2003, 08-18 Permit App BLD-03-02255 Double WideGYS' 1�
#\alley.
PERMIT APPLICATION WORK SHEET
SPOKANE VALLEY COMMUNITYDEVELOPMENT
BUILDING DIVISION
11707East Sprague Ave Ste 106
Spokane Valley, WA 99206
Phone: (509)688-0036 Fax: (509)688-0037
REQUIRED SITE INFORMATION
1
STREET ADDRESS: / 741/ 0 A'h�
ASSESSOR'S TAX PARCEL NUMBER(S): ��ii���,� �//
9dpe 4 #74:55h1/ SSA P 14li/C
LEGAL DISCRIPTION:
PERMIT DESCRIPTION: je! . 'pskfrtz• -c/ /*pie
BEITDING PERMIT
}RELOCATION
CI -CHANGE .IN USE • El GRADING
O SIGN UTENANT
,MANUFACTURED ROME
O OBJER
OWNER / APPLICANT INFORMATION
D OWNER: fl4/l fffP//P / /PGIe
PHONE: 5 27/ F Xj: ,f,/,
ADDRESS: Pt2&X / 80 2jG/4�lTil 0 97030
CITY,STATE, ZIP
®CONTRACTOR:
PHONE: FAX:
ADDRESS:
CITY,STATE, ZIP
WA ST CONTRACTOR LICENSE #
COST OF PROJECT: i0/00d
BUILDING HEIGHT TO PEAK:/5
D APPLICANT: 2447/7 /y/,LYSUfri
PHONE: Y, 9.53 ;9Z3 FAX: 9-/27'oo757
ADDRESS:/5-7/Mi l8meiol.( l/eta WA-
, CITY, STATE, ZIP
9 703 7
ARCHITECT:
PHONE:
ADDRESS:
CITY, STATE, ZIP
FAX:
CONTACT:
PERMIT/BUILDING INFORMATION
BUILDING DIMENSIONS:71i X4
NUMBER OF STORtES: /
NUMBER of BEDROOMS:
FLANKING SETBACK:
3
FRONT SETBACK: Phial
REAR SETBACK: /0
LEFT SETBACK: i
RIGHT SETBACK: 22
30% SLOPES ON PROPERTY: pit)
OCCUPANCY GROUP.
CONSTRUCTION TYPE:
STRUCTURES ON PROPERTY:
CRITICAL AREAS:
CURRENT, PROPERTY SIZE:
CURRENT PROPERTY USE: $5iai(
CURRENT SEPTIC USE: A)D
CURRENT WELL USE: p li
IMPERVIOUS SURFACE AREA:
MAIN FLOOR SQ FT: /993
2ND FLOOR SQ FT: ,%
UNPIN BASEMENT: j/UD
FINISHED BASEMENT:
GARAGE:-h2hzte
COVERED DECK: 12e) +71
DECK:
MANUFACTURED HOME SIGN
WIDTH: g`' LENGTH:
YEAR: ADO 3 PIT SET:
MANUFACTURER: Olitt-t,
SQ FT OF SIGN: HEIGHT OF SIGN:
# OF SIGNS: AREA OF EXIST SIGN:
TYPE OF SIGN:
RELOCATION
FIRE SAFETY
PREVIOUS ADDRESS:
PROPOSED USE:
FIRE SPRINKLER:
PAINT BOOTH:
FIREWORKS DISPLAY:
FIRE ALARM:
TENT:
BLASTING: DATE/TIME:
WA STATE NON-RESIDENTIAL ENERGY CODE
PLANS EXAMINER: PHONE: FAX:
ADDRESS:
CITY, STATE, ZIP
INSPECTOR:
ADDRESS:
PHONE: FAX:
CITY, STATE, ZIP
SPECIAL INSPECTIONS
® BOLTING
FIRM NAME:
INSPECTOR(S):
®CONCRETE
® REINFORCEMENT
PHONE:
(13 WELDING
FAX:
BUILDING STAFF USE ONLY
IS PUBLIC SEWER AVAILABLE: YES ® NO
•i
II•;
IF YES: COUNTY CITY
IS PUBLIC WATER AVAILABLE: YES NO IF YES, WHICH WATER DIST/IRR:
IS PROPERTY LOCATED WITHIN DESIGNATED STORMWATER CONTROL AREA: ® YES It NO
IS THE PROPERTY LOCATED WITHIN ASA: ® YES ® NO
PSSA: ® YES ® NO
i
DATE:
i
STAFF:
1
METHOD OF PAYMENT:
101
CASH CHECK
BANKCARD #; EXPIRES: V/N #
AUTHOR/ZED SIGNATURE:
*FAXED PERMIT APPLICATIONS WILL ONLY BE ACCEPTED WITH MAJOR BANKCARD
Site Information
Project Information
Site Address: 1602 N HODGES LN
SPOKANE, WA 00000
Parcel Number: 55083.9012
Subdivision:
Block: Lot:
Zoning: UR-7 Urban Residential-7
Owner: DOWNING, PATRICK & PATRICIA
Address: 1602 N HODGES LN
SPOKANE, WA 99206
Building Inspector: LEONARD FLUNG
. Water Dist:
Project Number: 03003928 Inv: 1 Issue Date: 6/4/2003
Permit Use: SEWER CONNECTION - MISSION MEADOWS MHP
Applicant: MISSIONMEADOWSLLC
15918 E CAMERON CT
VERADALE, WA 99037 Phone: (509) 953-3923
Contact: MISSION MEADOWS LLC
15918 E CAMERON CT
VERADALE, WA 99037 Phone: (509) 953-3923
Setbacks -Front: Left: Right: Rear:
Group Name:
Project Name:
Permits
Sewer Connection Permit
Contractor: OWNER License#: OWNER
SEWER CONNECTION 1 $85.00 PROCESSINGFEE
Total Penn it Fee:
FOR SEWER INSPECTIONS CALL (509) 477-3604 UTILI1143F1-9O:P.Ivi MONDAY THRU FRIDAY
Call for inspection prior to cover. ONE WORKING DAY NOTIF'i2EQ
+'--m.h--:.-:
Contractor or applicant is to field locate and confirm the elevatioii'�,j sitioiS-o'f sewer stub prior to any other excavation.
i
Sewer stubs are to be checked prior to connection to ensure.that?hiy'Smve' ancepfable grade and are clear and unobstructed to the main sewer.
Sewer lines should be constructed to allow for gravity flow from thelowest keveimf the structure.
This permit must be presented to the job site inspector for`° eaificahiqY To 1pbate,Iitii5ed cables, gas piping, water lines, etc.
CALL BEFORE YOU DIG, (509)456-8000. _ _
STATE LAW RCW 19.122�R
REQUII2ES THAT PRIOR T-0,�iJY'E�;O�IVF
NO11b1hD. CALL BEFORE YOU DIG AT LEASV2, VQR 'T& DAYS`.IN'.
Spokane County Code requires the installer compl''Sla.cgttirbmentsiof the
those related to trench safety.
$15.00
`BALL BEFORE YOU DIG" CENTER BE
;009)456-8000.
to Dept of Labor and Industries, including
$100.00
Total Fees AmountPaid AmountOwinp
$100.00 $100.00
$0.00
Tran Date Receipt # Payment Amt
6/4/2003 3499 $100.00
Processed By: BURRIS, ROBIN
Printed By: HINTZ, FAITH
Page I of 1
PERMIT
MINIMUM CONCRETE FOOTING SIZES (INCHES)
MINIMUM
➢IMENSIONS
, 2 SOIL BARING •CAPACITY
1500 PSI
2000
2500 PSI
3000 PSI
ROOF LOAD (PSF)
ROOF LOAD (PSF)
ROOF LOAD (PSF)
ROOF LOAD (PSF)
20
30
40
80
20
30
40
80
20
30
40
80
20
30
40
80
'A'
6
81
8
10
6
6
8
10
6
6
6
8
6
6
6
8
'B'
81
8i
10
10
6
6
8
8
6'
6
6
8
6
6
6
8
I= MAY BE 6' PROVIDED (3) 1/2'x #4 REBAR ARE INSTALLED 9' APART
CENTERED ON WIDTH OF FOOTING. SET REBAR 3' FROM BOTTOM OF FOOTING.
WHILE NOT A STRUCTURAL REQUIREMENT TO MEET CODE, MARLETTE BY SCHULT HOMES RECOMMENDS PERIMETER WALL SUPPORT
ON HOMES WITH 2x6 FLOORS, TO PREVENT COSMETIC CRACKING. MARLETTE BY SCHULT HOMES WILL NOT HONOR ANY WARRANTY
CLAIMS PERTAINING TO DRYWALL CRACKING IF PERIMETER SUPPORT IS NOT PRESENT ON 2x6 FLOOR HOMES.
,-PERIMETER PIER (TYP) - SEE NOTE ABOVE
f:
{I-'• - {may({
'v- « ...v ... .. „,,::: :
..1$ '.:n _ .,(:' - ...� .. ....-.t. ;,:,IC1. ri
!;,,
. � ..
I BEAM
MAXIMUMS SPANS
I -BEAM
MATING LINE
PIER (TYP.)
20# = 25'-10'
30# = 22'-4'
40# = 20 -0
80# = 13 -9'
,...
8'-0' O.C. TYP,
I -BEAM
I -BEAM PIER
(TYP.)
,
FI BEAM
1l
` J W tl
•Jf
t ryr {� 1 11. �. \•f�, �•. •.i
..•.
FULL WALL ALTERNATE REPLACES SIDEVALL BLOCKING
(2x4 STUDS 24' O.C. MAX) (SEE NOTE ABOVE)
TYPICAL DOUBLE WIDE WITH PARTIAL SLAB FOUNDATION
--
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Cld
P—
ce
O Y
O
E
Z
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YC W
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0
tt
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.
B) BE LOCATED ON NON -EXPANSIVE SOIL.
C) REST ON COMPACTED GRAVEL THAT EXTENDS BELOW THE
FROST LINE. GRAVEL TO DRAIN TO SUMP OR DAYLIGHT.
3. (2) 1/2' X #4 REBAR RECOMMENDED (BUT NOT REQUIRED) UNDER ALL PIERS.
LOCATE NO CLOSER THAN 3' FROM BOTTOM OR SIDES OF FOOTINGS.
PERIMETER FOUNDATIONS 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. PIEJ BLOCKS MUST BE INSTALLED UNDER EACH PORCH SUPPORT POST.
StE 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
Dir
Raw
27
TIE -DOWN INSTRUCTIONS
After blocking and leveling, the home must be made
secure from overturning due to wind. The requirements will
vary de.= .. h wind zone your home is located in
wn on page 4).
n is accomplished by installing
d by the owner or installer. These
ped around the frame I -beams and
o 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 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 wind zone map s
In Wind Zone I, tie-d
frame ties only su. • '
strap
•
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 11 and Ill). 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 111, 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 1-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 home. In Zone II and III, connect both the vertical
tie -down straps and the diagonal frame straps to double
head anchors. Straps should not be tight at this
point.Construct 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' j 16' j 18' I 14' I 16' I 18' I 14' I 16 I 18'
MAXIMUM
ZONE I
ANCHOR SPACING
ZONE II
(FT.)
ZONE III
SINGLE
4725 LBS.
9'
11'
14'
6-8"
8'
8'
5-4"
54"
6'-6
DOUBLE
9450 LBS.
20'
23'
28'
NA
NA
NA
NA
NA
NA
NA — NOT APPLICABLE (Use single strap spacing).
SINGLE WIDE
2'-0"
MAX. INTERMEDIATE SPACING PER CHART MAX.
/WRAP
AROUND
INNERzI-BEAM
FRAME
j1-BEM1
ANCHOR------- SIDEWALL ENDWALL ANCHORS
TOP VIEW OF HOME
DOUBLE WIDE CHART ,
STRAP
METHOD
ANCHOR
MIN. ULT.
LOAD
CAPACITY
WIDTH OF HOME
24' I 28' j 321 1 24' I 28'
(FT.
I 32' 24' I 28' I 3Z
MAXIMUM
I
ANCHOR SPACING
ZONE I
(FT.)
ZONE III
SINGLE-
4725 LBS.
11' 11'
11'
4'
6'•8°
8'-
4'
5'-4"
5'-4"
DOUBLE
9450 LBS.
22' N4AL,
22'
NA
NA
NA
NA
NA
NA
NA — NOT APPLICABLE (Use single strap spacing).
G
DOUBLE WIDE
INTERMEDIATE SPACING PER CHART
WRAP
AROUND
OUTER
I -BEAM
MATING LINE
7 r
SIDEWALL
TOP VIEW OF HOME
-FRAME 1
I -BEAM
2'-O"
MAX.
ENDWALL ANCHORS —
z
MARLETTE HOMES
WIND ZONE I ONLY
I I ,
I � I
LONGITUDINAL STRAPPING
SEE DETAILS BELOW
-Oat
IR
I
22 GROUND ANCHORS 9'-0- O.C. 14 WIDES,
11%0 O.C. ALL OTHERS
FIRST SIDEWALL GROUND ANCHOR WITH IN 24-OF END WALL.
LAST ANCHOR WITH IN 24-OF END WALL.
LONGITUDINAL STRAPINGI
PIER SPACING PER MANU
AXLE SPRING HANGERS
PAD FOOTINGS
OR
CONCRETE RUNNERS--__/
I, I
It
It
It
LONGITUDINAL STRAPPING
SEE DETAILS BELOW\
--GROUND LEVEL
3-LONG, 1-WIDE
SLOT FOR STRAP.
INSTALL ON 4SANGLE.
OPT.
STEM
WALL
ANCHOR STRAPS MUSTI
BE LISTEO FOR AT LEAST
3.150 LB. WORKING LOAD.
(4.725 LB. CAPACITY) t
HOUSE HEIGHT
ADDED SLOT
RUN THE STRAP FROM THE
ANCHOR THROUGH ME SLOT
IN ME CHASSIS . MEN OAP( TO
THE ANCHOR
APPROVED OR LISTED
GROUND ANCHOR OR ANCHOR DEVICE.
MUST BE RATED FOR MIN. 3,150 LBS. WORKING LOAD.
SINGLE TENSIONING HEAL. (4,725 LB. CAPACITY) .
SLOT CI
25- FROM END
OF HOME
16-FROM END
OF CHASSIS
CHASSIS t
//
MAX
HEIGHT
OF HOME
\ OPT.
STEM
WALL
24'
if/
SAME AS
HEIGH
OF HOME
IF HEIGHT OF HOME IS 20
ANCHOR WILL BE AT 45-
FROM END OF HOME.
ALL STRAPS RAN SAME DIRECTION AS CHASSIS BEAMS
(1) STRAP TOWARDS
REAR END
(1) STRAP TOWARDS
FRONT END
I
IN
ADDED
SPRING HANGER
(2) STRAP TOWARDS
REAR END
(2) STRAP TOWAROS
FRONT END
G I
4X\ I
I I
I I
LISTECORUrvO
ANCHOR
AND STRAP
ADDEDlt
SPRING HANGER
I \\
14 WIDE AND& 16 WIDE
SINGLE WIDES
ADDEDt
\ SPRING HANGER
1 /
I/
tISTESArvCHO
?AND
PND STRAP
I/ \
L
4
ADDEO
SPRING HANGER
I. I I
I �
28 WIDE
DOUBLE WIDE
(2) STRAP TOWARDS
REAR END
(2) STRAP TOWARDS
FRONT END
ADDED
SPRING HANGER
ISTEDGROUNDANCHO
AND STRAP
ADDED
SPRING HANGER
i I
28 WIDE
DOUBLE WIDE WITH POD
(2) STRAPS ON
POD SECTION
ONE EACH ENO.
(4) STRAP TOWARDS
REAR END
(4) STRAP TOWARDS
FRONT END
ADDED
SPRING HANGER
LISTEDGROUND
CHOR AND STRA
ADDED
SPRING HANGER
40 WIDE
TRIPLE WIDE
WITH CUT CORNER HOMES, THE 16' MEASUREMENT IS FROM
THE END OF THE CUT CHASSIS. NOT THE END OF THE HOME.
REVISIONS
MARLETTE HOMES
LONGITUDINAL
STRAPPING
04TE glwl
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OPT WINDOWS OPT WINDOWS
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OPT WINDOW