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2006, 06-19 Permit App 06002302 MHProject Number: 06002302 Inv: I Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Date: 6/19/2006 Page 1 of 2 Permit Use: PLACE 2006 26 X 68 MANUFACTURED HOME Contact: NORTHWEST MFG HOME SERVICE Address: PO BOX 3503 C - S - Z: HAYDEN, ID 83835 Setbacks: Front Left: Right: Rear: Phone: (208) 772-8469 Group Name: Project Name - Site Information: _ Plat Key: 005236 Name: ARMSTRONG EST District: East Parcel Number: 55083.9601 Block: SiteAddress: 19314 E colyar LN Location:: CSV Zoning: UR 3.5 Water District: Area: 10,711 Sq Ft Width: 90 Nbr of Bldgs: 2 Nbr of Dwellings: 1 Review Information: Lot: Owner: Name: WALKER, GLENN Address: 19314 E COLYAR LANE SPOKANE VALLEY, WA 99016 Hold: ❑ Depth: 120 Right Of Way (ft): 60 Review Building Plan Review Released By: PER MANUFACTURED HOME SPECS Originally Released: 6/19/2006 By: amblake Driveway/Approach Released By: Originally Released: 6/19/2006 By: amblake Landuse/Zoning/HE Conditions Released By: Originally Released: 6/15/2006 By: Mharnois Operator: AMB Printed By: AMB Print Date: 6/19/2006 Project Number: 06002302 Inv: I Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Sewer Review Permits: Date: 6/19/2006 Page 2 of 2 Released By: PER UTILITIES Originally Released: 6/19/2006 By: amblake Contractor: NORTHWEST MFG HOME Address: PO BOX 3503 HAYDEN, ID 83835 Item Description INSPECTION FEE Manufactured Home Firm: NORTHWEST MFG HOME SERVI Phone: (208) 772-8469 Units Unit Desc 2 # SECTIONS Fee Amount S100.00 Permit Total Fees: $100.00 BUILDINGS RESTRICTED TO 14 UNITS UNTIL PROPOSAL IS CONNECTED TO PUBLIC SEWER. BUILDING SETBACKS SHALL BE MEASURED 25 FEET FROM THE EDGE OF THE RESERVED FUTURE AQUISITION AREA. ALL PERMIT APPLICATIONS IN MISSION MEADOWS MHP MUST HAVE PLANNING DIVISION REVIEW BY MICKI HARNOIS OR GREG MCCORRMICK Payment Summary: Permit Type Manufactured Home Fee Amount Invoice Amount Amount Paid Amount Owine $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: 6/19/2006 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: PLACE 2006 26 X 68 MANUFACTURED HOME Contact: NORTHWEST MFG HOME SERVICE Address: PO BOX 3503 C - S - Z: HAYDEN, ID 83835 Setbacks: Front Left: Right: Rear: Phone: (208) 772-8469 Group Name: Site Information: Project Name: rtoject Number: 06002302 b: UR 3.5 Water District: Inv: 1 Date: 6/14/2006 Page 1 of 2 Area: 10,711 Sq Ft Width: 90 Depth: 120 Right Of Way (ft): 60 Nbr of Bldgs: 2 Nbr of Dwellings Review Information: Review Building Plan Review SPOKANE VALLEY DEPARTMENT OF COMMUNITY DEVELOPMEN- Released By: Driveway/Approach Released By: Landuse/Zoning/HE Conditions Released By: Sewer Review Permits: Released By: Operator: AMB Printed By: AMB Print Date: 6/14/2006 Permit Center p©"mane 11707 E Sprague Ave, Suite T%a, Spokane Valley, WA 99206 "���e� (509)688-0036 FAX: (509)6 Community Development www.spokanevallev.org Manufactured Home Permit Application ECUIVE 037 J DOOM OTHER PERMIT NUMBER a PERMIT FEE: SITE ADDRESS: 7 .3/4. / `yeiK /6e.. ASSESSORS PARCEL NO: %033y 9' ` LEGAL DESCRIPTION: Lo/ z , iSSi Building Owner: . Name: f� r t d /i-5 t,,4e/1�(6)e-141A0c4-114 /,/ Address: City: State: Zip: Phone: G6 3 5i Fax: Contact Person Name: Phone: ` i/_ (% ;- -3 — 3,9Z 3 Describe the scope of work in detail: Contractor: • :: Name: 4? ill, 5 Address: City: State: Zip: Phone: Fax:p Con 1,Ag f114.4of `l IL Gate: t0 City Business Lic. No: i r- al Qt.3 Jel4)— All47/10 LA,A, MANUFACTURED HOME Length: (j6 (_ oil Manufacture: K' i < / Previous Address: Proposed Use: Year: zco� 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 _,,,y Method of Payment ❑ Cash ❑ Check 0 Mastercard ❑ VISA Bankcard #: Expires: VIN#: Authorized Signature: REVISED 8/23/2005 Or° L-/ ,A#7 ,--ac-t5-07 �� ��A1 tow sue. sevrA Si 4‘3\144 ♦ a a ♦ • a • ♦ a a • • r Csi an en ladeP•olose 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 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 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 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 ll 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' I 16' j 18' 14' 1 16' 118' I 14' I 16' I 18' MAXIMUM ZONE I ANCHOR SPACING ZONE II (FT. ZONE III SINGLE 4125 LBS. 9' 11' 14' 61.8° 8' 8 3-4' 54-4° 6-8" DOUBLE 9450 LBS. 20' 23' 28' NA NA NA MA NA NA NA - NOT APPLICABLE (Use single strap spacing). MAX. SINGLE WIDE INTERMEDIATE SPACING PER CHART ANCHOR - ' SDEWALL 1OP NEW OF HOME MAX. ENDWALL ANCHORS DOUBLE WIDE CHART SAP METHOD ANCHOR MIN ULT. LOAD CAPACTY WIDTH OF HOME (FT. 24' 128' I 32' 24' 128' I 32' 24' 128' 132' MAXIMUM ZONE I ANCHOR SPACING ZONE II (FT.) ZONE III SINGLE 4725 LBS. 11' 11' 11' 4' 6'-8° 8' 4' S'-4' 5'-4' DOUBLE 9450 LBS. 22' 22 22' NA NA NA NA NA NA NA- NOT APPLICABLE (Use single strap spacing). 2' Q DOUBLE WIDE MAX, INTERMEDIATE SPACING PER CHART MAX. MATING LINE WRAP AROUND 1 OUTER -9. I -BEAM ANCHOR - SIDEVJALL TOP VIEW OF HOME -FRAME l I -BEAM ENDWALL ANCHORS 28 12' MIN 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 6 8 8 10 6 6 8 10 6 6 6 8 6 6 6 8 '8' 8; 81 10 10 6 6 8 8 6 6 6 8 6 6 6 8 x= MAY BE 6PROVIDED (3) I/2'x #4 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. r PERIMETER PIER (TYP) - SEE NOTE ABOVE � i.F rf 'rJ>ir '} rI BEAM j MAXIMUM SPANS 20# = 25'-10' 30# = 22'-4' 40# 20 0 80# l3 9 I -BEAM" MATING LINE `PIER (TYP.) 4. \ tt M w u. 8 0 O.0 TYP. I BEAM I -BEAM PIER . (TYP)I-BEAM ' M,4 FULL VALL ALTERNATE REPLACES SIDEVALL BLOCKING (2x4 STUDS 24' O,C. MAX) (SEE NOTE ABOVE) TYPICAL DOUBLE WIDE WITH PARTIAL SLAB FOUNDATION HARDWOOD SHIMS - 0= ~ J H = Y H 0 0 W LJ y = W 06 >- 6 1 CC = E z o X W m CC oic= CC ii L') W 0— = W 0 VIC4 UJ 041 Coof CZ C Z = - o 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. B) 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 #4 REBAR RECOMMENDED (BUT NOT REQUIRED) UNDER ALL PIERS. LOCATE NO CLOSER THAN 3' FROM BOTTOM OR SIDES OF FOOTINGS. 17