2006, 10-20 Permit App: 06004188 MH. Project Number: 06004188 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 10/20/2006 Page 1 of 2
Project Information:
Permit Use: PLACE 26.8 X 60 2006 MANUFACTURED HOME Contact: JOHNSON, BRUCE
Address: 23721 E 2ND AVE
C - S - Z: LIBETY LAKE, WA 99019
Setbacks: Front Left: Right: Rear: Phone: (509) 255-6388
Group Name:
Site Information: Project Name:
Plat Key: Name: MISSION MEADOWS MHP MFG HOME PK 123 UNITS District: East
Parcel Number: 55083.9601 Block:
SiteAddress: 1705 N GRADY, Lot 54 LN
Location:: CSV
Zoning: UR -7 Urban Residential -7
Water District
Area: 0 Sq Ft
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Width: 0
Lot:
Owner: Name: JOHNSON, BRUCE
Address: 23721 E 2ND AVE
LIBETY LAKE, WA 99019
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Review
Flood Plain
Released By:
Building Plan Review
Originally Released: 10/20/2006 By: amblake
Released By:
PER MANUFACTURER'S SPECIFICATIONS
Originally Released: 10/20/2006 By: amblake
Landuse/Zoning/HE Conditions
Released By:
Originally Released: 10/20/2006 By: mharnois
Operator: AMB Printed By: AMB
Print Date: 10/20/2006
Project Number: 06004188 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 10/20/2006 Page 2 of 2
Sewer Review
Released By:
PER BILLY, UTILITIES
Originally Released: 10/20/2006 By: amblake
Permits -
Manufactured Home
Contractor: OWNER Firm: OWNER
Phone: (000) 000-0000
Item Description
INSPECTION FEE
Units Unit Desc
2 # SECTIONS
Fee Amount
$100.00
Permit Total Fees: $100.00
Notes -
ALL PERMIT APPLICATIONS IN MISSION MEADOWS MHP MUST HAVE PLANNING
DIVISION REVIEW BY MICKI HARNOIS OR GREG MCCORRMICK
Payment Samosaryi
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing '
Manufactured Home $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: AMB Printed By: AMB
Print Date: 10/20/2006
Project Number: 06004188 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 10/19/2006 Page 1 of 2
Project Information:
Permit Use: PLACE 26.8 X 60 2006 MANUFACTURED HOME
Setbacks: Front
Site Information:
Plat Key:
Contact: JOHNSON, BRUCE
Address: 23721 E 2ND AVE
C - S - Z: LIBETY LAKE, WA 99019
Left: Right: Rear: Phone: (509) 255-6388
Group Name:
Project Name:
Name: MISSION MEADOWS MHP MFG HOME PK 123 UNITS District: East
Parcel Number: 55083.9601 Block:
SiteAddress: 1705 N GRADY LN
Location:: CSV
Zoning: UR -7 Urban Residential -7
Water District:
Lot:
Owner: Name: JOHNSON, BRUCE
Address: 23721 E 2ND AVE
LIBETY LAKE, WA 99019
Hold: ❑
Area: 0 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 . Nbr of Dwellings: 0
Review In formation:
Review
Flood Plain
Released By: `
Building Plan Review
Released By:
Landuse/Zoning/HE Conditions
Released By:
"21/1.274_, /0/47/0--
-
Sewer Review
Permits:
Released By: - - -
Operator: AMB Printed By: AMB Print Date: 10/19/2006
Spokane
Walley
Community Development
Permit Center
11707 E Sprague(Ave
Spokane Valley,
(509)688-0036 FAX;
utivv.snokanevall d
Suite 106
ll
509)688-0037
OCT 1:, 20
Manufactured Home
Permit Application
\1301011)\\H
OTHER
PERMIT NUMBER: .411]
PERMIT FEE: 4 (bD
SITE ADDRESS / 7o `9 4/ Gam% Zane
ASSESSORS PARCEL NO: 6502:3,3, 3, M O / LEGAL DESCRIPTION: 70/5 i4 52ji i
Building
�/Owner:LL���"
Name: UCe M'&v. Joh' 50k1
Name: // Mae it v4-1.
Address: z372/ ,£. Z6° t/7e
City: Lite 4&. State: State: jfi
Zip*c/y
Phone: 5b9.a5_5-- 6,3es Fax:
City:
Contact Person','
Name: 4,//,051 /kti i-1
Phone: '5O' _ c/S Sj 39z j
Describe the scope of work in detail: s
el
Contractor:
Name: // Mae it v4-1.
Address:
City:
State:
Zip:
Phone:
Fax:
Contractor Lic No:
Exp Date:
City Business Lic. No:
1,4-9.4,, 4 ,.../&/7‘5,-/
MANUFACTURED HOME
Width: �! ,9
Length: zoo con
Year: Z ooh'
Pit Set: yes
t ewerT
Manufacture: AGyiQ f f e -
Previous Address:
Proposed Use: , 5;Gtr _AS /ion.
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
9 Cash
Bankcard #:
Authorized Signature:
REVISED 82320D5
9 Check
Date de//8j z@6
❑ Mastercard 0 VISA
Expires: VIN#:
I
Lo* 1
/705' G(RA DY LADE
1
1
o
5 3
11.,71
15
1(0^/c i7Z
M E1E &1SE
FIRE DeoR
3axgt$ SK ILFTE
DINING ROOM
rr-ra•
SPOKM4E
811,40z J3HMS6N
01 CIO
4g" STRECCN
PACIFICA 6028-8240-6
26'-8" x 60 -0 /-56'-0"
APPROX. 1,552 SQ. FT.
6E:9T 9001/TT/0T
178DTL9STDST
12'
MINIMUM CONCR
MINIMUM
DIMENSIONS
SOIL BEARING.CAPACITY
1500 PSI
2000 PSI
2500 PSI
3000 PSI
ROOF LOAD (PSF)
ROOF LOAD (PSF)
ROOF LOAD (PSF)
ROOF LOAD (PSF)
20
30
40
80
20
30
40
80
20
30
40
80
20
30
40
80
. Elr.. r1. j,..,
6
8x
8
10
6
6
8
10
6
6
6
8
6
6
6
8
'B'
81
81
10
10
6
6
8
8
6
6
6
8
6
6
6
8
I= NAY BE 6' PROVIDED (3) 1/2'x 14 REBAR ARE INSTALLED 9' APAR
CENTERED ON WIDTH 13F FOOTING. SET REBAR 3' FRU/4 BOTTOM OF FOOTING
WHILE NOT A STRUCTURAL REQUIREMENT T0, MEET CODE, MARLETTE BY SCHULT HOMES RECOMMENDS 'PERIMETER WALL SUPPORT -
0N HOMES WITH 2x6 FLOORS, TO PREVENT COSMETIC CRACKING. MARLETTE BY SCHULT HOMES WILL NOT HONOR ANY WARRANTY
CLAVAS PERTAINING 10 DRYWALL CRACKING IF PERIMETER SUPPORT IS NOT PRESENT ON 2x6 FLOOR HOMES.
PERIMETER PIER (TYP) - SEE NOTE ABOVE
"y
'(r'pt'_ h•ar aft p+1,,.+.-m.Y`:'yl;3zfp-i,..,Te �Y"
+,t> - '. yfs- r
`��a+> �,
%W...f1:yys•'
J'
::,::
�v
J�s+r:..•dJ:•::yt._+.:o�,��[. f* ).x
;SPA�
1-1-BEAN
y 1- ! BEAN
2011,425,-10'
308 = 22'-4'
408 = 20'-01
. 808 = 17-9'
I BEAN
MATING UNE
PIER GYP)
�+:.WT S(4-
L`�y
wens'
.4"a.w .R
&...1 */%• >re",:_ 4'4Av•v ,�y3
�-A'ti- ."iJ
LV'1/4�-fJN
i y;'C IYI�
wi 'Y:�^-.ur._• ,�•.Tz;,4
'a- r+.f• R
.Z A.
:
' ''S
..w'F\f •1'1 c:*
*�.'.aa-..+.'r
:':}i
1ni,`^' .'. .i c—r� _ mow.'
***-14,M;i -if w`M_ T )1. '
N
. Elr.. r1. j,..,
i_.;�x.;\�'.:='ti
0•i.Ac.:.t,.4--:'rKgA ,v.-.:x�„r`:.u.. i•. %v=.3:14--t;.cI2
' •.N .=�:J
8'-D' 0.C. TYP.
-=,
. I-BEAM
I -BEAM PIER
1 -BEAM
(TYP.)
f. n IC f \.-..yam}ate f .L'C_ ..Y.Iw"p. i,4.:4y., 1iLLVr._.?.Tl„`wi:+N ^: :YrT+
i..:4 -:.:...•..R t- :....'moi.' ,- !.-y. nw' s y- $y' Jit'M•i, *-,T* ',Ki ♦ , ...C•Itt i2.��c:• ;'••.� ��ie
!T.d-.l�.i-w�._�i�is.'='L�n.\'i 1C?��:� uTf'Yf�.JI.Sti!f�?�.�.4-•y1Nyy4-�.j.;: �.ltlnt
FILL VALL.ALTERNATE REPLACES SIDEVALL BUB:KING
(2x4 STUDS 24' OL MAX) (SEE NOTE ABOVE)
TYPICAL DOUBLE WIDE WITH PARTIAL SLAB FOUNDATION
GENERAL NOTES:
1. CONCRETE STRENGTH ASSUMED TO BE 2500 PSI AFTER 28 DAYS.
2. FOOTiIIGS MUST MEET ONE IF THE FOLLOWING,
A) EXTEND BELOV FAST LINE
D) BE LOCATED ON NON -EXPANSIVE SOIL.
C) REST ON COMPACTED GRAVEL THAT EXTENDS BELOV THE
FROST UNE. GRAVEL TO DRAIN TO SUMP OR DAYLIGHT.
3. (2) 1/2' X 14 REBAR RECOMMENDED (BUT NOT REQUIRED) UNDER ALL PIERS.
LOCATE NO CLOSER THAN 3' FROM BOTTOM OR SIDES OF FOOTINGS.
17
PERIMETER UNDATIONS FOR PORCH MODELS.
STEM WALLS SEPERATING THE PORCH AREA AND THE
LIVING AREA MUST BE INSTALLED; •
FULL END PORCH
1' PEFU ETER FOUNDATION WALES STOP AT THE PORCH.
2. PIER BLOCKS MUST BE INSTALLED UNDER EACH PORCH SUPPORT POST.
SEE PAGE #8 a SET UP MANUAL FOR PROPER SIZE AND CAPACITY OF SUPPORTS.
3. IF A PERIMETER WALL IS INSTALLED UNDER THE PORCH AREA,
IT MUST BE IN ADDmON TO THE ONE UNDER THE EXTERIOR WALLS.
4. GRAVEL AND EXTERIOR DRAINS MUST BE PROVIDED W THIS AREA TO KEEP THE WATER THAT ENTERS
- .. INTO. THE PORCH AREA FROM GETTING INTO THE ACTUAL HOME AREA.
E. DRAINS IN EXTERIOR WALLS.
PARTIAL END PORCH
27
TIE -DOWN INSTRUCTIONS
After blocking and leveling, the home must be made
secure from overtuming due to wind. The requirements will
vary depending on which wind zone your home is located in
(see the wind zone map shown on page 4).
•
In Wind Zone I, tie -down is accomplished by installing
frame ties only supplied by the owner or installer. These
straps are wrapped around the frame I -beams and
anchored to the ground.
In Wind Zones II and 111, vertical tie -down straps installed
by the factory along the sidewalis must also be connected
to ground anchors in addition to the frame ties.
The number of frame and vertical ties required varies
depending on the wind zone and the strapping method
selected.
Ground anchors should be certified by a professional
engineer, architect or a nationally recognized testing labora-
tory 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 soil in which the anchor is to be
installed.
Ground anchors should be embedded below the frost
line and be at least 12" above the water table.
Ground anchors should be installed to their full depth,
and stabilizer plates should be installed to provide added
resistance to overturning and sliding forces.
Minimum anchor capacity required is as noted and indi-
cated on P.E. certified Ground Anchor/Frame Tie Strapping
Requirements detail.
The following instructions are for installing tle-downs on
a Marlette by Schult home.
1. From the chart and details below, select either the single
or double
not available riin zones III ap method anndt111).DBe oubsure to use ground
anchors equal to or stronger than the minimum load
capacities listed in the chart for the method selected.
?. Instal) ground anchors at the required locations per the
details shown below. Anchors should be installed per the
manufacturer's instructions.
In Zone I, install single head ground anchors at all
'frame -tie -only" locations when using the single strap
method. Install double head ground anchors at all "frame -
tie -only" locations when using the double strap method.
In Zones 1) and III, install double head ground
anchors at all vertical tie locations.
. The first and last frame ties must be installed within 2-0"
of the ends of the home.
Endwal) tie -downs are required at each I-beam. Run
anchor straps from a double head anchor through angled
slot cut in I-beam web, then, return to double head
anchor.
Connect frame ties to the frame I-beam at all ground
anchor locations (double and single head) on both sides
28
of th- o . In Zone 1I and III, connect both the vertical
tie -c . / and the diagonal frame
chors. Straps should not be straps
atto othis
po onstruct the tie -down system with adjustable
devices in order that the strap tension may be periodi-
cally adjusted to compensate for heaving and settling
6. With one man on each side of the home, start at the
front and tighten straps on both sides at the same time.
The home could be pulled off its piers if all straps are
tightened on one side at a time.
SINGLE WIDE CHART
MOTH OFHOME (F'r)
14' 18' 18' 14' 18' 18' 14' 16' 18'
MAXIMUM ANCHOR SPACING (FT)
ZONE I ZONE II Zai ID
comm
14' Se
28' NA
NA — NOT APPLICABLE (Use single strap spacing).
7_O• SINGLE WIDE
MAX. INTERMEDIATE SPACING PER CHART
ra
NA
STRAP
METHOD
SINGLE
DOUBLE
ANCHOR—� SIDEWALL
TDP HEW OF HONE
ANCHOR
MN. ULT.
LOAD
CAPACITY
4128 LBS.
8458 LBS
LNDWALL ANCHORS—
DOUBLE WIDE CHART
2,r 2r l 3z �1 2813 j 24' 12r l az
ZONE!
maul ANCHOR SPACING (FT.)
ZONE ZONE
11' ® 11' 4'
22'
NA - NOT APPLICABLE (Use single strap spacing).
2'4
WAX. INIERNEDLITE SPACNG PER MN
DOUBLE WIDE
2'-U
MAX.
NA
ANCHOR—� SOWALL
TOP VIEW OE HOME
ENDWAIL ANCHORS