2008, 04-03 Permit App: 08001016 DeckProject Numbbr: 08001016 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 4/3/2008 Page 1 of 2
Project Information:
Permit Use: INSTALL NEW 16 X 21 DECK Contact: GORDEYEV, VLADIMIR A & NADEZHD
Address: 16416 E EASTLAND CT
C - S - Z: SPOKANE VALLEY, WA 99216
Setbacks: Front Left: Right: Rear: Phone: (509) 496-2588
Group Name:
Site Information: Project Name:
:'IM 6F°-.Ao Pn'ta;.,,i';' "T'c%°i '`m:+:': R ,. •F."" .s --,,d'."tr,'N';'':77"vt': 74
Plat Key: 005426 Name: CHINOOK NO 2 ADD District: East
Parcel Number: 46364.0604
Block: Lot:
SiteAddress: 16416 E EASTLAND CT
Location:: CSV
Zoning: R-3 SF Res District
Owner: Name: GORDEYEV, VLADIMIR A & NAD
Address: 16416 E EASTLAND CT
SPOKANE VALLEY, WA 99216
Water District: 134 CONSOLIDATED ID #19 Hold: ❑
Area: 12,265 Sq Ft Width: 80 Depth: 144 Right Of Way (ft): 50
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review Information: 4,s,„..((3.,zwyryirtr.,,n.5hf,,sroa,„
Review
Building Plan Review
Released By:
Originally Released:
Landuse/Zoning/HE Conditions
Permits:
4/3/2008 By: tmelbourn
Released By:
Originally Released: 3/24/2008 By: mpalaniuk
Operator: jmm Printed By: jmm
Print Date: 4/3/2008
Project Number: 08001016 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 4/3/2008 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 DECK 340 $5,100.00 340 $5,100.00
Item Description
RESIDENTIAL PERMIT FEE
WSBC SURCHARGE
SF PLNS RVW < 7999 SQ FT
Notes:
Totals: 340 $5,100.00 340 $5,100.00
Units Unit Desc
1 SELECT
1 SELECT
1 SELECT
Fee Amount
$125.25
$4.50
$50.10
Permit Total Fees: $179.85
.4,7,4. 4.7'+it 4.-'2 0 14/3111 .RR ' �ti'i`1�i111':'KiYn,#.Y.l'i;; er-': ;Y.eL:w.,'�`r, t:.: wt`:oi':-r;:.b.<: g.::,i•':,..:';R:?'•.:LX=+F.i is 4:4,n0 tin APt /III'.S IAAft 46.10.
MAXIMUM OF 30 RESIDENCES UNTIL WATER SYSTEM COMPLETE PER FIRE DISTRICT
1 - JEF 11/18/94
Issued home occupation Affidavit of Exemption 1/15/2008 - Vladimir Gordeyev, "Tile Works" (mjp)
PaymentSummarV: /az47:. Ft.raiA• A,,.�*.,._ , •Au. ...,�: w.w ..:-.,._ .�: �;;s �4.arc.
Permit Type
Building Permit
Fee Amount Invoice Amount Amount Paid Amount Owing
$179.85 $179.85 $0.00 $179.85
$179.85 $179.85 $0.00 $179.85
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: jmm
Print Date: 4/3/2008
ne
Valley
-
Community Development
Residential Construction
Permit Application
Permit Center
11703 E Sprague Ave, Suite B-3
Spokane Valley, WA 9ui.CEtVED BY
(509)688-0036 FAF1 _WANE VALLEY
www. spokanevalley. org
MAR 2 1 2008
P ER
T
PERMIT NUMBER:S? , /0
PERMIT FEE:
NiArvitonstruction
1 Ion/Remodel
Other:
Accessory Bldg
Deck
SITE ADDRESS: /6 4 /6 e -i/ Y,c')oica._,e /2... y 14' 4 99 6,
ASSESSORS PARCEL NO: LEGAL DESCRIPTION:
Building Owner:
DIMENSIONS: .
/.,X 2 r "
# OF STORIES:
Name: (7/a_0/ii.4.4 iia
MAIN FLOOR TO SQ.
FTG:
211u FLOOR SQ. FTG:
Address: /6 4 / (,,, E E
0._ d e
City: 0
/-30 7e v , / /le y
State:WA
Zip: 91.2 IL
Phone: (c 0 9).i/cit_ a.s.---e?
Fax:
# OF BEDROOMS:
Contact Person
Name:
Phone:
Describe the scope of work in detail:
Contractor:
DIMENSIONS: .
/.,X 2 r "
# OF STORIES:
Name: // d #.,/
i. c...f ; E C., oe ch ye.-'
MAIN FLOOR TO SQ.
FTG:
211u FLOOR SQ. FTG:
Address: /6 4 /6 E E_-„. fri? dc _ /
IMPERVIOUS SURFACE
AREA:
City: s,ei„, e fre y State: a/4 Zip:,
..z.
j.,4
Phone: (r) 4 y 6, _ -z s-pir Fax:
# OF BEDROOMS:
CONSTRUCTION TYPE:
Contractor Lic No: Exp Date:
SEWER OR SEPTIC?
City Business Lic. No:
Cost of Project: $ / Sc0
Proposed Use:
**************The followingMUST be c **********************
HEIGHT TO PEAK:
DIMENSIONS: .
/.,X 2 r "
# OF STORIES:
TOTAL HABITABLE SPACE:
MAIN FLOOR TO SQ.
FTG:
211u FLOOR SQ. FTG:
(JNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
AREA:
FINISHED BASEMENT
SQ. FTG:
GARAGE SQ. FTG:
DEC(' COV. PATIO S.. FTG:
390
30% SLOPES ON
PROPERTY:
# OF BEDROOMS:
CONSTRUCTION TYPE:
HEA OURC •
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 proces ed.
SIGNATURE.
Method of Payment:
Cash
Bankcard #:
Authorized Signature:
REVISED 2/15/07
El Check
o Mastercard
Expires:
DATE:
ED VISA
VIN#:
kane °#1\111Iallk
SlU11703 E Sprague Ave Suite B-3♦ Spokane Valley WA 99206
♦ 509.688.0036 ♦Fax: 509.688.0037
4,0
Valle
Y
Completed Building and Mechanical Application with: Accurate address, Parcel
Number and/or Legal Description, description of work, owner and contractor
information, signature and date.
Three (3) sets of plans including Site Plan, elevations, floor plans, foundation plans
with details, roof plan, framing plans and details.
❑X Show the height of any proposed buildings or accessory structures.
❑X Floor plan for each floor: Dimension to scale(minimum 1/8") and label each room
(including sq footage of house and garage on plans) show each level of existing
house and square footage of any additions.
❑X Egress windows: Provide at least one window or exterior door approved for
emergency escape or rescue from basement and in every room for sleeping.
Floor framing details: Joist type, size, spacing and installation details.
❑X Roof framing plan and details
❑X Furnace and hot water heater location
❑X All header locations: type, size and connections
❑X Foundation plan
❑X Insulation information
Decks and Stairway details
All braced wall panel types: show locations and details of installation, including
engineered design
Smoke detector locations
22" x 30" attic access location
18" x 24" crawl space access
One-hour separation detail: between house and garage
Spokane
Valley
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 J
Plan revisions D
Transmittal Date:
Friday, March 21, 2008
Site Address: 16416 E EASTLAND CT Project Number: 08001016
Parcel Number: 46364.0604
Zoning: R-3 Water District: CONSOLIDATED ID #19
Fire District: FD 01
Applicant: GORDEYEV, VLADIMIR A & NADEZ
16416 E EASTLAND CT
SPOKANE VALLEY, WA 99216
(509) 496-2588
e-mail:
Contact: GORDEYEV, VLADIMIR A & NADEZ
16416 E EASTLAND CT
SPOKANE VALLEY, WA 99216
(509) 496-2588
e-mail:
Contractor: OWNER
( ) - 0
Owner: GORDEYEV, VLADIMIR A & NADE
16416 E EASTLAND CT
SPOKANE VALLEY, WA 99216
e-mail:
Occupant:
e-mail:
Arch / Engineer:
e-mail:
IECENW/ED
Project INSTALL NEW 16 X 21 DECK
Description:
Building
Landuse
Engineer
Utilities Health
Fire Dist
Assessor
APPLICATIO
N
CONSTRUCTION PLAN
SITE PLA
N
TD
Please send all plan review and project comments via e-mail to the
highlighted individuals.
Spokane
Valley®
For City Use Only
PLUS Project Number / v
Project Address
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 target date.
Your application review TARGET DATE is
2 s"1
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
• Job Truss ---- _ - Truss Type Qty Ply
080608 Al SCISSORS 9 1
PRO -BUILD, SPOKANE,WA., BJ
A-64-0-0-0-0 5-8-10 5+10 4-10-14 10,7-8 4-10-14 15,6-6 5-8-10 21,34:0482,3-8
Scale = 1:3
Job Reference (optional)
7.030 s Jan 3 2008 MiTek Industries, Inc. Wed Apr 02 14:44:27 2008 Pa
4x6 =
4
3x9
• 0.9-0
5-8-10
5.8-10
4-10-14
10,7-8 4-10-14
15,6-6
5-8-10
3x9
Sq-Ck:21-3-1
Plate Offsets (X,Y): [2:0-2-11,0_1-8],[5:0-0-0,0-0-0], [6:0-2-11,0-1-8), [8:0-0-0,0-0-0[, 19:0-4-8,0-3-01
LOADING(psf)
TCLL 30.0
(Roof Snow=30.0)
TCDL 7.0
BCLL 0.0
BCDL 10.0
LUMBER
SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP
Plates Increase 1.15 TC 0.43 Vert(LL) -0.35 8-9 >719 240 MT20 185/148
Lumber Increase 1.15 BC 0.64 Vert(TL) -0.65 8-9 >381 180
Rep Stress Incr YES WB 0.87 Horz(TL) 0.51 6 n/a n/a
Code IRC2006/TP12002 (Matrix) Weight: 74 Ib
TOP CHORD 2 X 4 HF 1800F 1.6E
BOT CHORD 2 X 4 HF 1800F 1.6E
WEBS 2 X 4 DF Stud/Std
BRACING
TOP CHORD
Structural wood sheathing directly applied or 3-4-1 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (Ib/size)
2 = 1071/0-5-8
6 = 1071/0-5-8
Max Horz
2 = 51(LC 7)
Max Uplift
2 = -19(LC 7)
6 = -19(LC 8)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD
1-2 = 0/51 2-3 = -3752/0 3-11 = -2828/0
4-11 = -2757/0 4-12 = -2757/0 5-12 = -2828/0
5-6 = -3753/0 6-7 = 0/51
BOT CHORD
2-10 = 0/3403 9-10 = 0/3410 8-9 = 0/3410
6-8 = 0/3403
WEBS
3-10 = 0/201 3-9 = -954/86 4-9 = 0/1980
5-9 = -954/97 5-8 = 0/201
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.2psf; BCDL=6.0psf; Category II; Exp B; enclosed;
MWFRS (low-rise); cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-05; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct= 1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16 0 psf or 2.00 times flat roof load
of 30.0 psf on overhangs non -concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live
loads
6)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.
7) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula.
Building designer should verify capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 Ib
uplift at joint 2 and 19 Ib uplift at joint 6.
9) This truss is designed in accordance with the 2006 International Residential Code sections
R502 11.1 and R802.10.2 and referenced standard ANSI/TPI 1
LOAD CASE(S)
Standard
21,3-0
Sq-Ck:21:
•
Job ' ' • . Truss Truss Type Qty Ply
080608 Al SCISSORS 9 1
_ Job Reference (optional)
PRO -BUILD, SPOKANE,WA., BJ 7.030 s Jan 3 2008 MiTek Industries, Inc. Wed Apr 02 14:44:27 2008 P:
-1.04-0-8+0 5-8-10 5-8-10 4-10-14 10,7-8 4-10-14 15,6-6 5-8-10 21,34-0482,34
Scale = 1:3
4x6 =
4
3x9
. 0+0
5-8-10
5-8-10
4-10-14
10,7-8
4-10-14
15,6-6
5-8-10
3x9
Sq-Ck:213-1
Plate Offsets (X,Y_)- [2_0-2-11,0-1-8] [5:0-0-0,0-0-0j, [6:0-2-11,0-1-8], [8:0-0-0,0-0-0], [9:0-4-8,0-3-0]
LOADING(psf)
TCLL 30.0
(Roof Snow=30.0)
TCDL 7.0
BCLL 0.0
BCDL 10.0
LUMBER
SPACING 2-0-0 CSI DEFL in (loc) Ildefl Lid PLATES GRIP
Plates Increase 1.15 TC 0.43 Vert(LL) -0.35 8-9 >719 240 MT20 185/148
Lumber Increase 1.15 BC 0.64 Vert(TL) -0.65 8-9 >381 180
Rep Stress Incr YES WB 0.87 Horz(TL) 0.51 6 n/a n/a
Code IRC2006/TP12002 (Matrix) Weight: 74 Ib
TOP CHORD 2 X 4 HF 1800F 1.6E
BOT CHORD 2 X 4 HF 1800F 1.6E
WEBS 2 X 4 DF Stud/Std
BRACING
TOP CHORD
Structural wood sheathing directly applied or 3-4-1 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (Ib/size)
2 = 1071/0-5-8
6 = 1071/0-5-8
Max Horz
2 = 51(LC 7)
Max Uplift
2 =
6 =
-19(LC 7)
-19(LC 8)
FORCES (Ib) - Maximum Compression/MMxj
TOP CHORD `'a' A '�� t-�•
1-2 = 0/51 L —��3� 3752
4-11 = -2757/0 4``-�j -2757
5-6 = -3753/0 6-7 = 0/51
BOT CHORD
2-10 = 0/3403
6-8 = 0/3403
WEBS
3-10 = 0/201 3-9 = -954/86
5-9 = -954/97 5-8 = 0/201
9-10 = 0/3410
= -2828/0
5-12 = -2828/0
8-9 = 0/3410
4-9 = 0/1980
NOTES
1) Wind: ASCE 7-05; 90mptk h=25R; TCDL=4.2psf; BCDL=6.0psf; Category II; Exp B: enclosed;
MWFRS (low-rise); cantileve(,Ieftand nght,exposad ; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-bS;, f-�OtMf'ps1(fiat rodf snow); Category 11; Exp 5; Partially Exp.; Ct= 1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load
of 30 0 psf on overhangs non -concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live
loads
6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide wilt fit between the bottom chord and any other members.
7) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula
Building designer should verify capacity of bearing surface
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 Ib
uplift at joint 2 and 19 Ib uplift at joint 6.
9) This truss is designed in accordance with the 2006 International Residential Code sections
R502 11 1 and R802.10.2 and referenced standard ANSI/TPI 1
LOAD CASE(S)—
Standard
21,3-0
Sq-Ck:21
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIoNS
CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
REVIEWED FOR CO"E QOMPLIANCE
SPOKANE VALLEY ING DIVISION
---PCit 1
-r— 3'-0" maximum
—3.5" maximum clear
36"
minimum
Decking
1 on center.
remedge or
o center of
be Ph"
houm
Ifgreeter than 4'-0"
provide a min. of
4x4 braces at pool -
lo -beam connections
(Muiroum Post
Height shall not be
more than 10 feet)
Girder
/44 74‘
Joist 2 -XI
Post
8' min
etal bueup
1" min. above concrete or
alr provide Treated wood
IP
4 rtiinimum if covered 12" min
i.].1.: --l:
Natural Grade
•I4-- 7' min to daylight
Minimum 2000 psi
fooling
3" minimum
Post
l'__
2000 psi concrete (minimum
3' minimum
36"
mudmmn
i
Ifgreater than 4'-0"
provide a min. of
4x4 braces at post -
lo -beam connections
(Maximum Post
Height shall not be
more than 10 feet)
I(.�
• / ti.•
,.
Glider
Decking
Waling Dwelling
M
hist 2 }c! a
C• C.
Post & Beam Connection detail (interior condition)
Post Cep installed per manufacturer's instruction
IB" min.
1+
Knevee bbrrace
sf)
: fi. 1,y 11d Beam
111 rikT
18" min. (4x4)
. {, p
Two I/2" diameter lag brace
�'It Kne1
bolls lop and bottom typical
etal buecap
I" min. above concrete or
provide treated wood
]
I 6" minimum
Natural Grade
17
24" minimum if covered
Y 1
12" minimum
ledger attachment must be bolted through -
e fk iti/L4Z 00Lr.1 ( tCD°CI e.
14" max -
Overhang —41
AZ4ILr'1Sa,
Post & Beam Connection detail
osi cop imitated per mauufecluner's instruction
18" min.
(4a4)
Knee brace
4T�BhY,r�1 ��':t�rFY
tie
18" min. (4x4
Knee brace
Two 112" diameter lag
Indic lup and bottom typical
21 '3"
o
1
3 bc 0I
Tfl—"A
I CI
130-s-# 6)(6>e 9
Y: Pot
Ile.4 a I
Lexeve I—
C ie-cci in 0/
2.40,(2tis 4.0 gie tek6 aki;e a.4"
cp
RECEIVED BY
CITY OF SPOKANE VALLEY
APR 0 3 2008
BY:
PERMIT CENTER
1•••••••••110
11
3 col
•
Po -R-1 x- 9
c I
-
/6/(1, E- a-5 -1
P0 frle l4a../k2X W4 492(17.,
1
1 ;
2 .(.5- 8
Lik7OOSSZA
Ck5
rr,
/64(6Et_=a_-.3-8,34,64-,1-,
3 Po:k ,,e y wa v9216I
1
1
vviz//es /€y,
20
0/
Rc7r'p0/ ' I tr
PLANNING DEPT, APPROVED