HomeMy WebLinkAboutA100SHEET No. CONTENTS
A1.0 Exterior Elevations
GN General Notes
A1.1 Exterior Elevation Details
A2.0 Foundation Plan
A2.1 Finished Basement Plan
A2.2 Finished Basement Electrical / Trim Plan
A3.0 First Floor Plan
A3.1 Second Floor Plan
A4.0 First Floor Electrical / Trim Plan
A4.1 Second Floor Electrical / Trim Plan
A6.0 and up Stair Section, Interior Elevations & Details
A7.0 Roof Plan and Heel Cut Details
WB1 Standard Wall Bracing Details
D1.0 and up Standard Elevation Details
D2.0 and up Standard Foundation Details
D3.0 and up Standard Framing Details
D4.0 and up Standard Interior Trim Details
D5.0 and up Standard Deck Plans and Details
FP1 and up Standard Fireplace Sections and Details
WS-_1 and up Standard Wall Sections and Details
SHEET No. CONTENTS
Fischer Homes designs and builds housing as set forth by the format and provisions of the Indiana Residential Code. All construction shall
comply w/ said code as well as local governing codes and /or regulations. Any non-conforming documents discovered by the contractor or his
agents shall be called to the attention of the Architectural Services of Fischer Homes.
2.
Handrails
Handrails shall have a height of 34" (to match pitched guardrail height) measured vertically from the nosing of the tread and shall be
provided at least one side of the stairway of four or more risers. All required handrails shall be continuous the full length of the stairs except
on landings. Two or more separate rails shall be considered continuous if the termination of the rails occurs over a single tread and within 4"
of each other. Ends shall be returned to the wall or shall terminate in newel posts or safety terminals. If transitioning between a wall-mounted
handrail and a guardrail/handrail, the wall mounted rail must return into the wall. The hand grip portion shall have either a circular cross
section with a diameter of 1-1/4" minimum to 2-7/8" maximum. Other handrail shapes that provide an equivalent grasping surface are
permissible. Edges shall have a minimum radius of 1/8 inch. Handrails projecting from a wall shall have a space of not less than 1-1/2"
between the handrail and the wall and/or the bottom railing plate.
Guardrails
Porches, balconies or raised floor surfaces located more than 30" above the floor or grade below shall have guardrails of 36" in height. Open
side of stairs with a total rise of more than 30" above the floor or grade below shall have pitched guardrails of not less than 34" in height
measured vertically from the nosing of the treads. Horizontal spacing between the vertical members in required guardrails shall be less than
four inches at the nearest point between the members.
All dryer vents to be vented to exterior.6.
7.
Building foundations are designed based on an assumed soil bearing capacity of 2000 P.S.F., except for bearing below sonatube piers -
assume 3000 P.S.F. Additional engineering is required if soil bearing capacity is less than 2000 P.S.F.
12.
Concrete anchors shall be 1/2" x 10" hot-dipped galvanized bolts. Bolts are to be embedded in poured-in-place concrete walls and spaced at
48"o/c (maximum), 12" (maximum) from each end of plate section and a minimum of two per plate. Floor plates and sills to be shimmed
level.
Exterior Frame Walls (Standard design, unless otherwise noted on plans): R-15HD Batt Insulation with Kraft face
vapor barrier to warm side.
Garage Common Frame Walls (Standard design, unless otherwise noted on plans): R-15HD Batt Insulation with Kraft
face vapor barrier to warm side.
Exterior Basement Walls and Garage Common Basement Walls (Standard design, unless otherwise noted on plans):
If less than 2'-0" of the foundation wall is exposed - use R-11 PSK fiberglass blanket insulation, 4'-0" deep.A.
If greater than 2'-0" of the foundation wall is exposed - use R-11 PSK fiberglass blanket insulation, full height of wall.B.
Floors at overhangs: R-30 Batt Insulation vapor barrier up - face stapled.
Floors of habitable spaces over unconditioned area: R-30 Batt Insulation vapor barrier to warm side.
Basement Slab on Grade at Frost Footing: R-10 Rigid Insulation, 2'-0" deep, at areas where grade covers 30" or less of
the Foundation Wall above the T/ Basement Slab.
4.
6.
7.
8.
9.
10.
Slab on Grade at Frost Footing: R-10 Rigid Insulation, 4'-0" deep - horizontal, 1'-0" deep - vertical.11.
All electrical installation shall meet the requirement of the 2009 Indiana Electrical Code.
Energy compliance follows the Indiana Residential Code. The following information describes Fischer Homes minimum energy package. Refer
to the actual construction documents for additional state requirements.
1. Ceilings (Standard design, unless otherwise noted on plans): R-49 Blown Wool or Fiberglass Insulation with baffles every truss space.
2. Cathedral Ceilings with Attic Space above:
3. Cathedral Ceilings without Attic Space above:
If Interior Slope is 5/12 or less: 4' long R-38HD Batt Insulation with Kraft face vapor barrier down - face stapled (max. 500 sqft.) and
R-49 Blown Wool or Fiberglass Insulation for the rest of the ceiling.
A.
If Interior Slope is greater than 5/12: 8' long R-38HD Batt Insulation with Kraft face vapor barrier down - face stapled (max. 500 sqft.)
and R-49 Blown Wool or Fiberglass Insulation for the rest of the ceiling.
B.
2x12 Rafters: R-38HD Batt Insulation with Kraft face vapor barrier down - face stapled.A.
2x10 Rafters: R-30HD Batt Insulation with Kraft face vapor barrier down - face stapled.B.
Sawn lumber. Notches in solid lumber joists, rafters and beams shall not exceed one-sixth (d/6) of the depth of the member, shall not be
longer than one-third (d/3) of the depth of the member and shall not be located in the middle one-third of the span. Notches at the ends of
the member shall not exceed one-fourth (d/4) the depth of the member. The tension side of members 4 inches or greater in nominal
thickness shall not be notched except at the ends of the members. The diameter of holes bored or cut into members shall not exceed
one-third (d/3) the depth of the member and shall not be located in the middle one-third of the span. Holes shall not be closer than 2 inches
to the top or bottom of the member, or to any other hole located in the member. Where the member is also notched, the hole shall not be
closer than 2 inches to the notch. - See Table S-1
Exterior Frame Walls at Tubs, Showers and Fireplaces (Standard design, unless otherwise noted on plans): R-15HD Unfaced Batt
Insulation with FSK foil to warm side.
5.
The bottom of all footings shall extend to frost line (32" minimum).4.
From garages, utility buildings and other unheated accessory structures.
10 psf D.L.10 psf D.L.
UP to 6'-1"
MAXIMUM SPAN @ 24" o/c
MAXIMUM RAFTER SPAN TABLE - LIGHT ROOF COVERING
SIZE
RAFTER
ATTACHED
20 psf L.L.
WITH DRYWALL CEILING
MAXIMUM SPAN @ 24" o/c
ATTACHED
20 psf L.L.
UP to 6'-1"2 x 4 - SPF#3
UP to 8'-10"UP to 8'-10"2 x 6 - SPF#3
UP to 16'-2"UP to 16'-2"2 x 8 - SYP#1
UP to 21'-1"UP to 22'-1"2 x 10 - M29
UP to 25'-7"n/a2 x 12 - M29
WITH NO CEILING
2x RAFTER SPACED @ 24" o.c.
RAFTER SPAN
Frame all exterior Door Header Heights* per the exterior door rough opening charts off top of subfloor at all floor materials.A.
2'-8" Single
3'-0" Single
6'-0" Double
DOOR WIDTH BASE ONE 10" SL TWO 10" SL ONE 12" SL TWO 12" SL ONE 14" SL TWO 14" SL
2'-8" Single
3'-0" Single
34 1/2"
38 1/2"
6'-0" Double
75"
50" 61 1/2" 52" 65 1/2" 69 1/2"54"
-
37 1/2"
41 1/2"
- - - - - -- - - - - -- - - - - -
- - - - - -
- - - -
Rough Opening Width Dimensions
Masonry Opening Width Dimensions
6'-8" Height
8'-0" Height
DOOR HEIGHT NO TRANSOM
6'-8" Height
83 1/4"
99 1/4"
87 3/4" - - - - -
Rough Opening Height Dimensions*
Masonry Opening Height Dimensions**
SHOULDER
TRANSOM
HALF ROUND
TRANSOM
24" HIGH
TRANSOM
18" HIGH
TRANSOM
12" HIGH
TRANSOM
NOTE: * Rough Opening heights include a 1x4 Treated Sill Plate, which is added to the threshold of all doors.
** Masonry / Concrete Opening heights are measured from the top of footing. They include a 1x4 treated
Sill Plate, which is added to the threshold of all doors and a 1" weather lip in the concrete slab.
*** Rough Opening heights for doors with leaded glass transoms are 1/4" higher.
95 1/4"***
111 1/4"***
101 1/4"
- - -
107 1/4" 100 3/4"*** 118"***
134"***
5'-0" Patio
6'-0" Patio
- - - - - -- - - - - -
8'-0" Patio
9'-0" Patio
- - - - - -- - - - - -
60 1/2"
72 1/2"
95 5/8"
107 5/8"
6'-8" Patio Ht 80 3/4" - - - -
SGD Height 80" - - - -
92 3/4"
92"
8'-0" Patio Ht 99 1/4" - - - --
5'-0" Patio
6'-0" Patio
- - - - - -- - - - - -
5'-0" SGD
6'-0" SGD
- - - - - -- - - - - -
63 1/2"
75 1/2"
63"
75"
6'-8" Patio Ht 85 3/4" - - - --
SGD Height 84 1/2" - - - --
- -
2'-6" Single 32 1/2" - - - - - -
6'-0" Patio (8ft ht)
9'-0" Patio (8ft ht)
- - - - - -- - - - - -
5'-0" SGD
6'-0" SGD
- - - - - -- - - - - -
76"
113 1/2"
60"
72"
1.
All material and equipment shall bear the label or approval of the Underwriters Laboratories.2.
All mechanical, electrical and plumbing work shall comply with state and national codes, as well as, local governing codes and/or ordinances.3.
All baths to have exhaust fans, min. 50 cfm, vented to exterior.5.
MECHANICAL, PLUMBING & ELECTRICAL NOTES
Brick veneer (where indicated on plans) is to have 22 gage (minimum) corrugated, galvanized steel wall ties at 16" o/c horizontal and 22" o/c
vertical (7 courses). Each wall tie to support a maximum of 2 2/3 sq. ft. of brick. Provide continuous base flashing with weep holes at 24"
o/c maximum. Additional brick ties shall be provided around all wall openings greater than 16" in either direction. Brick ties around the
perimeter of openings shall be spaced not more than 3 feet o/c and placed within 12 inches of the wall opening.
18.
CONDITION
5" x 3" x 5/16"
4" x 3" x 1/4"
4" x 3" x 1/4"
NOTE: FOR ALL ANGLES & BENT PLATES, LONG LEG IS VERTICAL.
16'-3" - 18'-2"
8'-3" - 16'-2"
6'-1" - 8'-2"
2'-6" - 6'-0"
0" - 32" 6"
9" - 97"
0" - 8"
6"
6"
0" - 24"
25" - 49"
ALL
6"
6"
4"
BEARINGANGLE SIZE CLEAR SPAN BRICK HEIGHT ANGLE LENGTHS RESOURCE
9'-3" - 17'-2"
7'-1" - 9'-2"
3'-2" - 6'-8"
17'-3" - 19'-2"
7'-1" - 9'-2"
5" x 3" x 5/16"
9'-3" - 17'-2"
REFER TO PLANS FOR SIZE > 32" 6" TWO STORY BRICK CONDITION
9" x 3" x 5/16" BENT PLATE
9" x 3" x 5/16" BENT PLATE
ANGLE 2-6-Q, 3-0-Q, 3-6-Q, 3-8-Q, 4-0-Q, 4-6-Q,
4-8-Q, 5-0-Q, 5-6-Q, 5-8-Q, 6-0-Q, 6-6-Q, 6-8-Q
ANGLE 7-0 L4-Q, 7-6 L4-Q, 8-0 L4-Q, 8-6
L4-Q, 9-0 L4-Q
ANGLE 7-0 L5-Q, 7-6 L5-Q, 8-0 L5-Q, 8-6
L5-Q, 9-0 L5-Q
ANGLE 9-6 L5-Q, 10-0 L5-Q, 10-6 L5-Q, 11-0 L5-Q,
11-6 L5-Q, 12-0 L5-Q, 12-6 L-5-Q, 13-0 L5-Q, 13-6
L5-Q, 14-0 L5-Q, 14-6 L5-Q, 15-0 L5-Q, 15-6 L5-Q,
16-0 L5-Q, 16-6 L5-Q, 17-0 L5-Q
ANGLE 9-6 L10-Q, 10-0 L10-Q, 10-6 L10-Q, 11-0
L10-Q, 11-6 L10-Q, 12-0 L10-Q, 12-6 L10-Q, 13-0
L10-Q, 3-6 L10-Q, 14-0 L10-Q, 14-6 L10-Q, 15-0
L10-Q, 15-6 L10-Q, 16-0 L10-Q, 16-6 L10-Q, 17-0
L10-Q
ANGLE 17-6 L10-Q, 18-0 L10-Q, 18-6 L10-Q,
19-0 L10-Q
30# LOADING
Drilling and notching of top plate: When piping or ductwork is placed in or partly in an exterior wall or interior load-bearing wall,
necessitating cutting, drilling or notching of the top plate by more than 50 percent of its width, the plate shall be reinforced with a 24 gauge
steel wall angle spanning the distance between the adjacent studs.
Exception: When the entire side of the wall with the notch or cut is covered by wood structural panel sheathing.
10.
Interior perimeter foundation drain shall be installed with 3" drain tile at 6'-0" o/c through concrete footing.6.
Contractor shall install poly sill sealer between all sill plates and top of foundation wall of all living areas.1.
Contractors shall glue and seal plates at floor, window, and door perimeter/door thresholds during construction.2.
All sheathing penetrations during construction shall be patched and repaired according to manufacturer's specifications.3.
AIR INFILTRATION NOTES
The exterior landing at the required egress doorway (front door) shall not be more than 8-1/4" below the top of the threshold, provided
that the door, other than an exterior storm or screen door, does not swing over the landing.
1.
2.
3. A landing is not required at the top of an interior flight of stairs, including stairs in an enclosed garage, provided a door does not swing
over the stairs.
A top landing is not required for the stairway located on the exterior side of the door, provided that the threshold of the door is not more
than 30 inches above the adjacent grade and the door does not swing over the stairway.
12. Lighting Equipment: A minimum of 90 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps.
A drip edge shall be provided at eaves and gables of shingle roofs. Adjacent pieces of drip edge shall be overlapped a minimum of 2 inches.
Drip edges shall extend a minimum of 1/4 inch below the roof sheathingand extend up the roof deck a minimum of 2 inches. Drip edges shall
be mechanically fastened to the roof deck at a maximum of 12 inches o.c. with fasteners as specified in Section R905.2.5. Underlayment shall
be installed over the drip edge along eaves and under the underlayment on gables. Unless specified differently by the shingle manufacturer,
shingles are permitted to be flush with the drip edge.
20.
GENERAL NOTES
Rough Opening Sizes for Interior Door and Room Openings: (Unless otherwise noted on plans)1.
Frame all interior 6'-8" Non Load-Bearing Door and Bi-Pass Door Header Heights at 83 1/4" off subfloor at hardwood, ceramic and
carpet materials.
A.
Frame all interior 6'-8" Non Load-Bearing Door and Bi-Pass Door Header Heights at 82 3/4" off subfloor at vinyl materials.B.
Frame all interior 6'-8" Load-Bearing Door Header Heights at 82 3/4" off subfloor at all floor materials.C.
Frame all interior 8'-0" Non Load-Bearing Door and Bi-Pass Door Header Heights at 99 1/4" off subfloor at hardwood, ceramic and
carpet materials.
D.
Frame all interior 8'-0" Non Load-Bearing Door and Bi-Pass Door Header Heights at 98 3/4" off subfloor at vinyl materials.E.
Frame all interior 8'-0" Load-Bearing Door Header Heights at 98 3/4" off subfloor at all floor materials.F.
Rough Opening Sizes for Exterior Door Openings: (Unless otherwise noted on plans)2.
Rough Opening Sizes for Vinyl and Vinyl-Clad Windows: (Unless otherwise noted on plans)1.
Rough Openings are noted on the exterior Elevations and Floor Plans as the window description.
For Example:
- a window described as a 3056 has a rough opening of 3'-0" x 5'-6"
- a window described as a 4440 has a rough opening of 4'-4" x 4'-0"
A.
Refer to Sheets A3.0 and A3.1 for Window Header Heights.B.
Egress Sizes for Vinyl Windows: 4050, 4440, 5040, 6040 slider windows and larger, 3052, 3056, 3450 single hung windows and larger
meet egress requirements.
2.
C.
The attached plans and specifications are the sole property of Fischer Management Incorporated. Fischer Homes expressly reserves it's
copyright and other property rights in these plans and drawings. These plans and drawings are not to be reproduced or copied in any form or
manner. Any unauthorized use of these plans without the written consent of Fischer Homes is prohibited.
1.
These plans are not to be scaled for construction purposes. Dimension lines and notes supersede all scale reference.3.
These plans are subject to modification as necessary to meet code requirements and/or to facilitate mechanical / electrical / plumbing
installation and/or to incorporate design improvements. Any intention to modify these plans must be approved in writing by the Director of
Architecture.
4.
The contractor shall verify all dimensions and information in these contract documents. The contractor shall survey the project and become
familiar with existing conditions, and scope of work including but not limited to building, site and soil bearing conditions. If scope of work and
construction documents are in conflict, the contractor shall immediately contact the appropriate superintendent for direction and/or
clarification.
5.
Any errors, omissions, or inconsistencies in these contract documents and the actual site or construction conditions shall be brought to the
attention of Fischer Homes Architectural Services.
6.
Floor and floor framing plan dimensions are to outside face of wood framing. Exterior walls are 3-1/2 inches thick unless noted otherwise.7.
Glazed areas in hazardous locations shall be tempered:19.
Hazardous locations. The following shall be considered specific hazardous locations for the purposes of glazing:
There shall be a floor or a minimum 3 foot by 3 foot landing on each side of each exterior door.
Exceptions:
18.
Wood burning fireplace chimneys shall extend at least two feet higher than any portion of the building within ten feet, but shall not be less
than three feet above the point where the chimney passes through the roof.
10.
The garage shall be separated from the residence and its attic area by not less than 1/2-inch gypsum board applied to the garage side.
Garages beneath habitable rooms shall be separated from all habitable rooms above by not less than 5/8-inch Type X gypsum board or
equivalent. Where the separation is a floor-ceiling assembly, the structure supporting the separation shall also be protected by not less than
1/2-inch gypsum board or equivalent.
- Refer to Floor Plans for specific information.
11.
Maintain 2" clearance between chimney and combustibles. Fireblocking must be done at all floor and ceiling lines with approved
non-combustible material securely fastened in place.
12.
Fire blocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier
between stories, and between a top story and the roof space. Fire blocking shall be provided in wood-frame construction in the following
locations:
13.
In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs; as follows:1.
Vertically at the ceiling and floor levels.1.1
Horizontally at intervals not exceeding 10 feet.1.2
At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings.2.
In concealed spaces between stair stringers at the top and bottom of the run. Enclosed accessible space under stairs shall have walls,
under stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board.
3.
At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of
flame and products of combustion.
4.
Chimneys and fireplaces.5.
Openings between garage and residence shall be equipped with 20 minute fire rated insulated hollow metal doors, 2'-6"min door width.14.
Prefabricated Fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing.15.
Provide an attic access framed opening of 22" x 30" minimum to any attic area that exceeds 30 square feet and has a vertical height of 30
inches or greater. The vertical height shall be measured from the top of the ceiling framing members to the underside of the roof framing
members.
16.
1.
Concrete work shall have the following specified compressive strength at 28 days PSI.2.
All concrete footing and column pads: A.
Basement slabs and interior slabs on grade, except garage slabs: B.
All basement walls, foundation walls, exterior walls and other vertical concrete work exposed
to weather:
C.
All garage floor slabs: D.
All exterior flatwork and steps: E.
* Exterior concrete flatwork subject to freezing and thawing shall be required to be air entrained.
Total air content shall not be less than 5% or more than 7%.
4000 PSI *
3500 PSI *
3000 PSI *
3000 PSI *
2500 PSI
Perimeter insulation on grade slab condition (walk-out condition only) shall be 24"d. rigid (R = 10.0) and to be installed by the concrete
subcontractor. Refer to construction documents for any additional county/city requirements.
5.
Sump Pump to be installed as required and located at builder's discretion.9.
Concrete formwork to be adequately tied and braced. Forms are not to be stripped nor backfill placed against the wall until the wall has
sufficient strength or has been braced to prevent damage by the backfill.
10.
Exterior foundation walls of concrete construction enclosing basements shall be dampproofed by applying a coat of approved bituminous
material to the wall from the footing to the finish grade at the recommended rate. In areas where a high water table or other severe
soil-water conditions are known to exist, exterior foundation walls enclosing habitable or storage space shall be waterproofed.
- Refer to Foundation Plan for specific dampproofing / waterproofing requirements.
11.
A 6 mil polyethylene or approved vapor barrier with joints lapped not less than 6 inches shall be placed between the concrete floor slab and
the base course or the prepared subgrade where no base course exists.
Exception: The vapor barrier may be omitted:
13.
A.
From driveways, walks, patios and other flatwork not likely to be enclosed and heated at a later date.B.
Where approved by the Building Official, based on local site conditionsC.
The minimum grade and allowable stresses for structural members are:
A. Repetitive member uses:
Studs = SPF stud grade or better
Headers, and Beams = M29 Machine Graded or equivalent: Douglas Fir Larch (SS), M23 Machine Graded, SYP (Dense SS),
I-Joist = LPI series 20Plus and 42Plus Boise Versa-Lam LVL Beam
Rafters (2x4 and 2x6) = SPF #3
Rafters (2x8) = SYP #1
Rafters (2x10 and larger) = M29 Machine Graded or equivalent: Douglas Fir-Larch (SS), M23 Machine Graded,
SYP (Dense SS), Boise Versa-Lam LVL Beam
B. Microlam LVL's(min values): Fb = 2600 Fv = 285 E = 1.9 x 10 Fc = 750
C. Steel Beams: Yield stress values of Fy = 50 ksi
3.
Design Live Loads are:4.
Dwelling units (except sleeping rooms) 40 lbs/sf (10 lbs/sf - Dead Load)
Sleeping rooms 30 lbs/sf (10 lbs/sf - Dead Load)
Stairs 40 lbs/sf
Roof Snow Load 20 lbs/sf (min.) - Roof Pitch > 3 in 12
Truss Design Load:
Live Design Load 20 lbs/sf
Dead Design Load
Total Design Load 37 lbs/sf
Trusses shall be connected to wall plates by the use of approved connectors and shall be installed in accordance with the manufacturer's
specifications:
(1) Simpson Strong Tie (H2.5A):
510 lbs/connector
Combination or multiple usage of elements may be used to meet the minimum uplift requirements.
Rafters w/ Slopes Greater Than 3:12 with no
Finished Ceiling Attached to Rafters L/180
Interior Walls and Partitions H/180
Floors L/360
Exterior walls - wind loads with brittle finishes H/240
Exterior walls - wind loads with flexible finishes H/180 - exterior walls with interior gypsum board finish
All Other Structural Members L/240
The following Floor System is offered:8.
Conventionally Framed Roof Rafters (The following are standard unless otherwise noted):5.
Use 2x12 rafters @ all insulated spacesA.
All rafters to be spaced at 24" o/c unless noted otherwise on construction documentsB.
All rafter slopes to be greater than 3:12C.
6.
All wood beams with steel flitch plates are to be bolted together with 1/2" Ø bolts at 12 inches o/c, staggered top and bottom with two bolts at
each end unless otherwise noted.
7.
Drilling and notching - studs: Any stud in an exterior wall or bearing partition may be cut or notched to a depth not exceeding 25 percent
of its width. Studs in nonbearing partitions may be notched to a depth not to exceed 40 percent of a single stud width. Any stud may be bored
or drilled, provided that the diameter of the resulting hole is no greater than 40 percent of the stud width, the edge of the hole is no closer
than 5/8-inch to the edge of the stud, and the hole is not located in the same section as a cut or notch. - See Table S-1
Exception:
9.
A stud may be bored to a diameter not exceeding 60 percent of its width, provided that such studs located in exterior walls or bearing
partitions are doubled and that not more than two successive doubled studs are bored.
1.
Approved stud shoes may be used when installed in accordance with the manufacturer's recommedation.2.
11.
No holes or notches are allowed in beams without written approval of Fischer Homes Architectural Services.12.
All trusses are stamped and certified by a registered engineer and shall meet TPI manufacturer minimum requirements. Truss bracing shall be
installed per manufacturer's specifications.
13.
No cutting, notching or modifications shall be made to any trusses without the approval of Fischer Homes Architectural Services.14.
All wood columns to be anchored to concrete with corrosion resistant engineered composite plastic stand-off. For column bases, use Simpson
CPS6, composite plastic post base (or equal) nailed to pressure treated column. Standoffs anchored to porch slab with 1/2" diameter anchor
or expansion bolt embedded into concrete and extended into wood post.
15.
All interior lumber in contact with concrete shall be borate treated and shall use galvanized connectors.
All exterior lumber (lumber exposed to weather) shall be ACQ (Alkaline Copper Quat) treated and shall use "ZMAX" coated connectors.
16.
Steel lintels supporting masonry veneer are as follows:17.
Basement floor slabs shall be minimum 3-1/2 inches thick concrete with control joints spaced at intervals not more than 30'-0" in each
direction. Control joints align with beam and column center lines.
3.
1.
Guardrails and Handrails (Concentrated load) 200 lbs
Low-'E' glazing specifications: 4.
1st & 2nd Floor Windows 0.31
Basement Slider Windows
Basement Hopper Windows
U-factor = 0.28SHGC =
0.32 U-factor = SHGC =
0.31 U-factor = SHGC =
0.42
0.37
Lot shall be provided with adequate positive drainage away from foundation walls. The grade away from foundation walls shall fall a minimum
of 6 inches within the first 10 feet.
Frame Bi-Pass Door widths to dimensions labled.G.
Frame interior Single Swing Door and Double Swing Door widths to 2" wider than door size.H.
Frame interior Double Swing Door w/ T-Astragal widths to 3" wider than total door size.I.
Stairways17.
Interior stairways shall have a minimum 6'-8" (finish to finish) headroom, 8-1/4" maximum riser height and 9" minimum tread length. The
minimum clear width of a stairway shall be 36". Refer to plans for exact dimensions. Open risers shall be permitted, provided that the opening
between treads does not permit the passage of a 4" diameter sphere.
Handrails
Egress Sizes for Vinyl-Clad Windows: 4040, 5030, 6030 slider windows and larger, 2856, 3049, 3449 double hung windows and larger
meet egress requirements.
3.
Vinyl Windows
0.32 U-factor = 0.29SHGC =
n/a U-factor = SHGC =
n/a U-factor = SHGC =
n/a
n/a
Vinyl-Clad Windows
6
Drilling and notching at joists and rafters: Structural floor members shall not be cut, bored or notched in excess of the limitations
specified in this section.
Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members or
I-joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are specifically
considered in the design of the member by a registered design professional.
All exterior walls shall be sheathed with Thermo-Sheath exterior sheathing (blue) or DRYline TSX (blue). For Thermo-Sheath, refer to DrJ
evaluation report TER No. 1310-03. For DRYline TSX, refer to DrJ evaluation report TER No. 1407-07. Both sheathings provide a water-resistive
barrier complying with Section R703.2, provided horizontal and vertical joints are weather-lapped at least 3/4-inch. Sheathing shall be anchored
to studs at all (4) sides using 16 gauge 1" crown x 1-1/4" leg staples. Staples should be spaced at 3" o/c at all panel edges and 3" o/c at
intermediate supports. 'Simpson' TWB12 or 'Simpson' TWB14 metal let-in bracing shall be installed per construction documents. Bracing shall
be let into the top and bottom plates and the intervening studs, placed at 45° from the horizontal and attached to the framing in conformance
with the manufacturer's specifications.
2.
Tongue and groove OSB (Oriented Strand Board), glued and nailed per APA rated STURDI-FLOOR specifications. Refer to Purchase Order
regarding thickness of OSB.
Concrete anchors used with C.M.U. or poured-in-place concrete walls shall be code approved Simpson Strong-Tie 1/2" x 6" Titen Threaded Anchor Bolts (or
equal) embedded 4 1/2-inches into C.M.U. walls spaced at 48"o/c maximum, 12" maximum from corners and within 12" from the ends of each plate section.
8.
FOUNDATION & FOOTING NOTES STRUCTURAL NOTES - Cont'd. DOORS & ROOM OPENINGS
WINDOWS
INSULATION / ENERGY NOTES
SHEET INDEX
STRUCTURAL NOTES
Frame all interior doors with 12-inch transoms by adding 12" to height specified by flooring material.J.
All specialty window rough openings will be noted on the Architectural Floor Plans.
40%wActual Nominal d/6 d/4 d/3 25%w 60%w
Table S-1
1 3/8"3 1/2" 4" 5/8" 7/8" 1 1/8" 7/8" 2 1/8"
2 1/4"5 1/2" 6" 7/8" 1 3/8" 1 7/8" 1 3/8" 3 1/4"
2 7/8"7 1/4" 8" 1 1/4" 1 7/8" 2 3/8" 1 3/8" 4 3/8"
9 1/4"10" 1 1/2" 2 3/8" 3 1/8"
11 1/4" 12" 1 7/8" 2 7/8" 3 3/4"
Non-BEARING
STUDSJOISTS and RAFTERS BEARING STUDS
ALLOWABLE NOTCH AND BORED HOLE DIMENSIONS
L
dL/3 L/3
d/3
(MAX.)d/6(MAX.)NO NOTCHES
PERMITTED
d/3
(MAX.)
d/6 (MAX.)
FOR MEMBERS
LESS THAN 4"
NOMINAL DIM.d d/4(MAX.)d/3(MAX.)d2" (MIN.) FROM TOP
AND BOTTOM OF JOIST
Balconies (Exterior) and Decks 40 lbs/sf
Refer to Sheets A3.0 and A3.1 for Room Opening Header Heights.K.
Interior partitions shall be 2x4 stud construction with 1/2" gypsum board, unless otherwise noted. Load - Bearing walls shall have stud
placement 16", 19.2", 24" o/c (see floor plans) and double top plates. Non Load - Bearing partitions shall be 24" o/c maximum - except for all
tub shower walls and kitchen walls where upper cabinets are located shall be constructed at 16" o/c. Moisture resistant gypsum board shall be
provided at all tub/shower areas and concrete backer board at all full height shower bath areas with smooth, hard and non-absorbent, or
otherwise noted on floor plans, finishes. Ceramic tile within the immediate shower and bath areas shall extend 6'-0" above finish floor.
Balconies (Exterior) and Decks 40 lbs/sf
17 lbs/sf (7 lbs/sf - Top, 10 lbs/sf - Bottom*)
* Required insulation depth is greater than the joist or truss bottom chord depth.
Ultimate Design Wind Speed @ 115 mph, exposure B 16.5 lbs/sf
Windows as emergency egress (sleeping areas) shall be minimum net clear opening of 5.7 square feet. The minimum net clear opening height
dimensions shall be not less than 24 inches and the minimum net clear opening width shall be not less than 20 inches. The sill height shall
not be more than 44 inches measured from the finished floor to the bottom of the clear opening. Emergency egress openings shall be
operational from the inside of the room without the use of keys, tools or special knowledge. Exception: Grade floor windows may have a
minimum net clear opening of 5.0 square feet.
8.
Glazing in all fixed and operable panels of swinging, sliding and bifold doors.
Exceptions:
1. Glazed openings of a size through which a 3 inch diameter sphere is unable to pass.
2. Decorative glazing.
1.
Glazing in an individual fixed or operable panel adjacent to a door where the bottom exposed edge of the glazing is less than 60 inches
above the floor or walking surface and is either within 24 inches of either side of the door in the plane of the door in a closed position or
where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of he hinge side of an
in-swinging door.
Exceptions:
1. Decorative glazing.
2. When there is an intervening wall or other permanent barrier between the door and the glazing.
3. Glazing in walls on the latch side of and perpendicular to the plane of the door in a closed position.
4. Where access through the door is to a closet or storage area 3 feet or less in depth. Glazing in this application shall comply with
Section R308.4.3 (Number 3 in this list).
5. Glazing that is adjacent to the fixed panel of patio doors.
2.
Glazing in an individual fixed or operable panel that meets all of the following conditions:
1. The exposed area of an individual pane greater than 9 square feet;
2. The bottom edge of the glazing less than 18 inches above the floor;
3. The top edge of the glazing is more than 36 inches above the floor; and
4. One or more walking surfaces are within 36 inches, measured horizontally and in a straight line, of the glazing.
Exceptions:
1. Decorative glazing.
2. When a horizontal rail is installed on the accessible side(s) of the glazing 34 to 38 inches above the walking surface. The rail shall be
capable of withstanding a horizontal load of 50 pounds per linear foot without contacting the glass and be a minimum of 1-1/2 inches in
cross sectional height.
3. Outboard panes in insulating glass units and other multiple glazed panels when the bottom edge of the glass is 25 feet or more above
grade, a roof, walking surfaces or other horizontal surface adjacent to the glass exterior.
3.
Glazing in guards and railings, including structural baluster panels and nonstructural in-fill panels, regardless of area or height above a
walking surface.
4.
Glazing in walls, enclosures or fences containing or facing hot tubs, spas, whirlpools, saunas, steam rooms, bathtubs, showers and indoor
or outdoor swimming pools where the bottom exposed edge of the glazing is less than 60 inches measured vertically above any standing
or walking surface. This shall apply to single glazing and all panes in multiple glazing.
Exception:
Glazing that is more than 60 inches, measured horizontally and in a straight line, from the water's edge of a bathtub, hot tub, spa,
whirlpool or swimming pool or from the edge of a shower, sauna, or steam room.
5.
Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent walking surface of stairways,
landings between flights of stairs and ramps.
Exceptions:
1. When a rail is installed on the accessible side(s) of the glazing 34 to 38 inches above the walking surface. The rail shall be
capable of withstanding a horizontal load of 50 pounds per linear foot without contacting the glass and be a minimum of 1-1/2 inches in
cross sectional height.
2. Glazing 36 inches or more measured horizontally from the walking surface.
6.
Glazing adjacent to the landing at the bottom of a stairway where the glazing is less than 36 inches above the landing and within a 60
inch horizontal arc less than 180 degrees from the bottom tread nosing.
Exception:
The glazing is protected by a guard complying with Section R312 and the plane of the glass is more than 18 inches from the guard.
7.
12"
12"d"-3"22" 3"d"-3"2d"12" 2"
6"℄℄ ℄
℄ ℄ ℄℄ ℄ All multiple 2x headers and beams to be fastened together at top and bottom into each adjacent member with minimum (2) rows of 16d nails
@ 12 inches o/c, staggered, unless noted otherwise. Refer to chart for multiple LVL header and beam fastening, unless noted otherwise.
Width # Plys Depth
2 2
2 14" - 18" 3
2 Up to 24" 4
MULTIPLE-PLY LVL HEADER and BEAM FASTENING
Nail
Rows
Nail
Spacing
7 1 4" - 11 78" 31 2"
312"
31 2"
Width# Plys Depth
3 2
3 14" - 18" 3
3 Up to 24" 4
Nail
Rows Nail Spacing
714" - 1178"514"
514"
5 14"
12" o/cstaggered
12" o/cstaggered
12" o/cstaggered
12" o/cstaggered, both sides
12" o/cstaggered, both sides
12" o/cstaggered, both sides
(1) MiTek (RT7A):
495 lbs/connector
1-28-2021
9. All required smoke alarms shall be installed in each separate sleeping room, outside of each separate sleeping area in the immediate vicinity
of the bedrooms and on each additional story of the dwelling, including basements, but not including crawl spaces and uninhabitable attics. In
dwellings or dwelling units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper
level shall suffice for the adjacent lower level, provided that the lower level is less than one full story below the upper level, then a smoke
alarm is required on each level. Smoke alarms shall be installed not less than 3 feet horizontally from the door or opening of a bathroom that
contains a bathtub or shower unless this would prevent placement of a required smoke alarm. All required smoke alarms shall be
interconnected in such a manner that the actuation of one alarm will actuate all alarms in the individual unit and shall provide an alarm which
will be audible in all sleeping areas over background noise levels with all intervening doors closed. All required smoke alarms shall receive
their primary power from the building wiring, and when primary power is interrupted, shall receive power from a battery. An approved
combination smoke alarm and carbon monoxide alarm shall be installed outside of each separate sleeping area in the immediate vicinity of the
bedrooms in dwelling units within which fuel-fired appliances are installed and in dwelling units that have attached garages. When a
fuel-burning appliance is located within a bedroom or its attached bathroom, a combination smoke alarm and carbon monoxide alarm shall be
installed within the bedroom. Where more than one carbon monoxide alarm is required, the devices shall be interconnected in such a manner
that the actuation of one alarm will actuate all alarms. All smoke alarms shall be listed and labeled in accordance with UL 217, all combination
smoke and carbon monoxide alarms shall be listed and labeled in accordance with UL 217 and UL 2034, and all shall be installed in accordance
with the manufacturer's instructions.
4 - 8d box (2 1/2" x 0.113") or
3 - 8d common (2 1/2" x 0.131")
Joist to Sill, Top Plate
or Girder, toe nail
Table 602.3(1) - FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
16d common (3 1/2" x 0.162") Sole Plate to Joist or
Blocking, face nail
16" o.c.
3 - 16d box (3 1/2" x 0.135") Sole Plate to Joist or
Blocking at Braced Wall
Panels, face nail
3 - 16d box (3 1/2" x 0.135") or
2 - 16d common (3 1/2" x 0.162")
Top or Sole Plate to
Stud, end nail
4 - 8d box (2 1/2" x 0.113") or
3 - 16d box (3 1/2" x 0.135")
Stud to Sole Plate,
toe nail
10d box (3" x 0.128") or
16d common (3 1/2" x 0.162")
Double Studs, face nail
Double Top Plates,
face nail
8d box (2 1/2" x 0.113") or
8d common (2 1/2" x 0.131")
Rim Joist to Sill or Top
Plate, toe nail
3 - 10d box (3" x 0.128") or
2 - 16d common (3 1/2" x 0.162")
Top Plates, Laps at
Corners and
Intersections, face nail
16d common (3 1/2" x 0.162") or
16d box (3 1/2" x 0.135")
Built-up Header, each
edge face nail
Continuous Header to
Stud, toe nail
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 0.447 m/s; 1 ksi = 6.895 MPa.
SPACING of
FASTENERS
NUMBER and TYPE of
FASTENER
DESCRIPTION of
BUILDING ELEMENTS a,b,c
16" o.c.
16" o.c.
24" o.c.
12" o.c.
16" o.c.
8 - 16d common (3 1/2" x 0.162") Double Top Plates, min.
24-inch Offset of End
Joists, face nail in
lapped area
4" o.c.
6" o.c.
16" o.c.
12" o.c.
5 - 8d box (2 1/2" x 0.113") or
4 - 8d common (2 1/2" x 0.131")
3 - 16d box (3 1/2" x 0.135") or
3 - 10d common (3" x 0.148")
Rafter to Plate, toe nail
2 on one side, 1 on opposite
16d common (3 1/2" x 0.162") Corner Studs, face nail 16" o.c.
10d box (3" x 0.128")
and
3 - 10d box (3" x 0.128")
Built-up Girders and
Beams, 2-inch lumber
layers
Nail each
layer: 24" o.c.
at top &
bottom,
staggered on
opposite
sides. Face
nail at ends &
at each splice.
4 - 16d (3 1/2" x 0.135") or
3 - 10d common (3" x 0.148")
3 - 16d box (3 1/2" x 0.135") or
2 - 16d common (3 1/2" x 0.162")
Roof Rafters to Ridge,
Valley or Hip Rafters:
toe nail
end nail
4 - 10d box (3" x 0.128") or
3 - 10d common (3" x 0.148")
Collar Tie to Rafter,
face nail (or)
1 1/4" x 20 ga. ridge
strap to rafter
4 - 8d box (2 1/2" x 0.113") or
3 - 8d common (2 1/2" x 0.131")
Blocking between Joists
or Rafters to Top Plate,
toe nail
a. Nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections shall have minimum average
bending yield strengths as shown: 80 ksi for shank diameter of 0.192 inch (20d common nail), 90 ksi for shank diameters larger than 0.142 inch but not larger than
0.177 inch, and 100 ksi for shank diameters of 0.142 inch or less.
b. Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width.
c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater.
d. Four-foot-by-8-foot or 4-foot-by-9-foot panels shall be applied vertically.
e. Spacing of fasteners not included in this table shall be based on Table R602.3(2).
f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 inches of roof edges and ridges, nails shall be
spaced at 6 inches on center where the ultimate design wind speed is less than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed
is 130 mph or greater but less than 140mph.
g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to ASTM C 208.
h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at floor perimeters only. Spacing
of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking. Blocking of roof or floor sheathing panel edges
perpendicular to the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be supported by framing
members or solid blocking.
SPACING of
FASTENERS
NUMBER and TYPE of
FASTENER
DESCRIPTION of
BUILDING ELEMENTS a,b,c
SPACING of FASTENERS
DESCRIPTION of FASTENER
DESCRIPTION of BUILDING
MATERIALS a,b,c Edges (inches)h Intermediate Supports (inches)c,e
6d common (2" x 0.113") nail (subfloor, wall)
8d common (2 1/2" x 0.131") nail (roof) or
RSRS-01 (2 3/8" x 0.113") nail (roof)
1/2" and less 6 12fSubfloor, Roof & Wall
Sheathing to Framing
Structural Laminated
Sheathing
16 gauge 1" crown x 1 1/4" leg staples.137" 3 3
6d deformed (2" x 0.120") nail or
8d common (2 1/2" x 0.131") nail
3/4" and less 6 12Combination Subfloor
Underlayment to
Framing
8d common (2 1/2" x 0.131") nail or
8d deformed (2 1/2" x 0.120") nail
7/8" and 1"6 12
10d common (3" x 0.148") nail or
8d deformed (2 1/2" x 0.120") nail
1 1/8" - 1 1/4"6 12
10d box (3" x 0.128") or
16d common (3 1/2" x 0.162")
i
i
i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule, provide two toe nails on one side of the rafter and toe nails from the
ceiling joist to top plate in accordance with this schedule. The toe nail on the opposite side of the rafter shall not be required.
j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667.
j
4. GFI outlets are to be located in kitchen, baths, laundry, garages and exterior.
Series
LPI 20Plus
Depth Simple Span
LPI FLOOR SPAN TABLE - L/480, 40 lb LIVE LOAD
11 78" 17'-0"
19'-10"
Continuous Span
LPI 42Plus 11 78"
24" o.c.
21'-2"
24'-11"
12" o.c.
19'-4"
22'-8"
16" o.c.
18'-3"
21'-4"
19.2" o.c.
17'-1"
21'-7"
24" o.c.
23'-1"
27'-1"
12" o.c.
21'-0"
24'-8"
16" o.c.
19'-2"
23'-3"
19.2" o.c.WILLIAML.KAU FH O L Z
A RCHITECTOVERBROOK FARMSREASON FOR PLOT: PLOT DATE:Job No.
Sheet No.IN HOMESITE NO.OFFICE REVIEW:MASTER BY: DATE: C DATE: 3940 OLYMPIC BLVD ERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHT ALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO:DATE: PERMIT: SIGN-OFF: CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:2/25/2021 10:52 AM# OBF011000000VIJAYALAKSHMI CUTTAMANCHI3965 BEAR CREEK WAYCLAY46-430-CLAY FRENCH MANOR WITH BRICKCARMEL, IN10005/2017JP------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:----KIRANKUMAR MANUBOLUSAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLCGN
04/01/21