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2013, 07-09 Permit App: FAS-2013-0008 MH4-5.2[9X3 • ©D08 Community Development Department Permit Center Spokane Valley 11703 East Sprague Avenue, Suite B-3 Spokane Valley, WA 99206 Tel: (509) 688-Q036 Fax: (509) 688-0037 permitcenterspokanevallev.orq (Staff Use Only) PERMIT NUMBER: PERMIT FEE: 1 MANUFACTURED HOME PERMIT APPLICATION fal OTHER SITE ADDRESS: "V 52.5— PIZCs 6 2 5 S 12 ASSESSORS PARCEL NO.: LEGAL DESCRIPTION: BUILDING OWNER NAME: 2ick(A-20 NAME: Rt C —& vt 0 Z_ &la ✓t'2U ADDRESS: ,V 5.,2J Pae .6 FZ'46$S CITY: tis.1]41..f PHONE: 2_'I CONTACT NAME: CaiiNt nntazit.2i PHONE: .5-bc1 - C.iia ' �` 341 CONTRACTOR NAME: STATE: LAM - FAX: FAX: CELL: CELL: ZIP: 9103-7 X1 3-7 7-1 'I N� gitini+E5 MAILING ADDRESS: (2.- gC))L 5'22.4, CITY: Sir i irl� th c . *r PHONE:. -69- q)./ `cia CONTRACTOR LICENSE No.: FAX: STATE: W A.. I - '63 i'S'_ CELL: ZIP: C L/S EXPIRES: CITY BUSINESS LICENSE NO.: DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE: 4- ►nn -�c home. pvk Pat 41 d , MANUFACTURED HOME WIDTH: 6 1 MANUFACTURED HOME LENGTH: 4,8 YEAR OF MANUFACTURED HOME: 010i`3 PIT SET: SEPTIC/SEWER: MANUFACTURER: PREVIOUS ADDRESS: PROPOSED USE: ve._ DISCLAIMER The permitted verifies, acknowledges and agrees by their signature that: 1) if this permit is for construction 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) The 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! dt •Clw St3v-vow NEW Hb S•N LID 0 AC. Valley ManuActir.ed liouting; 4-01-0450 Periffieter supportS are on needed on bearing:walls. Bearing walls are those want that support the ends ofrOdf trusses or rafters (typically Sidewalis and marriage walls but not end •twat, of main units or sidevials of tag units). To Minimize the number of required perimeter supports, space them evenly between point load supports as shown in Figures 13 (but not. under spans). "filtie :figures identify typical:support locationS for homes requiring perimeter supports. Spetingframe sttpports,,. There must be a support located near the end of each 1-beani such that.there is no more than 12 inches oftseam past:the edge: of the suPpOrt. 01,4061 tat aimiLiek ruPEISt- 0:45016016 Cotallarnoli:4 47, 48.SARls! VOOD00% : .,0 41C v 9/27/2011 Figure 10 Typical Spl-ead Footing Configuration fits • 2013 • 0 co e 77 4-01-0155 Valley Manufactured Housing, Inc. Figure 11 Typical Pier Placement On Spread Footing Spread footings increase bearing area on soil for supports. The spread footing help transfer the pier loads to a larger area of the ground below, producing a stable foundation. When using spread foundation "runners" plan tie -down attachment points when pouring the concrete. Tie anchors into the steel reinforcing for a superior support and tie -down system for your home. Follow instructions in Install Stabilizing System (p.84) to determine anchor layout. Place anchors after the concrete has been poured, and fill in the openings when the anchors are set. o FEDERAL MANUFACTURED> u HOUS G CONSIDUCTICA113 & SAFETY STANDAM0 u 07 12/16/2008 28 4-01-0165 Valley Manufactured Housing, Inc. support spacing is equal. However, if different support spacings are used then each support with a different spacing should be calculated separately. Note the location and load required of each support on the sketch. TABLE 3. LOAD ON FRAME AND PERIMETER SUPPORTS Valley Manufactured Housing, Inc. Roof Load Zone Maximum Spacing Location North 40 psf 65 psf 120 psf 4 ft Frame 1038 1038 1038 Perimeter 1905 2672 4359 Marriage 744 744 744 6 ft Frame 1557 1557 1557 Perimeter 2858 4008 6538 Marriage 1116 1116 1116 -8 ft Frame 2076 2076 2076 Perimeter 3811 5344 8717 Marriage ` 1488 1488 1488 ** Marriage line pier loads do not include roof live load. See table 2 for marriage line piers with roof live loading. The information in the chart above is based on the following dead Toads: Roof -10 PSF, Floor - 6 PSF, Wall - 35 PLF, Chassis Beam -10.8 PLF STEP 3. SELECT FOOTING MATERIAL Select one of the products and materials from Table 4 for the footings. oMEM. AlA11FACTtAiEtt 0 FDW s CEMIST1 CT1O[t ro 0 & SAFETY STANDARDS 07 rc 12/16/2008 30 8002 9 133a 4-01-0170 Valley Manufactured Housing, Inc. NG MATERIALS Material Appropriate Use Specification d Poured ur ed PoCo All Soil Types Minimum 6". thickpoured in place concrete runners, pads, or "slabs with at least a 28 day Cast -1n - compressive strength of-3,1)06'0i.Cast-1n- place concrete footings may also require reinforcing steel based on acceptable engineering practice, the designsloads, and site soil conditions. Pre -cast Concrete All Soil Types Minimum 4" thick nominal precast concrete pads meeting or exceeding ASTM C 90-02a, Standard Specification for Load Bearing Concrete MasonryUnits, without reinforcement, with at least a 28 day compressive strength of 2,500 psi ABS Plastic Stable Soils Use in accordance with the pad manufacturer's instructions. Must be certified for use in the;=soil classification at the site, listed and labeled for the required Toad capacity. Proprietary Systems Consult System Manufacturer Consult system manufacturer Will footings be concrete? .:go to: STI see gain t ie t(i46 4(}i STEP 4. SIZE FOOTINGS Once the load on the footing and the soil bearing capacity are known, calculate ti.le size of each footing as follows: 1) From Table 7 determine if the pier is to be of single stack blocks (8 inch x16 inch) or double stack blocks (16 inch x 16 inch) pier. PAGE y7 2) Locate the group of rows in Table 5 with the soil bearing capacity determined in Prepare the Site, STEP 5. DETERMINE SOIL BEARING CAPACITY AND FROST LINE (p. 13). • Use the next lowest value if the exact value does not appear. 3) Read across the table to determine the minimum required footing area and the minimum footing thickness for the corresponding footing type (single or double stacked blocks). Q FAL MANUFACTUREO> 0 HOUSING CONSTRUCTION `IIy & SAFETY STANDARDS 0 07 rno 12/16/2008 31 200Z 9 1 330 4-01-0250 Valley Manufactured Housing, Inc. �AYLi. t. 1 Pier Location 17.-11 vv..v-•��— Height ----- Configuration Max. Offset Top To Bottom Max. Load (lbs) Mortar And Reinforce -ment Less than 36 in (except comer piers more than 3 blocks high) Single stack blocks with long side perpendicular to I-beam '/2" 8,000 lbs Not required Frame Between 36 in and 67 in and corner piers over 3 blocks high Double, interlocked blocks 1„ 16,000 Ibs Not required Over 67 in Designed by a registered engineer or registered architect Perimeter 54 in or less* Single stack blocks with long side perpendicular to 1 -beam '/2 8,040 lbs Not required Double, interlocked blocks 1" 16,000 lbs Not required Marriage Line 54 in or less* Single stack blocks with long side perpendicular to 1 -beam '/2n 8,000 Ibs Not required 54 in or less* Double, interlocked blocks 1" 16,000 lbs Not required 54 in or less* Quadruple, interlocked block: (fully grouted) '/2" 30,000 lbs Fully Grouted * Construct perimeter and marriage line piers over 54 inches according to the requirements for frame piers of1the same height. 1. Prepare footing surface. Make sure the footing surface upon which the pier sits is flat and smooth. Before placing the pier on the footing, clean dirt, rocks or other material off the surface of the footing. For cast -in-place concrete footings, if the footing surface is uneven, create a level, flat surface by placing a treated board on the footing *"ink fin the first o FEDERAL iaalaWactumo ROLSING CONSTRUCT1014.fl fl & SAFETY STANDARDS 71 07 m a 12/16/2008 471-1 4-01-0445 Valley Manufactured Housing, Inc. ON TYPES Location Type Required See Page Sidewall Frame Yes 86 End Wall Frame Sometimes 87 Tag Unit Frame Yes 86 Offset Unit Yes 86 Figure 54 illustrates typical anchor locations for a double section home. - Tie -Down At End Of Sidewall Frame I ' Tie -Down \ Home At 45° Angle ! 11 Chassis Main 1 -Beam L Marriage Line Chassis Main I -Beam r "--- Strap Anchor Head Figure 54 Typical Anchor Locations Maximum spacing requirements. The LAHJ may have anchor spacing requirements that supercede the values provided in this manual. SIDEWALL FRAME ANCHORS Use Tables 15 and 16 to determine the spacing between anchors. Spacing requirements will vary depending on the slope of the roof, the width of the floor for each section, the sidewall height, I-beam spacing and the height from the ground to the strap attachment point (see Figure 55). Determine the values for the home. Using the table for the appropriate wind zone, determine the column and row that correspondsto the characteristics of the home. The value on the 4 HOUSING CONSTRUCTION & SAFETY STANDAMS ce 07 m 86 a v 12/16/2008 .0000Valley MANUFACTURER c MANUFACTURED HOME INSPECTION RECORD CARD PERMIT #: OWNER: ADDRESS: MODEL: SERIAL NUMBER: MANUF DATE: "HUD" LABEL/STATE LABEL NUMBER: DATA PLATE: DEALER: DEALER#: ELECTRICAL -L& I FINAL APPROVAL: INSTALLER: INSTALLER: INSTALLER: INSTALLER: WAYNES#: WAYNES#: WAYNES#: WAYNES#: INSTALLATION INSTALLATION #: ANCHOR#: INSTRUCTIONS U5 MANUFACTURER: STATE: NFPA 225 FOUNDATION: FOUNDATION TO LOCAL BLDG CODE: SUPPORT: SUPPORT LOCATIONS PER MANUFACTURER OR ENGINEERED DESIGN: ELEVATION: ELEVATION OF LOWEST FLOOR(IF IN A FLOOD HAZARD AREA): SUPPORT FOOTINI TYPE: SIZE: PIERS: MATERIAL SPACING: SHIMS: LOT/SOIL CONDITIONS: ANCHORS: SPACING: EQUIPMENT USED: EQUIPMENT APPROVED: FRAME REMOVED: PERMITED BY MANUFACTURER: (PRIOR TO 11/89) FOUNDATION TO LOCAL BLDG CODE: SUPPORT LOCATIONS PER MANUFACATURER OR ENGINEERED DESIGN: ELEVATION OF LOWEST FLOOR(IF IN A FLOOD HAZARD AREA): SKIRTING: TYPE: COMMENTS ATTACHMENT TO HOME: POLY ON GRADE: ACCESS PANEL: *FINAL APPROVAL MEETS THE REQUIREMENTS FOR TITLE ELIMINATION EXCEPT FOR PARK PLACEMENT* INSPECTOR: DATE/TIME: ORIGINAL COPY: CITY OF SPOKANE VALLEY ADDRESS FILE COPY FOR OWNER