2004, 10-26 Permit App: BLD-04-08038 GarageSpokane
.000 Valley
11707 E. Sprague Ave., Suite 106
Spokane Valley, WA 99206
Job Address:
Description:
Subdivision:
Owner:
Applicant:
Address:
Contractor:
Address:
1623 N HODGES LN
GREENACRES WA 99016
18 X 24 ATTACHED GARAGE
NANCY BURKOFF
L & M ENTERPRISES
20814 W MCFARLANE RD
MEDICAL LAKE, WA 99022 -9606
L & M ENTERPRISES
20814 W MCFARLANE RD
MEDICAL LAKE WA 99022 -9606
ACCESSORY BUILDING
Lot:
Blk:
Parcel No:
THIS IS NOT A PERMIT
Penalties will be assessed for
commencing work without a permit
Application #: BLD -04 -08038
Phone: (509) 299 -4144
Phone:
Lic No:
LMENT* *051 B4
Applied:
Issued:
Expires:
Zoning:
10/26/2004
04/24/2005
General Information:
VALUATION
BUILDING HEIGHT TO PEAK
DIMENSIONS
COST OF PROJECT
# OF STORIES
OCCUPANCY GROUP
CONSTRUCTION TYPE
STRUCTURES ON PROPERTY
SERVED BY SEPTIC SYSTEM
WELLS LOCATED ON PROPERTY
8208
12
18 X 24
9250
1
u -1
wood
2
no
no
Fees:
PLAN CHECK FEE
BASIC PERMIT FEE
WSBCC SURCHARGE
Total Calculated:
Deposits /Receipts:
Total Due:
41.81
167.25
4.50
213.56
0.00
213.56
CITY OF SPOKANE VALLEY
APPROVED FOR SUBMITTAL
Building
Planit L
T
Public Works14‘-iitsVi
-
THIS IS NOT A RECEIPT
*Mane
4,0,Valley
BUILDING PERMIT APPLICATION WORKSHEET
City of Spokane Valley Community Development Department
Building Division
11707 E. Sprague Avenue, Suite 106
Spokane Valley, WA 99206
Phone: (509) 688 -0036; Fax: (509) 688 -0037
REQUIRED SITE INFORMATION
Street Address: /6 , 2 Af
Assessor's Tax Parcel Number(s):
Legal Description:
PERMIT DESCRIPTION: CAA- j Q X 2 L/
H Building Permit
H Relocation
S Pt. k €
n Change in Use ❑ Grading
n Manufactured Home
(� Tenant Improvement n Fire Safety n Other
OWNER/APPLICANT INFORMATION
n Owner: Na y P wr 'o 4 I 1 Applicant: Mar J. ∎ y d..tr
Phone: 95- Nov Fax: Phone: We, 'og 3 7 Fax:
Address: /4, D, 3 ,v fed s Address:
` ;G,K Aibey t-ii`
City State Zip Code City State Zip Code
Contractor: L-v Al E 1-.1 r p g- /'Se g ❑ Architect:
Phone: 5a7990c737 Fax: Ste' 299 / /C, f Phone: Fax:
Address: a 0T /y -o .■-1c F�c )c-,.,.Q A-' Address:
"le,?n.,.( Lac cis e �a22
City State Zip Code City
WA State Contractor License #: 2. 07 E NT" *051135/ Contact:
State Zip Code
MA,- 1,�, I �-
PERMIT /BUILDING INFORMATION
HEIGHT TO PEAK: ' Z /
DIMENSIONS: I if 2--`f
#,QF S_TORIES
MAIN FLOOR TO SQ. FTG:
2NU FLOOR SQ. FTG:
1 INFIN BASEMENT SQ FTG:
FINISHED BASEMENT SQ. FTG:
GARAGE SQ. FTG:
:t 3Z
DECK/COV. PATIO SQ. FTG:
OCCUPANCY GROUP:
CONSTRUCTION TYPE:
HEAT SOURCE:
# OF BEDROOMS:
TOTAL HABITABLE SPACE:
Ahn` e
IMPERVIOUS SURFACE AREA:
COST OF PROJECT:
i/ q] ""
30% SLOPES ON PROPERTY:
IV 0
SEWER OR ON -SITE SEPTIC
SYSTEM?
MANUFACTURED HOME
Width:
Manufacturer:
Length: Year:
Pit Set:
RELOCATION
Previous Address:
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
Inspector: Phone:
Address:
State
Fax:
Zip
City
State Zip
SPECIAL INSPECTIONS
(- BOLTING fl CONCRETE
n REINFORCEMENT C WELDING
Firm Name: Phone:
Inspector(s):
Fax:
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.
Ownershi of resuitin develo ment ri hts -ranted b ., an issued- ..ermit inure tothe-- b e
P 9 P 9 9 Y Y P p �p rty owner.
Print Name Signature
Method of Payment: (Faxed permit applications will only be accepted with major bankcard)
❑ Cash n Check n Mastercard ❑ VISA [1 Other
Bankcard #: Expires: VIN #:
Authorized Signature:
This site plan is being submitted for the purpose of
obtaining a building permit and is a true and correct
representation of the proposal. All known property
lines /dimensions, curb lines, structures and easements
have been identified. Also indicated are wetlands,
bodies of water, steep slopes or other critical areas.
Signed:��
Date:
o
NCO
co
7
1
3_
XI j3 RI 04 0 0
NDDQ
II CI M 44
RI
m ?0 IIn
CI
t
Y
W
05 (3 i kea+A
/S ppe 1'r
-BAbVIDE DIAGRAMS AND
NGINEERING LAYOUTS FOR
OOF TRUSSES, BEAMS AND
.FLOOR SYSTEMS PRIOR TO FRAMING
/INSPECTIONS
1. „iiiii&k,..
i
coctbi- To pk -f "4/
.2 >eV /6" a
1 -0
Enay,'tNe r.ed
T g
L- =id TZ S
44 c
0' TO 96' -0' BUILDING LENGTH
--1-
6' -0' MAX. 1 TO 14 BAYS @ 6' -0' O.C. MAX. 6' -0' MAX.
\1 I "1
D
(-
Ir`1
1r.1 Ir`1 Ir`1
16'
\_/
r
(
\_/ \_/
1
•
1
--1
/
4' X 6' HEM -FIR #2
TREATED � TIMBE
■
1 R
\_/ \_/ \_/
r
I
I I
I I
I I
I I r
I I (
#4 BARS @ 24' O.C.,
OR FIBERMESH
r
I
\_/
4' THICK FLOOR
FLOOR OPTIONAL
f�
_.4._
CONCRETE PIER
SCHEDULE FUR
TYPICAL SID
"
1
- SEE
SIZE
E
WALL & ENDWALLS
" , _
1 (
30 PSF
16'
1�1
1
1
( ) f
SP .IFI.ATIONS: PLAN VIEW
1. DESIGN IS BASED ON THE REQUIREMENTS OF THE 2003 INTERNATIONAL BUILDING CODE
ALLOWABLE SOIL BEARING PRESSURE IS 2,000 PSF PER IBC TABLE 1804.2.
2. CONCRETE F'c = 2,500 PSI @ 28 DAYS. MAX. SLUMP 4'; MIN SLUMP 2'.
3. IN LIEU OF PIERS, TIMBERS MAY BE PLACED DIRECTLY ON EXISTING CONCRETE
SLAB BY BOLTING TIMBER TO SLAB WITH CONCRETE EXPANSION ANCHORS @ 4' -0' 0. C.
4. FOR AREAS WITH PARTIAL EXISTING SLABS,. NEW SLAB AND TIMBER BEAMS MAY BE
PINNED TO EXISTING CONCRETE W/ 142'0 CONCRETE EXPANSION ANCHORS
48' 0. C. @ SLAB EDGE.
BUILDING SPAN
4' MINIMUM CONCRETE FLOOR
ARIE
SEE SCHEDULE
4' COMPACT SAND OR SOIL BASE
SECTION A -A
i
4' X 6' HEM -FIR #2
TREATED TIMBE
PB44R SIMPSON POST BASE
m
16', 20'
OR 24'
DIAMETER
FORM WITH SONOTUBE
SECTION B -B
TYPICAL PIER DETAIL
4' X 6' HEM -FIR #2
TREATED TIMBER BEAM
PB44R SIMPSON POST BASE
NOTE: WHEN SIDEWALL OPENINGS UP TO 16' -0' WIDE ARE
INSTALLED USE BIGFOOT' PIER BASES 24' DIAMETER
@ EDGE OF OPENING TO SUPPORT DOOR JAMBS.
16', 20'
OR 24'
DIAMETER
SECTION C -C
TYPICAL PIER DETAIL
PIER SIZFS
SPAN
LIVE LOAD
PIER DIAMETER
LIVE LOAD
PIER DIAMETER
20'
30 PSF
16'
40 PSF
16'
24'
30 PSF
16'
40 PSF
16'
26'
30 PSF
16'
40 PSF
20'
28'
30 PSF
16'
40 PSF
20'
30'
30 PSF
20'
40 PSF
20'
32'
30 PSF
20'
40 PSF
20'
36'
30 PSF
20'
40 PSF
22'
40'
30 PSF
20'
40 PSF
24'
I EXPIRES 12/29/05
WAMBEKE ENGINEERING
Daniel Wambeke, P. E.
2913 Eat WA 9 Court
223
Tel, 509 -443 -6186 Fax. 509 -448 -6582 a -na0. deanbekeensn.con
FOUNDATION DESIGN FOR PACKAGE STUD FRAME BUILDINGS
USING TREATED TIMBER BASE & CONCRETE PIERS
30 PSF & 40 PSF ROOF SNOW LOAD
KINGS WAY INDUSTRIES
3621 WEST SMYTHE ROAD
SPOKANE, WASHINGTON 99224
DRAWN
BY
DATE
DRAWING NO, KINGS WAY.FON- 18C2003
WAMBEKE
3 -09 -04
SCALE. N.T.S. (SHEET■ 1 OF t
REV.
ft406)/A2
Mission Meadows
M agc 55 or oldcr Rcsidcntial Community
Richard Mason
Owner --
15918 East Cameron Court
Spokane Valley, WA 99037
509 - 928 -5160 509 - 953 -3923 fax 509 - 927 -6757
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