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GENERAL NOTES FOUNDATION & FOOTING NOTES STRUCTURAL NOTES - Cont'd. DOORS
The grade foundation walls shall fall a minimum 9. 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 1. Rough Opening Sizes for Interior Door and Room Openings: (Unless otherwise noted on plans)
er Management Incorporated. Fischer Homes expressly reserves it's 1. Lot shall be provided with adequate positive drainage away from foundation walls. T g away from foun
1. The attached tans and specifications are the sole property of Fisch g p
P the first 10 feet. 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 A. 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
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 of 6 inches within
p p 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 carpet materials.
manner. Any unauthorized use of these plans without the written consent of Fischer Homes is prohibited. 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.
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 C. Frame all interior 6-8" Load - Bearing Door Header Heights at 82 3/4" off subfloor at all floor materials.
2. Fischer Homes designs and builds housing as set forth by the format and provisions of the 2005 Indiana Residential Code. All construction Exception:
g I. 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 D. 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
shall comply w/ said code as well as local governing codes and /or regulations. Any non - conforming documents discovered by the contractor carpet materials.
or his agents shall be called to the attention of the Architectural Services of Fischer Homes. partitions are doubled and that not more than two successive doubled studs are bored. P
2. Approved stud shoes may be used when installed in accordance with the manufacturer's recommedation. 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.
not to be scaled for construction purposes. Dimension lines and notes supersede all scale reference.
2. Concrete work shall have the following specified compressive strength at 28 days PSI. F. Frame all interior 8' -0" Load - Bearing Door Header Heights at 88 3/4" off subfloor at all floor materials.
3. These plans are A. All concrete footing and column pads:
g 2500 PSI 10. Drllling and notching of top plate: When piping or ductwork is placed in or partly in an exterior wall or interior load- bearing wall, G. Frame Bi -Pass Door widths to dimensions a e .
slabs and interior slabs on grade, except garage slabs: 3000 PSI * 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 H. Frame interior Single Swing Door and Double Swing Door widths to 2" wider than door size.
modification as necessary to meet code requirements and /or to facilitate mechanical / electrical / plumbing B. Basement 9
4. These plans are subject tom Y I. Frame interior Double Swing Door w/ T- Astragal widths to 3" wider than total door size.
in writing b the Director of C. All basement walls, foundation walls, exterior walls and other vertical concrete work exposed steel wall angle spanning the distance between the adjacent studs.
installation and /or to incorporate design improvements. Any intention to modify these plans must be approved 9 Y 3000 PSI * Exception: tion: When the entire side of the wall with the notch or cut is covered by wood structural panel sheathing. 2. Rough Opening Sizes for Exterior Door Openings: (Unless otherwise noted on plans)
to weather:
D. All garage floor slabs: 3500 PSI * A. Frame all exterior Door Header Heights* at 83 1/4" off subfloor at all floor materials.
Architecture.
and become E. All exterior flatwork and steps: 4000 PSI * Exception: Sliding Glass Door Header Heights to be 80" off subfloor at all floor materials and
all verify all dimensions and information in these contract documents. The contractor shall survey the project win shall be required to be air entrained. il. Drilling and notching: Structural floor members shall not be cut, bored or notched in excess of the limitations specified in this section. Fire -Rated Door Header Heights to be 83 1/4" off subfloor at all floor materials.
5. The contractor sh Y
I t d to b 'Id' �te and soil bearing conditions If scope of work and *Exterior concrete flatwork subject to freezing and thawing q
EXTERIOR DOOR ROUGH OPENING and MASONRY/ CONCRETE OPENING CHART
familiar with existing conditions, and scope of work Including but not
Ii
e U Ing, s
the contractor shall immediately contact the appropriate superintendent for direction and /or
Total air content shall not be less than 5% or more than 7 %.
Sawn lumber. Notches in solid lumber joists, rafters and beams shall not exceed one -sixth of the depth of the member, shall not be longer
Non -BEARING
STUDS
construction documents are in conflict,
clarification.
3. 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
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
depth the member. The tension side of members 4 inches or greater in nominal thickness shall not be
d/4
conditions shall be brought to the
inconsistencies in these contract documents and the actual site or construction 9
direction. Control joints align with beam and column center lines.
shall not exceed one - fourth the of
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
.60w
6. Any errors, omissions, or
attention of Fischer Homes Architectural Services.
4. The bottom of all footings shall extend to frost line (32" minimum).
member. 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
7/8"
1 1/8"
7/8"
member is also notched, the hole shall not be closer than 2 inches to the notch. - See Table S -1
2 1/8"
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.
5. 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
Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue laminated m embers or
1 3/8"
8. Windows as emergency egress (sleeping areas) shall be minimum net clear opening of 5.7 square feet. The minimum net clear opening height
.Refer to construction documents for any additional county /city requirements.
subcontractor.
I- joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are specifically
3 1/4"
The sill height shall not be more than 44 inches
dimensions shall be 22 inches and the minimum net clear opening width shall be 20 inches. g
ith 3" drain file at 6' 0
6. Interior foundation drain shall be installed w" o/c through concrete footing.
considered in the design of the member by a registered design professional.
1 7/8"
ove floor. Emergency egress openings shall be operational from the inside of the room without the use of keys, tools or special knowledge.
ab 9 enc Y 9
Exception: Grade floor windows may have a minimum net clear opening of 5.0 square feet.
perimeter
Concrete shall be "G90" galvanized 'Simpson MAS' mudsill anchors. Anchors are to be embedded in poured -in -place concrete walls
12. No holes or notches are allowed in beams without written approval of Fischer Homes Architectural Services.
4 3/8"
9 At least one smoke alarm shall be installed in the following locations: (a) In the living area remote from the kitchen and cooking appliances.
7. anchors
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.
Table S -1
2 3/8"
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 8, Sump Pump to be installed as required and located at builder's discretion.
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 9. Concrete formwork to be adequately tied and braced. Forms are not to be stripped nor bac.kfill placed against the wall until the wall has
shall be installed in accordance with the manufacturer's instructions. 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.
10. 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 - Refer to Foundation Plan for specific dampproofing / waterproofing requirements.
than three feet above the point where the chimney passes through the roof.
11. Building foundations are designed based on an assumed soil bearing capacity of 2000 P.S.F., except for bearing below sonatube piers -
11. 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. assume 3000 P.S.F. Additional engineering is required if soil bearing capacity is less than 2000 P.S.F.
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 12. 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
th re ared subgrade where no base course exists.
ALLOWABLE NOTCH AND BORED HOLE DIMENSIONS
JOISTS and RAFTERS
BEARING STUDS
Non -BEARING
STUDS
Nominal
Actual
d/6
d/4
d/3
.25w
40w
.60w
4"
3 1/2"
5/8"
7/8"
1 1/8"
7/8"
1 3/8"
2 1/8"
6"
5 112"
7/8"
1 3/8"
1 7/8"
1 3/8"
2 1/4"
3 1/4"
8"
7 1/4"
1 1/4"
1 7/8"
2 3/8"
1 3/8"
2 7/8"
4 3/8"
10"
9 1/4"
1 1/2"
2 3/8"
3 1/8"
iF
12"
11 1/4"
1 7/8"
2 7/8"
3 3/4"
1/2 -inch gypsum board or equivalent. the base course v e p p
- Refer to Floor Plans for specific information. Exception: The vapor barrier may be omitted:
A. From garages, utility buildings and other unheated accessory structures. 13. All trusses are stamped and certified by a registered engineer and shall meet TPI manufacturer minimum requirements. Truss bracing shall be
12. Maintain 2" clearance between chimney and combustibles. Fireblocking must be done at all floor and ceiling lines with approved B. From driveways, walks, patios and other flatwork not likely to be enclosed and heated at a later date. installed per manufacturer's specifications.
non - combustible material. C. Where approved by the Building Official, based on local site conditions
14. No cutting, notching or modifications shall be made to any trusses without the approval of Fischer Homes Architectural Services.
13. Fire blocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier
d the roofs ace. Fire blocking shall be provided in wood -frame construction in the following 15. All wood columns to be anchored to concrete with corrosion resistant engineered composite plastic stand -off. For column bases, use Simpson
between stories, and between a top story an P g p STRUCTURAL NOTES
locations: CPS6, composite plastic post base (or equal) nailed to pressure treated column. Standoffs anchored to porch slab with 1/2" diameter anchor
1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs; as follows: or expansion bolt embedded into concrete and extended into wood post.
1.1 Vertically at the ceiling and floor levels. 1. Interior partitions shall be 2x4 stud construction with 1/2" gypsum board, unless otherwise noted. Load - Bearing walls shall have stud
all at intervals not exceeding 10 feet. 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 16. All interior lumber in contact with concrete shall be borate treated and shall use galvanized connectors.
1.2 Horizontally Hectors.
ilin sand cove ceilings. all be All exterior lumber (lumber exposed to weather) shall be ACQ (Alkaline Copper Quat) treated and shall use "ZMAX" coated con
2. At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ce g 9 tub shower walls and kitchen walls where upper cabinets are located shall be constructed of 16" o /c. Moisture resistant gypsum board shall
3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed accessible space under stairs shall have walls, provided at all tub /shower areas and concrete backer board at all full height shower bath areas with smooth, hard and non - absorbent, or
under stair surface and any soffits protected on the enclosed side with 1/2 -inch gypsum board. otherwise noted on floor plans, finishes Ceramic file within the immediate shower and bath areas shall extend 6' -0" above finish floor. 17. Steel lintels supporting masonry veneer are as follows:
A t i es ducts cables and wires at ceiling and floor level with an approved material to resist the free passage of .
4. At openings aroun ven s, p p , ,
flame and products of combustion.
blue glued hall be glued at to and both
2. All exterior walls shall be sheathed with .137" Thermo Ply exterior sheathing (blue), g &nailed. Sheathings g p
BRICK HEIGHT
CONDITION
5. Chimneys and fireplaces.
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
2' -6" - 6' -0"
Z 3 1/2" x 3 112" x 1/4"
edges and 3" o/c at intermediate supports. (NOTE: Glue is not required for code compliance.) 'Simpson' TWB12 or 'Simpson' TWB14 metal
4"
id with 20 minute fire rated insulated hollow metal doors, 2' -6 "min door width.
14. Opening s between garage and residence shall be equipped
let -in bracing shall be installed per construction documents. Bracing shall be let into the top and bottom plates and the intervening studs,
Z 5" x 3 1/2" x 5/16"
ALL
placed at not more than 550 nor less than 450 from the horizontal and attached to the framing in conformance with the manufacturer's
64 112" x 87 3/4"
15. Prefabricated Fireplaces shall be installed according to the manufacturer's specifications.
specifications.
ALL
16. Aluminum gutters and downspouts shall be provided as required to provide water flow away from immediate building perimeter. For open
65 112" x 83 1/4"
12' -1" - 14' -0"
valley lined with metal, the valley lining shall be at least 24- inches wide.
3. The minimum grade and allowable stresses for structural members are:
6"
17. 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
A. Repetitive member uses:
Studs = SPF stud grade or better
Z 5" x 3 1/2" x 5/16"
square feet.
Joists = SYP #1
n/a
T -4" x 8' -0" P &L Frame (3' -0" Door w/ (2) 14" Sidelites)
Rafters (2x4 and 2x6) = SPF #3
9" - 16"
18. Stairways
Interior stairways shall have a minimum 6' -8" (finish to finish) headroom, 8 -1/4" maximum riser height and 9" minimum tread length. The
Rafters (2x8 and larger) = SYP #1
B. Microlam LVL's: Fb = 2600 Fv = 285 E = 1.9 x 10 Fc = 750
n/a
minimum clear width of a stairway shall be 36 ". Refer to plans for exact dimensions. Open risers shall be permitted, provided that the
C. Steel Beams: Yield stress values of Fy = 50 ksi
6"
opening between treads does not permit the passage of a 4" diameter sphere.
(width) x 119 1/4"
Z 8" x 4" x 1/2"
Handralls
Handrails shall have a height of 34" (to match pitched guardrail height) measured vertically from the nosing of the tread and shall be
4. Design Live Loads are:
Balconies (Exterior) 60 Ibs /sf
n/a
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
Decks 40 Ibs /sf
0" - 8"
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"
Guardrails and Handrails (Concentrated load) 200 Ibs /sf
n/a
of each other. Ends shall be returned or shall terminate in newel posts or safety terminals. If transitioning between a wall- mounted handrail
Dwelling units (except sleeping rooms) 40 Ibs /sf (10 Ibs /sf - Dead Load)
6"
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
Sleeping rooms 30 Ibs /sf (10 Ibs /sf - Dead Load)
Z 8" x 4" x 1/2"
diameter 1 -1/4" minimum to 2 -7/8" maximum. Other handrail shapes that provide an equivalent grasping surface are permissible. Edges
Stairs 40 Ibs /sf
n/a
of It h II h f not less than 1 -1/2" between the handrail and
f S L d 20 Ibs /sf (min.) - Roof Pitch > 3 in 12
25" - 32"
CLEAR SPAN
ANGLE SIZE
BRICK HEIGHT
CONDITION
BEARING
REMARKS
2' -6" - 6' -0"
Z 3 1/2" x 3 112" x 1/4"
ALL
4"
T -10" x 6' -8" P &L Frame (3' -0" Door w/ (1) 10" Sidelite)
6' -1" - 10' -0"
Z 5" x 3 1/2" x 5/16"
ALL
6"
64 112" x 87 3/4"
10' -1" - 12' -0"
Z 6" x 4" x 3/8"
ALL
6"
65 112" x 83 1/4"
12' -1" - 14' -0"
Z 7" x 4" x 3/8"
ALL
6"
5' -4" x 6' -8" P &L Frame (3' -0" Door w/ (2) 14" Sidelites)
14' -1" - 16' -0"
Z 5" x 3 1/2" x 5/16"
0" - 8"
6"
n/a
T -4" x 8' -0" P &L Frame (3' -0" Door w/ (2) 14" Sidelites)
Z 6" x 3 1/2" x 3/8"
9" - 16"
6"
(width) x 95 1/4"
n/a
Z 7" x 4" x 3/8"
17" - 32"
6"
6' -8 "h. Doors w/ 36" Transom above
(width) x 119 1/4"
Z 8" x 4" x 1/2"
> 32"
6"
n/a
16' -1" - 18' -0"
Z 6" x 3 1/2" x 3/8"
0" - 8"
6"
(width) x 118"
n/a
Z 7" x 4" x 3/8"
9" - 16"
6"
8' -0"h. Doors w/ Elliptical Transom above
(width) x 115"
Z 8" x 4" x 1/2"
17" - 24"
6"
n/a
5' -0" Hinged Patio Door (Swing -In) 30/12/09
Z 8" x 4" x 1/2"
25" - 32"
6"
x 80 3/4"
16' -1" - 18'-0"
- REFER TO PLANS
FOR SIZE
> 32"
6"
TWO STORY BRICK
CONDITION
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"
T -0" x 6' -8" Single Door (Swing -In)
38 1/2" x 83 1/4"
41 1/2" x 87 3/4"
T -10" x 6' -8" P &L Frame (3' -0" Door w/ (1) 10" Sidelite)
50" x 83 1/4"
53" 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"
64 112" 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"
T -0" x 6' -8" P &L Frame (3' -0" Door w/ (2) 12" Sidelites)
65 112" 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"
4' -2" x 8' -0" P &L Frame (3' -0" Door w/ (1) 14" Sidelite)
54" x 99 1/4"
n/a
T -4" x 8' -0" P &L Frame (3' -0" Door w/ (2) 14" Sidelites)
69 112" x 99 1/4"
n/a
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
6' -8"h. Doors w/ 42" Transom above
(width) x 125 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/ 12" Transom above
(width) x 111 1/4"
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
5' -0" Hinged Patio Door (Swing -In) 30/12/09
x 80 3/4"
63 1/2" x 85 3/4"
6' -0" Hinged Patio Door (Swing -In)
x 80 3/4"
75 1/2" x 85 3/4"
7' -6" Hinged Patio Door (Swing -In)
r62
x 80 3/4"
92 5/8" x 85 3/4"
8' -0" Hinged Patio Door (Swing -In)
x 80 3/4"
98 5/8" x 85 3/4"
9' -0" Hinged Patio Door (Swing -In)
" x 80 3/4"
110 5/8" x 85 3/4"
Patio Door w/ 12" Transom above
(width) x 92 3/4"
n/a
5' -0" Sliding Glass Door (Vinyl)
60" x 80"
63" x /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
2' -6" Fire -Rated Door - 20 Minute (Swing -In)
32 1/2" x 83 1/4"
n/a
2' -8" Fire -Rated Door - 20 Minute (Swing -In)
34 1/2" x 83 1/4"
n/a
NOTE: 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.
** 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.
WINDOWS
1. Rough Opening Sizes for Vinyl and Vinyl -Clad Windows: (Unless otherwise noted on plans)
A. 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 T -0" x 5' -6"
- a window described as a 4440 has a rough opening of 4' -4" x 4' -0"
B. Frame all Window Header Heights at 81 1/4" off subfloor at all floor materials for W -1" wall height. (Unless otherwise noted on plans)
C. All specialty window rough openings will be noted on the Architectural Floor Plans.
shall have a minimum radius of 1/8 Inch. Handralls projecting from a wa s a ave a space o
the wall and /or the bottom railing plate.
Roo now oa
Wind Pressure @ 90 mph, 3 second gust, exposure B 16.5 Ibs /sf
WITH DRYWALL CEILING
ATTACHED
MAXIMUM SPAN @ 24" o/c
25 psf L.L.
10 psf G.L.
PER
JJJ
UP to 6' -11"
Guardrails
to below shall have guardrails of 36" in height. Open
Porches, balconies or raised floor surfaces located more than 30" above the floor or grade b g
(75 mph fastest mile)
Truss Design Load:
A
meet egress requirements.
UP to 15' -9"
_�
`'
grade below shall have itched guardrails of not less than 34" in height
the floor or 9
0" above P
e than 3 9
e of more
side of stairs with a total rise
between in required guardrails shall be less than
Live Design Load 25 Ibs /sf
L 9
Dead Design Load 17 Ibs d
,,,�
49 double hung
3. Egress Sizes for Vinyl -Clad Windows: 4040, 5030, 6030 slider windows and larger, 285 4 g windows an larger
is
-.1 !
'
V ✓
i G+n
Total Design Load 4 s
'
c, \ti
2 x 10
Sole Plate to Joist or
. -' f
f ,,
` --`�
16" o.c.
Rafter to Plate, toe nail
. v
2 x 10
Blocking, face nail
17' -10"
be to by the use of approved connectors having a resistance to uplift of not less than 175 pounds and shall
'�
4. Low -'E' glazing specifications•
24" o.c.
NOTE: 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.
** 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.
WINDOWS
1. Rough Opening Sizes for Vinyl and Vinyl -Clad Windows: (Unless otherwise noted on plans)
A. 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 T -0" x 5' -6"
- a window described as a 4440 has a rough opening of 4' -4" x 4' -0"
B. Frame all Window Header Heights at 81 1/4" off subfloor at all floor materials for W -1" wall height. (Unless otherwise noted on plans)
C. All specialty window rough openings will be noted on the Architectural Floor Plans.
be installed in accordance with the manufacturer's specifications:
(1) Simpson Strong Tie (H2.5A): 480 Ibs /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
19. 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 Finished Ceiling Attached to Rafters L/180
1 -1/2 inches lower than the top of the threshold. Interior Walls and Partitions L /180
Exceptions: Floors and Plastered Ceilings L/360
1. A landing is not required at the top of an interior flight of stairs, provided a door does not swing over the stairs. Exterior walls - wind loads with brittle finishes L/240
2. 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 walls - wind loads with flexible finishes L /120
exterior storm or screen door, does not swing over the landing. All Other Structural Members L/240
3. 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. 5. Conventionally Framed Roof Rafters (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
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.
4. 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.
5. 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.
6. 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.
7. 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:
7.1 Exposed area of an individual pane greater than 9 square feet.
7.2 Bottom edge less than 18 inches above the floor.
7.3 Top edge greater than 36 inches above the floor.
MAXIMUM RAFTER SPAN TABLE - LIGHT ROOF COVERING
shall have a minimum radius of 1/8 Inch. Handralls projecting from a wa s a ave a space o
the wall and /or the bottom railing plate.
Roo now oa
Wind Pressure @ 90 mph, 3 second gust, exposure B 16.5 Ibs /sf
WITH DRYWALL CEILING
ATTACHED
MAXIMUM SPAN @ 24" o/c
25 psf L.L.
10 psf G.L.
2. Egress Sizes for Vinyl Windows: 4050, 4440, 5040, 6040 slider windows and larger, 3052, 3056, 3450 singe unq windows and larger
UP to T -1"
UP to 6' -11"
Guardrails
to below shall have guardrails of 36" in height. Open
Porches, balconies or raised floor surfaces located more than 30" above the floor or grade b g
(75 mph fastest mile)
Truss Design Load:
18. Brick veneer (where indicated on plans) is to have 22 gauge (minimum) corrugated, galvanized steel wall ties at 16" o/c horizontal and 24"
Each tie to support a maximum of 2 2/3 sq. ft. of brick. Provide continuous base flashing with weep holes at
meet egress requirements.
UP to 15' -9"
UP to 15' -9"
grade below shall have itched guardrails of not less than 34" in height
the floor or 9
0" above P
e than 3 9
e of more
side of stairs with a total rise
between in required guardrails shall be less than
Live Design Load 25 Ibs /sf
L 9
Dead Design Load 17 Ibs d
o/c vertical (9 courses). wall
o/c maximum. Additional brick ties shall be provided around all wall openings g rester than 1 6" in either direct) on. Brick ties a round the
49 double hung
3. Egress Sizes for Vinyl -Clad Windows: 4040, 5030, 6030 slider windows and larger, 285 4 g windows an larger
I UP to 22' -4"
UP to 22' -4"
measured vertically from the nosing of the treads. Horizontal spacing the vertical members
Total Design Load 4 s
perimeter of openings shall be spaced not more than 3 feet o/c and placed within 12 inches of the wall opening.
per
meet egress requirements.
2 x 10
Sole Plate to Joist or
four inches at the nearest point between the members.
16" o.c.
Rafter to Plate, toe nail
2 - 16d (3 1/2" x 0.135 ")
2 x 10
Blocking, face nail
17' -10"
be to by the use of approved connectors having a resistance to uplift of not less than 175 pounds and shall
Table 602.3(1) - FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
4. Low -'E' glazing specifications•
24" o.c.
Sole Plate to Joist or
3 - 16d (3 1/2" x 0.135 ")
Trusses shall connected wall plates
Built -up Girders and
Vinyl Windows Vinyl -Clad Windows
Nail each
be installed in accordance with the manufacturer's specifications:
(1) Simpson Strong Tie (H2.5A): 480 Ibs /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
19. 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 Finished Ceiling Attached to Rafters L/180
1 -1/2 inches lower than the top of the threshold. Interior Walls and Partitions L /180
Exceptions: Floors and Plastered Ceilings L/360
1. A landing is not required at the top of an interior flight of stairs, provided a door does not swing over the stairs. Exterior walls - wind loads with brittle finishes L/240
2. 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 walls - wind loads with flexible finishes L /120
exterior storm or screen door, does not swing over the landing. All Other Structural Members L/240
3. 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. 5. Conventionally Framed Roof Rafters (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
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.
4. 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.
5. 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.
6. 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.
7. 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:
7.1 Exposed area of an individual pane greater than 9 square feet.
7.2 Bottom edge less than 18 inches above the floor.
7.3 Top edge greater than 36 inches above the floor.
MAXIMUM RAFTER SPAN TABLE - LIGHT ROOF COVERING
RAFTER
SIZE
WITH NO CEILING
ATTACHED
MAXIMUM SPAN @ 24" o/c
25 psf L.L.
10 psf D. L.
WITH DRYWALL CEILING
ATTACHED
MAXIMUM SPAN @ 24" o/c
25 psf L.L.
10 psf G.L.
2 x 4
UP to T -1"
UP to 6' -11"
2 x 6
UP to T -10"
UP to T -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
I UP to 22' -4"
UP to 22' -4"
7.4 One or more walking surfaces within 36 inches horizontally of the glazing.
8. All glazing in railings regardless of an area or height above a walking surface. Included are structural baluster panels
6. All multiple 2 x headers and multiple LVL beams to be fastened together at top and bottom into each adjacent member with minimum (2)
and nonstructural in -fill panels.
9. Glazing in walls and fences enclosing indoor and outdoor swimming pools, hot tubs and spas where the bottom edge of rows of 16d nails @ 12 inches o /c, staggered, unless noted otherwise.
the glazing is less than 60 inches above a walking surface and within 60 inches horizontally of the water's edge. This
n
shall apply to single glazing and all panes in multiple glazing. 2" 6" 12"
10. Glazing adjacent to stairways, landings and ramps within 36 inches horizontally of a walking surface when the exposed = N
surface of the glass is less than 60 inches above the plane of the adjacent walking surface. v
11. 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. --
Exception: The following products, materials and uses are exempt from the above hazardous locations: M
1. Decorative glass in Items 1, 6 or 7.
2. Glazing in Section R308.4, Item 6, when there is an intervening wall or other permanent barrier between the door and in N 2" 12" 12" '
the glazing.
3. 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 7. All wood beams with steel flitch plates are to be bolted together with 1/2" 0 bolts at 12 inches o /c, staggered top and bottom with two bolts
h oted
DESCRIPTION of
NUMBER and TYPE of
SPACING of
DESCRIPTION of
NUMBER and TYPE of
SPACING of
BUILDING ELEMENTS
FASTENERa,b,c
FASTENERS
BUILDING ELEMENTS
FASTENERa,b,c
FASTENERS
Joist to Sill or Girder,
3 - 8d (2 1/2" x 0.113 ")
18' -8"
Continuous Header to
4 - 8d (2 1/2" x 0.113 ")
2 x 8
toe nail
15' -0"
16' -10"
Stud, toe nail
14' -5"
2 x 10
Sole Plate to Joist or
16d (3 1/2" x 0.135 ")
16" o.c.
Rafter to Plate, toe nail
2 - 16d (3 1/2" x 0.135 ")
2 x 10
Blocking, face nail
17' -10"
20'-0"
Built -up Corner Studs
lOd (3" x 0.128 ")
24" o.c.
Sole Plate to Joist or
3 - 16d (3 1/2" x 0.135 ")
16" o.c.
Built -up Girders and
10d (3" x 0.128 ")
Nail each
Blocking at Braced Wall
18' -0"
19' -10"
Panels
19' -10"
2 x 10
Beams, 2 -inch lumber
14' -7"
layer as
14' -7"
16' -1"
2 x 12
layers
24' -7"
follows: 32"
o.c. at top &
Top or Sole Plate to
2 - 16d (3 1 /2" x 0.135 ")
2 x 12
Stud, end nail
21' -4"
23' -10"
20' -4"
22' -5"
bottom,
staggered.
Two nails at
Stud to Sole Plate,
3 - 8d (2 1/2" x 0.113 ") or
21' -9"
toe nail
2 - 16d (3 1/2" x 0.135 ")
2 x 12
9.2 "/38.4 "*
21' -11"
ends & at
each splice.
Double Studs, face nail
10d (3" x 0.128 ")
24" o.c.
Roof Rafters to Ridge,
Valley or Hip Rafters:
17' -5"
19' -6"
Double Top Plates,
10d (3" x 0.128 ")
24" o.c.
face nail
Typical Window Details at Masonry
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toe nail
face nail
4 - 16d (3 1/2" x 0.135 ")
3 - 16d (3 1/2" x 0.135 ")
A5.0 and up
Double Top Plates, min.
8 - 16d (3 1/2" x 0.135 ")
Typical Window Interior Trim
Elevations
24 -inch Offset of End
Joists, face nail in
PLUMBING &ELECTRICAL NOTES
Rafter Ties to Rafters,
3 - 8d (2 1/2" x 0.113 ")
Building / Stair Sections and
lapped area
face nail
Details
Collar Ties to Rafter,
face nail (or)
3 - 1 O (3" x 0.128 ")
Rim Joist to Top Plate,
8d (2 1/2" x 0.113 ")
6" o.c.
toe nail
1 1/4" x 20 gage ridge
strap
Top Plates, Laps at
2 - 10d (3" x 0.128 ")
Typical Wall Bracing Details
Corners and
Intersections, face nail
Standard Hardipanel Details
Blocking between Joists
3 - 8d (2 112" x 0.113 ")
or Rafters to Top Plate,
toe nail
3. All baths to have exhaust fans, min. 50 cfm, vented to exterior.
Continued Header,
16d (3 1/2" x 0.135 ")
16" o.c. along
two pieces
each edge
Details
DESCRIPTION of BUILDING
SPACING of FASTENERS
Edges (inches)'
Intermediate Supportsc'e (inches)
MATERIALS
DESCRIPTION of FASTENER b,c,e
Subfloor, Roof & Wall
1/2" and less
6d common (2" x 0.113 ") nail (subfloor, wall)
6
129
Sheathing to Framing
8d common (2 1/2" x 0.131 ") nail (roof) f
Staple 16 ga. 1 3/4"
3
6
Structural Laminated
.137"
16 gauge 1" crown x 1 1/4" leg staples
3
3
Sheathing h
Combination subfloor
3/4" and less
6d deformed (2" x 0.120 ") nail or
6
12
Underlayment to
8d common (2 1/2" x 0.131 ") nail
Framing
7/8" and 1"
8d common (2 1 /2" x 0.131 ") nail or
6
12
8d deformed (2 1/2" x 0.120 ") nail
1 1/8" - 1 1/4"
10d common (3" x 0.148 ") nail or
6
12
Sd deformed (2 1/2" x 0.120 ") nail
1st & 2nd Floor Windows U- factor = 0.33 SHGC = 0.31 U- factor = 0.30 SHGC = 0.32
Specialty Glass Windows (leaded glass windows) J- factor = 0.31 SHGC = 0.33 U- factor = n/a SHGC = n/a
Basement Slider Windows U- factor = 0.34 SHGC = 0.42 U- factor = n/a SHGC = n/a
Basement Hopper Windows U- factor = 0.35 SHGC = 0.52 U- factor = n/a SHGC = n/a
INSULATION NOTES
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:
A. 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.
B. 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.
3. Cathedral Ceilings without Attic Space above: ,
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.
4. Exterior Frame Walls (Standard design, unless otherwise noted on plans): R -13 Batt Insulation with Kraft face vapor barrier to warm
side.
5. Garage Common Frame Walls (Standard design, unless otherwise noted on plans): R -13 Batt Insulation with Kraft face vapor barrier
to warm side.
6. Exterior Basement Walls (Standard design, unless otherwise noted on plans):
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. Floors at overhangs: R -19 Batt Insulation vapor barrier up - face stapled.
8. Floors of habitable spaces over unconditioned area: R -19 Batt Insulation vapor barrier to warm side.
9. Basement Slab on Grade at Frost Footing: R -5 Rigid Insulation, 2' -0" deep, at areas where grade covers 30" or less of the Foundation Wall
above the T/ Basement Slab.
AIR INFILTRATION NOTES
1. Contractor shall install poly sill sealer between all sill plates and top of foundation wall of all living areas.
Section R308.4, Item 7. at each end unless of erwlse n
Section R308.4 Items 7 and 10, when a protective bar is installed on the accessible side(s) of the glazing 36 For SI: I inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 0.447 m /s; 1 ksi = 6.895 MPa. Z. Contractors shall glue and seal plates at floor, window, and door perimeter /door thresholds wring construction.
4. Glazing in Sect
pounds per linear following Floor stem is Offered: 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
inches ; 2 inches above the floor. The bar shall be capable of withstanding a horizontal load of 50 p p 8. The fo g System
without contacting the lass and be a minimum of 1 -1/2 inches in height. 5/8" tongue and groove OSB (Oriented Strand Board), glued and nailed per APA rated STURDI-FLOOR specifications. 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 3. All sheathing penetrations during construction shall be patched and repaired according to manufacturer's specifications.
foot 9 9
5. Mirrors and other glass panels mounted or hung on a surface that provides a continuous backing support. 0.177 inch, and 100 ksi for shank diameters of 0.142 inch or less.
6. Safety glazing in Section R308.4, Items 10 and 11 is not required where: d h e a minimum 7/16 -inch on diameter crown width
6.1 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
6.2 The plane of the glass is greater than 18 inches from the railing.
FLOOR SPAN TABLE
APA Rated
Sturdi -Floor Panels
Non - APA Rated
Sturdi -Floor Panels
JOIST
SIZE
SPACING
(o /c)
MAXIMUM SPAN
MAXIMUM SPAN
40 psf L.L.
30 psf L.L.
40 psf L.L.
30 psf L.L.
2 x 8
12"
16' -11"
18' -8"
14' -5"
15' -10"
2 x 8
16"
15' -0"
16' -10"
13' -1"
14' -5"
2 x 10
12"
20' -7"
23' -1"
18' -5"
20' -3"
2 x 10
16"
17' -10"
20'-0"
16' -9"
18' -5"
2 x 10
19.2"
16' -3"
18' -3"
15' -9"
17' -4"
2 x 10
9.2 "/38.4 "*
18' -0"
19' -10"
18' -0"
19' -10"
2 x 10
24"
14' -7"
16' -3"
14' -7"
16' -1"
2 x 12
12"
24' -7"
27' -6"
22' -5"
24' -8"
2 x 12
16"
21' -4"
23' -10"
20' -4"
22' -5"
2 x 12
19.2"
19' -5"
21' -9"
19' -2"
21' -1"
2 x 12
9.2 "/38.4 "*
21' -11"
24' -1"
21' -11"
24' -1"
2 x 12
24"
17' -5"
19' -6"
17' -5"
19' -6"
* Single joists at 19.2" o /c, double joists at 38.4" o /c. 4. All dryer vents to be vented to exterior.
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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 shall be applied vertically.
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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
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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
SHEET No.
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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
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minimum 48 -inch distance from ridges, eaves and gable end walls; and 4 inches on center to gable end wall framing.
ASTM C 79 shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to ASTM C 208.
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General Notes Sheet
WS 1
Standard Wall Sections
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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.
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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
A1.0 and up
Exterior Elevations and Details
WS- 2
Standard Wall Sections / Details
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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
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A2.0 and up
Foundation Plan and Details
D1.0
Typical Door Details
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A3.0 and up
Floor Plan(s) and Details
D2.0
Typical Window Details at Siding
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Electrical / Trim Plan(s) and Details
D2.1
Typical Window Details at Masonry
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Floor Joist Layout(s) and Details
D3.0
Typical Window Interior Trim
Elevations
PLUMBING &ELECTRICAL NOTES
MECHANICAL
A6.0 and up
Building / Stair Sections and
Details
D3.1
Typical Windc)w Interior Trim Details
1. All mechanical, electrical and plumbing work shall comply with state and national codes, as well as, local governing codes and /or ordinances.
2. All electrical installation shall meet the requirement of the current National Electrical Code.
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Typical Wall Bracing Details
D4.0 and up
Standard Hardipanel Details
All material and equipment shall bear the label or approval of the Underwriters Laboratories.
3. All baths to have exhaust fans, min. 50 cfm, vented to exterior.
FP1 and up
Standard Fireplace Sections and
Details
* Single joists at 19.2" o /c, double joists at 38.4" o /c. 4. All dryer vents to be vented to exterior.
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