2007, 03-28 Permit App: 07000998 MHProject Number: 07000998 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: 27X48 2006 SKYLINE
Date: 3/28/2007 Page 1 of 2
Setbacks: Front Left: Right: Rear:
Site Information:
MW-a",ligalMeing 'TA* EAU A.M.
Plat Key: Name: MISSION MEADOWS MHP MFG HOME PK 123 UNITS
Contact: MISSION MEADOWS LLC
Address: 15918 E CAMERON CT
C - S - Z: SPOKANE VALLEY, WA 99037
Phone: (509) 891 -9996
Group Name:
Project Name:
Parcel Number: 55083.9601 Block:
SiteAddress: 19322 E AUGUSTA LN
Location:: CSV
Lot:
6153— (g g2
District: East
Owner: Name: CLAYTON HOMES
Address: 15906 E SPRAGUE AVE
SPOKANE VALLEY, WA 99037
Zoning: UR -7 Urban Residential -7
Water District: 134 CONSOLIDATED ID #19 Hold: ❑
Area: 0 Sq Ft Width: 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Depth: 0 Right Of Way (ft): 0
Review
Landuse /Zoning/HE Conditions
Permits:
Contractor: OWNER
Item Description
INSPECTION FEE
Released B$
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: 3/28/2007
Project Number: 07000998 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 3/28/2007 Page 2 of 2
ALL PERMIT APPLICATIONS IN MISSION MEADOWS MHP MUST HAVE PLANNING
DIVISION REVIEW BY MICKI HARNOIS OR GREG MCCORRMICK
Payment Summary: mores° v. =rte
Permit Type
Manufactured Home
Fee Amount Invoice Amount Amount Paid Amount Owing
$100.00 $100.00
$0.00 $100.00
$100.00 $100.00 $0.00 $100.00
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: 3/28/2007
SQ,,. Permit Center
pokane 11707 E S e Ave, Suite 106
valIe Spokane V 11 , OVA 992) � E
y (509)688o 1'AX: (509 6 8- 3
Community Development www.s o1�an alle or
2 7
Manufactured Hom
Permit Application g f D 11 � POTHER
SITE ADDRESS: J 9 zZ E 4u Gj' -f:!%1 P
PERMIT NUMBER:
PERMIT FEE:
ASSESSORS PARCEL NO: 5 So v 3,%0/ LEGAL DESCRIPTION: ZO! %Z/ �?� .s i jie
Building Owner:
Name:
4.), S
Address: /5706)
State: y1 Zip: / f �
f7 �--
City:5 ,494e
Phone
- ei -yy tip
Fax: 8
Contact Person
Name: de Ch AS / �S /t/1
Phone: (5o') %53 37z3
Describe the scope of work in detail:
Se7L )%P�>
" —
Contractor 47 kilo
w i,„,
Name: �leSS /AY, re4�. -4
S LC
Address: j y/�
W e�� ,,
City: aviotz ; /
U�
State: i4
Zip 97 3 7
Phone:
Fax:
Contractor Lic No:
Exp Date:
City Business Lic. No:
IkU' � ,kw"�/` M2
MANUFACTURED HOME
Width: Z7 o
Manufacture:
Length: 4,f
sky /she
Previous Address:
Proposed Use:
Year: z GG{. p,
Pit Set: Yes
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 Pen-nit 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
Bankcard #:
Authorized Signature:
REVISED 8/23/2005
274441,
❑ Check
❑ Mastercard
Expires:
Date 3 /2o /!) 7
❑ VISA
VIN #:
OP i BASE /
1
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OPTION UTILITY
PERIMETER BLOCKING SUPPORT REQUIREMENTS
This supplement to the Field Installation Manual contains information necessary to properly construct the support
system for homes built with transverse floor joist construction.
General Requirements (All Homes)
The following items shall be considered when constructing the support system:
A. Refer to the Manufactured Home Installation Manual for blocking procedures.
B. The home is to be supported as described in this manual to meet the roof load requirements of the
geographic area where it is located.
C. Load bearing supports and footings are subject to approval by enforcement agency.
D. Each support must have sufficient capacity to resist the design loads stated herein.
E. All grass and other organic material must be removed from the area beneath footings. Footings to
be below the frost line.
F. Install frame tie down strap and anchors per Manufactured Home Installation Manual.
II. Specific Requirements - SINGLE WIDE HOMES - 12' w/ 12" max. eave, 14', 16', and 18' w/ 6" max. eave.
20, 30, 40, 60, 80, AND 100 P.S.F. ROOF LIVE LOAD: The home must be supported by a combination of
(i) supports under each main "I" -beam, (ii) supports under the perimeter joist at each sidewall.
SEE APP. A for minimum footing sizes and following tables for actual loads.
Perimeter blocking is not required at 20 PSF roof live load, except under special circumstances. Contact
the division that built your home to determine if perimeter blocking is required. If perimeter blocking is
required at 20 PSF roof live load, then use 30 PSF roof live load values, except on 16' and 18' wides.
A. Install footings and piers under each main "I" -beam: (See Fig. 1, piers designated A ). One support
is to be placed with 1' -0" of each end of each "I" -beam with additional supports spaced along each
"I" -beam (See Table 1). Intermediate support spacings may be used, i.e. 11', 9', 7' -6" etc. in which
case the Toad per support shall be computed on the basis of 233 pounds per foot of "I" -beam
supported for 12' wides, 274 pounds per foot for 14' wides, and 318 pounds per foot for 16' and 18'
wides.
B. Install footings and piers under each sidewall at the jambs of all openings 4' wide or over (See Fig.
1, piers designated • ). The design loads for these supports are per Table 2.
C. Measure the spaces between the supports installed in step B above and install additional supports
in these spaces such that the minimum distance between piers will be no greater than the spacing
given in Table 3. Place an additional support at each end of each sidewall. (See. Fig. 1, piers at
sidewall location designated X):
a n a
A = 1 -Beam Supports; See 11 A.
• = Perimeter Supports; See 11 B.
x = Perimeter Supports; See 11 C.
1 Plan shown for Illustrative purposes only.
2. Any approved supports may be used.
FIG. 1
a a
i
TABLE 1 - SINGLEWIDE - PIER LOADS AT "I"-BEAMS
SUPPORT SPACING
DESIGN LOAD
12' WIDE
14' WIDE
16' WIDE
18' WIDE
12 FT. O.C. (MAX.)
2800 LBS.
3300 LBS.
3600 LBS, .
3800 LBS.
10 FT. O.C.
2350 LBS.
2750 LBS.
3000 LBS.
3200 LBS.
8 FT O.C,
1900 LBS.
2200 LBS.
2400 LBS.
2550 LBS.
6 FT. O.C.
1400 LBS.
1650 LBS.
1800 LBS.
1900 LBS.
4 FT. O.C.
950 LBS.
1100 LBS.
1200 LBS.
1250 LBS.
3
PERIMETER BLOCKING SUPPORT REQUIREMENTS
SUPPORT CAPACITIES:
Where available supports do not have the capacity required to resist the Toads herein, i.e. concentrated Toads at
centerline, 2 or more supports may be used. The sum of support capacities at each support point must be a least equal
to the Toad at the point.
ROOF RIDGE BEAM:
See page 18 of the Skyline Corporation Manufactured Home Installation Manual for fastening requirements of the ridge
beam halves.
•
•
a d a
Q 6 a a a
a a
Centerline
A = I -Beam Supports; See III A.
• = Perimeter Supports; See III B.
x = Perimeter Supports; See III C.
0 = Perimeter Supports; See I11 D.
1. Plan shown for Illustrative purposes only.
2. Any approved supports may be used.
3. 60, 80 & 100 P.S.F. doublewides homes have
marriage line bearing walls on each half.
FIG. 2
411111111111111111111111 �
R
TABLE 5 - DOUBLEWIDE -
ROOF
LIVE
LOAD
--- _..,.--
20', 22', 24', 26' & 28' WIDES
Openings up to:
,....,..,......
32' WIDES
Openings up to:
Oft Eft 8 ft. 10 ft
Oft 6 ft 8 ft. 10 ft
30 P 8 F:
1490 Ib0,::::::;:l.. Ills : 22 #13 I 810;t
1530.1ttS` . 1900; Ib 22 O; lbs . :20301bs
40 P.S.F.
1840 lbs. 2300 lbs. 2760 lbs. 3220 lbs.
1810 lbs. 2260 lbs. 2710 lbs. 3160 lbs.
60:.P.:$.--:..::
285fJ. #6s 348.0ItiS- ; .41201bs. 47;50 bS
:... +' ..:. '. i Nfl►'....:::: , NA ::::-,:':i!!% ° NA
80 P.S.F.
3230 lbs. 4030 lbs. 4840 lbs. 5640 lbs.
3170 lbs. 3960 lbs. 4750 lbs. 5540 lbs.
zaOrP S F
: 3920 Tp:: 4900 .t? ::.::0880 . 86Q 1hs
NA A
TABLE 6 - DOUBLEWIDE - PIER LOADS AT SIDE
THE ABOVE LOADS INCLUDE DEAD & LIVE LOADS
D. Install supports at mating line. The required position and Toads for the piers to be located under centerline
columns (include columns at endwalls) are given on the applicable floor plans which accompany this
supplement. (In the event that these loads are not given, use table 7 below).
Measure the spaces between the piers under centerline columns and install additional supports in these
spaces such that the minimum distance between piers will be no greater than the spacing given in Table 8
(See Fig. 2). This additional support is required for 30 P.S.F. or more roof load areas.
TABLE 7 - DOUBLEWIDE - PIER LOAD AT MATING LINE COLUMNS
20', 22', 24', 26' & 28' WIDES
OPENING UP TO:
. °4 ft :.
6 ft.
MAXIMUM ROOF LOADS - -PSF
30 40 60 80
ALL LOADS IN POUNDS •
15
100
7$:
12 ft.
2080
2480
;
320.P1.121:1:10 53.;
3280
4080
4880
4. ft`
20 ft.
3760
4880:
4560
6160
7760
637
9360
6000
7333
10000
12667
34.7
15333
32' WIDES
MAX. ROOF LOADS —PSF
30 40 80
ALL LOADS IN LBS '
2575 :: 3O76 $49Q :
3188 3838 6840
5025 6127 10890
7475
7652::::::.'.;;: IMO
9178 16290
When 2 openings are located side by side, add the Toad for each opening
to obtain the center column (pier) load.
TABLE 8 - DOUBLEWIDE -
20'. 22' & 24' WIDES
20', 22' & 24' WIDES
26' & 28' WIDES
32' WIDES
ROOF
LIVE LOAD
MAXIMUM
SPACING
MAXIMUM DESIGN
SPACING LOAD
MAXIMUM
SPACING
DESIGN
LOAD
MAXIMUM DESIGN
SPACING LOAD
30 P.S.F.
4' -0" O.C.
5' -0" O.C. 1600 lbs.
4' -0" O.C.
..4 -1
1400 lbs.
1790 J14:::.!T.401...'
4'-4" O.C. 1600 lbs.
C :::::1 011. Ib
40 A S F:.' .
. 4' ? .,
O ' ;' 1550 IbS,;
60 P.S.F.
.:;3051 Ibs „:
5' -0" O.C. 2650 lbs.
5' -0" O.C.
2900 lbs.
N/A N/A
',8q:1:.% '.',
11':,
A'. 0" :G :::2700 Ih :.
4" -0",0
3000 Ibs : ^,4'
-O" 3300 Ibs?
100 P.S.F.
5600 lbs
4' -0" O.C. 3300 lbs.
4' -0" O.C.
3600 lbs.
N/A N/A
THE ABOVE LOADS INCLUDE DEAD & LIVE LOADS
D. Install supports at mating line. The required position and Toads for the piers to be located under centerline
columns (include columns at endwalls) are given on the applicable floor plans which accompany this
supplement. (In the event that these loads are not given, use table 7 below).
Measure the spaces between the piers under centerline columns and install additional supports in these
spaces such that the minimum distance between piers will be no greater than the spacing given in Table 8
(See Fig. 2). This additional support is required for 30 P.S.F. or more roof load areas.
TABLE 7 - DOUBLEWIDE - PIER LOAD AT MATING LINE COLUMNS
20', 22', 24', 26' & 28' WIDES
OPENING UP TO:
. °4 ft :.
6 ft.
MAXIMUM ROOF LOADS - -PSF
30 40 60 80
ALL LOADS IN POUNDS •
15
100
7$:
12 ft.
2080
2480
;
320.P1.121:1:10 53.;
3280
4080
4880
4. ft`
20 ft.
3760
4880:
4560
6160
7760
637
9360
6000
7333
10000
12667
34.7
15333
32' WIDES
MAX. ROOF LOADS —PSF
30 40 80
ALL LOADS IN LBS '
2575 :: 3O76 $49Q :
3188 3838 6840
5025 6127 10890
7475
7652::::::.'.;;: IMO
9178 16290
When 2 openings are located side by side, add the Toad for each opening
to obtain the center column (pier) load.
TABLE 8 - DOUBLEWIDE -
18990-:
20'. 22' & 24' WIDES
-
26' & 28' WIDES
32' WIDES
ROOF
LIVE LOAD
MAXIMUM DESIGN
SPACING LOAD
MAXIMUM
SPACING
DESIGN
LOAD
MAXIMUM
SPACING
DESIGN
LOAD
30 P.S.F.
5' -0" O.C. 2462 lbs.
4' -0" O.C.
2198 lbs.
4' -4" O.C.
2653 lbs.
40 -F` S,:F .:.. :. , , � tt'' .::.14
;0 QE C 2443. tbs . ,
. 4' ? .,
.. 270:1 Jbs
:4' 4 ": < G
.:;3051 Ibs „:
60 P.S.F.
5' -0” O.C. 4237 lbs.
5' -0" O.C.
4747 lbs.
N/A
N/A
• :13.0 P S .l" _:.., : ;.s. , 'f4::':;.::..:...!
: 4'- t1`:; a C ..:;4337 (bs :
, 4 0 C ..
48651bs:
: -0' D t✓
5600 lbs
100 P.S.F.
4' -0" O.C. 5283 lbs.
4' -0" O.C.
5931 lbs.
N/A
N/A
18990-:
4
PERIMETER BLOCKING SUPPORT REQUIREMENTS
-- '---^ ^ ~°"~" "^��ww��«x���xmo�~n� " ��
TABLE 2 - SINGLE WIDE '117
ROOF
LIVE
---- '_-.-~~~^~^"3-""=�1-~^rcm/wtao
12' and 14'VNDES
Openings up 10:
18' and 18'WIDE3~
Openings up to:
100 P.S.F.
3310 lbs.
4140 lbs. 4970 lbs.
5790 lbs.
NA
NA NA
NA
."""aouru,moos are app Ica mem,e'wtoesonly
TABLE 3. SINGLEWIDE - PIER LOADS AT SIDEWALLS
12' WIDES
14' WIDES
16' WIDES
18' WIDES
ROOF
LIVE LOAD
30 P.S.F.
'40 G,F.!���`
60 P.G.F.
1OoP.8.F.
���
MAXIMUM DESIGN
SPACING LOAD
MAXMUM
SPACING
G'-0^0.[. 2550 lba.
4'-0" 0.C. 3150 lbm.
DESIGN
LOAD
•
1300 lbs.
5'-0" 0.C. 2700Uho.
4'-0 OC. 3350 |bo.
MAXIMUM DESIGN
SPACING LOAD
MAXIMUM DESIGN
SPACING LOAD
N/A
N/A
N/A
N/A
N/A
�NIA����
N/A
III. Specific Requirements - DOUBLE WIDE HOMES - 20' & 24'wMf" max. eavo.26'&28'w124 max.omve �
wY12~ max. euve. 3O.4O'G0.8D AND 1OOP.3.F.RO{�F LIVE LCw\D: The hon�enomstbesuppo�edUya32'
combination of (1) supports under each main "I" Beam, (11) supports under the perimeter joist mt each m/doweU
and (ii) supports at the mating Iine. SEE APP. A for footing sizes and foliowing tables formdua||omda
Perimeter blocking isno1noquiredat28pSFruuf|iveload.oxoop{underspecimlcircumnmtancea Contact
the division that built your honneto determine iypehrne1er blocking (srequired Ifpadmneter blocking |s
required at 20 PSF roof live |oad, then use 30 PSF roof live load values.
A. Install footings andpiorsunUoreankno}n'|'-8oan:(SmoF\g.2.piarndeaiQna1edZ) ' One support
is to
be placed within 1-U"nfeach end of each "I"-Beam with additional spaced along each "I"-Beam per 4.
Intermediate support spacing may be used, i.e.. 11'-9", 7'-6", etc. in which case the load per support
shall be computed on the basis of 300 pounds per foot of "l"-Beam supported for 20', , 22' , & 2
4'vdtk
S:
3SU pounds per foot oy°|'-Beam supported for 2G'&28' widths: ond 375 poun d sper foot of " |"'Boan suppododh>r32'vidtha.
B. lnstall foottngs and piers under each sidewall at thejumbuofmUopenings4'wideornvor(3eaFig, 2
piers desi natnd��). The design loads for these suppo�sare per TABLE 5. 2,
C. Measure the spaces between the supports installed in step B above and install additional supports in
these spaces such that the maximum distance between piers will be no greater than the spacing given in
Table 6. Place an additional support at each end of each sidewall (See Fig 2, piers atsidemmUlocation
SUPPORT SPACING
10 ft. [[C.
�
20', 22' & 24' WIDES
26' & 28' WIDES
32' WIDES
DESIGN LOAD
3000 lbs.
DESIGN LOAD
3500 lbs.
I;
DESIGN LOAD
3750(bs.
O ft. {lC.
1800 lbs.
2100 lbs.
2250 lbs.
1
8
87.50' od7-,
162
t 87.50'
52'
k
12.5'
,LQ
I ThZ\
64
M 73
87.50
;QBPs(!LA
5' it
C
O
I_J
OT
7
oio
o
8 9 0
0 -0
53' 53'
TM H
10
53'
0
53'
0
35'
COMMON DRIVE
AND SID_WALK
EASEMENT
BACK OF CURB
OR SIDEWALK
HOME
PERM.
GARAGE
5
YZ
w3
oa
5'
MIN.
3'*
MIN.
5'*
MIN.
HOME
5'*
MIN.
HOME
5'*
MIN.
3'*
MIN.
EASEMENT
GARAGE
� SS TORAGE SHED
THAN
LESS TH
200 SF
5'* MIN.
SPACE LIMIT LINE ..
8' UTILITY EASEMENT
* WHERE SPACES ARE ADJACENT TO INTERIOR COMMON AREAS
SUCH AS STORM DRAINAGE TREATMENT AREAS, OR RV
STORAGE, THE SETBACK TO THE SIDE OR REAR SPACE LIMIT
UNE MAY BE REDUCED TO 1' WITH WRITTEN PERMISSION
FROM PARK MANAGER. IN ANY CASE, A SEPARATION OF 6'
BETWEEN ACCESSORY STRUCTURES, 10' BETWEEN
PERMANENT STRUCTURES, OR 8' BETWEEN A PERMANENT
STRUCTURE AND AN ACCESSORY STRUCTURE MUST BE
MAINTAINED.
* *THE SETBACK FROM THE STREET MAY BE REDUCED TO 6' IF
PROPER SEPARATION BETWEEN ELECTRICAL TRANSFORMERS
AND STRUCTURES CAN BE MAINTAINED OR WHERE UTILITIES
DO NOT ACTUALLY EXIST IN THE UTILITY EASEMENT. THIS
SETBACK REDUCTION REQUIRES WRITTEN PERMISSION FROM
THE PARK MANAGER.
DETACHED STORAGE SHEDS
MUST BE LOCATED A MINIMUM
OF 30 FT FROM ANY COMMON
DRIVE EASEMENT
11 0[
rn
53'
99'
(UNPLATTED
NOTES
1. SEE SHEET C1.3 FOR TYPICAL SPACE LAY(
HAVE BEEN APPROVED BY SPOKANE COUN
VALLEY BECAME A CITY.
2. SEE SHEET C1.2 FOR TYPICAL COMMON DF
THAT HAVE BEEN APPROVED BY SPOKANE
SPOKANE VALLEY BECAME A CITY.
3. UTILITY EASEMENTS SHOWN ON THIS SITE
SERVING UTILITY COMPANIES FOR THE CON
MAINTENANCE AND OPERATION OF UTILITIE'
INSPECT SAID UTILITIES AND TO TRIM AND
MAY INTERFERE WITH THE CONSTRUCTION
4. ALL MANUFACTURED HOMES SHALL MEET
5. ALL MANUFACTURED HOMES SHALL BE SKI
CARRAIGE WITHIN THIRTY DAYS OF OCCUP)
6. EACH MANUFACTURED HOME SITE SHALL E
OF OCCUPANCY.
7. ALL COMMON AREAS, LANDSCAPING, AND f
MAINTAINED BY THE PARK OWNER.
8. ALL UTILITY LINES SHALL BE UNDERGROUN
9. ALL ROADWAYS SHALL BE COMPLETED WITI
ANY PHASED CONSTRUCTION.
10. SEE ADMINISTRATIVE EXCEPTION AEE -7 —OZ
72, 74.
INTERIOR SPACE MIN. BLDG. SETBACKS