2008, 08-26 Permit App 08003278 GarageProject Number: 08003278 Inv: 1
Application
1'HIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: NEW 19 X 24 GARAGE
Setbacks: Front
Site Information:
Left: Right: Rear:
Plat Key: 001038 Name: GRANDVIEW ACRES
Date: 8/26/2008 Page 1 of 2
Contact: DARNELL, E
Address: 10907 E EMPIRE AVE
C - S - Z: SPOKANE VALLEY, WA 99206-4575
Phone: (509) 926-5318
Group Name:
Project Name:
District: Nort
Parcel Number: 45043.0304 Block:
SiteAddress: 10907 E EMPIRE AVE
Location:: CSV
Lot:
Owner: Name: DARNELL, E
Address: 10907 E EMPIRE AVE
SPOKANE VALLEY, WA 99206-457
Zoning: MUC Mixed Use Center District
Water District: 026 IRVIN
Area: 21,120 Sq Ft Width: 65
Nbr of Bldgs: 0 Nbr of Dwellings: 1
Review Information:
Hold: ❑
Depth: 320 Right Of Way (ft): 40
Review
Building Plan Review
Released By:
Originally Released: 8/26/2008 By: tmelbourn
Landuse/Zoning/RE Conditions
Released By:
Originally Released: 8/21/2008 By: mpalaniuk
Operator. jmm
Printed By: jmm
Print Date: 8/26/2008
Project Number: 08003278
Inv: 1 Application Date: 8/26/2008 Page 2 of 2
THIS IS NOT A PERNIIT
Penalties will be assessed for commencing work without a permit
Contractor: OWNER
Description Grp Type Notes
GARAGE U-1 VB
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
Notes:
Payment Summary: ,- ;,-;;;
Permit Type
Building Permit
Building Permit
Firm: OWNER
Phone: (000) 000-0000
This Application: Total Project:
Sq Ft Valuation Sq Ft Valuation
456 $8,664.00 456 $8,664.00
Totals: 456 $8,664.00 456 $8,664.00
Units Unit Desc
1 SELECT
1 SELECT
1 SELECT
Permit Total Fees:
Fee Amount
$167.25
$41.81
$4.50
$213.56
Fee Amount Invoice Amount Amount Paid Amount Owing
$213.56 $213.56 $0.00 $213.56
$213.56 $213.56 $0.00 $213.56
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: 8/26/2008
Spokane
Valley PERMIT FEE:
RECEIVED E",
CITY OF SPC!<ARE
CITY OF SPOKANE VALLEY
Community Development Departmenb t '- 2OU6
Permit Center
11703 East Sprague Avenue, Suit CENTER
Spokane Valley, WA 99206
Tel: (509) 688-0036
Fax: (509) 688-0037
(Staff Use Only)
PERMIT NUMBER:
sz 7E
RESIDENTIAL CONSTRUCTION PERMIT APPLICATION
❑ NEW CONSTRUCTION ❑ ADDITION/REMODEL ® ACCESSORY BUILDING
❑ DECK ❑ OTHER
SITE ADDRESS:10907 E EMPIRE WAY, SPOKANE VALLEY WA 99206
ASSESSORS PARCEL NO.:45043.0304 & 45043.0306 LEGAL DESCRIPTION:
GRANDVIEW ACRES PT OF L13 B3 ELY 1/2 S OF RR R/W & GANDVIEW ACRES PT OF L14 B3 4FTOF RR R/W
NOTE: BOTH PROPERTIES RUN PARALLEL WITH EACH OTHER EXTENDING THE LENGTH OF THE PROPERTY WHICH IS 320 FEET.
BUILDING OWNER NAME:SUSAN DARNELL
NAME:SUSAN H DARNELL
ADDRESS:
CITY:SPOKANE VALLEY
STATE:WA Zzp:99206
PHONE:509-926-5318
FAX:
cELL:509-991-1283
CONTACT NAME:(SAME AS ABOVE)
PHONE:
FAX: CELL:
CONTRACTOR NAM E: HUSBAND AND A COUPLE OF FRIENDS. THIS IS A NON -CONTRACTED PROJECT.
MAILING ADDRESS:N/A
CITY:N/A
STATE:N A ZIP:N/A
PHONE:SAME AS ABOVE
FAX:N/A cELL:SAME AS ABOVE
CONTRACTOR LICENSE No.:N/A
EXPIRES:NIA CITY BUSINESS LICENSE NO.:N/A
DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE:
REMODEL EXISTING "ATTACHED" GARAGE. GARAGE WILL BE CONCRETE MONOLITHIC POUR, WHICH CONSISTS OF PERIMETER
FOOTINGS 24" DEEP INCLUDING THE 4" CONCRETE SLAB FOR THE FLOOR. THIS WILL EXTEND FROM THE HOUSE EAST 19 FT
AND NORTH 24 FT. THERE WILL BE A 5 FT SET -BACK FROM THE SIDE PROPERTY LINE. THERE WILL BE A PEAKED ROOF WITH 4
ROOF CANS FOR VENTING ON THE NORTH SIDE. THE ROOF WILL BE A 5 X 12 PITCH, THE MAIN STRUCTURE WILL BE 9 FT IN
HEIGHTH.TOTAL HEIGHTH IS 14 FT FROM GROUND TO PEAK. BETWEEN THE MAIN STRUCTURE AND THE ROOF WILL BE A
12"X5/8 GLULAM BEAM. A "PEOPLE DOOR" WILL BE LOCATED ON THE NORTH SIDE OF THE GARAGE. THE FOUR CORNER
POSTS WILL BE 2X6 TREATED. THE MAIN CONSTRUCTION WILL CONSIST OF 2X6 FRAMING USING 4" O.C. NAILING, MFG
TRUSSES 24"O.C. WITH H-2.5 CUPS FOR EACH TRUSS, RAFTERS ARE 2X8. ROOF IS TO BE 1/2 SHEATHING 30# FELT PAPER
Effective October 28, 2007 Page 1 of 3
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1-3z76
****YOU MUST COMPLETE THE FOLLOWING****
MARK N/A IF NOT APPLICABLE
Height to Peak:14 FT
Dimensions:19'X24'
No. of Stories:1
Total Habitable
Space:N/A (GARAGE)
Main Floor SQ FT:N/A
r?
Upper Floor SQ FT:N/A
Unfinished Basement
SQ FT:N/A
Finished Basement
SQ FT:N/A
Garage SQ FT:456/,
�'
Deck/Covered Patio
SQ FT:
Impervious Surface
Area: MONO CONCRETE
POUR
30% Slopes on
Property:N/A
No. of Bedrooms:N/A
Construction Type:
STICK FRAME "ATTACHED"
Heat Source: N/A
Sewer or Septic:N/A
TOTAL COST OF PROJECT: $APPROXIMATELY $9,000.00
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 code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) The 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.
Signatur %/� ��%% f Date: j/(//f5&
Method of payment: ❑ Cash
Bankcard #:
® Check
❑ Visa ❑ Mastercard
EXP: VIN#:
Authorized Signature:
Effective October 28, 2007 Page 3 of 3
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WITH 50 YR ROOFING. THE EXISTING VINYL SIDING WILL BE REUSED (AS MUCH AS POSSIBLE) AND WILL ADD MATCHING VINYL
SIDING AS NEEDED, AGAIN HAVING 1/2 INCH SHEATHING AND TYVEK VAPOR BARRIER. THERE WILL BE A 14' MFG MAIN
GARAGE DOOR WITH 2'6" APR PANEL ON EACH SIDE. THE INTERIOR IS TO BE 1/2" SHEET ROCK, 5/8 CEILING R-19 INSULATED
WALLS AND FIRE TAPE.
*PLEASE REVIEW ACCOMPANING PLANS.
PROPOSED USE:
GARAGE IS CURRENTLY DEEMED UNSAFE. THE PURPOSE IS TO IMPROVE THE GARAGE, HAVE INSURANCE UPDATED TO
REFLECT THE NEW STRUCTURE. ALSO, TO HAVE GARAGE "USEABLE" AND NOT DANGEROUS FOR ANY PROPERTY OR
VEHICLES THAT WILL OCCUPY THE STRUCTURE, AS WELL AS ANY INDIVIDUALS THAT MAY ENTER IN.
Effective October 28, 2007 Page 2 of 3
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Spokane
jValley®
For City Use Only
PLUS Project Number
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
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
R602.10.6.2 Alternate braced wall panel adjacent to a
door or window opening. Alternate braced wall panels
constructed in accordance with one of the following pro-
visions are also permitted to replace each 4 feet (1219
mm) of braced wall panel as required by Section
R602.10.4 for use adjacent to a window or door opening
with a full-length header
1. In one-story buildings, each panel shall have a
length of not less than 16 inches (406 mm) and a
height of not more than 10 feet (3048 mm). Each
panel shall be sheathed on one face with a single
layer of 3/8-inch-minimum-thickness (10 mm)
wood structural panel sheathing nailed with 8d
common or galvanized box nails in accordance
with Figure R602.10.6.2. The wood structural
panel sheathing shall extend up over the solid sawn
or glued -laminated header and shall be nailed in
accordance with Figure R602.10.6.2. Use of a
built-up header consisting of at least two 2 x 12s
and fastened in accordance with Table R602.3(1)
shall be permitted. A spacer, if used, shall be
placed on the side of the built-up beam opposite
the wood structural pane] sheathing. The header
shall extend between the inside faces of the first
full-length outer studs of each panel. The clear
span of the header between the inner studs of each
panel shall be not less than 6 feet (1829 mm) and
not more than 18 feet (5486 mm) in length. A strap
with an uplift capacity of not less than 1000
pounds (4448 N) shall fasten the header to the side
of the inner studs opposite the sheathing. One
anchor bolt not less than 5/s-inch-diameter (16
mm) and installed in accordance with Section
R403.1.6 shall be installed in the center of each sill
plate. The studs at each end of the panel shall have
a tie -down device fastened to the foundation with
an uplift capacity of not less than 4,200 pounds
(18 683 N).
Where a panel is located on one side of the open-
ing, the header shall extend between the inside face
of the first full-length stud of the panel and the bear-
ing studs at the other end of the opening. A strap
with an uplift capacity of not less than 1000 pounds
• (4448 N) shall fasten the header to the bearing
studs. The bearing studs shall also have a tie -down
device fastened to the foundation with an uplift
capacity of not less than 1000 pounds (0118 N).
EXTENT OF HEADER
DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS)
EXTENT OF HEADER
SINGLE PORTAL FRAME (ONE BRACED WALL PANEL)
l
MAX.
HEIGHT
10'
•
MIN. 3" X 11.25" NET HEADER
1
..l
.1.
•
Th 6'T018'
FASTEN TOP PLATE TO HEADER WITH TWO
;li
.ar ROWS OF 16D SINKER NAILS AT 3" O.C. TYP.
1000 LB STRAP OPPOSITE SHEATHING
1000 LB
STRAP
FASTEN SHEATHING TO HEADER WITH 8D COMMON OR
GALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWN AND
3' O.C. IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP
-i lr MIN. WIDTH =16" FOR ONE STORY STRUCTURES
•t•r MIN. WIDTH = 24" FOR USE IN THE FIRST OF TWO
�. STORY STRUCTURES
MIN. 2x4 FRAMING
-�» 3/8' MIN. THICKNESS WOOD
•i• STRUCTURAL PANEL SHEATHING
MIN.
DOUBLE
2x4 POST
MIN. 4200 LB TIE -DOWN DEVICE (EMBEDDED INTO
CONCRETE AND NAILED INTO FRAMING)
SEE SECTION R602.10.62 5/8 "tt-,�csraR 804-7
To P e o i T3M Or FOi.1NJ.dloiq'WALL
The tie -down devices shall be an embedded -
strap type, installed in accordance with the manu-
facturer's recommendations. The panels shall be
supported directly on a foundation which is con-
tinuous across the entire length of the braced wall
line. The foundation shall be reinforced with not
less than one No. 4 bar top and bottom.
Where the continuous foundation is required to
have a depth greater than 12 inches (305 mm), a
minimum 12-inch-by-12-inch (305 mm by 305
mm) continuous footing or turned down slab edge
is permitted at door openings in the braced wall
line. This continuous footing or turned down slab
edge shall be reinforced with not less than one No.
4 bar top and bottom. This reinforcement shall be
lapped not less than 15 inches (381 mm) with the
reinforcement required in the continuous founda-
tion located directly under the braced wall line.
2. In the first story of two-story buildings, each wall
panel shall be braced in accordance with Item 1
above, except that each panel shall have alength of
not less than 24 inches (610 mm).
I. •
(•
TYPICAL PORTAL
FRAME zs
CONSTRUCTION
FORA PANEL SPLICE
(IF NEEDED). PANEL
EDGES SHALL BE
BLOCKED, AND OCCUR
WITHIN 24" OF MID -
HEIGHT. ONE ROW OF
TYP. SHEATHING -TO -
FRAMING NAILING IS
REQUIRED.
IF 2X4 BLOCKING IS
USED, THE 2X4'S MUST
BE NAILED TOGETHER
WITH 3 16D SINKERS
MIN. 1000 LB
TIE DOWN
DEVICE
J.
�.a
FIGURE R602.10.6.2
ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING
140
2006 INTERNATIONAL RESIDENTIAL CODE®
WALL CONSTRUCTION
16d NAIL AT 12 IN.O.C.
8d NAIL AT61N.O.C.
(ALL PANEL EDGES)
16d NAIL AT 12 IN.O.C.
For SI: 1 inch = 25.4 mm.
Gypsum board nails deleted for clarity.
ORIENTATION OF STUD MAY VARY. SEE FIGURE R6023(2)
GYPSUM WALL BOARD INSTALLED IN
/ ACCORDANCE WITH CHAPTER 7
8d NAIL AT 12 IN. O.CON ALL
FRAMING MEMBERS NOT AT
PANEL EDGES
(a) OUTSIDE CORNER DETAIL
WOOD STRUCTURAL PANEL
INSTALLED IN ACCORDANCE
WITH TABLE R602.3(1)
ORIENTATION OF STUD MAY VARY. SEE FIGURE R602.3(2)
GYPSUM WALL BOARD INSTALLED IN
/ ACCORDANCE WITH CHAPTER 7 (INTERIOR)
WOOD STRUCTURAL PANEL
INSTALLED IN ACCORDANCE
WITH TABLE R602.3(1)
8d NAIL AT 6 IN.O.C.ALL FRAMING
MEMBERS AT PANEL EDGES AND 121N.
O.C.ON ALL FRAMING MEMBERS NOT
AT PANEL EDGES
(b) INSIDE CORNER DETAIL
FIGURE R602.10.5
TYPICAL EXTERIOR CORNER FRAMING FOR CONTINUOUS STRUCTURAL
PANEL SHEATHING; SHOWING REQUIRED STUD -TO -STUD NAILING
I
4
SOUTH EL6 VATiON
IN
tf tnpi KE Si;
PLANNING DEPT. APPROVED
BY%/���
DATE:
W6LL R 4--
-1+5(o ML,FT,
-sl`
L M PI E.
CijK
EACH TRUSS
Anchor Bolts- Min. '/2"x 9"
with 7" concrete embedment
at 6' o.c. and 12" from ends
of sill plates.
/ 0 `- -Mpt TE. )/ ./,Sp o\ ; 5 . I iv quo
Th c Er ( N Arr e R Ltso / 3. 0 30 --- y5 0''3 , 0:
/�-S. C Irllal #:�
/.
12 .
5
illf\i4LE SID1'
111/E. c .VAPog. ZI .
At., . ., 7
CS56 siiFftTth#9
�.eoitS 31O..•
PROTECTION GELLDWELLING AND PRIVATE GARAGEBETWEEN
HAVE:
1) MATERIALS APPROVED FOR ONE HOUR FIRE RESISTIVE
CONSTRUCTION ON THE GARAGE SIDE:
❑ 5/8" TYPE "X" GYP BOARD (HABITABLE SPACE ABOVE) OR
Z3 1/2" GYP BOARD (RESIDENCE/ATTIC, FLOOR/CEILING)
E
EQUIPPED WITNGS BETWEEN H SOLID WOOD DORAGE OR, SD OLID OR HONEYCIDENCE OMB CORE
STEEL DOORS NOT LESS THAN 1 3/8", OR 20 MINUTE FIRE RATED
000RS.
-1'
1\1-ci
RTt
Raf3F LAN \/eNTT
Ci
t-foLfSt
f
WE ST
Attic Ventilation
1 Sq Ft per every 300 Sq Ft of space
ventilated with at least 50% in the upper
portion of roof area.
t :T` r
LC) Rtormig h' AO
Attic Accessible 3 I-kcr BE
by x3O"
Alternate
Brace Panel
R602.10.6.7,
1/8"
WEN
ALL FOOTINGS MUST BE CO11TtNuou$
14- 2Ir btPR
MY)10 CLPY:T ' `it
INT..eibe Yz c#-lecr
2.rg
AP.
HEAT
ilzk -rare
2`
Minimum depth for trost protection in the City of
Spokane Valley is 24 inches measured from the bottom
of the footing to finish grade. Grade slope away from
building a minimum 6 inches in first 10 feet.
'CO CRETE. TO COMPLYCTO 1C TASL,E 4044 1
FOUNDATIONyWALLS - �00Q .PSI
SLABS, GARAGES, CARPORTS
PORCHES - 3500 # PSI
ALL FOOTINGS MUSTBE CONTINUOIf
et,"MtN.Ec-EA
FROM FeMS :6-12A0cS,
T 5rbt&C
R602 10;4_BraceWa1LPanehmin, 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 AltertiatexBrace WalltPanel=mm: L6in -24in.
IBC 2305 Engineered Shear Wall Bracing
(r) . i . OVA 3 A f 331 OT YAMOD OT 00
legs * 000F • 2JJAW 14OITAGIAUO1
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,egqu eft ni 4e08 teeo; s ritiw tx) I ii?nuv
,oast tea) to n�Aittoq
*1111 ;s )4 Driveway Approach Deviations, relocations or alter-
4,O ations to existing or designated driveway approaches in
subdivisions will require a right of way permit address-
ing storm water engineered configuration and sizing.
PROVIDE DIAGRAMS AND
ENGINEERING. LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
CITY COPY
THIS BUILDING S- zET
TO FIELD INSPECTION CORRECTIONS
REVIEWED FOR:CODE COMPLIA14CEltwQr
SPOKANE VALLLE ! LDING (VISION 91`
77-74.4
2
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