2008, 09-25 Permit App: 08003778 AdditionProject Number: 08003778 Inv: I Application Date: 9/25/2008 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Proiect Information:
Permit Use: 15 X 21 BEDROOM ADDITION
Contact: REEVES, TYLER M & MISTY S
Address: 619 N DICK RD
C - S - Z: SPOKANE VALLEY, WA 99212
Setbacks: Front Left: Right: Rear:
Phone: (509) 951-7071
Group Name:
Site Information:
Project Name
Plat Key: 001288 Name: HUTCHINSONS ADD
District: Nort
Parcel Number: 45183.0259 Block:
Lot:
SiteAddress: 619 N DICK RD
Owner: Name: REEVES, TYLER M & MISTY S
Address: 619 N DICK RD
Location:: CSV
SPOKANE VALLEY, WA 99212
Zoning: R-3 SF Res District
Water District: 005 HUTCHINSON
Hold: ❑
Area: 21,100 Sq Ft Width: 97
Depth: 110 Right Of Way (ft): 40
Nbr of Bldgs: 2 Nbr of Dwellings: 1
Review Information:
Originally Released: 9/24/2008 By: mbasinger
Permits: r....
Operator: jmm Printed By: JD Print Date: 9/25/2008
Project Number: 08003778 Inv: I
Application
Date: 9/25/2008 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Building Permit
-
Contractor: OWNER
Firm: OWNER
Phone: (000) 000-0000
This Application:
Total Project:
Description Grp Type
Notes Sg Ft Valuation
Sg Ft Valuation
RES ADD R-3 VB
15 X 21 315 $29,921.85
315 $29,921.85
ADDITION
Totals: 315 $29,921.85
315 $29,921.85
Item Description
Units Unit Desc
Fee Amount
RESIDENTIAL PERMIT FEE
I SELECT
$441.75
WSBC SURCHARGE
1 SELECT
$4.50
SF PLNS RVW <7999 SQ FT
1 SELECT
$176.70
Permit Total Fees:
$622.95
Notes:
Payment Summary:
=..
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $622.95 $622.95 $0.00 $622.95
$622.95 $622.95 $0.00 $622.95
Disclaimer:
Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information
contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be
complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of
the provisions of the code or of any other state or local laws or ordinances.
Signature:
Operator: jmm Printed By: JD Print Date: 9/25/2008
Spokane
jUalley-
Community Development
Permit Center
11703 E Sprague Ave, Suite B-3
Spokane Valley, WA 99206
(509)688-0036 FA (509)688-0037
www.spokanevalley.org I)txd
Residential Construction
Permit Application
PERMIT NUMBER: ., 5 T/ �S
PERMIT FEE:
`4 J
New Construction
Addition/Remodel
❑ Other:
❑ Accessory Bldg
❑ Deck
SITE ADDRESS: 6l V A), &LII iecl. SPS /�y,vc U�/l� / to 4- `lWI12
ASSESSORS PARCEL NO: LEGAL DESCRIPTION:
Building Owner: -
Name: --r— /e
Address: &I Y A)- b s , < �\ d
City: 5 Pektli j r vri'l�� State: d sP�- Zip: YY�/
Phone: 5 �� �;S•/ �� Fax:
Contact Person
Name: /c, e2,Je 5
Phone: G -
Describe the scope of work in detail:
Proposed Use: X1JT.F 'Jn ;n
Contractor:
Name:
Address:
City: State: Zip.
Phone: Fax:
Contractor Lic No: Exp Date:
City Business Lic. No:
Cost of Project: $ ��G� 0
**************The following MUST be com Tete: (write N/A if nota licable)**********************
HEIGHT TO PEAK:
DIMENSIONS:
# OF STORIES:
TOTAL HABITABLE SPACE:
l
MAIN FLOOR TO S��� i�
FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
' .
IMPERVIOUS SURFACE
FTG: !V � � 1 S
✓j .!�
�,i' %
AREA: 4
FINISHEDASEM�NT
GARAGES . FTG:
DECK/COV. PATI SQ. FTG:
30% SLOPES ON
SQ. FTG: /Ii'; .
PROPERTY:
# OF BEDRO S:
CONST R(JCTION TYPE:
HEAT SOURCE:
SEWER OR SEPTIC?
The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the
dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The
signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done
in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of
Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or
local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before
this application can be processed.
SIGNATURE: DATE:
Method of Payment:
❑ Cash ❑ Check ❑ Mastercard ❑ VISA
Bankcard M Expires: VIN#:
Authorized Signature:
REVISED 2/15/07
Spokane
jUalley
For City Use Only
-18
PLUS Project Number i
Project Address
11703 E Sprague Ave Suite B-3 ♦ Spokane Vatley WA 99206
509.688.0036 ♦ Fax: 509.688.0037 ♦ permitcenter@spokanevalley.org
As part of our on-going commitment to customer service during the review process of your project
application, we are providing you with a TARGET DATE for the initial technical application review. If for
any reason we cannot meet this date, we will contact you with a revised target date.
Your application review TARGET DATE is /a
The TARGET DATE is the date we estimate your project application will have had its initial technical
review. It is not the date for approval or permit issuance.
Tips for a Smoother Project Application Review
➢ Submit complete, accurate plans and documents.
Extra time may be required for re -submittals as project application reviewers work on multiple applications and it
may be several days before they can look at your new or revised information.
➢ Designate a specific contact person to communicate with the City.
While the person designated as the applicant's contact person with the City can be changed, one individual with the
expertise for dealing with reviewer comments would be the best choice for the entire review process.
➢ Call staff regarding the status of your project only after the target date shown at the top of the page.
Although you should be contacted on or by the target date, please feel free to contact us if you haven't heard from us
by your target date. Staff may contact you before the target date if the initial review is complete. By following this
procedure, you will save time and allow the reviewers to complete the work more expeditiously.
Steps in the Permit Process
1. Counter Complete. Your application has been accepted as counter complete. This means all of the required
documents, as indicated on your Pre -Application Checklist have been submitted or have been approved for deferred
submittal. This does not prevent technical staff from requesting additional information as a result of their technical review.
2. Quality Check. The next step in the process is a quality check to make sure that the application is reviewable and free
from substantive flaws that would prevent technical staff from completing the technical review once it is started. When
this step is complete, your application will be routed to the appropriate staff and remain in their review queue until it
comes up for review.
3. Technical Compliance. Once an application is administratively complete, it is routed to technical staff for compliance
review. Depending on the type of project, technical staff may include multiple reviewers. You should be contacted by
phone, fax, email, or mail by your TARGET DATE once the initial technical compliance review is complete.
4. Permit Issuance. When the technical compliance review of the application is complete, including any subsequent re -
submittals, each reviewer will approve their section of the application and route it to the Permit Center. When all sections
of the application are received, a Permit Specialist will process the application and contact the person specified on your
application for permit pick-up. Information regarding fees and pre -construction meetings (if required) will be provided by
the Permit Specialist at that time.
WHITE -APPLICANT PINK -BUILDING FILE REV 9/07
sPokar►��
Valley
Site Address: 619 N DICK RD
Parcel Number: 45183.0259
Zoning: R-3
Fire District: FD 01
Project
Transnuttal
City of Spokane Valley
Community Development
Department
11703 E. Sprague Ave, Suite B3
Spokane Valley, WA 99206
Phone: 509.688.0036
Water District: HUTCHINSON
Applicant: REEVES, TYLER M & MISTY S
619 N DICK RD
SPOKANE VALLEY, WA 99212
(509) 951-7071
e-mail:
Contact: REEVES, TYLER M & MISTY S
619 N DICK RD
SPOKANE VALLEY, WA 99212
(509) 951-7071
e-mail:
Contractor: OWNER
( ) - 0
Project 15 X 21 BEDROOM ADDITION
Description:
Newproject
Previous pre -app meeting E]
Plan revisions ❑
Transmittal Date:
Tuesday, September 23, 2008
Project Number: 08003778
Owner: REEVES, TYLER M & MISTY S
619 N DICK RD
SPOKANE VALLEY, WA 99212
e-mail:
Occupant:
e-mail:
r /7
Arch / Engineer: 11E I w, FiD
1JZ
r---"% SEP 2 r; 20M
e-mail: 1 D) 11 H H f, PH 19 I
Please send all plan review and project comments via e-mail to the
highlighted individuals.
n
PLANNING CEP i , ,APPROVED
BY:�_
DATE:g/Z.1los
t
—�y'go#
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Ex�s'T�n1� h�a�SG
6 E q tri. INCA RD• s
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a
WASHINGTON STATE ENERGY CODE
TABLE 6-2
PRESCRIPTIVE REQUIREMENT So" FOR GROUP R OCCUPANCY
CLIMATE ZONE 2
* Reference Case
0. Nominal R -values are for wood frame assemblies only or assemblies built in accordance with Section 601.1.
1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area
of 13%, it shall comply with all of the requirements of the 15% glazing option (or higher). Proposed designs which cannot meet the
specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code.
2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings complying with note 3. 'Adv' denotes Advanced
Framed Ceiling.
3. Requirement applicable only to single rafter or joist vaulted ceilings where both (a) the distance between the top of the ceiling
and the underside of the roof sheathing is less than 12 inches and (b) there is a minimum 1 -inch vented airspace above the insulation.
Other single rafter or joist vaulted ceilings shall comply with the "ceiling" requirements. This option is limited to 500 square feet of
ceiling area for any one dwelling unit.
4. Below grade walls shall be insulated either on the exterior to a minimum level of R-12, or on the interior to the same level as
walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its
intended use, and installed according to the manufacturer's specifications. See Section 602.2.
5. Floors over crawl spaces or exposed to ambient air conditions.
6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according
to manufacturer's specifications. See Section 602.4.
7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation.
8. This wall insulation requirement denotes R-19 wall cavity insulation plus R-5 foam sheathing.
9. Doors, including all fire doors, shall be assigned default U -factors from Table 10-6C.
10. Where a maximum glazing area is listed, the total glazing area (combined vertical plus overhead) as a percent of gross
conditioned floor area shall be less than or equal to that value. Overhead glazing with U -factor of U=0.40 or less is not included in
glazing area limitations.
11. Overhead glazing shall have U -factors determined in accordance with NFRC 100 or as specified in Section 502.1.5.
12. Log and solid timber walls with a minimum average thickness of 3.5" are exempt from this insulation requirement.
Effective July 1, 2007
34
Glazin U -Factor
Doors
U -Factor
2
Ceiling
Vaulted
3
Ceiling
Wa1112
Above
Grade
Wall*
a
int
Below
Grade
Wall
ext
Below
Grade
Floors
Slab'
on
Grade
Option
Glazin
Area109
a
/o of Floor
Vertical
Overhead"
1.
12%
0.35
0.58
0.20
R-38
R-30
R-21
int'
R-21
R-12
R-30
R-10
0.58
0.20
R-38
R-30
R-19 +
R-21
R-12
R-30
R-10
II.*
15%
0.35
0.58
0.20
R-38
R-30
R-19 +
R-58
R-21
R-12
R-30
R-10
III.
17%
0.32
0.58
0.20
R-38 /
U=0.031
R-30 /
U=0.034
R-21
int? /
U=0.054
R-15
R-12
U=0.029
F 10
0.54
IV.
25%
Group R-1
0.35
and R-2
Occupancies
On]
0.35
0.58
0.20
R-38
R-30
R-19+
R-58
R-21
R-12
R-30
R-10
V.
Unlimited
Group R-3
and R-4
Occupancies
Only
0.20
R-49 or
R-38 Adv
R-38
R-21
inti
R-21
R-12
R-30
R-10
VI.
UnlimitedFEO,.58
Group R-3
and R-4
Occupancies
Only
0.20
R-38 /
U=0.031
R-30 /
U=0.034
R-21
inti /
U=0.054
R-15
R-12
U=0.029
F=0.054
VII.
Unlimited
Group R- I
and R-2
Occupancies
Only
* Reference Case
0. Nominal R -values are for wood frame assemblies only or assemblies built in accordance with Section 601.1.
1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area
of 13%, it shall comply with all of the requirements of the 15% glazing option (or higher). Proposed designs which cannot meet the
specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code.
2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings complying with note 3. 'Adv' denotes Advanced
Framed Ceiling.
3. Requirement applicable only to single rafter or joist vaulted ceilings where both (a) the distance between the top of the ceiling
and the underside of the roof sheathing is less than 12 inches and (b) there is a minimum 1 -inch vented airspace above the insulation.
Other single rafter or joist vaulted ceilings shall comply with the "ceiling" requirements. This option is limited to 500 square feet of
ceiling area for any one dwelling unit.
4. Below grade walls shall be insulated either on the exterior to a minimum level of R-12, or on the interior to the same level as
walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its
intended use, and installed according to the manufacturer's specifications. See Section 602.2.
5. Floors over crawl spaces or exposed to ambient air conditions.
6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according
to manufacturer's specifications. See Section 602.4.
7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation.
8. This wall insulation requirement denotes R-19 wall cavity insulation plus R-5 foam sheathing.
9. Doors, including all fire doors, shall be assigned default U -factors from Table 10-6C.
10. Where a maximum glazing area is listed, the total glazing area (combined vertical plus overhead) as a percent of gross
conditioned floor area shall be less than or equal to that value. Overhead glazing with U -factor of U=0.40 or less is not included in
glazing area limitations.
11. Overhead glazing shall have U -factors determined in accordance with NFRC 100 or as specified in Section 502.1.5.
12. Log and solid timber walls with a minimum average thickness of 3.5" are exempt from this insulation requirement.
Effective July 1, 2007
34
Provide locatioi
possible in line
110V power ne
Radon vent
pipe — within
thermal
envelope as mL
as possible
Crawlspace
ventilation less
than 1:300 or
operable vents
will require a
radon vent pip
Radon Requirements
Seal penetrations
at concrete
Aggregate
conforming to
specific criteria
Radon vent pip
in a "T" just below soil gas yu cwuc
retarder membrane membrane sealed at
foundations and all
penetrations
* Basement mitgation required only in higher risk radon counties
naUV1I NiNc LCI iiIII ICI Uc3
just below ground cover;
see detail in Figure 2.16
Basemene
— gas
retarder
membrane
Figure 2.14
2-22
Concealed
joints
must be
sealed
as require
separate radon vent
pipes or 3" minimum
diameter connection
per 30' of barrier
Note: See VIAQ 503.2.4 for membrane requirements in radon counties.
WSEC Builder's Field Guide 6th Edition • Washington State University Extension Energy Program
t. "JJLl l J L -LJ Y♦ C 'l . ♦ L+1LL11a.L1VL1 allLL LLJ.LLVV1 aiL L.iLLaIALy LVVV GULLLVLl rage L. / OI Li
51-13-503
Radon prescriptive requirements.
503.1 Scope: This section applies to those counties specified in section 501.2.2. This section establishes prescriptive
construction requirements for reducing the potential for radon entry into all Group R Occupancies, and for preparing the
building for future mitigation if desired.
In all crawlspaces, except crawlspace plenums used for providing supply air for an HVAC system, a continuous air
barrier shall be installed between the crawispace area and the occupied area to limit air transport between the areas. If a
wood sheet subfloor or other material is utilized as an air barrier, in addition to the requirements of section 502.1.6.2 of
the Washington state energy code, all joints between sheets shall be sealed.
503.2 Floors in Contact with the Earth
503.2.1 General: Concrete slabs that are in direct contact with the building envelope shall comply with the
requirements of this section.
EXCEPTION: Concrete slabs located under garages or other than Group R Occupancies need not comply with this
chapter.
503.2.2 Aggregate: A layer of aggregate of four inch minimum thickness shall be placed beneath concrete slabs. The
aggregate shall be continuous to the extent practical.
503.2.3 Gradation: Aggregate shall:
a) Comply with ASTM Standard C-33 Standard Specification for Concrete Aggregate and shall be size No. 8 or larger
size aggregate as listed in Table 2, Grading Requirements for Coarse Aggregate; or
b) Meet the 1988 Washington State Department of Transportation specification 9-03.1 (3) "Coarse Aggregate for
Portland Cement Concrete," or any equivalent successor standards. Aggregate size shall be of Grade 8 or larger as
listed in section 9-03.1 (3) C, "Grading"; or
c) Be screened, washed pea gravel free of deleterious substances in a manner consistent with ASTM Standard C-33
with one hundred percent (100%) passing a one-half (1/2) inch sieve and less than five percent (5%) passing a No. 16
sieve. Sieve characteristics shall conform to those acceptable under ASTM Standard C-33.
EXCEPTION: Aggregate shall not be required if a substitute material or system, with sufficient load bearing
characteristics, and having approved capability to provide equal or superior air flow, is installed.
503.2.4 Soil -Gas Retarder Membrane: A soil -gas retarder membrane, consisting of at least one layer of virgin
polyethylene with a thickness of at least six mil, or equivalent flexible sheet material, shall be either placed directly under
all concrete slabs so that the slab is in direct contact with the membrane, or on top of the aggregate with two inches (2")
minimum of fine sand or pea gravel installed between the concrete slab and membrane. The flexible sheet shall extend
to the foundation wall or to the outside edge of the monolithic slab. Seams shall overlap at least twelve inches. The
membrane shall also be fitted tightly to all pipes, wires, and other penetrations of the membrane and sealed with an
approved sealant or tape. All punctures or tears shall be repaired with the same or approved material and similarly
lapped and sealed.
http://apps.leg.wa.gov/WAC/default.aspx?cite=51-13&full=true 9/24/2007
503.2.5 Sealing of Penetrations and Joints: All penetrations and joints in concrete slabs or other -floor systems and
walls below grade shall be sealed by an approved sealant to create an air barrier to limit the movement of soil -gas into
the indoor air.
Sealants shall be approved by the manufacturer for the intended purpose. Sealant joints shall conform to
manufacturer's specifications. The sealant shall be placed and tooled in accordance with manufacturer's specifications.
There shall be no gaps or voids after the sealant has cured.
503.2.6 Radon Vent: One continuous sealed pipe shall run from a point within the aggregate under each concrete
slab to a point outside the building. Joints and connections shall be permanently gas tight. The continuous sealed pipe
shall interface with the aggregate in the following manner, or by other approved equal method: The pipe shall be
permanently connected to a 'T' within the aggregate area so that the two end openings of the "T" lie within the
aggregate area. A minimum of five feet of perforated drain pipe of three inches minimum diameter shall join to and
extend from the 'T."
The perforated pipe shall remain in the aggregate area and shall not be capped at the ends. The "T' and its
perforated pipe extensions shall be located at least five feet horizontally from the exterior perimeter of the aggregate
area.
The continuous sealed pipe shall terminate no less than twelve inches above the eave, and more than ten horizontal
feet from a woodstove or fireplace chimney, or operable window. The continuous sealed pipe shall be labeled "radon
vent." The label shall be placed so as to remain visible to an occupant.
The minimum pipe diameter shall be three inches unless otherwise approved. Acceptable sealed plastic pipe shall be
smooth walled, and may include either PVC schedule 40 or ABS schedule of equivalent wall thickness.
The entire sealed pipe system shall be sloped to drain to the sub -slab aggregate.
The sealed pipe system may pass through an unconditioned attic before exiting the building; but to the extent
practicable, the sealed pipe shall be located inside the thermal envelope of the building in order to enhance passive
stack venting.
EXCEPTION: A fan forced sub -slab depressurization system includes:
1) Soil -gas retarder membrane as specified in section 503.2.4;
2) Sealing of penetrations and joints as specified in section 503.2.5;
3) A three-inch continuous sealed radon pipe shall run from a point within the aggregate under each concrete slab to a
point outside the building;
4) Joints and connections shall be gas tight, and may be of either PVC schedule 40 or ABS schedule of equivalent in
wall thickness;
5) A label of "radon vent" shall be placed on the pipe so as to remain visible to the occupant;
6) Fan circuit and wiring as specified in section 503.2.7 and a fan.
If the sub -slab depressurization system is exhausted through the concrete foundation wall or rim joist, the exhaust
terminus shall be a minimum of six feet from operable windows or outdoor air intake vents and shall be directed away
from operable windows and outdoor air intake vents to prevent radon re -entrainment.
503.2.7 Fan Circuit and Wiring and Location: An area for location of an in-line fan shall be provided. The location shall
be as close as practicable to the radon vent pipe's point of exit from the building, or shall be outside the building shell;
and shall be located so that the fan and all downstream piping is isolated from the indoor air.
Provisions shall be made to allow future activation of an in-line fan on the radon vent pipe without the need to place
new wiring. A one hundred ten volt power supply shall be provided at a junction box near the fan location.
http://apps.leg.wa.gov/WAC/default.aspx?cite=51-13&full--true 9/24/2007
---.r --- ... ......i....i .. — ._....i ..,. c WM%J rdgr, Li OI Ly
503.2.8 Separate Aggregate Areas: If the four -inch aggregate area underneath the concrete slab is not continuous,
but is separated into distinct isolated aggregate areas by a footing or other barrier, a minimum of one radon vent pipe
shall be installed into each separate aggregate area.
EXCEPTION: Separate aggregate areas may be considered a single area if a minimum three-inch diameter connection
joining the separate areas is provided for every thirty feet of barrier separating those areas.
503.2.9 Concrete Block Walls: Concrete block walls connected to below grade areas shall be considered unsealed
surfaces. All openings in concrete block walls that will not remain accessible upon completion of the building shall be
sealed at both vertical and horizontal surfaces, in order to create a continuous air barrier to limit the transport of soil -gas
into the indoor air.
[Statutory Authority: RCW 19.27.190, 19.27.020, and chapters 19.27 and 34.05 RCW. 04-07-192, § 51-13-503, filed 3124/04, effective 711/04.
Statutory Authority: RCW 19.27.190, 19.27.020. 01-02-099, § 51-13-503, filed 113101, effective 7/1/01. Statutory Authority: RCW 19.27.190(2)
and 1992 c 132. 93-02-056, § 51-13-503, filed 1/6/93, effective 711/93. Statutory Authority: RCW 19.27.190. 91-01-102, § 51-13-503, filed
12/18/90, effective 7/1/91.)
http://apps.leg.wa.gov/WAC/default.aspx?clte=51-13&full---true 9/24/2007
WALL CONSTRUCTION
TABLE R602.3(1)
FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
DESCRIPTION OF BUILDING ELEMENTS
NUMBER AND TYPE OF
FASTENER°,bO
SPACING OF FASTENERS
Joist to sill or girder, toe nail
3-8d (2-1/2" x 0.113")
—
1" x 6" subfloor or less to each joist, face nail
2-8d (21/2" x 0.113")
2 staples, 13/4"
—
—
2" subfloor to joist or girder, blind and face nail
2-16d (31/2' x 0.135")
—
Sole plate to joist or blocking., face nail
16d (31/2" x 0.135")
16" o.c.
Top or sole plate to stud, end nail
2-16d (31/2" x 0.135")
—
Stud to sole plate, toe nail
3-8d (2'/2' x 0.113") or
2-16d (31/2' x 0.135")
—
Double studs, face nail
10d (3" x 0.128")
24" o.c.
Double top plates, face nail
10d (3" x 0.128")
24" o.c.
Sole plate to joist or blocking at braced wall panels
3-16d (31/2" x 0.135")
16" o.c.
Double top plates, minimum 24 -inch offset of end joints, face nail in
lapped area
8-16d (31/2" x 0.135")
—
Blocking between joists or rafters to top plate, toe nail
3-8d (21/2" x 0.113")
—
Rim joist to top plate, toe nail
8d (21/2" x 0.113")
6" o.c.
Top plates, laps at comers and intersections, face nail
2-10d (3" x 0.128")
—
Built-up header, two pieces with '/2" spacer
16d (31/2' x 0.135")
16" o.c. along each edge
Continued header, two pieces
16d (31/2' x 0.135")
16" o.c. along each edge
Ceiling joists to plate, toe nail
3-8d (21/2" x 0.113")
—
Continuous header to stud, toe nail
4-8d (21/2" x 0.113")
—
Ceiling joist, laps over partitions, face nail
3-10d (3" x 0.128")
—
Ceiling joist to parallel rafters, face nail
3-10d (3" x 0.128")
—
Rafter to plate, toe nail
2-16d (31/2" x 0.135")
—
1" brace to each stud and plate, face nail
2-8d (21/2' x 0.113")
2 staples, 13/q'
—
-
1" x 6" sheathing to each bearing, face nail
2-8d (21/2' x 0.113")
2 staples, 13/4"
—
—
1" x 8" sheathing to each bearing, face nail
2-8d (2'/2" x 0.113")
3 staples, 13/4"
—
—
Wider than 1" x 8" sheathing to each bearing, face nail
3-8d (21/2" x 0.113")
4 staples, 13/4"
—
—
Built-up corner studs
1 O (3" x 0.128")
24"o.c.
Built-up girders and beams, 2 -inch lumber layers
IOd (3" x 0.128")
Nail each layer as follows: 32" o.c. at
top and bottom and staggered. Two
nails at ends and at each splice.
2" planks
2-16d (31/2' x 0.1351?)
At each bearing
Roof rafters to ridge, valley or hip rafters:
toe nail
face nail
4-16d (31/2' x 0.135")
3-16d (31/2" x 0.135")
—
_
Rafter ties to rafters, face nail
3-8d (21/2" x 0.113")
—
Collar tie to rafter, face nail, or 11/4" x 20 gage ridge strap
3-10d (3" x 0.128")
—
(continued)
6-4 2006 INTERNATIONAL RESIDENTIAL CODE° COMMENTARY
WALL CONSTRUCTION
TABLE R602.3(i)—continued
FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 0.447 m/s; lksi = 6.895 MPa.
a. All nails are smooth -common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections shall have minimum aver-
age 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'/1,, 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 orgreater.
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'/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 100 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 sheath-
ing 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.
4 -The fastener schedule provides minimum nailing requirements (i.e., size, spacing) for connecting building elements
used in wood frame construction. For wood structural panels, both edge nailing and intermediate (field) nailing are
specified. In addition to the nailing for wood structural panels, fasteners are specified for gypsum wall sheathing, cel-
lulosic fiberboard wall sheathing and combination subfloor underlayment.
2006 INTERNATIONAL RESIDENTIAL CODE® COMMENTARY 6-5
SPACING OF FASTENERS
DESCRIPTION OF BUILDING
MATERIALS
DESCRIPTION OF FASTENER b, `, °
Edges (inches) I Intermediate supports`,B (Inches)
Wood structural panels, subfloor, roof and wall sheathing to framing, and particleboard wall sheathing to framing
5 1
6d common (2" x 0.113") nail (subfloor, wall)
6
129
16 z
8d common (21/2' x 0.131") nail (roof)'
19/32" _1"
8d common nail (21/2' x 0.131")
6
129
1/ „_11/ „
11/8"_11/4"
s °
IOd common (3" x 0.148") nail or
6
12
8d (21/2" x 0.131") deformed nail
Other wall sheathingh
1/2' structural cellulosic fiberboard
11/2" galvanized roofing nail 8d common
3
6
sheathing
(21/2' x 0.131") nail; staple 16 ga., 11/2" long
25/321 structural cellulosic
13/4' galvanized roofing nail 8d common
3
6
fiberboard sheathing
(21/2' x 0.131") nail; staple 16 ga., 13/4" long
'/2" gypsum sheathings
11/2' galvanized roofing nail;
6d common (2" x 0.131") nail; staple galvanized
4
8
11/2' long; 11/4' screws, Type W or S
13/4" galvanized roofing nail;
5/8" gypsum sheathings
8d common (21/2" x 0.131") nail; staple galvanized
4
8
15/8" long; 15/81' screws, Type W or S
Wood structural panels, combination subfloor underlayment to framing
3/," and less
6d deformed (2" x 0.120") nail or
6
12
4
8d common (21/2' x 0.131") nail
s
8d common (21/2" x 0.131") nail or
6
12
8d deformed (21/2" x 0.120") nail
1 O common (3" x 0.148") nail or
6
12
s 4
8d deformed (21/2' x 0.120") nail
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 0.447 m/s; lksi = 6.895 MPa.
a. All nails are smooth -common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections shall have minimum aver-
age 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'/1,, 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 orgreater.
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'/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 100 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 sheath-
ing 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.
4 -The fastener schedule provides minimum nailing requirements (i.e., size, spacing) for connecting building elements
used in wood frame construction. For wood structural panels, both edge nailing and intermediate (field) nailing are
specified. In addition to the nailing for wood structural panels, fasteners are specified for gypsum wall sheathing, cel-
lulosic fiberboard wall sheathing and combination subfloor underlayment.
2006 INTERNATIONAL RESIDENTIAL CODE® COMMENTARY 6-5
ROOF -CEILING CONSTRUCTION
Wood roof -ceiling construction must comply with
Section R802 or AF&PA/NDS, National Design Speci-
fication for Wood Construction. The references to
Chapter 6 figures are meant for buildings using ma-
sonry wall construction.
R802.3 Framing details. Rafters shall be framed to ridge board
or to each other with a gusset plate as a tie. Ridge board shall be
at least 1 -inch (25 mm) nominal thickness and not less in depth
than the cut end of the rafter. At all valleys and hips there shall be
a valley or hip rafter not less than 2 -inch (51 mm) nominal thick-
ness and not less in depth than the cut end of the rafter. Hip and
valley rafters shall be supported at the ridge by a brace to a bear-
ing partition or be designed to carry and distribute the specific
load at that point. Where the roof pitch is less than three units
vertical in 12 units horizontal (25 -percent slope), structural
members that support rafters and ceiling joists, such as ridge
beams, hips and valleys, shall be designed as beams.
❖ Traditional practice is to provide a ridgeboard between
opposite rafters as a nailing base and to provide a full
bearing for the rafter. Rafters must be placed directly
opposite each other, and the ridgeboard must have a
depth equal to the end of the rafter as illustrated in
Commentary Figure R802.3(1). Commentary Figure
R802.3(2) shows an option for framing opposing raf-
ters using a gusset plate.
R802.3.1 Ceiling joist and rafter connections. Ceiling joists
and rafters shall be nailed to each other in accordance with
Table R802.5.1(9), and the rafter shall be nailed to the top wall
plate in accordance with Table R602.3(1). Ceiling joists shall
be continuous or securely joined in accordance with Table
R802.5.1(9) where they meet over interior partitions and are
nailed to adjacent rafters to provide a continuous tie across the
building when such joists are parallel to the rafters.
Where ceiling joists are not connected to the rafters at the top
wall plate, joists connected higher in the attic shall be installed
as rafter ties, or rafter ties shall be installed to provide a contin-
uous tie. Where ceiling joists are not parallel to rafters, rafter
ties shall be installed. Rafter ties shall be a minimum of 2 -inch
RIDGE BOARD
CUT DEPTH OF
RAFTER (MIN)
ti
MIN 1 IN. NOMINALJI
RAFTER
For SI:1 inch = 25.4 mm.
Figure R802.3(1)
RIDGE BOARD
A
GUSSET PLATE
GUSSET PLATE
° I ° NAILED TO RAFTER
RAFTER ^°� RAFTER
RAFTER
A SECTION A -A
Figure R802.3(2)
RIDGE ALTERNATIVE—GUSSET PLATE TIE
8-4 2006 INTERNATIONAL RESIDENTIAL CODE® COMMENTARY
-861SE- Single 5-1/8" x 9" BOISE GLULAMTm 24F-V4/DF Roof Beam\RB01
BC CALCO 9.5 Design Report - US 1 span I No cantilevers 10/12 slope Tuesday, September 23, 2008 12:08
Build 91
File Name: BC CALC Project
Job Name: Description: RB01
Address: Specifier:
City, State, Zip: , Designer:
Customer: Company:
Code reports: ICBG 5745, LA - 01365 Misc:
-�0
12
B0, 3-1/2" B1, 3-1/2"
DL 806 lbs DL 806 lbs
SL 2900 lbs SL 2900 lbs
Total Horizontal Product Length = 14-06-00
Load Summary Live Dead Snow Wind Roof Live
Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib.
2 Unf. Area (psf) Left 00-00-00 14-06-00 10 40 10-00-00
Cautions
Member is not fully supported at post BO. A connector is required at this bearing.
Column at Bearing BO analyzed for bearing only, column analysis has not been performed.
Member is not fully supported at post B1. A connector is required at this bearing.
Column at Bearing 61 analyzed for bearing only, column analysis has not been performed.
For roof members with slope (1/4)/12 or less final design must ensure that ponding instability
will not occur.
For roof members with slope (1/2)/12 or less final design must account for Rain -on -Snow
surcharge load.
Notes
Design meets Code minimum (L/180) Total load deflection criteria.
Design meets Code minimum (L/240) Live load deflection criteria.
Design meets arbitrary (1") Maximum load deflection criteria.
Member Slope = 0, consider drainage.
Page 1 of 1
Disclosure
Completeness and accuracy of input must
be verified by anyone who would rely on
output as evidence of suitability for
particular application. Output here based
on building code -accepted design
properties and analysis methods.
Installation of BOISE engineered wood
products must be in accordance with
current Installation Guide and applicable
building codes. To obtain Installation Guide
or ask questions, please call
(888)234-0056 before installation.
BC CALC@, BC FRAMER@ , AJSTM,
ALLJOISTO , BC RIM BOARDTM, BCI@ ,
BOISE GLULAMTM' SIMPLE FRAMING
SYSTEM@ , VERSA -LAM@, VERSA -RIM
PLUS@ , VERSA -RIM@,
VERSA -STRAND@, VERSA -STUD@ are
trademarks of Boise Wood Products,
L.L.C.
Load
Controls Summary
Value
% Allowable
Duration
Case
Span Location
Pos. Moment
12599 ft -lbs
79.2%
115%
3
1 - Internal
End Shear
3174 lbs
33.9%
115%
3
1 - Left
Total Load Defl.
L/211 (0.798")
85.2%
3
1
Live Load Defl.
L/270 (0.624")
88.9%
3
1
Max Defl.
0.798"
79.8%
3
1
Span / Depth
18.7
n/a
0
1
% Allow
% Allow
Bearing Supports
Dim. (L x W)
Value
Support
Member
Material
BO Post
3-1/2" x 3-1/2"
3706 lbs
n/a
46.5%
Unspecified
B1 Post
3-1/2" x 3-1/2"
3706 lbs
n/a
46.5%
Unspecified
Cautions
Member is not fully supported at post BO. A connector is required at this bearing.
Column at Bearing BO analyzed for bearing only, column analysis has not been performed.
Member is not fully supported at post B1. A connector is required at this bearing.
Column at Bearing 61 analyzed for bearing only, column analysis has not been performed.
For roof members with slope (1/4)/12 or less final design must ensure that ponding instability
will not occur.
For roof members with slope (1/2)/12 or less final design must account for Rain -on -Snow
surcharge load.
Notes
Design meets Code minimum (L/180) Total load deflection criteria.
Design meets Code minimum (L/240) Live load deflection criteria.
Design meets arbitrary (1") Maximum load deflection criteria.
Member Slope = 0, consider drainage.
Page 1 of 1
Disclosure
Completeness and accuracy of input must
be verified by anyone who would rely on
output as evidence of suitability for
particular application. Output here based
on building code -accepted design
properties and analysis methods.
Installation of BOISE engineered wood
products must be in accordance with
current Installation Guide and applicable
building codes. To obtain Installation Guide
or ask questions, please call
(888)234-0056 before installation.
BC CALC@, BC FRAMER@ , AJSTM,
ALLJOISTO , BC RIM BOARDTM, BCI@ ,
BOISE GLULAMTM' SIMPLE FRAMING
SYSTEM@ , VERSA -LAM@, VERSA -RIM
PLUS@ , VERSA -RIM@,
VERSA -STRAND@, VERSA -STUD@ are
trademarks of Boise Wood Products,
L.L.C.
LP19 N ���, Rd
Cn ata
CA
AV
I
I
I
- - - - - - - L
LIVING AREA -
1454 sq ft R602.10.4 Brace Wall Panel min. 48 in. -96 in.
R602.10.5 Continuous Wood Structural Panel Sheathing
R602.10.6.1 Alternate Brace Wall Panel min.28in.-42in.
R602.10.6.2 Alternate Brace Wall Panel min.l6in.-24in.
IBC 2305 Engineered Shear Wall Bracing
CJ
C
I
N9I
I Mrrl
__1- -- - - cz�zx&-
I I
L - -----------------I-- ----------------
EMERGENCY EGRESS REQUIREMENTS
FROM SIEEPHIO ROOMS
1► NET CLEAR OPENING. 51 SQUARE FEET
GRADE FLOOR OPENING HEIGHT
44`) 5.0 SQUARE FfETLIVING
AREA ! NE1 CLEAR OPENING HEIGHT 241NCHES
i- NET I:LE AR OPENING MOTH 2OINCHES
3 MAX HNISHE D SILL HEIGHT 44• ABOVE FLOOR � �C �+ 7riT
i a.i RGN NCY E SCAPE b RESCUE OPENING SHALL BE +e���f4�1 `7 C� i
'i moi! ;T�At FROM THE INSIDE OF THE ROOM WITHOUT // 00[[
I HI I ISE Ot F t YS OR TOOLS
WHEN INTERIOR ALTERATIONS, REPAIRS OR ADDITIONS ( y o
REQUIRING A PERMIT OCCUR, OR WHEN ONE OR MORE
SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING
DWEI LINGS, THE DWELLING UNIT SHALL BE PROVIDED
WITH SMOKE ALARMS LOCATED AS REQUIRED FOR NEW
DWELLINGS.
$ SMOKE ALARMS SHALL BE INTERCON-
NECTED AND 14ARD WIRED IN SUCH A
MANNER THAT THE ACTIVATION OF ONE
ALARM WILL ACTIVATE ALL ALARMS.
(BEDROOMS, AREAS APPROACHING
BEDROOMS, VAULTED CEILING
WITH RISE OF 24" & ON EACH FLOOR)
36 YR. caMp 6�;O)P5
30W F-",+
1/8" GAP
BE vWEEN'SHEATH)*d �:50
,S Wef n�
,40# felt for ice
dam protection
io Z4"IA)$IC'�-dr'
Exmie-&O't
X 6 rr 4—
of ---
D.C.
K
CEILING: %" GWB allowed if
perpendicular to rafters or trusses
24" oc and no water based texture
used — otherwise 5/8" GWB.
Anchor Bolts- Min. ''/z"x 9"
with 7" concrete embedment
at 6' o.c. and 12" from ends
of sill plates.
6RA96 Cov7;.�uoas Iej6e- vel.
�/17 Tr tisS Gf I
llo
R A F T fl0_ PO S"r r dE
1�,L lam
�fiIN CvNNECTto N Qwt/LLr- a
R
-� (a t}-�k�5"r�� Glrtlf
Attic Ventilation
Al
13�
f
e
RIO
`r •i Damp -Proofing required on
Fro
0-1;A ' foundation walls from top of
footing to finished grade of
crawl space or basement
Radon Mitigation System
required with 6 mil
Vapor Barrier
rf/ L IAB
q per every Kk aq Ft of space
ventilated with at least 50% in the upper
oortion of roof ares_
11
')XIU1I IO�G.
t�/B,�ds rov�7�F
oNToP ��'WAI�
S�5
� Rfoo2.3ir�
t'oAJ�`h jrt d4.y
— M IN 7//!e sHtIEk-T��(I�1
N ,t
k
f
i
�6rludiael6'
I A)Sq ATa
_ SPOKANE VALLEY BUILDING DEPARTMENT
11707 E. Sprague Avenin_ n105, Spokane Valley, Washington 99200' - Td 509-68R-6036 -Fax 5D9-EB3-6037
Following is a typi:al cross-sec5on far a residenEal caage. it may not represent the proposed project If you are using Elis det;d
as a portion of your ptan subrr ital, please complete the requested informa5an in the boxes provided on both sides of this sheet
This completed sheet, along with any ad36anal info rna5on needs to be su5mhied with your aplfica5on and be on site at the time
of hSpec5on.
PROTECTION AND OPENINGS BETWEEN
NOT_:
DWELLWGS AND PRIVATE GARAGES SHALL HAVE:
Diagonal wall bracing required on
CONCRETE TO Cd#f0iA8DTAbY404.1.1(1)
each comer and every 25 feet of %a4
1)14ATERIALS APPROVED FOR ONE HOUR FIRE
Wags within 3 feet of a property fine or
PZSISTIVE CONSTRUCTION ON THE GARAGE SIDE-
Vhin 6 feet of a dwelling must be 1 hour
518' TYPE W GYP BOARD (I', SITABLE SPACE ABOVE)
rated. (518" type W gypsum sheathing
` 112" GYP BOARD (RESIDENCEIATTIC, FLOOR/CEILING)
on both sides of wall). openings are not
2) OPEH114GS BETWEEN GARAGE AND RESIDENCE
permitted in these "alts. Garages over
SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOLID OR
3,000 sq. ft. require protea5on when
HONEYCOIa CORE STEEL DOORS NOT LESS THAN 1 3B",
closer 0 -an 20 feet to the property fine.
OR 20 1ANUTE FIRE RATED DOORS.
Parapets may be required.
ALTrRtIATE FOU14DAT10N FOR
ACCESSORY BUILDINGS FROM
ENGINEERED TRUSS OR
CONCRETE TO Cd#f0iA8DTAbY404.1.1(1)
RAFTER SEE AND SPACING
SECTION A -A
ROOFING MATERIAL _ ,�.1�N (x.30
FOUNDATION WALLS - 3000 # PSI
"ROOFING
3o PAPER
SLABS, GARAGES, CARPORTS
& PORCHES - 3500 # PSI'
RAM
7�G. ROOF
. fY
f SHEATHING
DOUBLE TOP PLATE
= I ' :: '. r ;+' _�
•.
SOLID BLOCKING WALL HEIGHT
;'
BETWEEN.TRUSSES
l I 24" MIN.
- -
MIN 22
(2)_-4 REBAR �. __
WALL SHEATHING
I•—ir-4
2x_@_LL0.C.
Atl FOOT P 1T f. 19,
r. h
SIDING
PRESSURE TREATED
SOLE PLATE
' 4 .4 .:
CONCRETE SLAB
,
_ !•; J 6"MIN.
�3-1/2"
61 MI
• •�. ''.. 0 24"MIN.MIN.
. Ria ANCHOR BOLTS
24 "
6" MIN. ; 12 k9' Id1W.
.
( . • (7' INTO CONCRETE)
(2) f4 REBAR
t ' 6'0. C_ OR APPROVED
8.6"x12' ANCHOR INSTALLED
FOOTING PER MANUFACTURER.
Radon Mitigation System
i�depth for frost protection in the City of
required with 6 mil
Spokane Valley is 24 inches measured from the bottom
Vapor Barrier
of the footing to finish grade. Grade slope away from
building a minimum 6 inches in first 10 feet.
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
CITYCGIPY
TH!,S. BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
REVIEWED FOR CODE COMPLIANCE
SPOKANE VALLET PUIL ING DIVISION
_ TTt