2007, 06-05 Permit App: 07001746 GarageProject Number: 07001746 Inv: 2
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 6/5/2007 Page 1 of 2
Project Information:
Permit Use: 16 X 24 GAR ATT TO MFH
Setbacks: Front
Site Information:
Plat Key: Name: MISSION MEADOWS MHP MFG HOME PK 123 UNITS
Parcel Number: 55083.9066 Block:
Left: Right: Rear:
tr441WMEFMOTPRIMISK rmeasek
Contact: MISSION MEADOWS LLC
Address: 15918 E CAMERON CT
C - S - Z: SPOKANE VALLEY, WA 99037
Phone: (509) 953-3923
Group Name:
Project Name:
:WON -.
District: East
Lot:
SiteAddress: 1807 N MEADOWS PL Owner: Name: MISSION MEADOWS LLC
Address: 15918 E CAMERON CT
SPOKANE VALLEY, WA 99037
Location:: CSV
Zoning: UR -7 Urban Residential -7
Water District: 134 CONSOLIDATED ID #19 Hold: 11
Area: 0 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information: 0.x
Review
Building Plan Review
Released By:
Originally Released: 5/14/2007 By: TMELBOU
Landuse/Zoning/HE Conditions
Released By:
Originally Released: 5/14/2007 By: mharnois
Permits: MEDEgat,
Operator: JD Printed By: JD
Print Date: 6/5/2007
Proj eCt Number: 07001746 Inv: 2
Application Date: 6/5/2007 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Contractor: OWNER
Building Height 13
Building Permit
Firm: OWNER
Phone: (000) 000-0000
Building Characteristics
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
GARAGE U-1 VB 384 $7,296.00
Item Description
Plans ReReview 2006
Notes:
Totals:
Units Unit Desc
1 Hours
Permit Total Fees:
384 $7,296.00
Fee Amount
$58.00
$58.00
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
$58.00 $58.00 $0.00 $58.00
$58.00 $58.00 $0.00 $58.00
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: 6/5/2007
gnature
gnature
1
LOT 120
1807 N. Meadows Place
North
Scale: 1" = 20'
Resident approval of site plan
date
date
SpoCITY OF
kane
jValley
Community Development
•Residential Construction
Permit Application
11703 E Sprague Ave, Suite B-3
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037
www.spokanevalley.org tc
PERMIT NUM13EK: L, /_ 1 7 f(�.
New Construction
n Addition/Remodel
Other:
Accessory Bldg
n Deck
SITE ADDRESS: /'3 U! Ndew,�!l�C / ,v�
ASSESSORS PARCEL NO: 1/.5-0 03 . 6/00:7 LEGAL DESCRIPTION: Z''1 /ZO/ Ai5VO4 14 f t!>5 / J #
Building Owner:
DIMENSIONS:
2! x 2.11
# OF STORIES:
/
Name: Th, 55/01 Age
kJS z_z_G
2"" FLOOR SQA . FTG:
/!r
Address: 5---9)43 F.
m,h tlN
FINISHED BASE ENT
SQ. FTG: /�J
City: SpU� j�
State:
Zip: 990
Phone: �y ,3-3z
Fax: gL7-67757
Contact Person
Name: Q,,' 4/1/141Y1
Phone: 1j of Z3
Describe the scope of work in detail:
Contractor:
DIMENSIONS:
2! x 2.11
# OF STORIES:
/
Name: /�
CJ (-U ALA -
MAIN FLOOR TO SQ.
FTG: AO
2"" FLOOR SQA . FTG:
/!r
Address:
IMPERVIOUS SURFACE
AREA: 52& #2 -
ZFINISHED
FINISHED BASE ENT
SQ. FTG: /�J
City:
State:
Zip:
Phone:
Fax:
HEAT SOURC
SICAE
Contractor Lic No:
Exp Date:
City Business Lic. No:
Cost of Project: $
• f2& a, d!Ee/ Amehui 4671a / 1'.»
Proposed Use: frSidz,f,d2,1
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT ,PEAK:
DIMENSIONS:
2! x 2.11
# OF STORIES:
/
TOTAL HABITABLE SPACE:
A)4 -
MAIN FLOOR TO SQ.
FTG: AO
2"" FLOOR SQA . FTG:
/!r
UNFIN BASEMENT SQ. FTG:
NA-
IMPERVIOUS SURFACE
AREA: 52& #2 -
ZFINISHED
FINISHED BASE ENT
SQ. FTG: /�J
GARAGE SQ. FTG:
2� 5 J 2— CK--
DECK/CO . ,�jATIO SQ. FTG:
/Vft
30% SLOPES ON
PROPERTY: 410
# OF BE i+
CONSTRUCTION TYPE:
-Fro
f yo rr
HEAT SOURC
SICAE
(gEWERy
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:
Method of Payment:
Cash
Ill.Bankcard #:
Authorized Signature:
REVISED 2/15/07
❑ Check
❑ Mastercard
Expires:
DATE:
❑ VISA
VIN#:
39 zoo
*Wane
jUa11eY.
11703 E Sprague Ave Suite 8-3 • Spokane Valley WA 99206
509.688.0036 ♦ Fax: 509.688.0037 ♦ cityhall@spokanevalley.org
•
Residential Plan Submittal Minimums
❑ Completed Building & Mechanical application with: Accurate address, Parcel
Number and/or Legal Description, description of work, owner and contractor
information, signature, and date.
❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans
With details, roof plan, framing plans & details.
❑ Show the height of any proposed buildings or accessory structures.
❑ Floor plan for each floor: Dimension to scale (minimum 1/8") and label each
Room (including sq. footage of house and garage on plans) Show each
level of existing house and square footage of any additions.
All braced wall panel types: show locations and details of installation, including
engineered design.
O Egress windows: Provide at least one window or exterior door approved for
Emergency escape or rescue from a basement and in every room for sleeping.
O Smoke detector locations
❑ 22" X 30" attic access location
O 18" X 24" crawl space access:
O One-hour separation detail: between house and garage
❑ Floor framing details: Joist type, size, spacing and installation details
O Roof framing plan and details
❑ Furnace and hot water heater location.
❑ All header locations: type, size, and connections
❑ Foundation plan
O Insulation information
•
r a -f, N G- ,-N J A slit , N <A/t LA.A4 - i". EAJA L d F Go Nc /Z TG_ 4 F/1, -----r D we414- c F Z xelC
16"ce- FaA-M<-- 'D FOUNDATION PLAN
ON t t -l4 SNL^
Ftik LI,' LL 4k. L ick r : OF G44G i°cAK
PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW.
•BUILDING
DIMENSIONS: Z
GARAGE OPENING AND HEADER SIZE:
uv'/ 57z/ix/a' Zuezawk
INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN.
PV61.14u 414 vim' -a A)6/14
f`----- _ WIDTH
RIDGE LENIE
1 ZL/
3°>t0-'
PROTECTION ANI OPEN'NGS BETWEEN
DWELLING AND PRIVATE GARAGE SHALL HAVE
1) MATERIALS APPROVED
CONSTRUCTION ON THE G
�j U7 5/8" TYPE "X" GYP BOAR
I It., 0 1/2" GYP BOARD (RESID
R ONE HOUR FIRE RESISTIVE
AGE SIDE:
(HABITABLE SPACE ABOVE) OR
CE/ATTIC, FLOOR/CEILING)
2) OPENINGS BETWEEN GAR E AND RESIDENCE SHALL BE
0100'o)avvf%i� EQUIPPED WITH SOLID W001 DOOR, SOLID OR HONEYCOM: ORE
yyvv��,� STEEOORLS. DOORS NOT LESS THA 1 3/8", OR 20 MINUTE FIRE ' ATED
D
A
A
WIC0
e
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
OT
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 this det I
as a portion of your plan submittal, please complete the requested information in the boxes provided on both sides of the sheet
This completed sheet, along with any additional information needs to be submitted with your ap<rgtion and be on site at the time
of inspection.
PROTECTION AND OPENINGS BETWEEN
DWELUNGS AND PRNATE GARAGES SHALL HAVE:
1) MATERIALS APPROVED FOR ONE HOUR FIRE
RESISTIVE CONSTRUCTION ON THE GARAGE SIDE:
• 5/5' TYPE 'X" GYP BOARD (HABITABLE SPACE ABOVE)
• 1/2' GYP BOARD (RESIDENCE/ATTIC, FLOOR/CEIUNG)
2) OPENINGS BETWEEN GARAGE AND RESIDENCE
SHALL BE EQUIPPED WITH SOUD WOOD 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
NOTE:
Diagonal wail bracing required on
each comer and every 25 feet of waft.
Walls within 3 feet of a property line or
within 6 feet of a dwelling must be 1 hour
rated. (5/5' type 'X' gypsum sheathing
on both sides of waft). Openings are not
permitted in these wails. Garages over
3,000 sq. ft require protection when
closer than 20 feet to the property One.
Parapets may be required.
ENGINEERED TRUSS -OR-
"-FTE^SIZE AND SPACING
X @
ROOFING MATERIAL
1/8" GAP
BE t WEEN SHEATHIN(POOFING PAPER
1--12"---1
6" MIN.
24"MIN.
(2) #4 REBAR
ig j/ )
k( ROOF
t ,
,/ SHEATHING
SOLID BLOCKING
BETWEEN.TRUSSES
IN
WALL SHEATHING
1
6' MIN.
1
SIDING
DOUBLE TOP PLATE
WALL HEIGHT
2x iL/b4 0.C.
24" MIN.
Illualul;
4
PRESSURE TREATED
SOLE PLATE
3-1,2' CONCRETE SLAB
•
6"x12'
FOOTING
•
.�
ANCHOR BOLTS
1/2-x9' MIN.
(T INTO CONCRETE)
6' 0. C. OR APPROVED
ANCHOR INSTALLED
PER MANUFACTURER
MAX. HEIGHT 10'- 0"
SIMPSON UPLIFT
A
1,8 0 P(3iJ stri r •;
• ; 't: 3 H t,
-+fl__ • , ;unman
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TWO ANCHOR BOLTS
INSTALLED IN ACCORDANCE
WITH FIGURE R403.1(1) SHALL
BE PROVIDED IN EACH PANEL.
ANCHOR BLOTS SHALL BE
PLACED AT PANEL QUARTER
POINTS
--"oirlIIIIII• , 11NnIIIlA1114111111V(iVllll@III1UIIIIIIIIIIIIIIIIIIIINIIIIID@II1191@INIIWVII111IIOIIIIW911jllllfllll1
2' s" MIA. WIDTH
7/16" OSB SHEATHING
3/8" MIN.
NAILED WITH Sd COMMON
OR GALVINIZED BOX NAILS
IN ACCORDANCE \\'ITH TABLE
R602.3(1) AND BLOCKED AT ALL
WOOD STRUCTURAL PANEL
SHEATHING EDGES.
BACK EACH STRAP
WITji A STUD
RECOMMENDED HOLD
IN 8" FROM EDGE OF
BRACING PANEL
s�-�92111V0' • 111fiICiIMIIIUIIbtgfirlllg�!ji i
6.
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:.iII'III!Ipl111111EB1011111 /1IIIIII1311IIINIIUpJUI T11(lal"
ua .• •01.
0.a •. •Oa
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a•• n •°d•n •.•0•n •.
a•0• .0' .. 0•a 6•a . O. .•d•e .°d•e .
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
EByP.P To. 4' 3f>0! ToM
oF Fo u nl o k c.�--
SCALE: 1" = 1'- 0"
AL:FERN-ATE BRACING
PANEL
P.602.10.6 ALTER:,A7 B R.ACEU WALL PALS
{
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
THESE PLANS MUST BE KEPT
ON THE JOB SITE
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
ne
ale'
RSPOKAN E`VALLEY I I DIN FOR CODE COMPLIANCE