2006, 10-13 Permit App: 06004117 MHProject Number: 06004117 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 10/13/2006 Page 1 of 2
Project Information:
MaliSeCediMMISOMVALM
Permit Use: PLACE 26 X 56 MARLETTE 2006 HOME
Setbacks: Front Left:
Right: Rear:
Site Information:
itenutammommuentasmaxammansusenmememosmeawrt
Plat Key: Name: MISSION MEADOWS MHP MFG HOME PK 123 UNITS
Contact: LUCY LARSEN
Address: 1617 N HODGES LANE
C - S - Z: SPOKANE VALLEY, WA 99016
Phone: (509) 443-1231
Group Name:
Project Name:
District: East
Parcel Number: 55083.9601 Block:
SiteAddress: 1617 N HODGES LN
Location:: CSV
Zoning: UR -7
Water District:
Area: 0 Sq Ft
Nbr of Bldgs: 0
Review Information:
Urban Residential -7
Width: 0
Nbr of Dwellings: 0
Review
Flood Plain
Lot:
Owner: Name:
Address:
LUCY LARSEN
1617 N HODGES LANE
SPOKANE VALLEY, WA 99016
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Building Plan Review
Landuse/Zoning/HE Conditions
Released By:
Sewer Review
Permits:
J
Released By:
Operator: AMB
Printed By: AMB
Print Date: 10/13/2006
Permit Center
Spokane
11707 E Sprague Ave, Suite 106
.••••00� Tale Spokane Valley, WA 99206
Y (509)688-0036 FAX: (509)688-000Ej'
Community Development www.spokaneval]ev.org
Manufactured Home
Permit Application
OTHER
PERMIT NUMBER: l i 17
PERMIT FEE: 7
SITE ADDRESS: A(2/7 4/, g-veies (-one
ASSESSORS PARCEL NO: %7) 63.'7000 LEGAL DESC
Building Owner:
Name:
Name: Z:_uoj Zak:5 ek.,
Address:
Address:
City:
State:
City:
State:
Zip:
Phone: 509 - 71� _/Z3 /
Fax:
Exp Date:
Contact Person '-s,-
Name: ,f J1I9U1 // .Soli
Phone: 5O9_ 953 Z
l08 A7e5/e7v7,Ieed 05
Contractor: (A k JL Vim✓ . 11
l
Name:
Address:
City:
State:
Zip:
Phone:
Fax:
Contractor Lic No:
Exp Date:
City Business Lic. No:
Describe the scope of work in detail: c, 19P/� isr� //v [6m� H� � i
MANUFACTURED HOME
Width: ZCo /- a
Length: 5/0
Year: 2,00
Pit Set: Yes
-gel Sewer:
Manufacture: ,4q
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
Method of Payment:
❑ Cash
Bankcard #:
Authorized Signature:
REVISED 8/23/2005
❑ Check
❑ Mastercard
Expires:
Date (94 2004,
❑ VISA
VIN#:
51 0
066
87.5'
67,
i' 1609
HoP6-5 LANAE Sc�
voo
AcJO
66
87.5'
s
( 0
. ,.....0): 07t
f
87.5'
67.
0
1609
Nares
Scale )g =w'
1628
LI TY
(TYP.
el
MINIMUM CONCRETE FOOTING SIZES (INCHES)
MINIMUM
DIMENSIONS
SOIL BEARING CAPACITY
1500 PSI
2400) PSI
2500 PSI
3000 PSI
ROOF LOAD (PSF)
ROOF LOAD (PSF)
ROOF LOAD (PSF)
ROOF LOAD (PSF)
20
30
40
:
20
30
40
80
20
30
40
:i
20
30
40
80
'A'
6
81
8
10
6
6
8
10
6
6
6
8
6
6
6
8
'8'
8x
81
10
10
6
6
8
8
6
6
6
8
6
6
6
8
x= MAY BE 6' PROVIDED C3) V2'x B4 REBAR ARE INSTALLED 9' APART
CENTERED ON WIDTH 1W FOOTING. SET REBAR 3' FROM BOTTOM OF FOOTING.
WHILE NOT A STRUCTURAL"'REQUIREMENT TO, MEET CODE, MARLETTE BY SCHULT HOMES RECOMMENDS PERIMETER WAIL SUPPORT -
ON HOMES WITH 2x6 FLOORS, TO PREVENT COSMETIC CRACKING. MARLETTE BY SCHUIT 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
^l: 4y _/.-�. :�-,y".r�y .:rl��r':•'; 'I' C• II !fr•A ' C_3C-`h•:&1-- •:.....,..7.1„,&74•4 -?”'11--S• 4.,•sx.`...
+.,, y,: -.....-.>•.A., .Jyt••''S '�• r`,
P,.",�"' ..x' 4',,,.,. A+•, z ,9? ty 1 rs..;''•.`' •:•!---;.w....•,-..".,-,
��[C,,,.y• 7py.pi..4- '.Sidi• �- •'• . • Y •:•!-- • .. :.!`• s. *•
'-'CW%i: 1 � .rf1�GvYY;a4:44:0,. .!t {•s is .Ad •.tiY i,, :+Qs� .w..,- ,,.•_:f.;?T• -F.•
-i f .. .a�^ ...•.:•:-.•iii
YY
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..� : i' .'.•� N �°'t'�..}.. «...is d, }'C�t!-•Ml
� •.,.�. `/i
2.1,"-i� ',s �' ^.y. :•:� lt'.S'..�.�t.%hii 7 4.1.1%.•r Y:y'. z
I-
rI BEAM
,�•
MAX `SEij,k:�� I -BEAM
200 = 25'-10'
308 = 22'-4'
400 = 20'-0'
800 = 13'-9'
MATDK LINE
PIER (TYP)
- :
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ter!
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• L.y,,,1 4. . .lit.
•-d•7r
4� fess,.
-d 5.%��"l•� Kw+ �
'. -. -. 1,. j
>y... ". 7.. '�°r. _ .74.4 .;,nye •t.
• �li:•�•i: MY'!w
is 1":�¢ ' f' .:' n�lY" ..
a< ��. ��;•^y,�i•. �.�• 1N
iv tiG •:•..-�',�.v4++ ..l ligi,
. ri�� � k�lii`:^.'e4"
1 r+i'i?'_a.v
:. ;µ. ,:aTv .-rr ...w.- ., Z ''..+:�
-s� �� � s '�T: w:. .:t`t�."�`�,�•:., is
.�� yPn'y.•' *,-* dqf S ti S YS,v ATT j'••
t Y.+ 1' Y f"."I '.. •s �CCs�..!tr�va . " �{r2� •.iW yf'3
%.'•C, l.F.. L���.',.yna� lst,•.i.':`: ;;?yti•'•'s '••� .xti..1•?"•s
.t'.y.•, '.-`=�'+nz:�::ti Wit• .•,'`.ii•�•C:h� -; ..' •'.t.• �'Ci•'.. c�S-s a. ..h, rr7.", S r �'•�•t1.'
-�
t
, 8'-0' O.C. TYP.
I -BEAK
e = I -BEAN PIER
(TYP.)
I -BEAM
..
T.{y: ;fif`.: +:_:.- 41!,-fAi-t. ..p. 4,�,z{:fr"SJ" .,,,,,,, • ii•:' :wt...;.'4:s:4.:'-'.'Y �"" p'.. ik:-, .`r. •-
_may + . 0,/7.'�Jy.y. �y.•'t',;,y .-;„:
�N:.- .�.�..'�•:�L �j-,1,5,44,-:,...',-.. ”�.`��}-rM�•f�?1a•1����1+a�.,�,' 45:171;=.: � �5�.•yv.+{j.y�.-=/•iL"iyli•:[. 'y4+'�y ,�•4
.3:•:= v .�.' `2f+sC?VLy Y:.�c•'��.:~.�iK+Ca:�r:4•!R: �'JC"tTr�.iC%i.= '.�-�: �•t.
FULL VALL ALTERNATE REPLACES SIDEVALL BLOCKING
(2x4 STUDS 24' O.C. MAX.) (SEE NOTE ABOVE)
TYPICAL DOUBLE WIDE WITH PARTIAL SLAB FOUNDATION
Ex
A
Ce
GENERAL NOTES:
1. CONCRETE STRENGTH ASSUMED TO BE 2500 PSI AFTER 28 DAYS.
2. FOOTINGS MUST MEET ONE OF THE FOLLOWING:
A) EXTEND BELOW FROST LINE.
8) BE LOCATED ON NON -EXPANSIVE SOIL
C) REST Di4 COMPACTED GRAVEL THAT EXTENDS BELOW THE
FROST LIN. GRAVEL TO DRAIN TO SUMP OR DAYLIGHT.
3. (2) 1/2' X 04 REBAR RECOMMENDED (BUT NOT REQUIRED) UNDER ALL PIERS.
LOCATE PO CLOSER THAN 3' FROM BOTTOM OR SIDES OF FOOTINGS.
17
PERIMETERUNDATIONS FOR PORCH MODELS.
STEM WALLS SEPERATING THE PORCH AREA AND THE
UVING AREA MUST BE INSTALLED.
FULL END PORCH
1 PERV TER 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 EXTERN 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 t, tie -down is accomplished by installing
frame ties only supplied by the owner or installer. These
straps are wrapped around the frame 1 -beams and
anchored to the ground.
In Wind Zones 11 and III, 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 tie -downs on
a Marlette by Schutt 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 11 and 111). 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 1, 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 11 and III, install double head ground
anchors at all vertical tie locations.
1 The first and last frame ties must be installed within 2'-0°
of the ends of the home.
• 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.
. Connect frame ties to the frame I-beam at all ground
anchor locations (double and single head) on both sides
28
of th- •rr in Zone 11 and III, connect both the vertical
tie -c' - - •s and the diagonal frame straps to double
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
ANCHOR WIDTH OF HOME (FT.)
MWitY. ULT. 14' 1 16' 18' 14' ( 18' I 18' 14' 16' 18'
1 OAD MAXIMUM ANCHOR SPACING (FT.
SINGLE
ZONE I ZONE 0 ZONE 10
METHOD CAPAo
DOU6tF 9450 LB$ 9' , pg1 1 NA ► q s-4'
[INA
NA
NA — NOT APPLICABLE (Use single strap spacing) NA NA
STRAP
Mho
SINGLE
DOUBLE
ANCHOR
MBI.1LT.
LOAD
CAPACRY
4725 LBS.
9450 LBS.
DOUBLE WIDE CHART
WIDTH
24' � 2r 132' 244'OF I 3 24' ► 28' 132'
MAXIMUM ANCHOR SPACING (FT.)
ZONE I ZONE 0 ZONE 01
11' 11'111'
4'
NA
8'-8' r
NAI NA
NA — NOT APPLICABLE (Use single strap spacing).
4'
NA
5'-4'
NA
22' 127 122'
5'-4.
NA