2005, 08-03 Permit App: 05002723 GarageProject Number: 05002723 Inv: I
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 8/3/2005 Page 1 of 2
Project Information:
Permit Use: 22 X 20 DETACHED GARAGE
Setbacks: Front 109 Left: NA Right: 40 Rear: 16
Site Information:
Plat Key: 999999 Name: RANGE
Contact: SHEILDS, CINDRA
Address: 821 S HOUK RD
C - S - Z: SPOKANE VALLEY, WA 99216
Phone: (509) 926-1746
Group Name:
Project Name:
Distric
Sout
Parcel Number: 45223.9171
SiteAddress: 821 S HOUK RD
Block:
Location:: CSV
Zoning: *GSQl
Water District:
• Lot:
Owner: Name: SHEILDS, CINDRA
Address: 821 S HOUK RD
SPOKANE VALLEY, WA 99216
Hold: ❑
Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review Information:
Review
Site Plan Review
Plan Review
Released
Released
Permits:
Operator: DMD Printed By: DMD
Print Date: 8/3/2005
Project Number: 05002723
Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 8/3/2005
Contractor: TUFF SHED INC
Address: 17500 W VALLEY HWY STE 100
TUKWILA, WA 98188
Group: U-1
Total Area
Building Height
Stories
Type: VB
440
12
1
Building Permit
Page 2 of 2
Firm: TUFF SHED INC
Phone: (509) 535-8833
Building Characteristics
Description Grp Type Notes
GARAGE U-1 VB
Item Description
RESIDENTIAL PERMIT FEE
STATE SURCHARGE
RESIDENTIAL PLAN REVIEW
Notes.
This Application: Total Project:
Sq Ft Valuation Sq Ft Valuation
440 $8,360.00 440 $8,360.00
Totals: 440
Units Unit Desc
1 SELECT
1 SELECT
1 SELECT
$8,360.00 440 $8,360.00
Permit Total Fees:
Fee Amount
$167.25
$4.50
$66.90
$238.65
Payment Santntary•
Permit Type
Building Permit
wir
Fee Amount Invoice Amount Amount Paid Amount Owing
$238.65 $238.65 $0.00 $238.65
$238.65 $238.65 $0.00 $238.65
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: DMD Printed By: DMD Pnnt Date: 8/3/2005
► ie
Valle
BUILDING PERMIT APPLICATION WORKSHEET
City of Spokane Valley Community Development Department
Building Division
11707 E. Sprague Avenue, Suite 106
Spokane Valley, WA 99206
hone: (509) 688-0036; Fax: (509) 688-0037=
E E
JUL 21 2QGc
111 DS
Street Address: Di[ S kintk +/1- Va•(fly i (i/14 Wi2/6
Assessor's Tax Parcel Number(s): 45223, g71/ ✓
Legal Description: -
4PERMIT DESCRIPTION:
Building Permit ❑ Change in Use ❑ Grading ❑ Manufactured Home
[ Relocation ❑ Tenant Improvement ❑ Fire Safety ❑ Other
FORMATION 05-- 2.-73
OWNER/APPLICANT INFORMATION
.Owner. Gvlr<<-Shields
Phone: 509-926-1716 Fax: 5x9-9?6 -3531
Address: $2/ S. !look. Rd •
Spokane Valley WA- 91.2/6
4/3 Gi State Zip Code
❑ Applicant:
Phone:
Address:
Fax:
City State Zip Code
Contractor: fiq-h' Shed ❑ Architect:.
Phone: 535-M33 Fax: 535.-.5o75' Phone: Fax:
Address: 6,2o6 g, Trent A✓e. Address:
pokane-✓aNey Iv'A 992/2.
City State Zip Code City
State Zip Code
WA State Contractor License #: TUFF sr#03#21 Contact: Sieve, 6a rber
Spokane Valley Bus. Liscense #: 601 IoYSJ I.z Contact:
PERMIT/BUILDING INFORMATION
HEIGHT TO PEAK: / I /ft/ C t
DIMENSIONS: 2 2( 20
# OF STORIES: /
MAIN FLOOR TO SQ. FTG:
2"" FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
FINISHED BASEMENT SQ. FTG: 4
GARAGE SQ. FTG: �, /O
`t
DECK/COV. PATIO SQ. FTG:
OCCUPANCY GROUP:
CONSTRUCTION TYPE:
HEAT SOURCE:
# OF BEDROOMS:
TOTAL HABITABLE SPACE:
IMPERVIOUS SURFACE AREA:
COST OF PROJECT:
30% SLOPES ON PROPERTY:
SEWER OR ON-SITE SEPTIC
SYSTEM? SeW tin
MANUFACTURED HOME
Width:
Length: Year:
Manufacturer: :
Pit Set:
RELOCATION
Previous Address: I;
Proposed Use:
FIRE SAFETY
Fire Sprinkler. # of Heads: Fire Alarm: Paint Booth:
Tent: Fireworks Display: Blasting: Date/Time:
Valuation: Above/Underground Storage Tank Size:
WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE
Plans Examiner.
Address:
Phone: Fax:
City State Zip
Inspector. Phone: Fax:
Address:
City
Stale - - Zip
SPECIAL INSPECTIONS
❑ BOLTING ❑ CONCRETE ❑ REINFORCEMENT ❑ WELDING
Firm Name: Phone: Fax:
Inspector(s):
DISCLAIMER
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.
Ownership ofresultingdevelopment rights granted by any issued permit inure to th rope wner.
Print Name LI I' la IGC. Ski I ct(Gt S Signature {
Method of Payment: (Faxed permit applications will only be accepted with major bankcard)
❑ Cash ❑ Check ❑ Mastercard ❑ VISA ❑ Other
Bankcard #: Expires: VIN#:
Authorized Signature:
Look Up a Contractor, Electrician or Plumber License Detail
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General/Specialty Contractor
A business registered as a construction contractor with L&I to perform construction work within the scope
of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment
of account and carry general liability insurance.
License Information
License
TUFFSI*038RZ
Licensee Name
TUFF SHED INC
Licensee Type
CONSTRUCTION CONTRACTOR
UBI
601645132 Verify Workers Comp Premium
Status
Ind. Ins. Account
Id
Business Type
CORPORATION
Address 1
17500 W VALLEY HWY STE 100
Address 2
City
TUKWILA
County
KING
State
WA
Zip
981885500
Phone
4252518833
Status
ACTIVE
Specialty 1
GENERAL
Specialty 2
UNUSED
Effective Date
12/9/1997
Expiration Date
7/2/2007
Suspend Date
Separation Date
Parent Company
Previous License
Next License
Associated
License
Business Owner Information
https://fortress.wa.gov/Ini/bbip/Detail.aspx?License=TUFFSI*038RZ 8/3/2005
Look Up a Contractor, Electrician or Plumber License Detail
Name
Role
Effective Date
Expiration Date
SAUREY, TOM
Expiration
Date
01/01/1980
Impaired
Date
LANGTON, STEVE
Received
Date
01/01/1980
TRAVELERS
CASUALTY
8: SUR CO
OF
PROLOW, LEE
06/26/2002
01/01/1980
Page 2of3
Bond Information
Bond
Bond
Company
Name
Bond Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
#3
TRAVELERS
CASUALTY
8: SUR CO
OF
0195103129048BCMQ
06/26/2002
Until
Cancelled
$12,000.00
06/28/2002
#2
TRAVELERS
CASUALTY
a SURETY
CO
19S103129048BCM
11/30/1998
06/26/2002
$6,000.00
06/20/2005
#1
UNITED
PACIFIC
INS CO
U2594166
12/04/1997
Until
Cancelled
10/10/1998
$6,000.00
07/02/2003
Savings Information
No Matching Information
Insurance Information
Insurance
Company
Name
Policy Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Amount
Received
Date
#7
TRAVELERS
PROPERTY
CAS INS CO
630754G9406
07/01/2005
07/01/2006
$1,000,000.00
07/06/2005
116
TRAVELERS
PROP 8
CAS OF
AMERIC
630754G9406
07/01/2004
07/01/2006
$1,000,000.00
06/20/2005
115
TRAVELERS
INDEMNITY
CO OF ILL
Y22J630754G9406
07/01/2003
07/01/2004
$1,000,000.00
07/02/2003
#4
TRAVELERS
INDEMNITY
CO OF ILLI
Y22J630754G9406
07/01/2002
07/01/2003
$1,000,000.00
06/28/2002
#3
TRAVELERS
INDEMNITY
CO OF
AMER
Y22J630754G9406
07/01/1999
07/01/2002
06/19/2001
#2
TRAVELERS
INS
660754G940698
07/01/1998
07/01/1999
#1
TRAVELERS
INDEMNITY
CO OF IL
630285X9893
07/01/1997
07/01/1999
Summons / Complaints Information
https://fortress.wa.gov/lni/bbip/Detai 1. aspx?License=TUFFSI *03 8RZ
8/3/2005
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Visit access.wa.gov
https://fortress.wa.gov/lni/bbip/Detail.aspx?License=TUFFSI*038RZ 8/3/2005
Figure 4. Recommended construction details for APA portal frame bracing design with hold-downs (For use details see
Table 2
MAX '10'
DOUBLE PORTAL ,♦ A
FRAME 1
3' X,11.25"MIN. HEADER
';(BUILT-UP, SOLID SAWN,
GLULAM, ETC) .'
SINGLE PORTAL FRAME -1
6' TO 18'
FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF-
EB
F
LB HEADER STRAP,OPPOSITE SHEATHING AS SHOWN
FASTEN SHEATHING TO HEADER WITH 8D COMMON
NAILS IN [3". GRID PATTERN ASI SHOWN AN03' O.C.
IN ALL FRAMING (STUDS; AND11 SILLS) TVP, .
FOR FRAMES OVER 8', PANE)1 SPLICE (IF NEEDED) SHALL
OCCUR, WITHIN 24' OF MID -HEIGHT. BLOCKING IS
REQUIRED, IF.2X: BLOCKING IS USED THEN IT MUST BE
STITCH NAILED WITH ONE ROW OF,160 SINKERS AT 3', . .
,16: w: 24'; DOUBLE 2x POST
4200 LB HOLD DOWN.STRAP APPLIED OVER
SHEATHING'INSTALLED IN CONCRETE PER
MANUFACTURERSTNSTRUCTION
5/8' DIA. ANCHOR BOLT WITH 7'-MIN..�-
EMBEDMENT 8 2` X 2' X 3116 PLATE WASHER
FRONT ELEVATION
Form TT -073
1000 LB
STRAP-
TYPICAL
PORTAL FRAME.`
CON „jONSTUCTI1,'•'
2x _ FRAMING -
1000 LB HOLD
DOWN STRAP
NOT TO SCALE
4 A
SHEATHING FILLER
IF NEEDED
• 16D
SINKERS
2 ROWS
3/8' MIN.
THICKNESS
.- .' WOOD
STRUCTURAL
PANEL
4200 LB HOLD
DOWN STRAP
APPLIED
OVER.
- SHEATHING
Page 9 of 10
1000 LB
HEADER
STRAP
SECTION A -A
SIDE ELEVATION
Figure 5. Recommended construction details for APA portal frame bracing without hold-downs (For use details see Table 2)
(SUILT-UP, SOLID SAWN, 1.
6' TO 18;
FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF
16D SINKERS AT3" 0.C: TYP.:' .1
1000 LB HEADER STRAP,OPPOSITE SHEATHING AS SHOWN
FASTEN SHEATHING TO HEAD R WITH fiD COMMON
• NAILS -IN 3' GRID PATTERN AS 1 HOWN AND; 0 C ,.
•IN ALL ff3AMING. (ST1J0S„AND1LLS)y.TP, .: .::, 1 :-
•
. FOR FRAMES OVER 8% PANEL SPLICE (IF NEEDED) SHALL
11 1 .. '.:; OCCUR WITHIN 24. OF MID-HEIGHT:BLOCKING IS
.41,'"':.. : . REQUIRED. IF 2XL BLOCKING.14 USED THEN IT MUST BE
strrsR,NAIIED WITH ONEROW OF 160 SINKERS AT. 3"! . .:.-.L •.. • ..•. ..L
. „ . • .. . •..
. ... -
•
211,44
lakiAltaftefadtika
4 A
16'
SEE Jr. CORNENFRAMING DETAIL
•
1/2" DIA. ANCHOR BOLT WITH 7 MIN. -
EMBEDMENT &2 X 2 x 3/16" PLATE WASHER.
- • -
FRONT ELEVATION
LOT TO SCALE
SECTION A -A
SIDE ELEVATION
SHEATHINOFILLER
IF NEEDED -
SINKERS
2 ROWS@
1000 LB
HEADER
STRAP
3/8" MIN:.
THICKNESS
WOOD'
STRUCTURAL
PANEL
160. NAIL @I 24
BD NAIL @ 6 IN. N,
• O.C. IN ALL
:.PANEL EDGES
FRAMING FOR
GYPSUM WALL
BOARD
(OPTIONAL)
:NOT PART OF PORTALFRAME
PORTAL FRAME WAIL
SEGMENT TYP.-
CORNER FRAMING DETAIL
Form TT -073 Page 10 of 10
�7}
Proposed
Garage
Existing House
179'
< - 22' - ->
E T- - - - 40'
0
N
+
This sil
obtainir
repres
lunesld�
have t
bodies
Signed
Date'
821 South Houk Road
•
u(7. �S
,tow — N�
F 109?
e plan is being submitted for the purpose of
g a building permit and is a true and correct
ntation of the proposal. All known property
nensions, curb lines, str «ures a easements
ed.
of water, st ep ;'r� o: I cwetlands,
�o othe ated�i aareas.
Tuff Shed
5095355075 p.1
City of
SPOKANE VALLEY BUILDING DEPARTMENT
11707 E. Sprague Avenue #106, Spokane Valley, Washington 99206 - Tel 509-688-0036 - Fax 509-688-0037
Following Is a typical cross-section for a residential garage. It may not represent the proposed project If you are using Lhis devil
as a porion of your plan submittal, please complete Lhe requested information in the boxes provided on both sides of this street
This completed sheet, along with any additional Information needs to be submitted with your apl6ration and be on site at the time
of inspection.
PROTECTION AND OPENINGS BETWEEN
DWELLINGS AND PRIVATE GARAGES SHALL HAVE:
1) MATERIALS APPROVED FOR ONE HOUR FIRE
RESISTIVE CONSTRUCTION ON THE GARAGE SIDE;
• 5/8' TYPE "X"' GYP BOARD (HABrTA.SLE SPACE ABOVE)
• 12' GYP BOARD (RESIDENCE/ATTIC, FLOOR/CE]UNG)
2) OPENINGS BETWEEN GARAGE AND RESIDENCE
SHALL BE EQUIPPED WITH SOLID W000 DOOR, SOLID OR
HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8-,
OR 20 MINUTE FIRE RATED DOORS.
ALTERNATE FOUNDATION FOR
ACCESSORY BUILDINGS FROM
400 SQ. FT. TO 3000 SQ. FT.
SECTION A -A
ifltII illi
Illt_]l(III_
DjIllllt'T
NOTE:
Diagonal wall bracing required on
each comer and every 2.5 feet of wall.
Walls within 3 feet of a property line or
within 6 feet of a dwelling must be 1 hour
rated. (518- type 'X gypsum sheathing
on both sides of watt). Openings are not
permitted In these wafts. Garages over
3,000 sq. ft. require protection when
closer than 20 feet to the property fine.
Parapets may be required.
ENG1
RAFTER S
SS OR
D SPACING
"O.C.
ROOFING MATERIAL
ROOFING PAPEfl
-4i 15 -f 4'
ROOF
SHEATHING
('10e /�u 0.5 r ,
1 )X
SOLID BLOCKING
BETWEENTRUSSES
WALL SHEATHING
n --'SIDING
6' MIN.
24- MIN.
J _
•r=rrmr
�rn
6' MIN_
DOUBLE TOP PLATE
WALL HEIGHT S
2xj@a 1O.C.
PRESSURE TREATED
SOLE PLATE
3.12' CONCRETE SLAB
6-x12'
FOOTING
ANCHOR BOLTS
12'4' MIN.
(7- INTO CONCRETE)
6' 0. C. OR APPROVED
ANCHOR INSTALLED
PER MANUFACTURER
Tuff Shed
5095355075 p.2
FOUNDATION PLAN
PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW.
BUILDING DIMENSIONS: a -a' y
GARAGE OPENING AND HEADER SIZE:
INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN.
RIDGE LINE
J
i
WIDTH
A
4
I
reI
I �
t � -J
xl
1
L_ -__
f
kiL
Please note that while every effort is made to assure the accuracy of the information contained in this brochure is
not warranted for accuracy. Thls document is not intended to address all aspects or regulatory requirements for a
project and should serve as a starting point for your investigation. For detailed information on a particular project,
permit, or code requirement refer directly to applicable file and/or code/regulatory documents or contact the
appropriate division.