2007, 05-17 Permi App: 07001841 GarageProject Number: 07001841 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 5/17/2007 Page 1 of 2
Project Information:
Permit Use: 16 X 24 GARAGE ATT TO MFH
Setbacks: Front
Site Information:
Plat Key:
Left: Right: Rear:
Contact: MISSION MEADOWS LLC
Address: 15918 E CAMERON CT
C - S - Z: VERADALE, WA 99037
Phone: (509) 953-3923
Group Name:
Project Name:
Name: MISSION MEADOWS MHP MFG HOME PK 123 UNITS
District: East
Parcel Number: 55083.9066
Block:
SiteAddress: 1726 U N HODGES LN
Location:: CSV
Lot:
Owner: Name: MISSION MEADOWS LLC
Address: 15918 E CAMERON CT
VERADALE, WA 99037
Zoning: UR -7 Urban Residential -7
Water District: 134 CONSOLIDATED ID #19
Area: 11.74 Acres Width: 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Review
Building Plan Review
Released By:
Landuse/Zoning/HE Conditions
Permits:
Released By:
Operator: JD Printed By: JD Print Date: 5/17/2007
Project Number: 07001841 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 5/17/2007 Page 1 of 2
Project Information:
Permit Use: 16 X 24 GARAGE ATT TO MFH
Contact: MISSION MEADOWS LLC
Address: 15918 E CAMERON CT
C - S - Z: VERADALE, WA 99037
Setbacks: Front Left: Right: Rear: Phone: (509) 953-3923
Group Name:
Site Information: Project Name:
Plat Key: Name: MISSION MEADOWS MHP MFG HOME PK 123 UNITS
District: East
Parcel Number: 55083.9066 Block:
SiteAddress: 1726 U N HODGES LN
Location:: CSV
Lot:
Owner: Name: MISSION MEADOWS LLC
Address: 15918 E CAMERON CT
VERADALE, WA 99037
Zoning: UR -7 Urban Residential -7
Water District: 134 CONSOLIDATED ID #19
Area: 11.74 Acres Width: 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Review
Building Plan Review
Released
7
Landuse/Zoning/HE Conditions
Permits:
Released By:
Operator: JD Printed By: JD Print Date: 5/17/2007
Spokane
jValley
Community Development
SResidential Construction
Permit Application
11703 E Sprague Ave, Suite B-3
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037
www.spokanevalley.org
SITE ADDRESS:
PERMIT NUMBER:
PERMIT FEE:
ew Construction Accessory Bldg
Addition/Remodel Deck
J1 Other: al4 el yco/a e
/774Niyes6
ASSESSORS PARCEL NO: S�OS�. 9O ' LEGAL DESCRIPTION: 4/�lj55%vr► ///.eei`-% S ,49,4 '
Building Owner:
Name: /91,5,0,,, lli°Gaohls L-1--c--
LCAddress:
Address:
/.5" /re /
( me £-
City: 3pdi �tol, I
State: IN A Zip.4q 3
Phone: 50 q_.
?S3-39
Fax: ��! 9Z7 -�% s...7
2._
Contact Person
Name: .,C-(114,4 td 0'1,67 ' Srlln
Phone: ) % E, CG. 1 4..
Describe the scope of work in detail:
Contractor:
DIMENSIONS:
/to/ x zg/
# OF STORIES:
/
Name: 0W .
OSQ.
MAIN FLOOR TO
FTG: iu f►
2"D FLOOR SQ. FTG:
�f�
Address:
IMPERVIOUS SURFACE'
AREA: « /T� Z
FINISHED BASMENT
SQ. FTG: ]iv �395-
City:
State:
Zip:
Phone:
Fax:
HEAT SOURCE
Contractor Lic No:
Exp Date:
City Business Lic. No:
Cost of Project: $
•
coy4tcd r 7 ded ga.4.4 gpvYI `l 4.,Ltd ,
Proposed Use: Pie 51,14-44/1
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK:
/3/
DIMENSIONS:
/to/ x zg/
# OF STORIES:
/
TOTAL HAB ABLE SPACE:
/U
OSQ.
MAIN FLOOR TO
FTG: iu f►
2"D FLOOR SQ. FTG:
�f�
UNFIN BASEMENT SQ. FTG:
N 14-'
IMPERVIOUS SURFACE'
AREA: « /T� Z
FINISHED BASMENT
SQ. FTG: ]iv �395-
GARAGE SQ. FTG:
DECK/COV. PATIO SQ. FTG:
ii)/4-
30% SLOPES ON
PROPERTY: ON,
# OF BEDRO�
CONSTRUCT TYPE:
HEAT SOURCE
SEWER OREPTIC?
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:
*Methof Payment:
od
❑ Cash
Bankcard #:
Authorized Signature:
REVISED 2/15/07
7/114?,,,
❑ Check 0 Mastercard
Expires:
DATE:
❑ VISA
VIN#:
/4 2w7
c
,Project Number: 07001841 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 5/17/2007 Page 2 of 2
Building Permit
Contractor: OWNER Firm: OWNER
Phone: (000) 000-0000
This Application: Total Project:
Description Grp Type Notes Sci Ft Valuation Sci Ft Valuation
GARAGE U-1 VB 384 $7,296.00 I'-384 $7,296.00
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
Notes:
Totals: 384 $7,296.00 384 $7,296.00
Units Unit Desc
1 SELECT
1 SELECT
1 SELECT
Permit Total Fees:
Fee Amount
$153.25
$38.31
$4.50
$196.06
ALL PERMIT APPLICATIONS IN MISSION MEADOWS MHP MUST HAVE PLANNING
DIVISION REVIEW BY MICKI HARNOIS OR GREG MCCORRMICK
Payment Summary:
Permit Type
Building Permit
Fee Amount Invoice Amount Amount Paid Amount Owing
$196.06 $196.06 $0.00 $196.06
$196.06 $196.06 $0.00 $196.06
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: JD Printed By: JD Print Date: 5/17/2007
.r�r�.wou5iglassamompoolor
w.11�r .wnr
lir IMP°
LOT 17
1726 N. Hodges Lane 11,,11_.. IWO
North a.. -
111111.... 11...11.
Scale: 1" m 20'
.x.111111.11
.3
•
15 16
PLANNING DEFT, APPROVED QED
By: It
City of
SPOKANE VALLEY BUILDING DEPARTMENT
11707 E. Sprague Avenue #105, Spokane Valley, Washington 99205 - Tel 509-535-0035 - Fax 509-683-0037
Following is a typical cross-section for a residential garage. It may not represent the proposed project If you are using this devil
as a portion of your plan submittal, please complete the requested information in the boxes provided on both sides of this sheet
This completed sheet, along with any additional information needs to be submitted with your apfrica5on and be on site at the time
of irspecbon.
PROTECTION AND OPENINGS BETWEEN
DWELLINGS AND PRIVATE GARAGES SHALL HAVE:
1) MATERIALS APPROVED FOR ONE HOUR FIRE
RESISTIVE CONSTRUCTION ON THE GARAGE SIDE:
' 518' TYPE 7C GYP BOARD (HABITABLE SPACE ABOVE)
112' GYP BOARD (RESIDENCEIATTIC, FLOOR/CEIUNG)
2) OPENINGS BETWEEN GARAGE AND RESIDENCE
SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOLID OR
HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 316',
OR 20 MINUTE FIRE RATED DOORS.
ALTERNATE FOUNDATION FOR
ACCESSORY BUILDINGS FROM
400 SQ. FT. TO 3000 SQ. FT.
SECTION A -A
NOTE:
Diagonal wan bracing required on
each comer and every 25 feet of wan.
Walls within 3 feet of a property fine or
within 6 feet of a dwelling must be 1 hour
rated. (516' type "X" gypsum sheathing
on both sides of wan). Openings are not
permitted in these walls. Garages over
3,000 sq. ft require protection when
closer than 20 feet b the property fine.
Parapets may be required.
ENGINEERED TRUSS.ARR
SPACING
x
ROOFING MATERIAL
/4.0/J ROOFING PAPER
I/ "
32 -ROOF rY r
SHEATHING
SOLID BLOCKING
BETWEEN.TRUSSES
3k" WALL SHEATHING -f
SIDING
6' MIN.
24" MIN.
DOUBLE TOP PLATE
WALL HEIGHT e7,-.0
� 'r
2x t1a /6,-_OO.c.
PRESSURE TREATED
SOLE PLATE
3-1/2" CONCRETE SLAB
4.
•,
6"x12"
FOOTING
ANCAOR BOLTS
112"a" MIN.
(T INTO CONCRETE)
6' O. C. OR APPROVED
ANCHOR INSTALLED
PER MANUFACTURER.
SIMPSON UPLIFT
STRAP
1,800 POUNDS
' 4111111111N1111M1:111111111111
11 -1111111131 011111111111111-, C111111111,11111111110,1J1111
4 . 41.. 4 a . • It .8..8 .. 4.
.• • '0. :.•.. :1 0. 0 ‘.a...• '...
, .. d , 4, .. 0 , . 0, .' d•
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• '.' .• '.; •• t '. 0 '4.
O. • a O.. a c
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a .• "" " " a .• " a
a . . 4, . 0, .4A . •44 4
0 '0. • • • '0. 0 0 '0. • '•
•84. . . .4.8. . . .
••• • • e.• e.• a • • • ••• a •
TWO ANCHOR BOLTS
1NSTA_LLED IN ACCORDANCE
WITH FIGURE R403.1(1) SHALL
BE PROVIDED IN EACH PANEL.
ANCHOR BLOTS SHALL BE
PLACED AT PANEL QUARTER
POINTS
MAX. HEIGHT 10-0
\\\
2' S'' M1. WIDTH
7/16" OSB SHEATHING
3/8" MIN.
NAILED WITH Scl COMMON
OR GALVINIZED BOX NAILS
IN ACCORDANCE WITH TABLE
R602.3(1) AND BLOCKED AT ALL
WOOD STRUCTURAL PANEL
SHEATHING EDGES.
BACK .ACH STRAP
WIT --1. A STUD
RECOMMENDED H OLD
IN r FROM EDGE OF
BRACING PANEL
111111111111E01111,111111111111111211 -1111111111111111VIN110111111111011111111111111A1111M11111111i1111:
1111111"I' 11' '} 1 117 '11' 1 MITI'
, . 6 •4. .•
a ' ':r t. %el.. .:: •
.• • . • I • ;
. .a. 4ro 7. 0 a . 84 . 0, . 44 .• .
..
..' a ... • . • 0 ;. • • ; al. ; •
8 . 4.0 a
.• • '.• • ". •• ..
. °
. 4, . du. . •, . 4, .46 . 4,
;,... %... .;,... .;..... .:"... ... ';..... ';',... ';.•
, .. 4, .* 4, •44 44 44 .' 4, .4 0, .4 6, .
IN FIRST STORY OF
TWO-STORY BUILDINGS,
SHALL HAVE AT LEAST THREE
ANCHOR BOLTS, PLACED AT
ONE-FIFTH POINTS
SIMPSON UPLIFT
STRAP
3,000 POUNDS
, o • o. •
1!).kt:k "ro,P 350 12> M SCALE: I" = 0"
oF Four.10Attoy.1 witt Lt -
A • _TERNATE BRACING
PANEL
R602.10.4 ALTERNAT BRACED WALL YAKELS
d
K
FOUNDATION PLAN
PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW.
BUILDING DIMENSIONS: C (o / ,x Z9 /
GARAGE OPENING AND HEADER SIZE: id� /ZIA I2_11Cj mer (c( v,
INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN.
eXiSfirvT� t%tt.°HtAtA''
v
WIDTH
1
J(0.'
v
igkF,ZTION AND OPENINGSIBETWEEN
D G AND PRIVATE GARAG SHALL HAVE:
1) MATERIALS APPROVED FOR ONE HOUR FIRE RESISTIVE
CONSTRUCTION ON THE GARAGE SIDE: 1°°❑ 5/8" TYPE "X" GYP BOARD (HABITABLE S ACE ABOVE) OR
❑ 1/2" GYP BOARD (RESIDEN(;E'ATTIC, FL OR/CEILING) a 5 69.. A
2) OPENINGS BETWEEN GARAGt AND RESIDE CE SHALL BE
EQUIPPED WITH SOLID WOOD DOOR, SOLID 0 HONEYCOMB CORE day t/
STEEL DOORS NOT LESS THAN 1 3/8", OR 20 INUTE FIRE RATED
DOORS. Lwwir
* At&4 6' Rtt,.utk'v`S T(N4-d-uS V.0oroa�r-j I
ks.c,,t- vIALI- P�tN6s t Air e4CM Awa, 4 FIRE
Pr& -r GT• a Al E b L t-1 a ....64-t.-r-1iA) fr1A.4•Jo. R -
6
CONCRETE TO COMPLY TO RC TABLE 404.1.1(1)
FOUNQATION WALLS - 30C 0 # PSI
SLABS; GARAGES, CARPC RTS
& PORCHES - 3500 44 PSI
ALL FOOTINGS MUST BE CONTINUOUS
f 3
WW1
1
Please note that while every effort is made to assure the accuracy of the information contained in this brochure is
not warranted for accuracy. This 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.
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
Minimum depth for frost 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.
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 CODE ' OMP
SPOKANE VALLEY BUI r, ING 1
r A.`
IANCE
SION
0