2009, 09-18 Permit Application: 08003728 Deck RoofCITY OF 00"
Spokane
jV�lley
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.spokanevalley.org
PERMIT NUMBER: 31
PERMIT FEE:
New Construction
(� Addition/Remodel
Other:
Accessory Bldg
Deck
SITE ADDRESS:
u- lo•
C-sA
ASSESSORS PARCEL NO: LEGAL DESCRIPTION:
Building Owner:
DIMENSIONS:
I -'� a'
# OF STORIES:
N A
Name:
MAIN FLOOR TO SQ.
FTG:
Namel`c_eJJ
Address:
IMPERVIOUS SURFACE
AREA: n' ri
FINISHED BASEMENT
SQ. FTG: Pi
City:
State:
Address:
Phone:
11-7 i G -
ask'
;Mkt._.‘
Exp Date:
City:
I
State: ice; ,�
Zip: 9,i
c.
Phone:
S '1,
lc -7-1
Fax:
Contact Person
Name: D ��'1 r`1
Phone: Sur g=12 1e:1‘1
Describe the scope of work in detail:
c� ^,
Contractor: �4r►E
DIMENSIONS:
I -'� a'
# OF STORIES:
N A
Name:
MAIN FLOOR TO SQ.
FTG:
2Nu FLOOR SQ. FTG:
N
Address:
IMPERVIOUS SURFACE
AREA: n' ri
FINISHED BASEMENT
SQ. FTG: Pi
City:
State:
Zip:
Phone:
Fax:
HEAT SOURCE:
n c 1z
Contractor Lic No:
Exp Date:
City Business Lic. No:
Cost of Project: $ SbC u
W P.. .� \\ cif
Proposed Use:
d2 cX
* * * * * * * * * * * ** *The following MUST be complete: (write N/A if not applicable ) * * * * * * * * * * * * * * * * * * * * **
HEIGHT TO PEAK:
aav
DIMENSIONS:
I -'� a'
# OF STORIES:
N A
TOTAL HABITABLE SPACE:
N A-
MAIN FLOOR TO SQ.
FTG:
2Nu FLOOR SQ. FTG:
N
UNFIN BASEMENT SQ. FTG:
N
IMPERVIOUS SURFACE
AREA: n' ri
FINISHED BASEMENT
SQ. FTG: Pi
GARAGE SQ. FTG:
N A
DECK/COV. PATIO SQ. FTG:
3,- 7 -1 s,;
30% SLOPES ON
PROPERTY: AJ A
# OF BEDROOMS:
N A
CONSTRUCTION TYPE:
s4:.4.. I.-. -_
HEAT SOURCE:
n c 1z
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:
Method of Paymen
❑ Cash
Bankcard #:
Authorized Signature:
REVISED 2/15/07
❑ Check
❑ Mastercard
Expires:
DATE: 9
❑ VISA
VIN #:
15,g
RESIDENTIAL CHECK LIST DIRECTIONS:
Place a check mark in box next to each document required for complete submittal.
❑ SITE PLAN
❑ Property lines and dimensions
❑ Direction arrow pointing North and orientation to streets
❑ Proposed /existing buildings (footprint and dimensions)
❑ Utilities, septic tank/drain field locations and distances
❑ Setbacks to property lines
❑ Distance between buildings
❑ Right of way /easement location & sizes
❑ Driveway approach size and location
BUILDING PLANS (3 SETS) (minimum 1/8 inch scale or completely dimensioned)
❑ Elevations (Front/Rear /Sides) with roof peak and wall height including basement:
❑ Foundation Plan (crawlspace, basement or slab on grade):
❑ Footing sizes and locations
❑ Perimeter concrete foundation wall sizes
❑ Crawlspace ventilation
❑ Supporting wood cripple walls or beams
❑ Thickened concrete pads supporting
beams or girder trusses
❑ Floor Plan of each level (finished or unfinished) with dimensions:
❑ Floor Joist direction, size and spacing
❑ Header, beam or concrete lintel sizes
❑ Brace wall panel locations
❑ Water heater and furnace locations
❑ Exhaust fan locations
❑ Deck or concrete patio sizes and locations
❑ Roof Plan:
❑ Engineered truss direction and spacing
❑ Rafter and over frame direction, size and spacing
❑ Wall Section Detail including:
Roof
❑ Slope/ roofing material/ underlayment/ ice dam protection
❑ Sheathing size and type
Ceiling
❑ Joist size and spacing
Wall
❑ Height/ top plate/ stud size and spacing/ sole plate
❑ Exterior sheathing size and type
Floor
❑ Joist size and spacing
Foundation Wall
❑ Concrete or Masonry unit width
❑ Earth to wood separation distance
Footing
❑ Size
Radon
❑ Passive system with 6mil vapor barrier
Miscellaneous Construction Details
❑ Deck:
❑ Floor plan/ side view/ dimensions
❑ Floor Joist/ decking direction, size and spacing
❑ Stairway tread rise & run and nosing
❑ Window and door location and sizes
❑ Window well locations if applicable
❑ Room usage labels
❑ Smoke detector locations
❑ Attic and crawl space access locations
❑ Fire Wall construction
❑ Ridge, eave and valley lines
❑ Beam and girder size and location
❑ Truss or rafter size, spacing & connection
❑ Attic insulation/ air space baffle/ ventilation
❑ Size of ceiling gypsum wall board
❑ Siding/ exterior house wrap/ anchor bolts
❑ Insulation, vapor barrier, gypsum wall board
❑ Sheathing or concrete floor size/ insulation
❑ Footing bottom to finished ground level depth
❑ Horizontal & vertical reinforcement if any
❑ Reinforcement if any
❑ Active system with 6 mil vapor barrier
❑ Footings/ post/ and beam size and locations
❑ Handrail / Guard height & spacing
Spokane
Valley
Site Address: 11710 E ALKI AVE
Parcel Number: 45164.0293
Zoning: UR-3.5
Fire District: FD 01
Project
Transmittal
City of Spokane Valley
Community Development
Department
11703 E. Sprague Ave, Suite B3
Spokane Valley, WA 99206
Phone: 509.688.0036
New proJey n
Previous pre -app meeting
—Q
Plan revisions ❑
Transmittal Date:
Friday, September 19, 2008
Water District:
Project Number: 08003728
td
Applicant: MCLEOD, DARRYL Ow LE D, DARRYL
11710 E ALKI AVE 10 E ALKI AVE
SPOKANE VALLEY, WA 99206 S KANE VALLEY, WA 99206
(509) 892 -1024
e -mail:
Contact: MCLEOD, DARRYL
11710 E ALKI AVE
SPOKANE VALLEY, WA 99206
(509) 892 -1024
e -mail:
Contractor: OWNER
( ) - 0
e- ail:
Occupant:
e -mail:
Arch / Engineer:
e -mail:
Project ENCLOSE DECK
Description:
APPLICATION
SITE PLAN
PLANS
ECEOWEn
SEP 2 moos
OL
Please send all plan review and project comments via e-mail to the
highlighted individuals.
Spokane
jUalley.
For City Use Only
PLUS Project Number CJ 7---;12%
Project Address
\fli v E 7\
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 d te.
\ -Z-- ()%
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
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DATE:
PLANNING DEPT. APPROVED
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ONO POST
$ESIGNED FOR NEW HOME CONSTRUCTION
•AIIitteel •Adjustable`•Easy To Install
latt
•Mfg. per B.O.C.A.'ICC :Standards
• Refer to B.O.C.A./ICC Rep`ort'98.60
•
Top Plate - M Series:
1 Pla le: 4 "x 6 ",3 Gauge
Top Plate - B Series:
I Plate. 4'9'x7 x3Gauge
•
Bottom Swivel Plate
1 Plate (Swivel/ 4 "x 6 "x 3 Gauge
n Stock Size Specifications
Model
Number
M -203*
M -204
M -205
M -207
M -208
Adjustment
Range
6'9 " -7'1"
Safe
Allowable Load
14,960 lbs.
7' 0" -T. —14,710 lbs.
7'3 "•7'7" 14,451 lbw:
7' 9" • IT 1" —13,908 Ibs.
8'0 " -8'4" 13,612 Ibs.
('May be special order in some stores)
2 Plates 1 Plate (Swivel) 4" x 6" x 3 Gauge, l Plate 4" x 6" x 3 Gauge
1 Tube 3" O.D., 11 Gauge (Also Available in 31/2" and 4" Diameter)
1 Screw 11/2" 0.D. 7 Pitch "V" Thread With 4" Adjustment
1 Nut 3" 0.0. Tapped for 11/2" 7 Pitch Thread
$ Coating Corrosion Resistant Primer Scratch Tested to 200 Hrs., in Accordance with
ASTMS -117
i Allowable Load . Refer to Current BOCA/ICC Report
OSTE INDIVIDUAL'
ISENADO PARA LA CONSTRUCCION DE CASAS NUEVAS
•Todo de Acero •Ajustable • Facii de Instalar
Placa Superior -Serie M:
1 placa: 4 "x 6 ", calibre 3
Placa Superior -Serie B:
I place: 41/2"x 7'S" calibre 3
• Fabricado seg-n los est•ndares de B:O.C.A.IICC
•Refierase al Informe 98.60 de BTC :A.I�ICC
Placa Inferior Giratoria
1 placa (giralorla ):
4 "x 6 ", calibre
Especificaciones de los Tamanos en Existencia
Numero
de Modelo
M -203*
M -204
M -205
M -207
M -208
Rango
de Aiuste
2.06 - 2.16m.
2.13 - 2.24m.
2.21 - 2.31m.
2.36. 2.46m.
2.44. 2.51 m.
Carga Segura
Permisible
14,960 Ibs.
14,710 Ibs.
14,451 lbs.
13,908 Ibs.
13,612 lbs.
*Puede ser la orden especial en algunos almacenes)
2 Placa: 1 placa (giratoria) de 4" x 6 ", calibre 3 y 1 placa de 4"1 6 ", calibre 3
1 Tuba 3" de diametro exterior, calibre 11 (tambien disponible con diametros de 31/2" y 4 ")
1 Tornillo 155° de diametro exterior. rosca en V de paso 7 con ajuste de 4"
1 Tuerca 3" de diametro exterior, rosca de paso 7 de 1'R'
RecubrimientoPintura base anticorrosiva sometida a prueba de aranazos por 200 horas segun
ASTMB -117
Carga PermislbleRefierase al informe actual de BOCA
Approved by Lowe's
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The Akron Products Company
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Min. 4 ft Brace Wall Panel per R602.10.3 & R602.10.4
Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6
Min. 16, 18 or 20 in. APA Portal Frame Bracing
Engineered Shear Wall Bracing
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