2008, 07-07 Permit App: 08002545 DeckProject Number: 08002545 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 7/7/2008 Page 1 of 2
Project Information:
Permit Use: NEW 12 X 16 DECK Contact: ROUSE, KENNETH D & MICHELE L
Address: 16410 E EASTLAND CT
C - S - Z: SPOKANE VALLEY WA 99216
Setbacks: Front Left: Right: Rear: Phone: (509) 891-7758
Group Name:
Site Information: Project Name:
Plat Key: 005426 Name: CHINOOK NO 2 ADD District: East
Parcel Number: 46364.0605 Block: Lot:
SiteAddress: 16410 E EASTLAND CT
Location:: CSV
Zoning: R-3 SF Res District
Owner: Name: ROUSE, KENNETH D & MICHELE
Address: 16410 E EASTLAND CT
SPOKANE VALLEY, WA 99216-154
Water District: 134 CONSOLIDATED ID #19 Hold: L
Area: 13,960 Sq Ft Width: 80 Depth: 151 Right Of Way (ft): 50
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review Information:
Review
Building Plan Review
Released By:
Originally Released: 7/7/2008 By: tmelbourn
Landuse/Zoning/HE Conditions
Permits:
Released By:
Originally Released: 7/3/2008 By: LBARLOW
Operator: JD Printed By: jmm
Print Date: 7/7/2008
Project Number: 08002545 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 7/7/2008 Page 2 of 2
Contractor. OWNER
Building Permit — —
Firm: OWNER
Phone: (000) 000-0000
This Application: Total Project:
Description Gra Type Notes Su Ft Valuation Sq Ft Valuation
DECK OPEN R-3 VB 192 $2,880.00 192 $2,880.00
Totals: 192 $2,880.00 192 $2,880.00
Item Description Units Unit Desc Fee Amount
RESIDENTIAL PERMIT FEE 1 SELECT $83.25
WSBC SURCHARGE 1 SELECT $4.50
SF PLNS RVW < 7999 SQ FT 1 SELECT $33.30
Permit Total Fees: $121.05
Notes:
MAXIMUM OF 30 RESIDENCES UNTIL WATER SYSTEM COMPLETE PER FIRE DISTRICT 1 -
JEF 11/18/94
Payment Summary:
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $121.05 $121.05 $0.00 $121.05
$121.05 $121.05 $0.00 $121.05
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: jmm Print Date: 7/7/2008
SiZkane
PERMIT NUMBER:
PERMIT FEE:
127S
(Staff jise
0
CITY OF SPOKANE VALLEY
Community Development Department
Permit Center
11703 East Sprague Avenue, Suite B-3
Spokane Valley, WA 99206
Tel: (509) 688-0036
Fax: (509) 688-0037
permitcenterOspokanevalley.orcl
RESIDENTIAL CONSTRUCTION PERMIT APPLICATION
El NEW CONSTRUCTION
0 ADDITION/REMODEL 0 ACCESSORY BUILDING
DECK 0 OTHER
SITE ADDRESS: EAST 16410 EASTLAND COURT, SPOKANE VALLEY, WA 99216-1549
ASSESSORS PARCEL NO.:46364.0605 LEGAL DESCRIPTION:LoT #5, BLOCK #6,
CHINOOK #2
BUILDING OWNER NAME: HUSBAND AND WIFE
NAME:KENNETH D. ROUSE & MICHELE L. ROUSE
ADDREs5:E. 16410 EASTLAND COURT
CrrY:SPOKANE VALLEY STATE:WA Zip:99216-1549
pHoNE:509.891.7758 FAx:N/A cm:509.710.8521
CONTACT NAME:KEN OR MICHELE ROUSE
PHoNE509.891.7758
FAx:N/A
cELL:509.710.0952
CONTRACTOR NAME:OwNER
MAILING ADDRESS:E. 16410 EASTLAND COURT
Crry:SPOKANE VALLEY
pHoNE:509.891.7758
CONTRACTOR LICENSE NO.:N/A
FAx:N/A
EXPIRES:N/A
STATE:WA Zip:99216-1549
CELL:509.710.8521
CITY BUSINESS LICENSE NO. N/A
DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE:
REPLACING ALL EXISTING ROTTEN BOARDS TO EXISTING DECK WITH COMPOSITE AND PRESSURE TREATED LUMBER AND TO
CORRECT SIZE OF LUMBER TO MEET CODE PER INTERNET. ALSO REDUCE SIZE FROM 13x201 TO 12X161. To REPLACE
BOARDS ON FRON PORCH.
PROPOSED USE:
PERSONAL AND ENTERTAINMENT.
r.72,Y
crry,':----: VALLEY
JUL 0 2 2008
BY:
****YOU MUST COMPLETE THE FOLLOWING****
A IF NOT PLICABLE
Height to Peak:
Dimensions:
No. of Stories:
Total Habitable
Space:
Main Floor SQ
FT:
Upper Floor SQ
FT:
Unfinished Basement
SQ FT:
Finished Basement
SQ FT:
Garage SQ FT:
Deck/Covered Patio
SQ FT:192 0
Impervious Surface
Area:
30% Slopes on
Property:
No. of
Bedrooms:
Construction
Type:
Heat Source:
Sewer or
Septic:
TOTAL COST OF PROJECT: $3,000
DISCLAIMER
The permitted verifies, acknowledges and agrees by their signature that: 1) if this permit is for construction 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 • e. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) The City of
Spokane Valley permit is not permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional
information may be r ruir o be submitted and suqquently approved before this application can be processed.
Method of payment: tJcast
Bankcard #:
Visa
EXP:
Date:
Method
/-7_01-00Pi
CI Mastercard
VIN#:
Authorized Signature:
..., 'I rwr-7
Sitiblane4��r Milley
Project
Transmittal
City of Spokane Valley
Community Development
Department
11703 E. Sprague Ave, Suite B3
Spokane Valley, WA 99206
Phone: 509.688.0036
New project
Previous pre -app meeting 0
Plan revisions 0
Transmittal Date:
Wednesday, July 02, 2008
Site Address: 16417 E EASTLAND CT Project Number: 08002545
Parcel Number: 46364.0609
Zoning: R-3 Water District: CONSOLIDATED ID #19
Fire District: FD 01
Applicant: ROSENBAUM, PAUL D & KATHRYN
16417 E EASTLAND CT
SPOKANE, WA 99216
(509) 892-7688
e-mail: e-mail:
Contact: ROSENBAUM, PAUL D & KATHRYN Occupant:
16417 E EASTLAND CT e-mail:
SPOKANE, WA 99216
(509) 892-7688
e-mail:
Owner: ROSENBAUM, PAUL D & KATHRY
16417 E EASTLAND CT
SPOKANE, WA 99216
Contractor: OWNER
() -0
Arch / Engineer:
e-mail:
'-=
JUL 0
1
Project
Description: NEW 12 X 16 DECK
Building
Landuse
Engineer
Utilities
Health
Fire Dist
Assessor
APPLICATIO
AITE PLA
PLAN
Please send all plan review and project comments via e-mail to the
highlighted individuals.
Project
Transmittal
City of Spokane Valley
Community Development
Department
11703 E. Sprague Ave, Suite B3
Spokane Valley, WA 99206
Phone: 509.688.0036
New project
Previous pre -app meeting 0
Plan revisions
Transmittal Date:
Wednesday, July 02,2008
Site Address: 16417 E EASTLAND CT Project Number: 08002545
Parcel Number: 46364.0609 C.: K Nk.)z L-61-61
Zoning: R-3
Fire District: FD 01
Water District: CONSOLIDATED ID #19
Applicant: ROSENBAUM, PAUL D & KATHRYN Owner: ROSENBAUM, PAUL D & KATHRY
16417 E EASTLAND CT 16417 E EASTLAND CT
SPOKANE, WA 99216 SPOKANE, WA 99216
(509) 892-7688
e-mail: e-mail:
Contact: ROSENBAUM, PAUL D & KATHRYN Occupant:
16417 E EASTLAND CT e-mail:
SPOKANE. WA 99216
(509) 892-7688
e-mail:
Contractor: OWNER
() -0
Arch / Engineer:
e-mail:
Project
Description: NEW 12 X 16 DECK
Building
Landuse
Engineer
Utilities
Health
Fire Dist
Assessor
APPLICATIO
AITE PLA
PLAN
Please send all plan review and project comments via e-mail to the
highlighted individuals.
Spokane
Valley®
For City Use Only
PLUS Project Number D (V 45
Project Address
((n41O t .(:a`> 4 C
11703 E Sprague Ave Suite B-3 ♦ 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 t rget date.
Your application review TARGET DATE is
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
CA12Aid:Y36,-(i.OL05-
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RECEIVED BY
CITY OF SPOKANE VALLEY
JUL 02 2008
PERMI- CENTER
Decking
ri on muter.
Dom edge of
to owner of
be 1 -ifs"
dmum
36"
minimum
3',0" maximum
111111111111 11\
glider
II greater than 4'-0"
provide a oda. of
4x4 broom et pod -
to -beim iom,ollons
(Maximum Post
Height shall mot be
mar, than 10 feet)
Pmt
earl basceap
1" min. above concrete or
provide trusted wood
min
mum 2000 psi
Noting
laimum
19 minimum if covered iii min
Natural Grade
7' min to daylight
36"
nrinlanten
If greeter Own 4'41"
meld, ■ aria. of
04 broom et pooh
Io -been connections
(Maximum Post
Height shall not be
more ihen 10 feet)
Post & Beam Connection detail (interior condition)
roil Cap Inslell,d per mmointouan'a Iniuoo4on
tel baaecep
In. above concrete et
ide treated wood
minimum
24" minimum if covered
2000 psi concrete (minimum Il
)" minimum ji lit mum
Two 111" dlam,ler lag
bolts lop and baaom typloel
1" min. (4i4)
Kae p bice
Natural Grade
earn
Isdger ellaclunsnl meet be bolted through
IN Z ��
le" man.
Overhang
4x4
Knee brow
Post & Beater Connection detail
ep implied per muiulUitner's instruction
11" min.
IMO
I1 1 eebr
Kwbrie
learn
Two or diameter lag
bolls top and bottom Yokel
PAL 33 4.10 GUAM
N gµ1 A PER
4.14. SP iefteC Oj
PASSI1.0
01414
13434. MAXFO0RHA `OflmL EA E T.t 161
13814
PASS µROUGFI 1401*
rivalwAO"""
8
PRESCRIPTIVE RESIDENTIAL DECK CONSTRUCTION GUIDE
Figure 8: Post -to -Beam Attachment
Requirements
(1) 3x or 4x or
(2) 2x beam
beam must bear
fully on 6x6 notch
6x6 min.
(2) 1/2" diameter thru-
botts with washers
notch post to
accomodate beam
Figure 9: Prohibited Post -to -Beam Attachment
Condition
RIM JOIST REQUIREMENTS
Attach a continuous rim joist to the ends of joists as
shown in Figure 11. Attach decking to the rim joist as
shown in Figure 11. For more decking attachment
requirements, see DECKING REQUIREMENTS.
Figure 10: Alternate Approved Post -to -Beam
Column Cap Attachment
Figure 11: Rim Joist Connection Details
joists
rim joist
secure decking to top of rim joist with
#10 x 3" minimum wood screw @ 6" o.c.
NAILS NOT PERMITTED
attach rim joist to end of each joist with (5) #10 x 3"
minimum wood screws; NAILS NOT PERMITTED (the
number of screws may be reduced to 3 if there is no guard
or, when a guard post is present, its connection is per
the GUARD POST ATTACHMENT details)
American Wood Council
•
16 PRESCRIPTIVE RESIDENTIAL DECK CONSTRUCTION GUIDE
GUARD POST ATTACHMENTS
Deck guard posts shall be a minimum 4x4
(nominal) No.2 or higher grade (for species
listed in Table 1) or with an adjusted bending
design value not less than 1,050 psi.
GUARD POST TO OUT SIDI?-JOIST: Guard
posts I'm guards %vhielt run parallel to the deck
joists shall he attached to the outside -joist per
Figure 25.
Figure 25: Guard Post to Outside Joist Detail
guard posts may be
located on either
side of the outside -
joist
guard post
(2)1/2" dia. thru-
bolts and washers
outside -joist
see FIGURE 24 for guard
component attachment
requirements
at first interior bay, provide
2x blocking at guard posts:
toe nail with 10d common
nails top and bottom, each
side
outside -joist -,-.-
SECTION
GUARD POST TO RIM JOIST: Guard posts for
guards that run perpendicular to the deck joists shall be
attached to the rim joist in accordance with Figure 26.
As shown in Figure 26, hold-down anchors must be
installed to attach the guard post and rim joist to the
guard
post
PLAN VIEW
deck joists. There shall be a minimum of two bolts at the
hold-down anchors' attachment to the joist. Only hold-
down anchor models meeting these minimum
requirements shall be used.
Figure 26: Guard Post to Rim Joist Detail
see FIGURE 24 for guard
component attachment
requirements
hold-down anchor
minimum (2)1/2"
diameter thru-
bolts and
washers
joist
rim joist
SECTION
guard post
hold-down anchor
joists
align guard
post at joist
locations
rim joist
hold-down anchor
at joist location
between joists
PLAN VIEWS
American Wood Council
guard post
rim joist
DECKS: Ledger board requires'' V2" lag bolt @ 16" o.c. with
flashing behind. Guardrail 36 in. high required if floor more than
30 in. above grade. Picket spacing no more than 4 in. apart. Posts
require approved base and beam connectors. Min. 24 in. frost
protection to finish grade with min. 12 in. footing base.
•
N
0 M ; L K 3 •I H GF E
A. 2x3" composite top rail, 4'3"( L); w/ 2x4" composite bottom rail, 4"5"( L) each section = 3 sections total
B. 2x2" composite spindles 2'1" (2.5 spindles per 1' of railing) (8 spindles per sec. = 24 total)
C. 4x4" Composite railing posts for 4'4" (h) (4 each)
D. 1x8" Composite riser 4' (L) w/ 5/4x6" Composite steps 4' (L) (1.4 steps Total w/ 2 boards each step)
E. 2x1.2" Pressure treated stringers, 14' ( L) (4 or 5 each)
F. 6x6" Pressure Treated Posts (2 each)
G. 2x10" Pressure treated stairbeams 4' (L) (2 each)
H. 6x6" Pressure treated posts 7'2" (H) (3 each NOT 6)
�
I! 2x10" Pressure treated deck beams 15'11"( w) (4 each)
1x12" Composite Fascia board 16'( L) (1 each)
5/4x6" Composite Decking 14'11" ( L) within picture frame look (26 each + 2 for end caps)
►A
►B
C
D
3.
K.
L.
lel � tJ
� Z ,cg F t -o 0-0 IS f i 0 C'
2x3" composite top rail, 4'11"( L); w/ 2x4" composite bottom rail, 4"11"(
2x3" composite top rail, 5'6"( L); w/ 2x4" composite bottom rail, 5'6"( L)
2x3" composite top rail, 3'8"( L); w/ 2x4" composite bottom rail, 3'8"( L)
M. 1x12" Composite Fascia board 12'( L) (2 each = both sides)
N. House Wall - Exterior (south side)
O. 1'(w)x24"(h) Footings dug per 6x6 posts
I.
V8 iF Pct At0EOc7 z 'i coNcAd,,—&
L) each section = 3 sections total (south side)
each section = 2 sections total (west side)
each section = 2 sections total (east/steps side)
NC:dc:h VITC°_I
ox of [lotIOTtng
Buy SmartDrawl- purchased copies print this
document without a watermark.
Visit www.smartdraw.com or call 1-800-768-3729.
12FT
Hou e Wall
Slid 42ft
Windows
Garage Door'
Deck Rail/Posts
16ft
14ft
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
CITY COPY
THIS BUILDING SUBJECT
TO FIELD 1NSPECTtON CORRECTIONS
REVIEWED FOR CODE C• PLI ' CE
SPOKANE VALLEY BUILD! ' G DIV ION
til 7 7 6