2007, 07-02 Permit App: 07002533 GarageProject Number: 07002533 Inv: I Application Date: 7/2/2007 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Proiect Information:
Parcel Number: 55083.9066 Block:
SiteAddress: 1805 N GRADY PL
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:
Review
Building Plan Review
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Released By: ,
Landuse/Zoning/HE ConditionsReleas�d�t'
Permits:
Operator: JD Printed By: JD Print Date: 7/2/2007
Project Number: 07002533 Inv: I Application Date: 7/2/2007 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Proiect Information:
Permit Use: 23 X 24 GARAGE 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: Lot:
SiteAddress: 1805 N GRADY PL
Owner: Name: MISSION MEADOWS LLC
Address: 15918 E CAMERON CT
Location:: CSV 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
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Review Information:
Review
Building Plan Review Released By: 7,U �]
Landuse/Zoning/HE Conditions
Released By:
Permits:
Operator: JD Printed By: JD Print Date: 7/2/2007
Projeci Number: 07002533 Inv: I Application Date: 7/2/2007 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Building Permit — -
Contractor: OWNER Firm: OWNER
Phone: (000)000-0000
Building Characteristics
Building Height 13
Description Grp Type Notes
GARAGE U-1 VB
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
Notes:
Permit Total Fees:
Total Project:
Scl Ft Valuation
552 $10,488.00
552 $10,488.00
Fee Amount
$195.25
$48.81
$4.50
$248.56
ALL PERMIT APPLICATIONS IN MISSION MEADOWS MHP MUST HAVE PLANNING
DIVISION REVIEW BY MICKI HARNOIS OR GREG MCCORRMICK
Payment Summary:..... =�
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $248.56 $248.56 $0.00 $248.56
$248.56 $248.56 $0.00 $248.56
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: JD Printed By: JD Print Date: 7/2/2007
This Application:
Sg Ft Valuation
iL 552 $10,488.00
Totals:
552 $10,488.00
Units
Unit Desc
1
SELECT
1
SELECT
1
SELECT
Permit Total Fees:
Total Project:
Scl Ft Valuation
552 $10,488.00
552 $10,488.00
Fee Amount
$195.25
$48.81
$4.50
$248.56
ALL PERMIT APPLICATIONS IN MISSION MEADOWS MHP MUST HAVE PLANNING
DIVISION REVIEW BY MICKI HARNOIS OR GREG MCCORRMICK
Payment Summary:..... =�
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $248.56 $248.56 $0.00 $248.56
$248.56 $248.56 $0.00 $248.56
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: JD Printed By: JD Print Date: 7/2/2007
oumatiG Spokane Valley, WA 99 i_VJ PERMIT FEE:
JL
!'Alle,y(509)688-0036 FAX: (5(i b -0037
,;,o*'ultitiv Mokj
anevalle .01 JUN 2 9(!T)
�.
Community DevelopmentResidential Construction
H*�n F] Accessory Bldg
Permit Application -- Addition/Remodel ❑ Deck
® Other C.
SITE ADDRESS: /dos 'Y • C I-c� All�y f
ASSESSORS PARCEL NO: �j � �3 w ' LEGAL DESCRIPTION: Zot f�T�t
�5tdvt E���3iU� /
Building Owner:
Name: isl t3vT i�Gv� C. C .
Address. %
City:�State: Zip.
Phone:-�� - Fax: 27_&7S.
Contact Person
Name: C
Phone: ` 0q- 3 -3
Describe the scope of work in detail:
Contractor: °-
Name:'
Address:
City: State: Zip:
Phone: Fax:
Contractor Lic No: Exp Date:
City Business Lic_ No:
Cost of Project: S 12- 100 0
Proposed Use: R3�t
x4irm r hi% emmplete• (write N/A if not appHeable)ic:ti**"&0t****************
HEIGHT TO
DIMz3SIXNS: I
# OF STORIES:TOTAL
HAB LE SPA CE
MAIN FLOOR TO SQ.
2 FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
AREA
FTG: V,4
A)A
p 1
GARAGE SO . FTG:
DECKICOV. PATIO SQ- FTG:
3Y1. SLOPES ON
PROPERTY: No
FINISHED BAS MENT
SQ. FTG: IJ�V�!#-
# OF BEDROOMS:
CONSTR TION TYPE:
HEAT SOURCE:
SEWEA4-
m
The permitee verifies, acknowledges and agrees by their signature that: 7) if this permit is for construction of or on a dwelling, the
dwelling istwill 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 representthe 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) Pians or additional information may be required to be submitted, and subsequently approved before
this application can be processed.
SIGNATURE: DATE: ���
Method of Payment:
❑ Cash ❑ Check
Bankcard #:
Authorized Signature:
REVISED 2115107
❑ Mastercard ❑ VISA
Expires: VIN#:
A)
i� 40#
0
to
' YA
26'
;t
46
co
Z3r
x
y
. .
• LOT 45
1805 N. Grady Lane
Norm
Scale: I"= 209
Resident approval of site plan
Sksa date .21,1621ve-a
SiBnata date � �
1 ! 100 1
,j mo
_ — GRAIP Y LANE
CC1 8'i, Io
1 021 8 6
arvr\!-4.1YI- VPtL_E_LZ I DUILL1111U L)=I- mI IVIr—U 1
11707 E. Sprague Avenue #ID-3, 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 this detail
as a portion of your plan submittal, please complete the requested inform ation in the boxes provided on both sides of this sheet
This completed sheet, along with any additional information needs to be submided with your apibcation and be on site at the time
of inspection.
PROTECTION AND OPENINGS BETWEEN
DWELLINGS AND PRIVATE GARAGES SHALL HAVE:
t) MATERIALS APPROVED FOR ONE HOUR FIRE
RESISTIVE CONSTRUCTION ON THE GARAGE SIDE
• SW TYPE •X" GYP BOARD WABITABL.E SPACE ABOVE)
• 1Z GYP BOARD (RESIDENCEIATTIC. FLOORICEIUNG)
2) OPENINGS BETWEEN GARAGE AND RESIDENCE
SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOLID OR
HONEYCOMB CORE STEEL DOORS NOT LESS TKAN 1318-,
OR 201ANt1TE PIPE RATED DOORS.
(2)a4
ALTERNATE FOUNDATION FOR
ACCESSORY BUILDINGS FROM
400 SQ. FT. TO 3000 SO. FT.
NOTA
Diagonal wall bracing required on
Each comer and every 25 feet of wall.
Walls within 3 feet of a property fine or
within 6 feet of a dwelling must be 1 hour
rated. (SIS' type -C• gypsum sheeaNng
on both sides of wall). Openings are not
permitted in these walls. Garages over
3,000 sq. ft. require protection when
closer than 20 feet to the property fine.
Parapets may be required.
ENGINEERED TRUSS
r„ Fc�: _ . _ SPACING
X @ Z_�4 ifb.C.
SECTION A -A ROOEIIJG MATERIAL
1 %$" GAP ROOFtNG_ PAPER
6E;. Y�ENISM�,q KING; ,.,
ROOF
/ i'% 2-` SHEATHING
I 24" MIN.
a 6" MIN.
24"MIN.
(2) €4 REW
S0tfDSt0CMG J
BETWEEN.TRUSSES
WALL SHEATHING
SIDING
1
6' MIN.
2[4" MIN.
6'X1
FOOTING
DOUBLE TOP PLATE
WALL HEIGHT r
?uc� t LO.C.
PRESSURE TREATED
SOLE PLATE
�3-tf2'CONCRETE SLAB
k : •, t
ANOR BOLTS
(7• INTO CONCRETE)
6' O. C. OR APPROVED
ANCHOR INSTALLED
PER MANUFACTURER
1-UUNUA 11UN FLAN
PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW.
BUILDING DIMENSIONS: _;?_3 IK? V/
GARAGE OPENING AND HEADER SIZE: 1l0 / 5 lZ X JLil G Llg� WN,
IND ICA1 E THE LOCATION AND SIZE OF L WINDOWS�AN DOORS ON THE PLAN.
C ie J J 77 i� V1fvt #�:ejcfV'e
(� I'\ WIDTH �2 -
RIDGE EVE
FOUNDATION 4LLS - 3000 # PSI
SLABS, GAAAG S, CARPORTS f
& PORCH S - 3500 # PSI
-ALL FOOTINGS LUST BE CONTINUOUS
f
f
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
i
i
i
i
i
PROTECTION AND PEWNGS BETWEEN
f DWECLfNG AND PRIVA_ GARAGE SHALL HAVE: �U j
1
I ) MATERIALS APPROVED FOR ONE HOUR FIRE RESISTIVE Viz, zX �
CONSTRUCTION ON THE GAR ,E SIDE:
f
❑ 5/8" TYPE "X" GYP BOARD i ABITABLE SPACE ABOV!13 ex (0
❑ 1/2"GYP BOARD (RESIDE ^J( _/AT TIC, FLOOR/CEILING
( 2) OyyPgqENINGS BETWEEN GARAGE AND RES(( ENCE SHALL VV
WITH OLED
ES7OER
DO RS NOTPED HONEYCOMB -CORE
WOODSS THAN 1 /6'SOR1OR 20 MINUTE FIRE RATED
! l
Cf00RS. A t<
CONCRETETO C0 PLY"TO IAC TABLE 404.1.1��
FOUNDATION 4LLS - 3000 # PSI
SLABS, GAAAG S, CARPORTS f
& PORCH S - 3500 # PSI
-ALL FOOTINGS LUST BE CONTINUOUS
f
f
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
i
i
i
i
i
FOUNDATION 4LLS - 3000 # PSI
SLABS, GAAAG S, CARPORTS f
& PORCH S - 3500 # PSI
-ALL FOOTINGS LUST BE CONTINUOUS
f
f
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
SIMPSON UPLIFT
STRAP
1,800 POUNDS
'L.4
TWO ANCHOR BOLTS
IN,vTtl-LED INACCORDAYCE
WITH FIGURE R403.1(1) SHALL
BE PROVIDED IN EACH PANEL.
ANCHOR BLOTS SHALL BE
PLACED AT PANEL QUARTER
POINTS
2' g,, MIN. WIDTH
1/16" OSB SHEATHING
319" MIN.
NAILEDWITH9d COMMON
OR GALVINIZED BOX NAILS
IN ACCORDANCE WITH TABLE
R(,02.3(1) AND BLOCKED AT ALL
WOOD STRUCTURAL PANEL
SHEATHING EDGES.
BACK LACH STRAP
AllT STUD
RECOMMENDED HOLD
IN 8" FROM EDGE OF
BR -ACING PANEL
L
IN FIRST S']'()ky OF
TWO-STORY BUILDINGS,
SHALL HAVE AT LEAST THREE
• ANCHOR BOLTS, PLACED AT
ONE-FIFTH POINTS
'6
•
of FounloAi ort ur
SIMPSON UPLIFT
STRAP
3,000 POUNDS
(A SCALE: I P- 0'
A LL_
C'1�IG
ALTERNATE�I�
v
NE
'A:.10.6 ALTERNA7L HILACL-1)".ILLP.IIELS
F
FIGURE 1
CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS
OVER CONCRETE OR MASONRY BLOCK FOUNDATION
Outside Elevation
Extent of header (Two braced wall segments)
-- Extent of header (One braced wall segment)
Max.
height
VI°7 Ypi!
7
r
4
2' to 18' (finished width) / /
Fasten sheathing to header with Top plate
8d common nails in 3" grid continuity is
pattern as shown and 3" o.c. in required per
all framing (studs and sills) typ. R602.3.2
—1000 Ib header -to -jack -stud strap
on both sides of opening
(Install on backside as shown on
Side Elevation, Ref. No. LSTA24)
Min. (2) 2x4 typ.
Braced wall
segment per
R602.10.5
If panel splice is needed it shall
occur within 24" of mid -height.
Blocking is not required.
Min. width based on 6:1
height -to -width ratio: For
example: 16" min. for 8' height
No. of
jack studs
per table
R502.5(1 &2)
Min. 2"x2"x3/16" plate washer
Anchor bolt per R403.1.6 Typ. Foundation per code
Side Elevation
Sheathing filler
if needed
16d sinker
nails in 2 rows
@ 3" o.c.
1000 Ib header -
to -jack -stud strap
on both sides
of opening (Ref.
No. LSTA24)
3/8" min.
thickness wood
structural panel
sheathing
Not to scale
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 FOP ' "J0 1PLIANCE
SPOKANE ,!NI_
---