2008, 08-01 Permit App: 08002948 RampProject Number: 08002948 Inv: /
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 8/1/2008 Page 1 of 2
Project Information:
Permit Use: BUILD ATT RAMP Contact: MOLL, DENNIS A
Address: 11717 E LENORA DR
C - S - Z: SPOKANE VALLEY, WA 99206
Setbacks: Front Left: Right: Rear: Phone: (509) 924-0375
Group Name:
Site Information: Project Name:
Plat Key: 000000 Name: Range
District: Sout
Parcel Number: 45284.0724
Block: Lot:
SiteAddress: 11717 E LENORA DR
Location:: CSV
Owner: Name: MOLL, DENNIS A
Address: 11717 E LENORA DR
SPOKANE VALLEY, WA 99206
Zoning: R-2 SF Res Suburban District
Water Distnct: 101 SPO CO WATER DIST#3B Hold: ❑
Area: 18,900 Sq Ft Width: 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Depth: 0 Right Of Way (ft): 0
Review Information: ,
Review
Building Plan Review
Released By:
Originally Released: 7/30/2008 By: tmelbourn
Landuse/Zoning/HE Conditions
Permits•
Released By:
Originally Released: 8/1/2008 By: LBARLOW
Operator: JD Printed By: JD
Print Date: 8/1/2008
Project Number: 08002948 Inv: /
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 8/1/2008 Page 2 of 2
Building Permit
Contractor: OWNER Firm: OWNER
Phone: (000) 000-0000
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
DECK OPEN R-3 VB 84 $1,260.00 84 $1,260.00
Item Description
RESIDENTIAL PERMIT FEE
WSBC SURCHARGE
SF PLNS RVW < 7999 SQ FT
Notes:
Totals: 84 $1,260.00 84 $1,260.00
Units Unit Desc
1 SELECT
1 SELECT
1 SELECT
Fee Amount
$69.25
$4.50
$27.70
Permit Total Fees: $101.45
Payment Summary:
Permit Type
Building Permit
Fee Amount Invoice Amount Amount Paid Amount Owing
$101.45 $101.45 $0.00 $10L45
$101.45 $101.45
$0.00 $101.45
Disclaimer:
Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information
contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be
complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of
the provisions of the code or of any other state or local laws or ordinances.
Signature:
Operator: JD Printed By: JD
Print Date: 8/1/2008
Spokane
aottiValley°
Community Development
Residential Construction
Permit Application
Permit Center
11703 E Sprague Ave, Suite B-3
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037
www.spokanevallev.org
PERMIT NUMBER: 4c1-)
PERMIT FEE:
New Construction
Addition/Remodel
vi Other:
Accessory Bldg
Deck
SITE ADDRESS:
/1711 e- L6>Jorq DP.. 5 poK4vJE'PLL&? i JA "2-oC.
ASSESSORS PARCEL NO: L/ ' 0 7 `4 LEGAL DESCRIPTION: LL.)%LC-AA I K MVAP
,-
rBuilding Owner? - ,, = a
5-ciiiiiiierimil''; x. - ---
„�.area.e
Name: i
1,%e1Jf,.,S.G�
Name'
// /
Address: SA -1.4\C, AS IN&ye
Address: `1 ���� ��
City: State: Zip:
City: State: Zip:
Phone: S D� Fa:.
141- il11k x :501
Phone: Fax:
GARAGE SQ. FTG:EC
3jO
Contractor Lic No: Exp Date:
Confact.Peiiii -,, -_ ,-_ r. •r': = .-_.- -.
OF BEDROOMS:
i
City Business Lic. No:
Name: ei_N(RA Nott,
SEWER OR SEPTIC?
sEuJ&SC
Phone: F D•i 141 -1114
etl
Describe the scope of work in detail:
tiwit.D RFFMP c'' -,oP ct=/ ANJ krri1OlE/)
C-A\15AT ilf FCo/JT OF 'THE 140L5,
Proposed Use:
PA?
Cost of t, w MR$ a
.TU/ Ex t$TouNv r N I -K -WA /
•(write N/A if not applic e)**********************
HEIGHT TQ PEAK:
N/A
DIMENSIONS: i;./ x 2ij 1
/
# OF STORIES:TOTAL
/
HABITABLE SPACE:
3, !vy So, Fr
-•/ 2-'g
MAIN FLOOR TO SO.
FTG: b 7 O
2"" FLOOR SQ. FTG:
/q
UNFIN BASEMENT Q. FTG:
t//
IMPERVIOUS SURFACE
AREA: 3.,2- 44 ZC-1 r ld.,..:imFINISHED
BASEMENT
SQ. FTG: j j (o
GARAGE SQ. FTG:EC
3jO
C PATIO SQ. FTG:
Cp
�/�PROPERTY:
30% SLOPES ON
%�c#
OF BEDROOMS:
i
CONSTRUCTION TYPE:EAT
to )J Fi9MC
SOURCE:
&AS--CLEcrfiC
SEWER OR SEPTIC?
sEuJ&SC
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 prosed
SIGNATURE:
Method of Paymen
❑ Cash
Bankcard #:
Authorized Signature:
REVISED 2)15/07
/ ❑ Check
DATE: 7 ',3D —
r
9 Mastercard 9 VISA
Expires: VIN#:
Spokane
#Valley
Community Development
Residential Construction n New Construction n Accessory Bldg
Permit Application n Addition/Remodel ❑ Deck
Other:
Permit Center
11703 E Sprague Ave, Suite B-3
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037
www.sookanevalley.org
PERMIT NUMBER: L \4 6,
PERMIT FEE:
%es
SITE ADDRESS:
i17(1 e- L(tJoto .Le-. 5poggrrt "i u.k? tAJA t?t2OC-
ASSESSORS PARCEL NO: 14, O 70214
LEGAL DESCRIPTION: i t) 1-1661-C/4 A I R 'a Arty f
_
'ttdtn Owner:: r�� i �[: _a is ...x x:• ", '�ti
Bu g ' .•
/� It ._a >�=v''.r s(� �1=j_ f.£5—;5.
rl:entraetei:Tc - L, \h,.. �� ,—�^t���: �l:�'•. n _ b, ^. c
-
Name:
��I�sjc
Name:
'/v,kicOw/4/�
Address: /j'1`n� /kS ��CV1✓
s IN
Address: �
City: - C State: Zip:
City: State: Zip:
Phone: S0.141- 1 Fax:..U9
Phone: Fax:
GARAGE SQ. FTG:
31,70
Contractor Lic No: Exp Date:
> ,P•�. yS .. gtii• 'It, y;a,i�•,.•. 4 �,-� rd�' .P •p3�
�Coutacf Person:. , . -}';:_,;::,:'r.r• -. -- :+ -�_ ��. •
# OF BEDROOMS:
'7
City Business Lic. No:
Name: t -N I RA 1o\
SEWER OR SEPTIC?
sEz.✓C—<
Phone: <o 141-" I TM
Describe the scope of work in detail:,{ .�4 Cost of Project:M$ N
4UWLD RAW'/ ':OP of AND ,{7t/i0/Ejl 'TO, EX tsniiJ AIN "ENray WALt-L✓A',
i AVcS AT fHE FRONT OF 'Ti£ 11005P
Proposed Use: iOHE,LCi-FR g. M14?
*************The followin MUST be complete: (write N/A if not applicable)
**********************
HEIGHT TO PEAK:
NYA
g
DIMENSIONS: i -ii k 0.9 1
'+-
# OF STORIES:
/
TOTAL HABITABLE SPACE:
31 l Lit/ SO , (1---
TMAIN
t,.0 --12t-
MAINFLOOR TO SQ.
FTG:/(o EO
2m) FLOOR SQ. FTG:
N/A -
UNFIN BASEMENT SQ. FTG:
N/n
IMPERVIOUS SURFACE
AREA: 3 ;,2 -r->< Z ukt la cis
FINISHED BASEMENT
SQ. FTG: / y (0 `f
GARAGE SQ. FTG:
31,70
DECK/COV. PATIO SQ. FTG:
1 J/4-
30% SLOPES ON 1 n
PROPERTY: /.^-C
# OF BEDROOMS:
'7
CONSTRUCTION TYPE:
t Q b FCAP1E
HEAT SOURCE:
65,45 - Cap ye/ C
SEWER OR SEPTIC?
sEz.✓C—<
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 pro .-sed
SIGNATURE:
Method of Payme
❑ Cash
Bankcard #:
Authorized Signature:
REVISED 2/15/07
❑ Check ❑ Mastercard
Expires:
DATE: 7 ' 3O — 61?
❑ VISA
VIN#:
Sioliane
Vafley°
vw
.04
For
Aa<tii.9��-
For City Use �Oyn�ly p
PLUS Project Number (� 4'�� t�
Project Address
\i\1 ` .1 einr7va
11703 E Sprague Ave Suite 8-3 • Spokane Valley WA.99206
509.688.0036 • Fax: 509.688.00374 perrf»tcenter®sp•okanevattey.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 fdr.
any reason we cannot meet this date, we will contact you with a revised target date. .
Your application review TARGET DATE is C&' Gn'1ef?
`.
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. -
L.
Etra flute mem be required for re -submittals as project application reviewers work on multiple applications and. it
may he several clays before they can look al roar 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 Ci/ can be changed, one individual with the
expertise for dealing with reviewer continents would he the best choice for the eiuire reriew.process. .
i 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 befbre the targe/ dale if the iitilial'review, is' complete. By following this
procedure, you will save time at/fallow 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 Lip for'review. '
3. Technical Compliance. Once an application is administratively complete, it is routed to technical staff fof corhpliance
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 coinpliance 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
CITY OE r
Spokane
Valley
Site Address: 11717 E LENORA DR
Parcel Number: 45284.0724
Zoning: R-2
Fire District: FD 01
Project
Transmittal
City of Spokane Valley
Community Development
Department
11703 E. Sprague Ave, Suite 133
Spokane Valley, WA 99206
Phone: 509.688.0036
New projc
Previous pre -app meeting ❑
Plan revisions 0
Transmittal Date:
Wednesday; July 30, 2008
Project Number: 08002948
Water District: SPO CO WATER DIST#3B
Applicant:
e-mail:
Contact:
MOLL, DENNIS A
11717 E LENORA DR
SPOKANE VALLEY. WA 99206
(509) 924-0375
MOLL, DENNIS A
11717 E LENORA DR
SPOKANE VALLEY, WA 99206
(509) 924-0375
e-mail:
Contractor: OWNER
( ) - 0
Owner: MOLL, DENNIS A
11717 E LENORA DR
SPOKANE VALLEY, WA 99206
e-mail:
Occupant:
e-mail:
Arch / Engineer:
e-mail:
Project
Description: BUILD ATT RAMP
Building
Landuse
Engineer
Utilities
Health
Fire Dist
Assessor
APPLICATIO
SITE PLAN
PLAN
S
1
Please send all plan review and project comments via e-mail to the
highlighted individuals.
*Wane
Valley®
For City Use Only
PLUS Project Number c, ) i /�iU? r
Project Address
i C> . elf, r -Air
11703 E Sprague Ave Suite 13-3 1 Spokane Valley 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 �n ( % -
4
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
i Submit complete, accurate plans and documents.
Extra time may be required for re -submittals as project application reviewers work on multiple applications and if
mar 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 Citv 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 corhpliance
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 REV9/07
0
4
r
5(Tc
PLANNING DEPT. APPROVED
BY• t-,icsy3
DATE. Fvo, I, Zcas
24
1;zes 6b
MN-
Y/T i:: 6 sapopt. s'—e& pS T•
�'i—
FItOPE� 4�NE-j — —
N{
4g /OR4 •.R/V`, ._
eloW/ED BY DCA/Abf Mou_ 1/7/7 �.
0,J 07 -31-c7 To ADP 12-555 4-C-rQSFL P2oP61U Y uri .
rkn
Ji
TE" 'FLA Ni
A.
ip5f t•l&
,JO*
011
V
dr t)H22
FE-- t lit -44
•Itb cr
cu. 9L) et;956D "Nt41?
(pi
4 -
211
3
.A.
4-EA/07?4
//7/7 E.
65-1.
1
recess area on both sides of the profile. The forger
recess shall begin within a distance of 3/4 inch (19
mm) measured vertically from the tallest portion of
the profile and achieve a depth of at least 5/16 inch (8
mm) within 7/8 inch (22 mm) below the widest por-
tion of the profile. This required depth shall con-
tinue for at least 3/8 inch (10 mm) to a level that is not
less than 13/, inches (45 mm) below the tallest por-
tion of the profile. The minimum width of the hand-
rail above the recess shall be 1'/, inches (32 mm) to
a maximum of 23/4 inches (70 mm). Edges shall
have a minimum radius of 0.01 inch (0.25 mm).
R311.5.7 Illumination. All stairs shall be provided with
illumination in accordance with Section R303.6.
R311.5.8 Special stairways. Spiral stairways and bulkhead
enclosure stairways shall comply with all requirements of
Section R311.5 except as specified below.
R311.5.8.1 Spiral stairways. Spiral stairways are per-
mitted, provided the minimum width shall be 26 inches
(660 mm) with each tread having a 7'/Z inches (190 mm)
minimum tread depth at 12 inches from the narrower
edge. All treads shall be identical, and the rise shall be no
more than 9'/3 inches (241 mm). A minimum headroom
of 6 feet 6 inches (1982 mm) shall be provided.
R311.5.8.2 Bulkhead enclosure stairways. Stairways
serving bulkhead enclosures, not part of the required
building egress, providing access from the outside grade
level to the basement shall be exempt from the require-
ments of Sections R311.4.3 and R311.5 where the maxi-
mum height from the basement finished floor level to
grade adjacent to the stairway does not exceed 8 feet
(2438 mm), and the grade level opening to the stairway is
covered by a bulkhead enclosure with hinged doors or
other approved means.
R311.6 Ramps.
R311.6.1 Maximum slope. Ramps shall have a maximum
slope of one unit vertical in twelve units horizontal (8.3 -per-
cent slope).
Exception: Where it is technically infeasible to comply
because of site constraints, ramps may have a maximum
slope of one unit vertical in eight horizontal (12.5 percent
slope).
R311.6.2 Landings required. A minimum 3 -foot -by -3 -foot
(914 mm by 914 mm) landing shall be provided:
1. At the top and bottom of ramps.
2. Where doors open onto ramps.
3. Where ramps change direction.
R311.63 Handrails required. Handrails shall be provided
on at least one side of all ramps exceeding a slope of one unit
vertical in 12 units horizontal (8.33 -percent slope).
R311.6.3.1 Height. Handrail height, measured above
the finished surface of the ramp slope, shall be not less
than 34 inches (864 mm) and not more than 38 inches
(965 mrn).
BUILDING PLANNING
R311.6.3.2 Handrail grip size. Handrails on ramps
shall comply with Section R311.5.6.3.
R311.6.3.3 Continuity. Handrails where required on
ramps shall be continuous for the full length of the ramp.
Handrail ends shall be returned or shall terminate in
newel posts or safety terminals. Handrails adjacent to a
wall shall have a space of not less than 1.5 inches (38
mm) between the wall and the handrails.
SECTION R312
GUARDS
R312.1 Guards. Porches, balconies, ramps or raised floor sur-
faces located more than 30 inches (762 mm) above the floor or
grade below shall have guards not less than 36 inches (914 mm)
in height. Open sides of stairs with a total rise of more than 30
inches (762 mm) above the floor or grade below shall have
guards not less than 34 inches (864 mm) in height measured
vertically from the nosing of the treads.
Porches and decks which are enclosed with insect screening
shall be equipped with guards where the walking surface is
located more than 30 inches (762 mm) above the floor or grade
below.
R312.2 Guard opening limitations. Required guards on open
sides of stairways, raised floor areas, balconies and porches
shall have intermediate rails or ornamental closures which do
not allow passage of a sphere 4 inches (102mm) or more in
diameter.
Exceptions:
1. The triangular openings formed by the riser, tread and
bottom rail of a guard at the open side of a stairway are
permitted to be of such a size that a sphere 6 inches
(152 mm) cannot pass through.
2. Openings for required guards on the sides of stair
treads shall not allow a sphere 4 3/g inches (107 mm) to
pass through.
SECTION R313
SMOKE ALARMS
R313.1 Smoke detection and notification. All smoke alarms
shall be listed in accordance with UL 217 and installed in
accordance with the provisions of this code and the household
fire warning equipment provisions of NFPA 72.
Household fire alarm systems installed in accordance with
NFPA 72 that include smoke alarms, or a combination of
smoke detector and audible notification device installed as
required by this section for smoke alarms, shall be permitted.
The household fire alarm system shall provide the same level of
smoke detection and alarm as required by this section for
smoke alarms in the event the fire alarm panel is removed or the
system is not connected to a central station.
R313.2 Location. Smoke alarms shall be installed in the fol-
lowing locations:
1. In each sleeping room.
2006 INTERNATIONAL RESIDENTIAL CODE® 55
BUILDING PLANNING
shall be so installed such that the required fire resistance will
not be reduced.
Exceptions:
1. Membrane penetrations of maximum 2 -hour
fire -resistance -rated walls and partitions by steel
electrical boxes that do not exceed 16 square inches
(0.0103 m 2) in area provided the aggregate area of
the openings through the membrane does not
exceed 100 square inches (0.0645 m2) in any 100
square feet (9.29 m2) of wall area. The annular
space between the wall membrane and the box shall
not exceed 1/8 inch (3.1 mm). Such boxes on oppo-
site sides of the wall shall be separated as follows:
1.1. By a horizontal distance of not less than 24
inches (610 mm) except at walls or parti-
tions constructed using parallel rows of
studs or staggered studs;
1.2. By a horizontal distance of not less than the
depth of the wall cavity when the wall cav-
ity is filled with cellulose loose -fill,
rockwool or slag mineral wool insulation;
1.3. By solid fire blocking in accordance with
Section R602.8.1;
1.4. By protecting both boxes with listed putty
pads; or
1.5. By other listed materials and methods.
2. Membrane penetrations by listed electrical boxes
of any materials provided the boxes have been
tested for use in fire -resistance -rated assemblies
and are installed in accordance with the instruc-
tions included in the listing. The annular space
between the wall membrane and the box shall not
exceed 1/8 inch (3.1 mm) unless listed otherwise.
Such boxes on opposite sides of the wall shall be
separated as follows:
2.1. By a horizontal distance of not less than 24
inches (610 mm) except at walls or parti-
tions constructed using parallel rows of
studs or staggered studs;
2.2. By solid fire blocking in accordance with
Section R602.8;
2.3. By protecting both boxes with listed putty
pads; or
2.4. By other listed materials and methods.
3. The annular space created by the penetration of a
fire sprinkler provided it is covered by a metal
escutcheon plate.
SECTION R318
MOISTURE VAPOR RETARDERS
R318.1 Moisture control. In all framed walls, floors and
roof/ceilings comprising elements of the building thermal
envelope, a vapor retarder shall be installed on the warm -
in -winter side of the insulation.
Exceptions:
1. In construction where moisture or freezing will not
damage the materials.
2. Where the framed cavity or space is ventilated to
allow moisture to escape.
3. In counties identified as in climate zones 1 through 4
in Table N1101.2.
SECTION R319
PROTECTION AGAINST DECAY
R319.1 Location required. Protection from decay shall be
provided in the following locations by the use of naturally
durable wood or wood that is preservative treated in accor-
dance with AWPA U 1 for the species, product, preservative
and end use. Preservatives shall be listed in Section 4 of
AWPA U1.
1. Wood joists or the bottom of a wood structural floor
when closer than 18 inches (457 mm) or wood girders
when closer than 12 inches (305 mm) to the exposed
ground in crawl spaces or unexcavated area located
within the periphery of the building foundation.
2. All wood framing members that rest on concrete or
masonry exterior foundation walls and are less than 8
inches (203 mm) from the exposed ground.
3. Sills and sleepers on a concrete or masonry slab that is in
direct contact with the ground unless separated from
such slab by an impervious moisture barrier.
4. The ends of wood girders entering exterior masonry or con-
crete walls having clearances of less than 0.5 inch (12.7
mm) on tops, sides and ends.
5. Wood siding, sheathing and wall framing on the exterior
of a building having a clearance of less than 6 inches (152
mm) from the ground.
6. Wood structural members supporting moisture -perme-
able floors or roofs that are exposed to the weather, such
as concrete or masonry slabs, unless separated from such
floors or roofs by an impervious moisture barrier.
7. Wood furring strips or other wood framing members
attached directly to the interior of exterior masonry walls
or concrete walls below grade except where an approved
vapor retarder is applied between the wall and the furring
strips or framing members.
R319.1.1 Field treatment. Field -cut ends, notches and
drilled holes of preservative -treated wood shall be treated in
the field in accordance with AWPA M4.
R319.1.2 Ground contact. All wood in contact with the
ground, embedded in concrete in direct contact with the
ground or embedded in concrete exposed to the weather that
supports permanent structures intended for human occu-
pancy shall be approved pressure -preservative -treated
wood suitable for ground contact use, except untreated
wood may be used where entirely below groundwater level
or continuously submerged in fresh water.
60 2006 INTERNATIONAL RESIDENTIAL CODE®
i
1
R319.1.3 Geographical areas. In geographical areas
where experience has demonstrated a specific need,
approved naturally durable or pressure -preservative -treated
wood shall be used for those portions of wood members that
form the structural supports of buildings, balconies, porches
or similar permanent building appurtenances when those
members are exposed to the weather without adequate pro-
tection from a roof, eave, overhang or other covering that
would prevent moisture or water accumulation on the sur-
face or at joints between members. Depending on local
experience, such members may include:
I . Horizontal members such as girders; joists and deck-
ing.
2. Vertical members such as posts, poles and columns.
3. Both horizontal and vertical members.
R319.1.4 Wood columns. Wood columns shall be approved
wood of natural decay resistance or approved pressure -pre-
servative -treated wood.
Exceptions:
1. Columns exposed to the weather or in basements
when supported by concrete piers or metal pedes-
tals projecting 1 inch (25.4 mm) above a concrete
floor or 6 inches (152 mm) above exposed earth
and the earth is covered by an approved impervi-
ous moisture barrier.
2. Columns in enclosed crawl spaces or unexcavated
areas located within the periphery of the building
when supported by a concrete pier or metal pedes-
tal at a height more than 8 inches (203mm) from
exposed earth and the earth is covered by an imper-
vious moisture bamer.
R319.1.5 Exposed glued -laminated timbers. The portions
of glued -laminated timbers that form the structural supports
of a building or other structure and are exposed to weather
and not properly protected by a roof, eave or similar covering
shall be pressure treated with preservative, or be manufac-
tured from naturally durable or preservative -treated wood.
R319.2 Quality mark. Lumber and plywood required to be
pressure -preservative -treated in accordance with Section
R319.1 shall bear the quality mark of an approved inspection
agency that maintains continuing supervision, testing and
inspection over the quality of the product and that has been
approved by an accreditation body that complies with the
requirements of the American Lumber Standard Committee
treated wood program.
R319.2.1 Required information. The required quality
mark on each piece of pressure -preservative -treated lumber
or plywood shall contain the following information:
I. Identification of the treating plant.
2. Type of preservative.
3. The minimum preservative retention.
4. End use for which the product was treated.
5. Standard to which the product was treated.
6. Identity of the -approved inspection agency.
BUILDING PLANNING
7. The designation "Dry," if applicable.
Exception: Quality marks on lumber less than 1
inch (25.4 mm) nominal thickness, or lumber less
than nominal 1 inch by 5 inches (25.4 mm by 127
mm) or 2 inches by 4 inches (51 min by 102 mm)
or lumber 36 inches (914 mm) or less in length
shall be applied by stamping the faces of exterior
pieces or by end labeling not less than 25 percent
of the pieces of a bundled unit.
R319.3 Fasteners. Fasteners for pressure -preservative and
fire -retardant -treated wood shall be of hot -dipped zinc -coated
galvanized steel, stainless steel. silicon bronze or copper. The
coating weights for zinc -coated fasteners shall be in accor-
dance with ASTM A 153.
Exceptions:
1, One -half-inch (12.7 mm) diameter or larger steel
bolts.
2. Fasteners other than nails and timber rivets shall be
permitted to be of mechanically deposited zinc -
coated steel with coating weights in accordance with
ASTM B 695, Class 55, minimum.
SECTION R320
PROTECTION AGAINST
SUBTERRANEAN TERMITES
R320.1 Subterranean termite control methods. In areas sub-
ject to damage from termites as indicated by Table R3012(1),
methods of protection shall be one of the following methods or
a combination of these methods:
1. Chemical termiticide treatment, as provided in Section
R320.2.
2. Termite baiting system installed and maintained accord-
ing to the label.
3. Pressure -preservative -treated wood in accordance with
the AWPA standards listed in Section R319.1.
4. Naturally termite -resistant wood as provided in Section
R320.3.
5. Physical barriers as provided in Section R320.4.
R320.1.1 Quality mark. Lumber and plywood required to
be pressure -preservative -treated in accordance with Section
R320.1 shall bear the quality mark of an approved inspec-
tion agency which maintains continuing supervision, test-
ing and inspection over the quality of the product and which
has been approved by an accreditation body which complies
with the requirements of the American Lumber Standard
Committee treated wood program.
R320.1.2 Field treatment. Field -cut ends, notches, and
drilled holes of pressure -preservative -treated wood shall be
retreated in the field in accordance with AWPA M4.
R320.2 Chemical termiticide treatment. Chemical
termiticide treatment shall include soil treatment and/or field
applied wood treatment. The concentration, rate of application
and method of treatment of the chemical termiticide shall be in
strict accordance with the termiticide label.
2006 INTERNATIONAL RESIDENTIAL CODE® 61
1
1
OV>;-kAe' ° !1itvJ '»e
PR SE.AaC racAv°OA-T o co,�ST��i:�I�N WITH
Woo° 0/L QRPo/i a 7 �
6ARAr &
02)0 T.4c-Y
SK ,3 c r
S('Lsr4-
1 0
CoRp✓ER 8McES -6T-op m,1+-%T�' c6LA5 HK
CON cart !O1 r{/tCrU%� ' -f�
No Wut,U T'a � Cc�7rlc-r- r ,� C C-r;,C-� --T-p, SiGPSANJ-b l
IN�1.YWPit, WikEz.G In��KJ T'E) Z‘?3iai' tb,uc4ZETE F4SIER
t,JS( /
MMMEAD C-046`/")& rrD ? 15 3��r CD)K PLtewoeb
Alt 6..56 S+f/N ?/Ze-5&gvu 1G.- u;cob 5uKrtAc.�5
EN'r+RC tMaIP UnJa42 cav$� EH %r ov&R146iJ& ofc ,+cu 5&
Aut N°T
Eo RA -,ti
NEXT
S7E P
AG . 2TUOVAJ
atrrb�r;,,t
vrir,d\L-9py t..
771
DV11OJIUS
t 4O(Ta392b GJ,.i2,13 ('
,
0
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
iF TRUSSES, BEAMS AND ._
-in Sv" I"EMS PRIOR TO FRAMING
CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
1`ry'11ey
REVIEWED FOR
SPOKANE O.] " COMPI IANCE
VALLEY G: WING IVIS,U,N
—FAA 7 0 r•
-