HomeMy WebLinkAboutA001Fischer 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
Handrails shall have a height of 34" (to match pitched guardrail height) measured vertically from the nosing of the tread and shall be
provided at least one side of the stairway of four or more risers. All required handrails shall be continuous the full length of the stairs except
on landings. Two or more separate rails shall be considered continuous if the termination of the rails occurs over a single tread and within 4"
of each other. Ends shall be returned or shall terminate in newel posts or safety terminals. If transitioning between a wall-mounted handrail
and a guardrail/handrail, the wall mounted rail must return into the wall. The hand grip portion shall have either a circular cross section with a
diameter of 1-1/4" minimum to 2-7/8" maximum. Other handrail shapes that provide an equivalent grasping surface are permissible. Edges
shall have a minimum radius of 1/8 inch. Handrails projecting from a wall shall have a space of not less than 1-1/2" between the handrail and
the wall and/or the bottom railing plate.
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.5.
Windows as emergency egress (sleeping areas) shall be minimum net clear opening of 5.7 square feet. The minimum net clear opening height
dimensions shall be 22 inches and the minimum net clear opening width shall be 20 inches. The sill height shall not be more than 44 inches
above floor. Emergency egress openings shall be operational from the inside of the room without the use of keys, tools or special knowledge.
Exception: Grade floor windows may have a minimum net clear opening of 5.0 square feet.
At least one smoke alarm shall be installed in the following locations: (a) In the living area remote from the kitchen and cooking appliances.
Smoke alarms located within 20 feet horizontally of a cooking appliance must incorporate a temporary silencing feature or be photoelectric
type. (b) In each room designed for sleeping. (c) On the ceiling of the upper level near the top or above each stairway, other than a basement
stairway, in any multistory dwelling. The alarm shall be located so that smoke rising in the stairway cannot be prevented from reaching the
alarm by an intervening door or obstruction. (d) On the basement ceiling near the stairway. All detectors shall be approved and listed and
shall be installed in accordance with the manufacturer's instructions.
9.
8.
7.
Building foundations are designed based on an assumed soil bearing capacity of 2000 P.S.F., except for bearing below sonatube piers -
assume 3000 P.S.F. Additional engineering is required if soil bearing capacity is less than 2000 P.S.F.
12.
Concrete anchors shall be 'Simpson' MASA galvanized mudsill anchors. Anchors 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 (2008 National Electrical Code).
Energy compliance follows the 2009 International Energy Conservation Code (Performance Path.) 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-38 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-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.
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.
40 lbs/sf
60 lbs/sf
17 lbs/sf
12"
12"d"-3"22"3"d"-3"2d"12"2"
6"℄℄℄
℄℄℄℄℄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:20.
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:
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 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.
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 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.
17.
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
Joists = M29 (or equivalent) Machine Graded or Select Structural SYP
Rafters (2x4 and 2x6) = SPF #3
Rafters (2x8) = SYP #1
Rafters (2x10 and larger) = M29 (or equivalent) Machine Graded or Select Structural SYP
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.
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 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):495 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.
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.
Drilling and notching - studs: Any stud in an exterior wall or bearing partition may be cut or notched to a depth not exceeding 25 percent
of its width. Studs in nonbearing partitions may be notched to a depth not to exceed 40 percent of a single stud width. Any stud may be bored
or drilled, provided that the diameter of the resulting hole is no greater than 40 percent of the stud width, the edge of the hole is no closer
than 5/8-inch to the edge of the stud, and the hole is not located in the same section as a cut or notch. - See Table S-1
Exception:
9.
A stud may be bored to a diameter not exceeding 60 percent of its width, provided that such studs located in exterior walls or bearing
partitions are doubled and that not more than two successive doubled studs are bored.
1.
Approved stud shoes may be used when installed in accordance with the manufacturer's recommedation.2.
11.
No holes or notches are allowed in beams without written approval of Fischer Homes Architectural Services.12.
All trusses are stamped and certified by a registered engineer and shall meet TPI manufacturer minimum requirements. Truss bracing shall be
installed per manufacturer's specifications.
13.
No cutting, notching or modifications shall be made to any trusses without the approval of Fischer Homes Architectural Services.14.
All wood columns to be anchored to concrete with corrosion resistant engineered composite plastic stand-off. For column bases, use Simpson
CPS6, composite plastic post base (or equal) nailed to pressure treated column. Standoffs anchored to porch slab with 1/2" diameter anchor
or expansion bolt embedded into concrete and extended into wood post.
15.
All interior lumber in contact with concrete shall be borate treated and shall use galvanized connectors.
All exterior lumber (lumber exposed to weather) shall be ACQ (Alkaline Copper Quat) treated and shall use "ZMAX" coated connectors.
16.
Steel lintels supporting masonry veneer are as follows:17.
Basement floor slabs shall be minimum 3-1/2 inches thick concrete with control joints spaced at intervals not more than 30'-0" in each
direction. Control joints align with beam and column center lines.
3.
1.
Guardrails and Handrails (Concentrated load)200 lbs
Low-'E' glazing specifications:4.
1st & 2nd Floor Windows 0.31
Basement Slider Windows
Basement Hopper Windows
U-factor =0.28SHGC =
0.32U-factor =SHGC =
0.31U-factor =SHGC =
0.42
0.37
Lot shall be provided with adequate positive drainage away from foundation walls. The grade away from foundation walls shall fall a minimum
of 6 inches within the first 10 feet.
Frame Bi-Pass Door widths to dimensions labled.G.
Frame interior Single Swing Door and Double Swing Door widths to 2" wider than door size.H.
Frame interior Double Swing Door w/ T-Astragal widths to 3" wider than total door size.I.
Stairways18.
Interior stairways shall have a minimum 6'-8" (finish to finish) headroom, 8-1/4" maximum riser height and 9" minimum tread length. The
minimum clear width of a stairway shall be 36". Refer to plans for exact dimensions. Open risers shall be permitted, provided that the opening
between treads does not permit the passage of a 4" diameter sphere.
Handrails
Egress Sizes for Vinyl-Clad Windows: 4040, 5030, 6030 slider windows and larger, 2856, 3049, 3449 double hung windows and larger
meet egress requirements.
3.
Vinyl Windows
0.32U-factor =0.29SHGC =
n/aU-factor =SHGC =
n/aU-factor =SHGC =
n/a
n/a
Vinyl-Clad Windows
SHEET No.CONTENTS
A1.0 Exterior Elevations
GN General Notes
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 .135" Thermo-Sheath exterior sheathing (blue). Refer to DrJ evaluation report TER No. 1310-03.
Thermo-Sheath is 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 not more than 55° nor less
than 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
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
A5.0 First Floor Joist Layout
A5.1 Second Floor Joist Layout
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
STRUCTURAL NOTES
Frame all interior doors with 12-inch transoms by adding 12" to height specified by flooring material.J.
All specialty window rough openings will be noted on the Architectural Floor Plans.
40%wActualNominald/6 d/4 d/3 25%w 60%w
Table S-1
1 3/8"3 1/2"4"5/8"7/8"1 1/8"7/8"2 1/8"
2 1/4"5 1/2"6"7/8"1 3/8"1 7/8"1 3/8"3 1/4"
2 7/8"7 1/4"8"1 1/4"1 7/8"2 3/8"1 3/8"4 3/8"
9 1/4"10"1 1/2"2 3/8"3 1/8"
11 1/4"12"1 7/8"2 7/8"3 3/4"
Non-BEARING
STUDSJOISTS and RAFTERS BEARING STUDS
ALLOWABLE NOTCH AND BORED HOLE DIMENSIONS
L
dL/3 L/3
d/3
(MAX.)d/6(MAX.)NO NOTCHES
PERMITTED
d/3
(MAX.)
d/6 (MAX.)
FOR MEMBERS
LESS THAN 4"
NOMINAL DIM.dd/4(MAX.)d/3(MAX.)d2" (MIN.) FROM TOP
AND BOTTOM OF JOIST
Balconies (Exterior) and Decks 40 lbs/sf
Refer to Sheets A3.0 and A3.1 for Room Opening Header Heights.K.
The bottom of all footings shall extend to frost line (32" minimum).4.
From garages, utility buildings and other unheated accessory structures.
Interior partitions shall be 2x4 stud construction with 1/2" gypsum board, unless otherwise noted. Load - Bearing walls shall have stud
placement 16" or 19.2" o/c (see floor plans) and double top plates. Non Load - Bearing partitions shall be 24" o/c maximum - except for all
tub shower walls and kitchen walls where upper cabinets are located shall be constructed at 16" o/c. Moisture resistant gypsum board shall be
provided at all tub/shower areas and concrete backer board at all full height shower bath areas with smooth, hard and non-absorbent, or
otherwise noted on floor plans, finishes. Ceramic tile within the immediate shower and bath areas shall extend 6'-0" above finish floor.
JOIST
2 x 8
SIZE
SPACING MAXIMUM SPAN
(o/c)
M-29 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"
n/a
40 psf L.L.30 psf L.L.40 psf L.L.30 psf L.L.
18'-0"
21'-11"
18'-8"
16'-10"
23'-1"
20'-0"
27'-6"
23'-10"
19'-10"
24'-1"
n/a
n/a n/a
n/a n/a
n/a n/a
n/a n/a
n/a n/a
n/a n/a
n/a n/a
n/a n/a
n/a n/a
n/a n/a
n/a n/a
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.
UP to 7'-1"2 x 4
UP to 7'-10"UP to 7'-10"2 x 6
UP to 15'-9"UP to 15'-9"2 x 8
UP to 18'-9"UP to 18'-9"2 x 10
UP to 22'-4"UP to 22'-4"2 x 12
WITH NO CEILING
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"
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.
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 all of the following conditions:
7.
Exposed area of an individual pane greater than 9 square feet.7.1
Bottom edge less than 18 inches above the floor.7.2
Top edge greater than 36 inches above the floor.7.3
One or more walking surfaces within 36 inches horizontally of the glazing.7.4
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:
Decorative glass in Items 1, 6 or 7.1.
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.
Mirrors and other glass panels mounted or hung on a surface that provides a continuous backing support.5.
Safety glazing in Section R308.4, Items 10 and 11 is not required where:6.
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
The plane of the glass is greater than 18 inches from the railing.6.2
Glazing in swinging doors except jalousies.1.
Glazing in fixed and sliding panels of sliding door assemblies and panels in sliding and bifold closet door assemblies.2.
Glazing in storm doors.3.
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.
Where a stairway of two or fewer risers is located on the exterior side of a door, other than the required exit door, a landing is not
required for the exterior side of the door provided the door does not swing over the stairway.
Wind Pressure @ 90 mph, 3 second gust, exposure B
(75 mph fastest mile)
16.5 lbs/sf
3 - 8d (2 1/2" x 0.113")Joist to Sill or Girder,
toe nail
Table 602.3(1) - FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
16d (3 1/2" x 0.135")Sole Plate to Joist or
Blocking, face nail
16" o.c.
3 - 16d (3 1/2" x 0.135")Sole Plate to Joist or
Blocking at Braced Wall
Panels
2 - 16d (3 1/2" x 0.135")Top or Sole Plate to
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
10d (3" x 0.128")Double Studs, face nail
10d (3" x 0.128")Double Top Plates,
face nail
8d (2 1/2" x 0.113")Rim Joist to Top Plate,
toe nail
2 - 10d (3" x 0.128")Top Plates, Laps at
Corners and
Intersections, face nail
16d (3 1/2" x 0.135")Continued Header,
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.
8 - 16d (3 1/2" x 0.135")Double Top Plates, min.
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")
2 - 16d (3 1/2" x 0.135")Rafter to Plate, toe nail
10d (3" x 0.128")Built-up Corner Studs 24" o.c.
10d (3" x 0.128")Built-up Girders and
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
3 - 8d (2 1/2" x 0.113")Rafter Ties to Rafters,
face nail
3 - 10d (3" x 0.128")
Collar Ties to Rafter,
face nail (or)
1 1/4" x 20 gage ridge
strap
3 - 8d (2 1/2" x 0.113")Blocking between Joists
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 12gSubfloor, Roof & Wall
Sheathing to Framing
Structural Laminated
Sheathingh
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
Staple 16 ga. 1 3/4"3 6
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.4.
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" - 16"
17" - 49"
ALL
6"
6"
4"
BEARINGANGLE SIZECLEAR SPAN BRICK HEIGHT ANGLE LENGTHS RESOURCE
9'-3" - 17'-2"
7'-1" - 9'-2"
3'-2" - 6'-8"
17'-3" - 19'-2"
7'-1" - 9'-2"
5" x 3" x 5/16"
9'-3" - 17'-2"
REFER TO PLANS FOR SIZE > 32"6"TWO STORY BRICK CONDITION
10" x 3" x 3/8" BENT PLATE
10" x 3" x 3/8" 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 WILLIAM L. KAUF H OL Z
ARCHITECTTALLYNS RIDGEREASON FOR PLOT:PLOT DATE:Job No.
Sheet No.INHOMESITE NO.OFFICE REVIEW:MASTER BY:DATE:CDATE:3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO:DATE:PERMIT:SIGN-OFF:CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:5/8/2019 9:49 AM#TLR010160000JOE ARRUDA14368 TRAHAN DRIVEROOKWOOD77-450-ROOKWOOD COASTAL ACADIAN WITH BRICK & STONECARMEL, IN1603/2017BA--------------------------------------------Grand Estatesfieldspecchange@fischerhomes.comREVISED BY:-------- ---- ARCH. SPECIALIST:SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLC----GN
05/16/19
Adam Schriner