2007, 04-25 Permit App: 07001473 MHProject Number: 07001473 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 4/25/2007 Page 1 of 2
Project Information:
Permit Use: SET 27 X 53 2007 SKYLINE
Setbacks: Front 20 Left: 5 Right: 12 Rear: 15
Contact: MISSION MEADOWS LLC
Address: 15918 E CAMERON CT
C - S - Z: VERADALE, WA 99037
Phone: (509) 953-3923
Group Name:
Site Information: Project Name:
Plat Key: Tame: MISSION MEADOWS MHP MFG HOME PK 123 UNITS
District: East
Parcel Number: 55083.9066 Block:
SiteAddress: 1805 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
Released By:
Sewer Review
Permits:
Released By:
Contractor: OWNER
Item Description
INSPECTION FEE
Manufactured Home
Firm: OWNER
Phone: (000) 000-0000
Units Unit Desc
2 # SECTIONS
Operator: JD Printed By: JD
Fee Amount
$100.00
Permit Total Fees: $100.00
Print Date: 4/25/2007
Project Number: 07001473
Notes:
Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 4/25/2007
ALL PERMIT APPLICATIONS IN MISSION MEADOWS MHP MUST HAVE PLANNING
DIVISION REVIEW BY MICKI HARNOIS OR GREG MCCORRMICK
Payment Summary:
Permit Type
Manufactured Home
Fee Amount Invoice Amount
$100.00 $100.00
Amount Paid
$0.00
Amount Owing
$100.00
$100.00 $100.00
$0.00
$100.00
Page 2 of 2
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: 4/25/2007
PLANNING DEPT. APPROVE
�t Permit Center
*Mane 11707 E Sprague Ave, Suite 1,6;6
Val ley (5Sp09)68okane Valley8-0036,FAX: WA (509 992:6
)688-003APR 2
Community Development www.spokanevalley.org
Manufactured Home
Permit Application
OTHER
PERMIT NUMBER 1(4 7 -�
PERMIT FEE:
SITE ADDRESS: /b)05 --
ASSESSORS
105ASSESSORS PARCEL NO: 550 $3 gob (P LEGAL DESCRIPTION: Lo %L 97 A/55%00 PA -V-5 /9171P
Building Owner:
Name: A/552) Agee `` //
Address: /53i,/ , Camevvv1 C/
City: 5/1), j,,7 (,�(4 State: wit/ Zip: y7oi7
Phone: 5) ___32
3 Fax: Z 7 _ (07 5- 7
Contact Person
Name: ,, 4716',5 L1
Phone: ci 5 Y 2 '3
Describe the scope of work in detail:
Contractor:
Name: /1�.11__.
c_i
Address:
City:
State:
Zip:
Phone:
Fax:
Contractor Lic No:
Exp Date:
City Business Lic. No:
x'.42 Glu 4' /flayed 740ye
MANUFACTURED HOME
Width: Z7 ! //
Length: 5 3
Year: Z 007
Pit Set: Ve S
4depattiE8—iv----ven
Manufacture: S-ky e
Previous Address:
Proposed Use:
Peslda-n
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
Method of Payment
0 Cash
Bankcard #:
Authorized Signature:
REVISED 8/232005
0 Check
❑ Mastercard
Expires:
Date subm23, 2 7
❑ VISA
VIN#:
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STANDARD TIE -DOWN DETAILS
TABLE 6
SEE NOTE #1
STRAP ANGLE STRAP ANGLE
(
ANCHOR TO BE RATED FOR 3684# OF WORKING STRESS, TOTAL FOR BOTH
STRAPS.
(INSTALLED PER ANCHOR MANUFACTURER'S INSTRUCTIONS SEE NOTE 3)
SINGLE -WIDE
INSTALL STRAP & ANCHORS
6'-8' @ ZONE II
5'-4" @ ZONE III
4'-0" @ ZONE II & III
FOR SHED ROOF
SINGLEWIDES
SEE TABLE FOR ELEVATION &
STRAP ANGLE LIMITATIONS
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STRAP ANGLE
ANCHOR TO BE RATED FOR 3684# OF WORKING STRESS,TOTAL FOR BOTH
STRAPS.
(INSTALLED PER ANCHOR MANUFACTURER'S INSTRUCTIONS SEE NOTE 3)
DOUBLE -WIDE
USE 24' WIDE RESULTS FOR 12' HALF OF 22' WIDE DOUBLEWIDES
SEE NOTE #1
WIDTH
WIND ZONE II
', "WIND ZONE 111
MIN. & MAX.
ELEVATION
MIN. & MAX.
DIAGONAL STRAP ANGLE
MIN. & MAX.
ELEVATION
MIN. & MAX.
DIAGONAL STRAP ANGLE
12'
14" TO 25"
25° TO 40°
14" TO 26"
25°T041°
14'
12"TO 27"
20.5° TO 40°
12"TO 28"
20.5° TO 41°
12' SHED ROOF
25.2"TO 34.6"
41° TO 50°
25.2"TO 34.6"
41 ° TO 50°
14' SHED ROOF
23.4" TO 38.4"
36° TO 50°
23.4" TO 38.4"
36° TO 50°
16'
16" TO 36"
20.5° TO 40°
15.5" TO 38"
19.5° TO 41°
18'
20" TO 44"
20.5° TO 40°
19" TO 47"
19.5° TO 41°
20' OR 22' `
12" TO 15"
34° TO 40°
12"TO 16"
34° TO 42°
24'
12"TO 22"
24.5° TO 40°
12" TO 23.5"
24.5° TO 42°
28'
12" TO 23.5"
23° TO 40°
12" TO 25.5"
23° TO 42°
32'
12" TO 33"
16.6° TO 39.3°
12" TO 36"
16.6° TO 41.8°
16' SHED ROOF
21"TO 27.5"
25.9° TO 32.4°
21"TO 27.5"
25.9° TO 32.4°
NOTES:
1) FOR STRAP MATERIAL SPECIFICATION, CONNECTION TO FRAME I -BEAM & OTHER SETUP INFORMATION, REFER TO SKYLINE INSTALLATION
MANUAL
2) FOR ANCHORING SYSTEMS, THE INSTRUCTIONS SHALL INDICATE: A) THE MINIMUM ANCHOR CAPACITY REQUIRED; B) ANCHORS SHOULD
CERTIFIED BY PROFESSIONAL ENGINEER, ARCHITECT, OR A NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE,
BASED ON THE MAXIMUM ANGLE OF DIAGONAL TIE AND/OR VERTICAL TIE LOADING AND ANGLE OF ANCHOR INSTALLATION, AND TYPE OF
IN WHICH THE ANCHOR IS TO BE INSTALLED; C) GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 2
INCHES ABOVE THE WATER TABLE; D) GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULI
BE INSTALLED TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SLIDING FORCES; E) ANCHORING EQUIPMENT SHOULD BE CERTIFI
BY A PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN /
STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS.
3) ANCHORS RATED @ 3150# OF WORKING STRESS TOTAL FOR BOTH STRAPS, MAY BE USED IF STRAP & ANCHOR SPACING IS REDUCED TO
@ WIND ZONE it AND 4'-6" @ WIND ZONE III. STRAPS AND ANCHORS MAY BE INSTALLED 4'-0" O.C. ON SHED ROOF SINGLEWIDES WITH
ANCHORS RATED @ 3150#.
4) THE A -B CHANCE STRAP SEAL DEVICE DEPICTED BY FIG. 5-12 MAY BE USED AS DIRECTED FOR ATTACHING THE REQUIRED DOUBLEWIDE
CENTERLINE STRAPS TO GROUND ANCHORS.
5) STANDARD TIE -DOWN DETAILS ARE NOT APPLICABLE TO 5/12 ROOF PITCH DOUBLEWIDES @ WIND ZONE II & III.
30
SKYLINE CORP.
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8'
52'
8'
8'
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1680# 1680# 44801t 4480#
--- --- ----- -- o - — e — _ o - - =-a-
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18'-6' 26'-l0
1570# 1570#
N-- ------- ----------A-
PIER POINT LAYOUT (PIERS @ I -BEAM & CENTERLINE WITHOUT PERIMETER FOUNDATION)
•DIVISIONS
30 PSF ROOF- ZONE
X COLUMN SUPPORTS : SEE'ASOVE DIAGRAM FOR LOCATIONS & LOAD REOUIRENENTS 0 301 ROOF ZONE.
0. I-I1EAN PIER SUPORTS : SEE PAGE 11 OF INSTALLATION MANUAL FOR LOADING CAPAOIIES 0 301 ROOF ZONE.
Cl SIDE VALL PIER SUPPORTS FOR. LOCATION OF PATIO DOORS OR OTHER LARGE OPENINGS.
NOTE I CONTACT MANUFACTURING DIVISION FIR LOCATION OF OPTIONAL PATIO DOORS IR OTHER LARGE OPENINGS.
111 341 552
112 344 553
115 345 571
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131
355
591
528
812
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143
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SHEET OF
163
535
BOX LENGTH
DESCRIPTION 11: 21-8166
DRAWING NUMBER
171
596
161
538
52'-0"
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