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2006, 08-16 Permit App: 06003246 MHPermit Center Sparti okane 11707 E Sprague Ave, Suite 106 go e Sall Spokan, 6,/0 4106 y (509)68e 8 -0036 Valley FAX:WA (509)6$$� 9920 037 Community Development www.spokanevalley.orq Manufactured Home Permit Application G OTHER PERMIT NUMBER, i RMIT FEE: SITE ADDRESS: / y 3/0 Alze9.6.64 Zone_ ASSESSORS PARCEL NO: 5 5—eg3 ,. 9b0 / LEGAL DESCRIPTION: zp -714 M%904 Ae40 s M )`D Building Owner: 6d?.� 4.1 Name: c��[-�'`t.rL Jlome // ��1� TAY Name: Address: 45-0 5" IE. 5,79u..e ` City: S,l"04Gce State:lriif Zip: 9,z,12...._ Phone:(] 535- _/79.3 Fax: City: Contact Person Name: K,Li16 /L Phone: (SOci) %3 — 3S Z 3 Describe the scope of work in detail: Contractor: ilk 6d?.� 4.1 Name: Address: City: State: Zip: Phone: Fax: Contractor Lic No: Exp Date: City Business Lic. No: 5e1 Ji u h-eici 1162 -e MANUFACTURED HOME Width: Zo Length: Year: Pit Set: yr. J w ewer Manufacture: ,ha, Kite lie_ 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 ❑ Check ❑ Mastercard gVISA Bankcard #: Expires: VIN #: Authorized Signature: REVISED 8/23/2005 Project Number: 06003246 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 8/17/2006 Page 1 of 2 Project Information: Permit Use: PLACE NEW MANUFACTURED HOME Setbacks: Front Left: Site Information: Plat Key: Right: Rear: Contact: SPOKANE HOME CENTER Address: 4505 E SPRAGUE AVE C - S - Z: SPOKANE, WA 99212 Phone: (509) 535 -1793 Group Name: Project Name: Name: MISSION MEADOWS MHP MFG HOME PK 123 UNITS District: East Parcel Number: 55083.9601 Block: SiteAddress: 19310 E AUGUSTA #74 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; ) o Lot: Owner: Name: Address: SPOKANE HOME CENTER 4505 E SPRAGUE AVE SPOKANE, WA 99212 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Review Building Plan Review SPOKANE VALLEY DEPARTMENT OF COMMUNITY DEVELOPMENT Released By: Driveway /Approach Released By: Septic Sys Review Landuse /Zoning/HE Conditions Permits: eleased' 3y; - Released By: Operator: AMB Printed By: AMB Print Date: 8/17/2006 08/28/2006 13:48 5093241567 AJG 28 2006 11:52 FR SRHD EHS PAGE 01/01 TO 3241567 P,01/03 Project A'iu al her: 066 03246 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 8/17/2006 Page 1 of 2 f reiect /n [ Jr lioh: Permit Use. PLACE NEW MANUFACTURED HOME Setbacks: front Site Infer) II gtion :, Plat K 1 Name: MISSION MEADOWS MUP MFG HOME PK 123 UNITS Parc :1 Number: 55083.9601 Left: Right Rear: Contact: SPOKANE HOME CENTER Address: 4505E SPRAGUE AVE C - S - Z: SPOKANE, WA 99212 Phone: (509) 535 -1793 Group Name: Project Name: Block: S iteAddress: 19310 E AUGUSTA 074 LN Location :: CSV Zoning: UR -7 Urban Residentbil -7 Water District: Area: 0 Sq Ft Width: 0 Nbr of B1dgs: 0 Nbr of tiro, � Review I,10 t icit: D: t� Lot District: Emit Owner: Name: SPOKANE HOME CENTER Address: 4505 E SPRAGUE AVE SPOKANE, WA 99212 Hold: Depth: 0 Right Of Way (ft): 0 131111 d ng Plan Review •r. e way /Approach -Releta d• CONNECTED TO S SE pt it Sys Review CA') - 8:444 L, ainise/Zoning/HE Conditions Perinit4: ktitabed $y: _ o' Ope re o r: AMB Printed By: AMB AUG 28 2006 15:08 Print Date: 8/17/2006 5093241567 PAGE.01 44, Optional Deluxe Master Bath 47 17, cilrf AFTIrnx 2uu ZgkietTA Dak-u--sbc( 1 (2.° 2-1 LL Id..4414.4A,V44`7044444,1-44-Mr4444 nowt,- MIN uI DINING 8.-8° BDRM. 2 144:4,a4e.i.:,?-4.-Ties'4'..-i.1:7,M.,. • 11111111111W 111111111111t MST. BDRM. 12'-8" ELC. 3' LIVING ROOM 19-4" -,;-3-.,:v-4,4*-11■11111111 DEN (IPO BDRM.-3) 10' -3" -1 Optional Recessed Entry Optional Den IPO Bedroom 3 Optional Porch (4) Z©r 741 Safe 1 - zv' AU-GU-S-TA---L-AN-E_ -w ` +:::S : :�i 1 -as`� ... �ti . � :L ::': •r :::�.•s`ti : M � si ►.mil . • . ►.. ► ...- i L�,+i•� . S : S ►iSi►.SS�.:Ya•�Lai .� i � , a �y� �.i�.L,�.':.S� �� . i Sia_,,,►i�•�a :!LLB a L•►SS`a►'iy*`4 •s ► .s ate. ►as�hi Sr i . , ..► Ys: 1.SL .� L � aiS a.►'►1S: �'.: Sir : � Sl' .La • a. � .�'►. �L ►:►L :•.S ►iS.�L��i 53' 0 23 19317 53' 19311 1 MINIMUM CON MINIMUM DIMENSIONS SOIL BEARING CAPACITY .J 1500 PSI 2000 PSI 2500 PSI 3000 PSI ROOF LOAD (PSF) ROOF LOAD (PSF) ROOF LOAD (PSF) ROOF LOAD C°SF) 20 30 40 80 20 30 40 80 20 30 40 80 20 30 40 80 'A' 6 B1 8 10 6 6 8 10 6 6 6 8 6 6 6 8 `B' 8 1 81 10 10 6 6 8 8 6 6 6 8 6 6 6 8 x= 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 FUOTING. 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 �-� �-� ' > 9 T i !' {'�I , -I -BEAM MAXIMUM SP NS 20# = 25' -IO' 30# = 22' -4' 40# = 20' -0' 804 = 13' -9' I- BEAM` MATING LINE PIER (TYP) A Jy ::.., .� V ♦ y r ) tiJ t 4 k r,�'.( lr h F t 4 i • 8' -0' O.C. TYP. I- BEAM I -BEAM PIER (TYP) BEAM -�I ^ p � t]. S J :it;.- h FULL WALL ALTERNATE REPLACES SIDEWALL BLOCKING (2x4 STUDS 24' O.C. MAX) (SEE NOTE ABOVE) TYPICAL DOUBLE WIDE WITH PARTIAL SLAB FOUNDATION g* f ONO. Fa'y 3 bca ! STATE OF r,e Z� -- HARDWOOD SHI ire Lai 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 44 REBAR RECOMMENDED (BUT NOT REQUIRED) UNDER ALL PIERS. LOCATE NO CLOSER THAN 3' FROM BOTTOM OR SIDES OF FOOTINGS. 17 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. 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 III, 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 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. !. 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 II and III, install double head ground anchors at all vertical tie locations. 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 slot cut in straps I-beam eb,bthen, return to through e angled anchor. Connect frame ties to the frame I -beam at all ground anchor locations (double and single head) on both sides 28 of the Corr . In Zone II and III, connect both the vertical tie -c' wn, traps and the diagonal frame straps to double he d 7 chors. Straps should not be tight at this po °f 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. STRAP METHOD SINGLE DOUBLE ANCHOR MIN. ULT. LOAD CAPACITY 4725 LBS SINGLE WIDE CHART WIDTH OF HOME (FT.) 14' 16' 18' 14' 16' 18' 14' 16' 18' MAXIMUM ANCHOR SPACING (FT.) ZONE I ZONE!' ZONE III 14' 6-8" .tea 5'-4° 31 NA — NOT APPLICABLE (Use single strap g) SINGLE WIDE INTERMEDIATE SPACING PER CHART STRAP METHOD ANCHOR MIN. ULT. LOAD CAPACITY DOUBLE WIDE CHART WIDTH OF HOME (FT.) 24' 28' 32' 24' 28' 32' MAXIMUM ANCHOR SPACI ZONEI ZONE II DOUBLE 9450 S. '� �v �vo NA — NOT APPLICABLE (Use single strap spacing). 2'-0" DOUBLE WIDE MAX. INTERMEDIATE SPACING PER CHART 24' 28' 32' NG (FT.) ZONE III 2' -0' MAX. MATING LINE WRAP FRAME r/ OUTERD QUTER f I BEAM I -BEAM ANCHOR SIOEWALL TOP VIEW OF HOME ENDWALL ANCHORS