANITE SURROUND CERAMIC TILE (2x4) SURROUND CERAMIC TILE (2x2) SURROUND 04c 04a 04d
04e 04f 3 12" CASING 5 14" BASE TRIM 4 14" CROWN MOULD 1x6 TRIM -w/(2) 2x4 BACK-UP 3 12" CASING 5 14" BASE TRIM 4 14" CROWN MOULD 1x6 TRIM -w/(2) 2x4 BACK-UP 3 12" CASING 5 14" BASE
TRIM 4 14" CROWN MOULD 1x6 TRIM -w/(2) 2x4 BACK-UP 3 12" CASING 5 14" BASE TRIM 4 14" CROWN MOULD 1x6 TRIM -w/(2) 2x4 BACK-UP 3 12" CASING 5 14" BASE TRIM 4 14" CROWN MOULD 1x6 TRIM
-w/(2) 2x4 BACK-UP 3 12" CASING 5 14" BASE TRIM 4 14" CROWN MOULD 1x6 TRIM -w/(2) 2x4 BACK-UP 4'-6" FINISH MANTEL HEIGHT 2'-934" 8" 1'-014" 4'-8" 8" 3'-4" 8" 4'-6" FINISH MANTEL HEIGHT
2'-934" 8" 1'-014" 4'-6" FINISH MANTEL HEIGHT 2'-934" 8" 1'-014" 4'-8" 8" 3'-4" 8" 4'-6" FINISH MANTEL HEIGHT 2'-934" 8" 1'-014" 4'-6" FINISH MANTEL HEIGHT 2'-934" 8" 1'-014" 4'-6" FINISH
MANTEL HEIGHT 2'-934" 8" 1'-014" 04g 04b 1 14"thk. x 12"d. x 6'-3"w. BIRCH PLYWOOD MANTEL -w/1 14" BED MOULD EDGE 1 14"thk. x 12"d. x 6'-3"w. BIRCH PLYWOOD MANTEL -w/1 14" BED MOULD
EDGE 1 14"thk. x 12"d. x 6'-3"w. BIRCH PLYWOOD MANTEL -w/1 14" BED MOULD EDGE 1 14"thk. x 12"d. x 6'-3"w. BIRCH PLYWOOD MANTEL -w/1 14" BED MOULD EDGE 1 14"thk. x 12"d. x 6'-3"w. BIRCH
PLYWOOD MANTEL -w/1 14" BED MOULD EDGE 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" 4'-8" 8" 3'-4" 8" 4'-8" 8" 3'-4" 8" 4'-8" 8" 3'-4" 8"
NOTE: 5 14" BASE TRIM and 3 12" CASING ARE DELETED w/DRYSTACK STONE OPTION 1/2" = 1'-0" ELEVATION -DRYSTACK STONE SURROUND SCALE: DRYSTACK STONE SURROUND -RETURN STONE TO WALL 5'-812"±
1'-214"± 1'-213'-4" 4"± 4'-6" FINISH MANTEL HEIGHT 2'-934" 1'-814" 04h4 14" CROWN MOULD 1x6 TRIM -w/(2) 2x4 BACK-UP 1 14"thk. x 12"d. x 6'-3"w. BIRCH PLYWOOD MANTEL -w/1 14" BED MOULD
EDGE CERAMIC TILE (8x8) SURROUND 3 12" CASING 5 14" BASE TRIM 4 14" CROWN MOULD 1x6 TRIM -w/(2) 2x4 BACK-UP 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" 1/2" = 1'-0" ELEVATION -8x8 CERAMIC TILE SURROUND SCALE: DROP AS NEEDED FOR GAS FLUE 3/4" = 1'-0" DETAIL -TWO-STORY FIREPLACE
-GREAT ROOM SCALE: 01 3/4" = 1'-0" SECTION -TWO-STORY FIREPLACE -GREAT ROOM SCALE: 02 1178" 8'-1" 12" DRYWALL 2X4 PAD OUT 414" CROWN MOULD 114" BED MOULD 2x4 FRAME WALLS 114" x 8" x
6'-614" BIRCH PLYWD. MANTEL -w/114" BED MOULD EDGE 1x6 TRIM -w/2x4 BACK-UP 414" CROWN MOULD 312" CASING 514" BASE TRIM DBL. 2x4 HEADER GAS DIRECT VENT FIREPLACE -RO: 42"w. x 35"h. 6'-014"
6'-1034" 7'-534" 1'-1034" 1'-714" 312" 834" 1'-334" 834" NOTE: 514" BASE TRIM 312" CASING LINE OF MANTEL ABV. VENT TO REAR OF HOME ALL DIMENSIONS ARE FRAME DIMENSIONS 17'-178" 1'-318"
1'-313'-6" 8" ROUGH OPENING 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 (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc. HOME TYPE: PLAN NO. EXTERIOR: ----3/1/2010 4:23 PM BLW-039 MARKET HOME 13295
CARMICHAEL LANE LANE STANTON F765 ARTS & CRAFTS BELLEWOOD CARMEL, IN 039 --------2005 859-344-7006 02-26-2010 CHRIS VOELKER MASTERPIECE COLLECTION FP1 PERMIT
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 (317) 348-2500 FIELD SPEC
HOTLINE: (859) 344-7100 COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc. HOME TYPE: PLAN NO. EXTERIOR: ----3/1/2010 4:23 PM BLW-039 MARKET HOME 13295 CARMICHAEL LANE STANTON F765 ARTS
& CRAFTS BELLEWOOD CARMEL, IN 039 --------2005 859-344-7006 02-26-2010 CHRIS VOELKER MASTERPIECE COLLECTION WB1 PERMIT
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 -7" 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. 12" DRYWALL
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 12" DRYWALL R-38 BLOWN-IN
INSUL. -UNLESS NOTED OTHERWISE ON PLAN HORIZONTAL SIDING METAL FLASHING 2x10 BLOCKING CANT. -SPECIFIC TO EXTERIOR ELEVATIONS, SHEET # A1.0 1x BAND BOARD: 412" -REFER TO NOTES ON SECTIONS
BRICK VENEER: @16" O.C. PRE-ENGINEERED WD. ROOF TRUSSES: @24" O.C. GABLE w/STUDS 7/16" O.S.B. ROOF SHEATHING 1x8 RAKE BOARD 1x6 BACK-UP 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. 12" DRYWALL 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, 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 ALL 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 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 ALL 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
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 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 ALL 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
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 (317) 348-2500
FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc. HOME TYPE: PLAN NO. EXTERIOR: ----3/1/2010 4:24 PM BLW-039 MARKET HOME 13295 CARMICHAEL LANE STANTON
F765 ARTS & CRAFTS BELLEWOOD CARMEL, IN 039 --------2005 859-344-7006 02-26-2010 CHRIS VOELKER MASTERPIECE COLLECTION WS-B1
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 -7" 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. 12" DRYWALL
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 12" DRYWALL
R-38 BLOWN-IN INSUL. -UNLESS NOTED OTHERWISE ON PLAN HORIZONTAL SIDING METAL FLASHING 2x10 BLOCKING CANT. -SPECIFIC TO EXTERIOR ELEVATIONS, SHEET # A1.0 1x BAND BOARD: 412" -REFER TO
NOTES ON SECTIONS BRICK VENEER: @16" O.C. PRE-ENGINEERED WD. ROOF TRUSSES: @24" O.C. GABLE w/STUDS 7/16" O.S.B. ROOF SHEATHING 1x8 RAKE BOARD 1x6 BACK-UP 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. 12"
DRYWALL 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, 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 ALL 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 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 ALL 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 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 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 ALL 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 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 (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc. HOME TYPE: PLAN NO. EXTERIOR: ----3/1/2010 4:24 PM BLW-039
MARKET HOME 13295 CARMICHAEL LANE STANTON F765 ARTS & CRAFTS BELLEWOOD CARMEL, IN 039 --------2005 859-344-7006 02-26-2010 CHRIS VOELKER MASTERPIECE COLLECTION WS-B2
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") 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 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 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 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 (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc. HOME TYPE: PLAN NO. EXTERIOR: ----3/1/2010 4:24 PM BLW-039 MARKET HOME 13295
CARMICHAEL LANE STANTON F765 ARTS & CRAFTS BELLEWOOD CARMEL, IN 039 --------2005 859-344-7006 02-26-2010 CHRIS VOELKER MASTERPIECE 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 (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc. HOME TYPE: PLAN NO. EXTERIOR: ----3/1/2010
4:24 PM BLW-039 MARKET HOME 13295 CARMICHAEL LANE STANTON F765 ARTS & CRAFTS BELLEWOOD CARMEL, IN 039 --------2005 859-344-7006 02-26-2010 CHRIS VOELKER MASTERPIECE COLLECTION D2.0
03 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. STONE SILL TYP. -PULL BTM. 1" -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 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") 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 . (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. 09 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. 5/16" HARDIPANEL -SMOOTH FINISH, TYPICAL -OVER P.T. 1x BLOCKING MASONRY VENEER
BEYOND 1 x 6 TRIM, TYPICAL 06 REAR WINDOW HEAD @BRICK VENEER SCALE: HORIZONTAL SIDING, TYPICAL STARTER STRIP, TYPICAL FIRST FLOOR BRICK WRAP -RIP TO FIT '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.
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"± FINISH (UTILITY) TRIM, TYPICAL 3" 3" SECOND OPTION 11 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-NP-1' CAULK, CONT. BTWN FLANGE AND SHEATHING
-TYPICAL, ALL (4) SIDES 158" PVC BARGE MOULD, TYPICAL 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" 3" = 1'-0" 1x6, RIP TO FIT CAULK, CONTINUOUS BREAK MTL DRIP
EDGE FLASH'G: -NAIL & CAULK T/FLASHING TO WALL SHEATHING, TYPICAL -EXTEND FLASH'G 1/2"± BEYOND OUTSIDE EDGE OF WINDOW 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 (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHT ALL RIGHTS RESERVED
FISCHER HOMES, Inc. HOME TYPE: PLAN NO. EXTERIOR: ----3/1/2010 4:24 PM BLW-039 MARKET HOME 13295 CARMICHAEL LANE STANTON F765 ARTS & CRAFTS BELLEWOOD CARMEL, IN 039 --------2005 859-344-7006
02-26-2010 CHRIS VOELKER MASTERPIECE COLLECTION D2.1
SCALE: 3/4" = 1'-0" INTERIOR TRIM WINDOW PACKAGE 4 04 -MDF SILL w/SKIRT CASING /FRAME CASING /MDF RETURNS SCALE: 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 1x4 MDF SILL -3" EXTENSION (SIDE) -PAINT TRIM COLOR 234" BEADED CASING -SURFACE MOUNT -PAINT TRIM COLOR 12" REVEAL 1x4 MDF SILL
-1" EXTENSION (SIDE) -PAINT TRIM COLOR POLY SILL -12" OVERHANG DRYWALL JAMB & HEAD RETURN 8"± DRYWALL FINISH DIM. DRYWALL JAMB & HEAD RETURN DRYWALL JAMB & HEAD RETURN -PAINT TRIM COLOR
1" 2"± 312" 812"± DRYWALL FINISH DIM. 212"± 312" 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" 1 1 2" 2" 11 2" 2"11 2" 2" 214" COLONIAL SILL/SKIRT CASING -12" ANGLE CUT (13°) -SURFACE MOUNT -PAINT TRIM COLOR 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. 1" 11 2" 2" 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 8"± DRYWALL FINISH DIM. 1" 11 2" 2" 8"± DRYWALL FINISH DIM. 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 214" COLONIAL SILL/SKIRT CASING -12" ANGLE CUT (13°) -SURFACE MOUNT -PAINT TRIM COLOR 8"± DRYWALL FINISH DIM. 312" 11 2"
2" 312" 11 2" 2" 2"± 8"± DRYWALL FINISH DIM. 2"± 8"± DRYWALL FINISH DIM. 1x4 MDF SILL -3" EXTENSION (SIDE) -PAINT TRIM COLOR 234" BEADED CASING -SURFACE MOUNT -PAINT TRIM COLOR 12" 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
234" BEADED CASING -SURFACE MOUNT -PAINT TRIM COLOR 12" REVEAL DRYWALL JAMB & HEAD RETURN -PAINT TRIM COLOR 214" COLONIAL SILL/SKIRT CASING -12" ANGLE CUT (13°) -SURFACE MOUNT -PAINT
TRIM COLOR 312" 11 2" 2" 312" 11 2" 2" 812"± DRYWALL FINISH DIM. 212"± 812"± DRYWALL FINISH DIM. 212"± 12" REVEAL 214" COLONIAL SILL/SKIRT CASING -12" ANGLE CUT (13°) -SURFACE MOUNT
-PAINT TRIM COLOR 234" BEADED CASING -SURFACE MOUNT -PAINT TRIM COLOR 1x4 MDF SILL -3" EXTENSION (SIDE) -PAINT TRIM COLOR 1x MDF JAMB & HEAD RETURN -PAINT TRIM COLOR 12" REVEAL 214"
COLONIAL SILL/SKIRT CASING -12" ANGLE CUT (13°) -SURFACE MOUNT -PAINT TRIM COLOR 234" BEADED CASING -SURFACE MOUNT -PAINT TRIM COLOR 1x4 MDF SILL -3" EXTENSION (SIDE) -PAINT TRIM COLOR
1x MDF JAMB & HEAD RETURN -PAINT TRIM COLOR 12" REVEAL 214" COLONIAL SILL/SKIRT CASING -12" ANGLE CUT (13°) -SURFACE SURFACE MOUNT -PAINT TRIM COLOR 234" BEADED CASING -SURFACE MOUNT
-PAINT TRIM COLOR 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 (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc. HOME TYPE: PLAN NO. EXTERIOR: ----3/1/2010 4:24 PM BLW-039 MARKET HOME 13295
CARMICHAEL LANE STANTON F765 ARTS & CRAFTS BELLEWOOD CARMEL, IN 039 --------2005 859-344-7006 02-26-2010 CHRIS VOELKER MASTERPIECE COLLECTION D3.0
114" 312" 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 3" = 1'-0" 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" 14" 312" 14" 1x4 MDF SILL -PAINT TRIM COLOR 1x MDF RETURN -PAINT TRIM COLOR 1x4 MDF SILL -PAINT
TRIM COLOR LINE OF 214" COLONIAL SILL/SKIRT CASING BELOW 1x MDF RETURN -PAINT TRIM COLOR 234" BEADED 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 DRYWALL RETURN 1" 1x6 MDF SILL w/2x6 FRAME WALL -REFER TO FLOOR
PLANS FOR LOCATION EXTEND POLY SILL AN ADDITIONAL 2" 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
SILL/SKIRT CASING -12" ANGLE CUT (13°) -SURFACE MOUNT -PAINT TRIM COLOR 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" 234" BEADED CASING -SURFACE MOUNT -PAINT TRIM COLOR EXTEND RETURNS 2" w/2x6 FRAME WALL -REFER TO FLOOR PLANS FOR LOCATION 234" BEADED CASING -SURFACE MOUNT -PAINT TRIM COLOR
234" BEADED 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 LINE OF 214" COLONIAL
SILL/SKIRT CASING BELOW 1x6 MDF SILL w/2x6 FRAME WALL -REFER TO FLOOR PLANS FOR LOCATION EXTEND POLY SILL AN ADDITIONAL 2" w/2x6 FRAME WALL -REFER TO FLOOR PLANS FOR LOCATION 214" BEADED
CASING -SURFACE MOUNT -PAINT TRIM COLOR EXTEND RETURNS 2" w/2x6 FRAME WALL -REFER TO FLOOR PLANS FOR LOCATION 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" BEADED 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 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 (317) 348-2500 FIELD SPEC HOTLINE: (859)
344-7100 COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc. HOME TYPE: PLAN NO. EXTERIOR: ----3/1/2010 4:24 PM BLW-039 MARKET HOME 13295 CARMICHAEL LANE STANTON F765 ARTS & CRAFTS BELLEWOOD
CARMEL, IN 039 --------2005 859-344-7006 02-26-2010 CHRIS VOELKER MASTERPIECE 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 (317) 348-2500 FIELD SPEC HOTLINE: (859) 859) 344-7100 COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc. HOME TYPE: PLAN NO. EXTERIOR: ----3/1/2010 4:24 PM BLW-039 MARKET HOME
13295 CARMICHAEL LANE STANTON F765 ARTS & CRAFTS BELLEWOOD CARMEL, IN 039 --------2005 859-344-7006 02-26-2010 CHRIS VOELKER MASTERPIECE 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 (317) 348-2500 FIELD SPEC HOTLINE: (859) 344-7100 COPYRIGHT ALL RIGHTS RESERVED FISCHER
HOMES, Inc. HOME TYPE: PLAN NO. EXTERIOR: ----3/1/2010 4:24 PM BLW-039 MARKET HOME 13295 CARMICHAEL LANE STANTON F765 ARTS & CRAFTS BELLEWOOD CARMEL, IN 039 --------2005 859-344-7006
02-26-2010 CHRIS VOELKER MASTERPIECE COLLECTION D4.1