2006, 08-17 Permit App 06003247 Place MHProject Number: 06003247 Inv: I
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: PLACE MARLETTE MANUFACTURED HOME Contact: SPOKANE HOME CENTER
Address: 4505 E SPRAGUE AVE
C - S - Z: SPOKANE, WA 99212
Setbacks: Front Left: Right: Rear: Phone: (509) 535-1793
Group Name:
Project Name:
Site Information:
Date: 8/17/2006 Page 1 of 2
Plat Key: Name: MISSION MEADOWS MHP MFG HOME PK 123 UNITS District:
Parcel Number: 55083.0000
Block: Lot:
SiteAddress: 19413 E COLYAR LN
Location:: CSV
Zoning: UNKN Unknown
Water District:
Area: 0 Sq Ft
Width: 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Owner: Name: SPOKANE HOME CENTER
Address: 4505 E SPRAGUE AVE
SPOKANE, WA 99212
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Review
Building Plan Review
SPOKANE VALLEY
DEPARTMENT OF
r (lpnrt c!' ' "r�tiir_I ' ENT
Released By:
Driveway/Approach
Released By:
Landuse/Zoning/IlE Conditions
Released By:
Sewer Review
Permits:
Released By:
Operator: AMB Printed By: AMB Print Date: 8/17/2006
08/2B/2006 14:59 5093241567
r+uu eeeb 11: b4 FR
SRHD EHS PAGE 01/01
TO 3241567 P.01/03
Project Number: 06003247 Ins. 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
iProject nibrmatlon:
Permit Use: PLACE MARLETTE MANUFACTURED HOME Contact SPOKANE HOME CENTER
Address: 4505 E SPRAGUE AVE
C - S - Z: SPOKANE, WA 99212
Phone: (509) 535-1793
Group Name:
Project Name:
Setbacks: From Left Right Rear.
Site InforOt ►o,e
Plat Key:
Date: 8/17/2006 Page 1 of 2
Name: MISSION MEADOWS MEP MFG HOME PK 123 UNITS
Parcel Number: 55083.0000 Block:
:3i teAddress: 19413 £ COLYAR LN
Location:: CSV
Zoning: UNKN Unknown
Water District
District:
Lot:
Owner: Name: SPOKANE HOME CENTER
Address: 4505 E SPRAGUE AVE
SPOKANE, WA 99212
Hold: O
Area: 0 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0
NbrrofBldgs: 0 NbrofIpW&11 gst.•q`r
Eeview Inf j ntatir n:
Review
Btdi ling Plan Review
4�.
Doti enray/APDroach
Laooltise/Loning/HE Conditions
Sewn Review
'e ,<Y.Sigo p." l',(7l�'vil'�;'�y'1
,eyNNECTLD i O &EWEN
• teieased Bp
Penults: ,.
Opera x r AMR Printed Br AMR Print Date: 8/17/2006
PUG 28 2006 16:20
509324156?
PRGE.01
�, Permit Center
SForkalle 11707 E Sprague Ave, Suite 10
��ValleV Spokane Valley, WA 99206 "
(509)688-0036 FAX: (509)6t0)037
Community Development www.spolcanevalley.org
Manufactured Home
Permit Application
11
1
r-2ERMIT NUMBER:` -7
PERMIT FEE:
SITE ADDRESS: /q4i 3 E, Col ja>, Lane
ASSESSORS PARCEL NO: 5.5 0 03 LEGAL DESCRIPTION: Lp 64 As...5k/7 024,40 /MP
Building Owner:
Name: 570 keite #61M2 C&Pt&Y
Address: 4z30 .5— , 5py /11/e
City: S-akG fate: i��ji Zip:gq
, 2,
Phone: /5 y) 535-. 12,3 Fax:
Contact Person
Name: /2(Cb(d lam/ / 2e9Sc!/i
Phone: ('f ) 953 --.9/ Z3
Contractor: • - 1
f%K/2G1.Ui'1
Name:
Address:
City:
State:
Zip:
Phone:
Fax:
Contractor Lic No:
Exp Date:
City Business Lic. No:
Describe the scope of work in detail: ,4 €
MANUFACTURED HOME
Width: /_g //
Length: 4,e /
Year: ZGo<
Pit Set: yes
Stafitifewe
anufacture:�
Previous Address:
Proposed Use:
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
Date 00267
Method of Payment
❑ Cash 0 Check 0 Mastercard l"k VISA
Bankcard #: Expires: VIN#:
Authorized Signature:
REVISED 8l23J2005
LoY 6
No✓—&
=zof
Iiell
26°-8" Vat
Approx. 1066 SF
714, Pet-Z.01(d
qg eZ2-9
inal7a191MreragtaCAMOWSCSIIM
Oa=
BDRY-2
:11E(61(66666663262.14
OPT. DEN
81-2.
(IPO BDRIL-3)
BDRM-3
Optional Rececsed Entry
,C-13s3cc bu Pa- 3
OWEWAr-9 121
gs,ertkA, 0.00x21
OptionalDen
IPO Bedroom 3a2.k c,7
4010-Pt t
El
LIVING ROOM
21'-lw
ORCH
111
Optional Porch
451•5acc.---
Optional
Master Bath
2-0
.!t! 3& %
(6)
12'
MINIMUM CONCRETE FOOTING SIZES CINCHES)
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
6
8x
8
10
6
6
8
10
6
6
6
8
6
6
6
8
'B'
8x
8x
10
10
6
6
8
8
6
6
6
8
6
6
6
8
x= MAY BE 6' PROVIDED (3) I/2'x 04 REBAR ARE INSTALLED 9' APART
CENTERED ON VIDTH OF FOOTING. SET REBAR 3' FROM BOTTOM OF FOOTING.
WHILE NOT A STRUCTURAL REQUIREMENT TO, MEET CODE, MARLETTE BY SCHULT HOMES RECOMMENDS PERIMETER WALL SUPPORT
ON HOMES WITH 2x6 FLOORS, TO PREVENT COSMETIC CRACKING. MARLETTE BY SCHULT HOMES WILL NOT HONOR ANY WARRANTY
CLAIMS PERTAINING TO DRYWALL CRACKING IF PERIMETER SUPPORT IS NOT PRESENT ON 2x6 FLOOR HOMES.
PERIMETER PIER (TYP) - SEE NOTE ABOVE
rI-BEAM
MAXIMUM SPANS I -BEAM)
20X = 25'-I0'
300 = 22'-4'
400 = 20'-0'
800 = 13 9
MATING LINE
PIER (TYP.)
8'-0' 0.C. TYP.
I -BEAM
I -BEAM PIER
•
(TYP.)
I -BEAM
_'� f _\.. `r‘f.,1
FULL WALL ALTERNATE REPLACES SIDEVALL BLOCKING
(2x4 STUDS 24' O.C. MAX) (SEE NOTE ABOVE)
TYPICAL DOUBLE WIDE WITH PARTIAL SLAB FOUNDATION
I,('o.. •
4:4,101pTr"e
is
HARDVOOD SHINS
w
H
u
F.=
W
GENERAL NOTES;
1. CONCRETE STRENGTH ASSUMED TO BE 2500 PSI AFTER 28 DAYS.
2. FOOTINGS MUST MEET ONE OF THE FOLLOWING:
A) EXTEND BELOV FROST LINE.
8) BE LOCATED ON NON -EXPANSIVE SOIL.
C) REST ON COMPACTED GRAVEL THAT EXTENDS BELOV THE
FROST LINE. GRAVEL TO DRAIN TO SUMP OR DAYLIGHT.
3. (2) 1/2' X 04 REBAR RECOMMENDED (BUT NOT REQUIRED) UNDER ALL PIERS.
LOCATE NO CLOSER THAN 3' FROM BOTTOM OR SIDES OF FOOTINGS.
17
PERIMETER F UNDATIONS FOR PORCH MODELS.
STEM WALLS SEPERATING THE PORCH AREA AND THE
LIVING AREA MUST BE INSTALLED.
FULL END PORCH
1. PERIMETER FOUNDATION WALLS STOP AT THE PORCH.
2. PIER BLOCKS MUST BE INSTALLED UNDER EACH PORCH SUPPORT POST.
SEE PAGE #8 IN 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 ADDITION TO THE ONE UNDER THE EXTERIOR WALLS.
4. GRAVEL AND EXTERIOR DRAINS MUST BE PROVIDED IN THIS AREA TO KEEP THE WATER THAT ENTERS
INTO THE PORCH AREA FROM GETTING INTO THE ACTUAL HOME AREA.
5. DRAINS IN EXTERIOR WALLS.
PARTIAL END PORCH
27
TIE -DOWN INSTRUCTIONS
After blocking and leveling, the home must be made
secure from overturning 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 sidewalls 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 overtuming 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 tie -downs on
a Marlette by Schult home.
1. From the chart and details below, select either the single
or double strap method (Note: Double strap method is
not available in zones II and III). Be sure to use ground
anchors equal to or stronger than the minimum load
capacities listed in the chart for the method selected.
2. Install 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 II and III, install double head ground
anchors at all vertical tie locations.
3. The first and last frame ties must be installed within 2'-0"
of the ends of the home.
4. Endwall 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.
5. Connect frame ties to the frame I-beam at all ground
anchor locations (double and single head) on both sides
of the om-. In Zone II and III, connect both the vertical
tie-c'9wn, traps and the diagonal frame straps to double
he : chors. Straps should not be tight at this
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
STRAP
METHOD
ANCHOR
MIN. ULT.
LOAD
CAPACITY
WIDTH OF HOME (FT.)
14' I 16' I 18 I 14' I 16' I 18' I 14' I 16' I 18'
MAXIMUM
ZONE 1
ANCHOR SPACING
ZONE II
(Fr.)
ZONE III
SINGLE
4725 LBS.
g
11'
14'
6'-8°
8
S
5'-4° 5'-4'
6'-S'
DOUBLE
9450 LBS.
20'
23'
28'
NA
NA
NA
NA NA
NA
NA — NOT APPLICABLE (Use single strap spacing).
SINGLE WIDE
MAX. INTERMEDIATE SPACING PER CHART• MAX.
u
WRAP
AROUND
INNER
` I -BEAM
♦
i FRAME
FAME
♦
ANCHOR SIDEWALL
ENDWALL ANCHORS
TOP VIEW OF HOME
";i•�
DOUBLE WIDE CHART
STRAP
METHOD
ANCHOR
MIN. ULT.
LOAD
CAPACITY
WIDTH OF HOME
24' 128' I 37 124' 128'
(FT.
132 I 128' 132
MAXIMUM
ZONE I
ANCHOR SPACING
ZONE II
(FT.)
ZONE III
SINGLE
4725 LBS.
11'
11'
11'
4'
6'-8'
8'
4'
5'-4-
5'-4'
DOUBLE
9450 LBS.
22
22
22
NA
NA
NA
NA
NA
NA
NA — NOT APPLICABLE (Use single strap spacing).
DOUBLE WIDE
MAX. INTERMEDIATE SPACING PER CHART
MATING UNE
MAX.
WRAP
AROUND
i/ CANER
I -BEAM
o OT TO
ANCHOR�� SIDEWALL
10P NEW OF HOME
- FRAME
I -BEAM
ENOWALL ANCHORS
0
28