2006, 08-14 Permit App: 06003137 MH Project Number: 06003137 Inv: l , Application Date: 8/14/2006 Page 1 oft
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: INSTALL MANUFACTURED HOME,PIT SET& Contact: CRESTON CONSTRUCTION
CONNECT UTILITIES Address: P.O.BOX 9
C-S-Z: COLBERT WA 99005
Setbacks:Front Left: Right: Rear: Phone: (509)238-2565
Group Name:
Site Information: Project Name:
Plat Key: 001634 Name: MILLERS PARK ADD s.. A,ti District:„eE
Parcel Number: 35242.2614 Block: Lot:
SiteAddress: 6503 E 8TH AVE Owner:Name: EVERETT,MICHAEL
Address: 6503 E 8TH AVE
Location::CSV SPOKANE VALLEY,WA 99212
Zoning: UR-7 Urban Residential-7
Water District. Hold: ❑
Area: .00 Acres Width: 90 Depth: 135 Right Of Way(ft): 60
Nbr of Bldgs: 3 Nbr of Dwellings: 1
Review Information: , ,v, . ,,�.,_ .,� ,.a:.. n^^^rs. ,,, __ tErti.,., r. ."f+.,"^.}^^
Review
Building Plan Review I Released By:
PER MANUFACTURER'S SPECIFICATIONS.
Originally Released: 8/11/2006 By: amblake
Driveway/Approach I Released By
Originally Released: 8/11/2006 By: amblake
Landuse/Zoning/HE Conditions Released By:
Originally Released: 8/11/2006 By: Cdesimas
Operator: AMB Printed By: AMB Print Date: 8/14/2006
Project Number: 06003137 Inv: 1 Application Date: 8/14/2006 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Sewer Review Released By:
IN FILE
Originally Released: 8/11/2006 By: ambtake
Permits: ,r
- _-- Manufactured Home -- _- -
Contractor: CRESTON CONSTRUCTION INC Firm: JIM MARKLEY/CRESTON CONST
Address: PO BOX 9 Phone: (509)230-6230
COLBERT,WA 99005
Item Description Units Unit Desc Fee Amount
INSPECTION FEE 2 #SECTIONS $100.00
Permit Total Fees: $100.00
Notes:
All driveway approaches to be constructed per Spokane County Standards as adopted by the City of
Spokane Valley.
Minimum of 7.5' from each property line, 5' from crosswalks or intersection curb and minimum of 15'
of separation between any two approaches.
Flat portion of a residential approach to be minimum of 16' wide,maximum of 30' wide and combined
approach width not to exceed 50%of total frontage.
Payment Summary: ,,... ..,, ,�«,. ,..,
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: 8/14/2006
Project Number: 06003137 Inv: I Application Date: 8/10/2006 Page 1 oft
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information: wwwww_
Permit Use: INSTALL MANUFACTURED HOME,PIT SET& Contact: CRESTON CONSTRUCTION
CONNECT UTILITIES Address: P.O.BOX 9
C-S-Z: COLBERT WA 99005
Setbacks: Front Left: Right: Rear: Phone: (509)238-2565
Group Name:
Site Information: Project Name:
atitdAgEtRalardir ... ....:.:. ..:.« ,. ..._.:.,.:«..»ojec m.. ,... ., .,_:,,.�.,... ._...v..
Plat Key: 001634 Name: MILLERS PARK ADD District: E
Parcel Number: 35242.2614 Block: Lot:
SiteAddress: 6503 E 8TH AVE Owner Name: EVERETT,MICHAEL
Address: 6503 E 8T11 AVE
Location::CSV SPOKANE VALLEY,WA 99212
Zoning: UR-7 Urban Residential-7
Water District Hold: ❑
Area: .00 Acres Width: 90 Depth: 135 Right Of Way(ft): 60
Nbr of Bldgs: 3 Nbr of Dwellings: 1
Review Information: �:,r� ��;,-.._,� . ..:,,.. > -,:wwv
Review
Building Plan Review Released By:
Driveway/Approach Released By:
Landuse/Zoniog/f{E Conditions f Released By: !i / G
Sewer Review Released By:
Permits:
Operator: AMB Printed By: AMB Print Date: 8/10/2006
st1o�11e \a" 117 07 E Sprague Ave, Suite 106 PERMIT N iMBER 3(3
YY j�� Spokane Valley.WA 99206 r i +: :' PERMIT FEE:
arioo
•ailey (99)688-0036 FAX: (509)688 003
Community Development www.spokanevallev.ore -
Manufactured Home
Permit Application rr (} y OTHER
65.
SITE ADDRESS:- � C AJ'P_i
-
ASSESSORS PARCEL NO: 31111-
• LEGAL DESCRIPTION:
Emidingow.ner: Contnactoc,
flame C(tS4 i C0wr o-f
Address: 9170
� Address: p, 0 /1 _._ 9
City: a/•�. • State: ,. Zip:. - City: �I / HC.K State:�� Zip:q ,�-
Phone: = , Fax Phone: . f�!�(l�z� Fax: 4:18
gq..,._1775
Co co`� Ioc�16otgh Exp Date:rf7`Ik���b�
Contact PersonyI .gyp" City Business Lic.No:
/�r�
i
Name: J l'1 7 11/ 1K) pry_
Phone: 5-f) 9 ' t} C 1)
Describe the scope of work in detail: S4Uak hl-e ) )
fk-tr\ C.F)nirltr* U \. `eS ' �!
MANUFACTURED HOME
Width: nr C a I( Length: (' t Year: rt, 9
_ Pit Set: (4 Septic/Ott
Manufacture: fr•04 SlLW-res 'i—
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
Method of Payment
❑ Cash 0 Check [I Mastercard ❑ VISA
Bankcard#: - Expires: VIN#:
Authorized Signature:
REVISED BR3R0D5
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-- ---- CXTERIOR !OWN('
-- 80-r-VOM DE FLOOR SYSTEM
BOTTOM 1RI1n ._. ___.-.i
alai Ter p IR1E_ 41 r .: I _ _.
GROUND LEI/EL - -- 4'�e 14. SC KEY Neu i
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2 x4 TREA7E D • I TKEATEID
UPRIGHT SUPPORT WOOD BLOCK
ar 260/c /4— TIE DOWN STRAP „ 8X8w lb
6 AI7LL. ��CONCRETt:
VJSquINE BLOCKS
zni TRC/,T ED 'PLATE - o or ,
Powr_R Nn1Lr_D 3.0/c • 4--4- -- 78" ANCHOR ~' i o
CoNcK€ TE --- . • „
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POVN DATION y— •
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NOTE : IHE NUM644K OF Co NC/II,L -7 AND \Woo0 &LoCRS MAY VEIZY
D U:/-'EN DING ON THF DEPTH OP (I{G. PI SET.
TIC DOWNS TO t3 USED AS h'.CEQU IRLD WIT 1-1 AI'i'tilfoit:7= ANCNo NS.
• MOCKING S 'MAX . r:-. 7: C cJK //• Recap, BY M$6.
ONr CRAWL 6PAce.. REQ/ O.
SAC INpD. CONCRETE TIE DOWN ANCHORS
{' _ CHASSIS -
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I
INS'T'ALLATION INSTRUCTIONS
1 EXISTING CONCREI[ - F'6003
I. CONCRETE MUST BE A MINIMUM 3 1/2' MICR AND IN GOOD CONDITION. ALTERNATE
I 2. MINIMUM SLAB AREA Or EACH ANCHOR IS 28 SQUARE FEET. NNEC
CONNECT:WE
3. DRILL PROPER SIZE HOLE III SLAB. A MINIMUM OF 12" EROM ANY SIDE.
I A. EXPANSION BOLT IS 5/8' x .3 1/2" WITH MINIMUM 2 3/4.. EMBEDMENT AND
6,180 POUND PULL OUT, 7,150 POUND SHEAR.
NEW CONCRETE - 86004
1. PLACE CONCRETE ANCHOR INTO WET CONCRETE, AND ALLOW TO PROPI[RLY CURE.
2. ALTERNATE CONNECTION REQUIRES I{'.5 REBAR PROPERLY EMBEDDED IN CONCRETE.
CHASSIS CON NECIION
I. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN.
2. II ANGLE Or SIDE STRAP IS GREATER IRAN 6O, STRAP CONNECTION CAN BE
MADE FROM ANCHOR 10 OPPOSITE CHASSIS BEAM.
3. INSERT STRAP THROUGH SPLIT BOLT. CUT orE EXCESS STRAP AND TIGHTEN
90LT UNTIL STRAP IS SNUG. -
ORIEL 9/T 6- POLE AT MID IIEIGII=
-
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SEE T SEAM cHAssis NOTE 3 SIDE r
SHEET I1 EDP TIE ODwW IWED, SEE T BEAM C DED Nott ,4 . VIEW ENO VIEWN
SHEET /I FDR DE DOWN INFO. END TIE DOWN
• CONTRACTORS ,CERTIFICATION
I CERTIFY THAT I HAVE INSTALLED THE SAC IND., INC. ANCHORING SYSTEM As
PER THE INSTALLATION INSTRUCTIONS. I HAVE MADE NO MODIFICATIONS TO THE
ANCHORING SYSTEM OR TO TILE BUILDING STRUCTURE.
COMPANY NAME! CONTRACTORS LICA/
PI I- SLI- I UUNIN I11)N SYS-1111M11 "II"
11 1111 11 1-ri1
Finish Grade
— ________ -4— 40" -- 96" -- -- 48° /
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Sec 'loot plan for honor skill
Fill. All ftI bckvicen Footings must be level with the top of the footings to provide a level work area for
blocking and applying the vapor barrier.
ConcICte Ppoting. fooling depth should be per local code, with the top of the footing no more dlao 18"
below the finished grade. Pie shaded area shows the perimeter blocking portion of the rooting that must
reach below the frostline. We suggest you position the footings so 2" extends beyond die perimeter oldie
home to allow For skirting. See installation Manual for tie down location information.
Access. II both ends of the excavation cannot be open, clear and sloped for delivery truck access and exit,
please contact us for prior approval. A 36" minimum space is required around the footing to provide
I om For blockinn and skirtinn Please slave the outside of this area as pictured ahove. no.IrlAd
CHAPTER 4 FOUNDATIONS
FIGURE 4.5: TYPICAL TYPES OF PIERS
Double Interlocked Block �P)PAIR5 OF SHIMS
IMAX 10/%0.16.000,I3S., /
Slnple Blocks Mating Line Block Ferimeter Block
Iunx.LOAD t.000_as) 1 I
shims T - -1_B'max. TV! lh
M.
T —woad blocking
—per per caps BO•
max. Fr
36' Pier
J— ...�.v. .. .. o
Install at right angles to the Every layer shall be at right angles to the
supported I-beam. Horizontal offsets previous one. Piers over 36 inches high
shall not exceed 1/2 inch top to must be spaced not more than 8 feet on
bottom Mortar is not normally center. Mortar will not normally be required.
required
Up to 25 percent of the piers may be more than 36 inches high but no pier may be more than 80 inches high. Construct
all piers that will be over 36 inches high, and all corner piers that will be over three blocks high, out of double interlocked
concrete blocks. Every layer shall be at right angles to the previous one. Mortar will not normally be required.Piers
over 36 inches high must be spaced not more than 8 feet on center.
Load bearing (not decorative)concrete blocks shall have nominal dimensions of at least 8"x 8"x 16"and shall be ASTM
C-90 Grade N,minimum.They must be stacked with hollow cells aligned vertically.
HARDWOOD SHIMS: Use 4-inch x 6-inch hardwood shims to level the home and fill any gaps between the base of the
top of the pier cap.Always use shims in pairs and drive them in tightly so they occupy no more
than 1 inch of vertical space
WOOD BLOCKS: Same width and length as cap, may be used to fill space between cap&shims.
CAPS: Caps may be of solid masonry or wood.all caps shall be of the same length and width as the piers
they rest upon.Avoid plywood,as it may lead to unwanted settling or movement.
Manufactured&Labeled Metal or Concrete Devices Recessed Perimeter Piers
Frame
T FLOOR JOIST
L:'` BEAM
t II
T
16' I, 6'm,An
�
PIER
mow=
maintgo
• Manufactured piers shall be listed and labeled for the required load capacity. Minimum base is nom. 12".
Adjustable risers shall not extend more than 3 inches or beyond the limits specified by the
pier manufacturer,whichever is less,when finally positioned.
'Recessed perimeter piers to be located no more than 48"on center and 10"from the edge of the floor.
Beams are (2)SPE#3 2x6x24,to be placed on the adjusting screw and shall bear under at least(2)floor joists.
Maximum pier load is 2,500 lbs.
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PROFESSIONAL ENGINEER SEAL
Page 11
CHAPTER 4 FOUNDATIONS
4.5 TABLES
(intermediate spacings require proportional loading.)
TABLE 4.1 A: MINIM UM PIER LOADS
FRAME RLOCKLNG OALY
AC hen Perm]cicr Support is Not 2cquire6 Except al Opcn!cgs
Minimum Pier CapaC¢r, lbs
NuiT.it
'a'
Roof 4Nc
floor Maximum Pier Spacing.ft
44.41L11, ft
Load, PSY 4 6 8 9 10 11
20 2300 3.400 4,600 5,200 (a) 5.900 rg, 6.300 (b)
IZ 30 2.900 3300 5.200 5.800 (a) 7,200 (a) 7,900 (b)
40 2,900 6,300 5.100 6,500 (a) 7,200 (b) 7,900 (b)
20 2,700 4.000 5.300 6.000 (a) 6,600 lbl 7.300 (-6)
I4 30 3.000 4,500 6,000 6.700 8,3007.500 rb)(b) 8.200 8.200 (b)
00 i} 7,400 00 5,000 6,600 (a) (a)
20 2.900 4,400 5.800 6,500 (a) 7300 (hi 8.000 (b)
16 30 3 300 0,900 6.500 (a) 7.300 (b) 8,200 (h) 9.000 (b1
40 3.600 5.400 7,200 (a) 8,100 (b) 9,000 @) 9,900 (b)
20 3,300 4,900 6,500 (a) 7,400 (b) 8,200 (b) 9.000 (b)
IB 30 3,700 5,500 7,300 (a) 8,200 (b) 9.200 (b) 10,100 (b)
(a) -NI inimum 10 inch High Maio Frame 1.Beam
(b)-Minimum 12 mch High Main Frame 1-Beam
-1£ CONDITIONS CANNOT 0E FOUND IN THIS TABLE,LSE TABLES 42A S B.
TABLE 4.1B: MINIMUM PIER LOADS,LBS
SIDEWALL & MATING (PALL OPENINGS (per section)
For Frame Blocking Only. Perim eter Support Not Required Except Az Openings
For single piers supporting both mate line walls, double the load shown.
NI inimum Pier Capacity, lbs.
Nominal
Roof Lisa
Floor Opening Width, R.
W idth. ft. Load, PSF
5 10 15 20 25 30 35
20 550 1,100 1,650 2,200 2.7003.250 3500
12 30 750 1,450 2.200 2.900 3.650 4.350 5.100
40 900 1,800 2,700 3,650 4,550 5,450 6,350
20 600 1,250 1.850 2.500 3,100 3.700 4,350
14 30 850 1.650 2,500 3.300 4.150 4.950 5.800
40 1,050 2,050 3,100 4,150 5,150 6,200 7,200
20 650 1,300 1.950 2,650 3,300 3,950 4N00
16 30 900 1,750 2.650 3.500 4,400 5.250 6.150
40 1,100 2,200 3,300 4,400 5,450 6,550 7,650
20 750 1,450 2,200 2,950 3,650 4,400 5.300
18 30 1,000 1,950 2,950 3,900 4,900 5,850 6.850
-For piers supporting two adjacent openings, the capacity shall be the sum of the capacities
from each opening.
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Page 16 PROFESSION41 EAGIRECR SEAL
CHAPTER 4 FOUNDATIONS
TABLE 4.2A: MINIMUM PIER LOADS
FRAME PLUS PERIMETER BLOCKING
Both Frame and Perimeter Blocking Required
For single piers supporting both sides of a mate line, foundation loads must be doubled.
Roof
Nominal Live
FloorMaximum Pier Spacing, ft.
Load,
Width, ft. PSF4 5 6 7 8 10 12
Frame 20-120 1,300 1,600 2,000 2,300 2,600 3.300 3,900
20 1,000 1,200 1 500 1.700 2.000
30 1.300 1,600 1.900 2.200 2.600 - a
40 1.600 2000. 2.400 2700 3,100 - -
12 Perimeter 60 2.100 2 700 3.200 3 800 4.300 a -
80 2.700 3.400 4 100 4,800 5.500 - a
100 3.300 4.100 5,000 5.800 a -
120 3.900 4.900 5.800 - -
Frame 20-120 1,500 1,900 2,300 2,700 3,000 3.800 4.600
20 1.100 1 400 1 700 2.000 2.300 - -
30 1.500 1.800 2,200 2 600 2.900 - -
14 40 1.800 2.200 2,700 3,100 3.600
Perimeter 60 2.400 6,100 3 700 4 300 4 900
80 3,100 3.900 4,700 5.400 6.200 -
100 3.800 4,700 5,700 - - - -
120 4.400
Frame 20-80 1,700 2,100 2,600 3,000 3,400 4.300 5400
20 1.200 1500 1,800 2 100 2,400
30 1.600 1,900 2.300 2,700 3 100 - -
16 Perimeter 40 1.900 2,400 2,900 3,300 3.800 - -
60 2 600 3,300 3,900 4,600 5,200 - -
80 3.300 4.100 5.000 5.800 - - -
Frame 20-40 1,900 2,400 2,900 3,400 3,900 4,800 5800
20 1.300 1.700 2.000 2,400 2.700 - -
18 Perimeter 30 1,700 2 200 2 600 3 000 3.500
40 2.100 2700 3.200 3.700 4.300
-Perimeter support recommended for gypsum board tape and texture homes.
-Perimeter/Mate Line support spacing&loading may not exceed 8 feet.
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Page 17
CHAPTER 4 FOUNDATIONS
TABLE 4.2B: MINIMUM PIER LOADS, LBS
SIDEWALL &MATING WALL OPENINGS (per section)
-Both Frame &Perimeter Blocking Required
For single piers supporting both mating walls, double the load shown.
Roof Minimum Pier Capacity-Lbs.
Nominal Live
Floor Load,
Width Mating Wall Opening-Feet
PSF 5 10 15 20 25 30 35
20 1,400 2,000 2,500 3,000 3,600 4,100 4,700
30 1,900 2,600 3,300 4,100 4,800 5,500 6,200
40 2,400 3,300 4,200 5,100 6,000 6,900 7,800
12 60 3,300 4,600 5,800 7,100 - - -
80 4,200 5,900 7,500 - - - -
100 5,200 7,200 - - - - -
120 6.100 - - - - - -
20 1.600 2,200 2.800 3.500 4.100 4.700 5,300
30 2,100 3.000 3,800 4,600 5,400 6.300 7,100
40 2,700 3,700 4,700 5,800 6,800 7.800 -
14 60 3,800 5,200 6,600 - - - -
80 4,800 6.700 - - - -100 5,900 - - - - - -
120 7.000 - - - - - -
20 1,700 2,400 3,000 3,700 4.300 5.000 5.600
30 2,300 3,200 4000 4,900 5,800 6.700 7,500
16 40 2.800 3.900 5,000 6,100 7,200 - -
60 4,000 5,500 7,000 - - - -
80 5100 7100 - - - - -
20 1,900 2.600 3,400 4,100 4,800 5,600 6,300
18 30 2,500 3,500 4,500 5,500 6,400 7.400 -
40 3,200 4,400 5,600 6,800 8,000 - -
-For piers supporting two adjacent openings,use the sum of the capacities
from each span.
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Page 18
.4JF2SSI06pL ENGINEER SEAL
CHAPTER 4 -FOUNDATIONS
TABLE 4.3: MINIMUM FOOTING SIZE IN 7 FOOTING SIZE GUIDE
SQUARE INCHES TYPICAL EQUIVALENT
PIER SOIL CAPACITY IN POUNDS PER SQUARE FOOT ' AREA 1
ISIZE QIAMELEN
LOADS, 1000 1500 2000 3000 40001 (INCHES`) I (BxC) (D)
LBS. '
SQUARE INCHES i
1,000 144 l 128 l 128 I 128 128 I 128 8x16 18
1,500 216 l 144 1 128 128 128 144 12x16 18
2,000 I 288 192 144 128 128 256 16x16 18
3,000 l 432 288 216 144 I 128 384 l 16x24 24
4,000 576 384 288 l 192 I 144 400 20x20 24
5,000 720 I 480 360 240 i 180
6,000 864 l 576 V 432 288 216 576 24x24 28
7,000 1,008 672 504 336 1 252 720 24x30 32
8,000 1,152 768 576 384 I 288 900 l 30x30 34
9,000 ! 1,296 864 648 432 324 1080 _ 30x36 38
10,000 1,440 960 720 480 360 1296 36x36 42
1 11,000 I 1,584 1,056 792 I 528 396 1728 36x48 48
12,000 1 1,728 1,152 864 I 576 432 I
13,000 1,872 1,248 936 ! 624 468 2304 48x48 56
14,000 2,016 1,344 1,008 l 672 504 L
15,000 2,160 1,440 1,080 l 720 540 i
4.5 REFERENCE DOCUMENTS \- _
The following reference documents are identified for informational purposes only. D B
ANSI/NCSBCS A225.1-1994: Manufactured Home Installations BTS, 505 Huntmar ',
ParkDr., Herndon, VA 20170 -- --
ANSI/ASCE 7-88: Minimum Design Loads for Buildings and other Structures,
ASCE, 345 East 47`r'St_,New York,NY 10017-2398
FEMA 85: Manufactured Home Installation in Flood Haza-dAreas,
FEMA, Washington,DC 20472 (202) 646-2708,September 1985.
HUD Handbook 4930.3 (1989): Permanent Foundations Guide for Manufactured Housing, HUD,
4157`"St., SW Washington, DC 20410
All-Weather Wood Foundation
Systems Manual: National Forest Products Association,
1619 Massachusetts Ave., NW Washington, DC 20036, June 1976
Frost-Free Shallow Foundation
Design Guidelines: Energy Design Update, March 1988
Building Foundation Design
Guidebook: Document No. DE 88013350, National Technical Information
Service, 528 Port Royal Road, Springfield, VA22161
Manufactured Home "'arr.
Installation Guide by Manufactured Housing Institute, 2101 Wilson ........�
Porter,George Boulevard, Suite 610 Arlington, VA. 22201-3062 ,
6 •
•
Guide to Foundation and 4 A.aura rs a
i
Support for Manufactured Manufactured Housing Research Alliance 0•°.V1‘71492-.2- 1 W
gr
Homes 2109 Broadway, Suite 203, New York, NY 10023 �kiy`Ff dsie.,E?��
Page 19 PNOFESSION-ALENGINEER SEAL