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2007, 05-21 Permit App: 07001859 MHProject Number: 07001859 Inv: I Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 05/21/2007 Page 1 of 2 Project Information: Permit Use: DOUBLE WIDE MANU HOME REPLACEMENT Contact: CLAYTON HOMES Address: 15906 E SPRAGUE AVE C - S - Z: SPOKANE VALLEY, WA 99037 Setbacks: Front Left: Right: Rear: Phone: (509) 891-9996 Group Name: Site Information: Project Name: Plat Key: 002378 Name: SIESTA MOBILE PARK ADD District: F Parcel Number: 45203.0133 Block: 1 SiteAddress: 908 S NINA CIR Location:: CSV Zoning: UR -7 Water District: Urban Residential -7 Area: ',500.00 Acres Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Lot: 5 Owner: Name: HAYES, WAYNE Address: 908 S NINA CIRCLE SPOKANE VALLEY, WA 99206 Hold: !_] Depth: 0 Right Of Way (ft): 0 Review Flood Plain Released By: SEE CONDITION Building Plan Review Originally Released: 05/03/2007 By: MSUKUP Released By: Originally Released: 05/18/2007 By: TMELBOU Landuse/Zoning/HE Conditions Released By: PER APPROVED SITE PLAN Originally Released: 05/18/2007 By: TSCHMIDT Operator: MT Printed By: MT Print Date: 05/21/2007 Project Number: 07001859 Inv: 1 Application Date: 05/21/2007 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Sewer Review Permits: Released By: 05003496 Originally Released: 05/18/2007 By: mturbak Contractor: OWNER Contractor: OWNER Item Description INSPECTION FEE Notes: Payment Summary: Permit Type Manufactured Home Flood Plain Firm: OWNER Phone: (000) 000-0000 Manufactured Home Firm: OWNER Phone: (000) 000-0000 Units Unit Desc 2 # SECTIONS Permit Total Fees: Fee Amount $100.00 $100.00 Fee Amount Invoice Amount Amount Paid Amount Owing $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: MT Printed By: MT Print Date: 05/21/2007 AiB S n`; 'L, L r , 5 ; 4D mow, r wAilD rA DATE: � c' x25-' ibe CITt0kne ., . Malley Community Development Permit Center 11707 E Sprague Ave, Suite 106 Spokane Valley, WA 99206 (509)688-0036 F(5¢99637 www.spokanevalley.org Manufactured Home Permit Application OTHER PERMIT NUMBER: O 1- 1 561 PERMIT FEE: SITE ADDRESS: 90 S6.1 w ASSESSORS PARCEL NO: C,r. Beak-..". Vt.1tt7 �.)e� 0.442E LEGAL DESCRIPTION: Building Owner: Length: , . Z: �„ Name: L.i on r.� M‘ t S -Lou 0(.. IA44 Address: er,:„) City: State: to 14A-4 '114. i I L V4 Zip: qk 1_0 Phone: I $I Z ..3 0 `M r( s- i Fax: Contractor Lic No: Exp Date: Contact Person Name: roc . F r c..h-s Phone: V- Toa- b ® Describe the scope of work in detail: Contractor: Length: , . Z: �„ Name: WV, e.het -Lou 0(.. IA44 Address: er,:„) City: State: Zip: Phone: Fax: Contractor Lic No: Exp Date: City Business Lic. No: t`I mCA" v f..A OwkAi S; 4.") r(.rpl.,tt,s MANUFACTURED HOME Width:.1 oy Length: , . Z: �„ Year: ZtS0(4 Pit Set: IA44 Septic/ er,:„) # Manufacture:5 'CIk 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 '/• Method of Payment: 0 Cash Bankcard #: 0 Check Date L//ji /G7 ❑ Mastercard ❑ VISA Expires: VIN#: Authorized Signature: REVISED 8/23/2005 i 11 i Z t/LC, -1 % r 41fitE-R- ACKC, rz)446 5098919360 CLAYTON HOMES 6 3 #F OTE 1.IT IS CONTRACTOR RESPONSABILITY TO PROVIDE VENTILATION (1FT. SQR. VENT PER. 100 FT. SQR. FLR. AREA MIN. WITHIN 12" TOP--OF--SLAB) 2. LAP SPLICE ALL CONT. REINF. 24" MIN. #4 VERT. ® 48" O.C. IN SIMPSON (SET) EPDXY ADHESSIVE, EMBED = 2-)'" MIN. 4" 04:47--40 p_m_ 2x6 CONT_ BASE PLATE (TREATED) W/ )z"0 x REQ'D LENGTH ANCHOR BOLT 0 48" O.C. EMBED_=7" 05-11-2007 2 /2 #4 CONT. 8" CMU EXTERIOR WALL SLOPE=5% EXIST. 6" CONC. SLAB -ON -GRADE TYPICAL PERIMITER WALL SECTION EXPIRES 09/23/7J N. T.S. a TPROJECT CANING WAYNE HAYES DATE 5-11-07 SHT.NO. 1 1 D1 STRUCTURAL CONSULTING J.N. 4407, SPOKANE VALLEY BY CAN To: CLAYTON HOMES eg-c1M-Thrz..- -NCD ESQ Zee Build L z7ind " 04:47:28 p.m. 05-11-2007 1 /2 CLAYTON HOMES, INC. WI 3 15906 E Sprague Avenue Spokane valley, WA 99037 Office (509) 891-9996 Fax (509) 891-9360 Emu,i 1 rlo93 @ Clayton. net FAX Fax: Phone: V Ci 141.41,0( a(rce Re: Comments: From: Pages: Date: cc: • • • CONFIDENTIALITY NOTICE " • The information contained in this fax message is privileged and confidential information intended only for the use of the individual or entity named above. If the reader of this message is not the intended recipient or the employee or agent responsible to deliver it to the intended recipient, you are hereby notified that any dissemination, distribution, or copying of this communication is strictly prohibited. If you have received this communication in error, please notify us immediately by telephone and return the original message to us at the above address via U.S. Postal Service. Pei. `)4/05 CMH 1299 [F] SECTION R321 SITE ADDRESS R321.1 Premises identification. Approv d numbers or ad- dresses shall be provided for all new build ngs in such a posi- tion as to be plainly visible and legible fro the street or road fronting the property. [B] SECTION R322 ACCESSIBILITY R322.1 Scope. Where there are four or more dwelling units or sleeping units in a single structure, the provisions of Chapter 11 of the International Building Code for Group R-3 shall apply. SECTION R323 FLOOD -RESISTANT CONST R323.1 General. Buildings and structures hazard areas (including A or V Zones) as R301.2 (1) shall be designed and constn with the provisions contained in this secti SUCTION onstructed in flood stablished in Table cted in accordance n. Exception: All buildings and strucitures in identified floodways as established in Table R301.2 (1) shall be de- signed and constructed as stipulated ii the International Building Code. R323.1.1 Structural systems. All structural systems of all buildings and structures shall be designed, connected and anchored to resist flotation, collapse or permanent lateral movement due to structural loads and stresses from flooding equal to the design flood elevation. R323.1.2 Flood -resistant construction. All buildings and structures erected in areas prone to flooding shall be con- structed by methods and practices that minimize flood dam- age. R323.1.3 Establishing the design flood elevation. The de- sign flood elevation shall be used to d fine areas prone to flooding, and shall describe, at a mini um, the base flood elevation at the depth of peak elevation of flooding (includ- ing wave height) which has a 1 percent (100 -year flood) or greater chance of being equaled or ex eeded in any given year. R323.1.4 Lowest floor. The lowest floo shall be the floor of the lowest enclosed area, including bas ment, but excluding any unfinished flood -resistant enclos re that is useable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the building or structure in violation of this section. R323.1.5 Protection of mechanical and electrical sys- tems. Electrical systems, equipment d components, and heating, ventilating, air conditioning d plumbing appli- ances, plumbing fixtures, duct system , and other service equipment shall be located at or abovea design flood ele- vation. If replaced as part of a substantial improvement, electrical systems, equipment and components, and heating, ventilating, air conditioning, and plumbing appliances, plumbing fixtures, duct systems, andther service equip- ment shall meet the requirements of this section. Systems, BUILDING PLANNING fixtures, and equipment and components shall not be mounted on or penetrate through walls intended to break away under flood loads. Exception: Electrical systems, equipment and compo- nents, and heating, ventilating, air conditioning and plumbing appliances, plumbing fixtures, duct systems, and other service equipment are permitted to be located below the design flood elevation provided that they are designed and installed to prevent water from entering or accumulating within the components and to resist hydro- static and hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flood- ing to the design flood elevation in compliance with the flood -resistant construction requirements of the Interna- tional Building Code. Electrical wiring systems are per- mitted to be located below the design flood elevation provided they conform to the provisions of the electrical part of this code for wet locations. R323.1.6 Protection of water supply and sanitary sew- age systems. New and replacement water supply systems shall be designed to minimize or eliminate infiltration of flood waters into the systems in accordance with the plumb- ing provisions of this code. New and replacement sanitary sewage systems shall be designed to minimize or eliminate infiltration of floodwaters into systems and discharges from systems into floodwaters in accordance with the plumbing provisions of this code and Chapter 3 of the International Private Sewage Disposal Code. R323.1.7 Flood -resistant materials. Building materials used below the design flood elevation shall comply with the following: 1. All wood, including floor sheathing, shall be pressure preservatively treated in accordance with AWPA Cl, C2, C3, C4, C9, C15, C18, C22, C23, C24, C28, P1, P2 and P3 or decay -resistant heartwood or redwood, black locust, or cedars. 2. Materials and installation methods used for flooring and interior and exterior walls and wall coverings shall conform to the provisions of FEMAJFIA-TB-2. R323.1.8 Manufactured housing. New or replacement manufactured housing shall be elevated in accordance with Section R323.2 and the anchor and tie -down requirements of Sections AE604 and AE605 of Appendix E shall apply. The foundation and anchorage of manufactured housing to be located in identified flood ways as established in Table R301.2(1) shall be designed and constructed in accordance with the applicable provisions in the International Building Code. R323.1.9 As -built elevation documentation. A registered design professional shall prepare and seal documentation of the elevations specified in Section R323.2 or R323.3. R323.2 Flood hazard areas (including A Zones). All areas that have been determined to be prone to flooding but not sub- ject to high velocity wave action shall be designated as flood hazard areas. All buildings and structures erected in flood haz- ard areas shall be designed and constructed in accordance with Sections R323.2.1 through R323.2.3. 2003 INTERNATIONAL RESIDENTIAL CODE® 57 APPENDIX G hibited by this section where specific enforcement would result in unnecessary hardship. VIOLATION. A development that is not fully compliant with this appendix or Section 1612, as applicable. SECTION G301 SUBDIVISIONS G301.1 General. Any subdivision proposal, including propos- als for manufactured home parks and subdivisions, or other proposed new development in a flood hazard area shall be reviewed to assure that: 1. All such proposals are consistent with the need to mini- mize flood damage; 2. All public utilities and facilities, such as sewer, gas, elec- tric and water systems are located and constructed to minimize or eliminate flood damage; and 3. Adequate drainage is provided to reduce exposure to flood hazards. G301.2 Subdivision requirements. The following require- ments shall apply in the case of any proposed subdivision, including proposals for manufactured home parks and subdivi- sions, any portion of which lies within a flood hazard area: 1. The flood hazard area, including floodways and areas subject to high velocity wave action, as appropriate, shall be delineated on tentative and final subdivision plats; 2. Design flood elevations shall be shown on tentative and final subdivision plats; 3. Residential building lots shall be provided with adequate buildable area outside the floodway; and 4. The design criteria for utilities and facilities set forth in this appendix and appropriate International Codes shall be met. SECTION G401 SITE IMPROVEMENT G401.1 Development in floodways. Development or land dis- turbing activity shall not be authorized in the floodway unless it has been demonstrated through hydrologic and hydraulic anal- yses performed in accordance with standard Engineering prac- tice that the proposed encroachment will not result in any increase in the level of the base flood. G401.2 Flood hazard areas subject to high velocity wave action. 1. Development or land disturbing activity shall only be au- thorized landward of the reach of mean high tide. 2. The use of fill for structural support of buildings is pro- hibited. G401.3 Sewer facilities. All new or replaced sanitary sewer facilities, private sewage treatment plants (including all pump- ing stations and collector systems) and on-site waste disposal systems shall be designed in accordance with Chapter 8, ASCE 24, to minimize or eliminate infiltration of fl9odwaters into the facilities and discharge from the facilities into floodwaters, or impairment of the facilities and systems. G401.4 Water facilities. All new replacement water facilities shall be designed in accordance with the provisions of Chapter 8, ASCE 24, to minimize or eliminate infiltration of flood- waters into the systems. G401.5 Storm drainage. Storm drainage shall be designed to convey the flow of surface waters to minimize or eliminate damage to persons or property. G401.6 Streets and sidewalks. Streets and sidewalks shall be designed to minimize potential for increasing or aggravating flood levels. SECTION G501 MANUFACTURED HOMES G501.1 Elevation. All new and replacement manufactured homes to be placed or substantially improved in a flood hazard area shall be elevated such that the lowest floor of the manufac- tured home is elevated to or above the design flood elevation. G501.2 Foundations. All new and replacement manufactured homes, including substantial improvement of existing manu- factured homes, shall be placed on a permanent, reinforced foundation that is designed in accordance with Section 1612. G501.3 Anchoring. All new and replacement manufactured homes to be placed or substantially improved in a flood hazard area shall be installed using methods and practices which mini- mize flood damage. Manufactured homes shall be securely anchored to an adequately anchored foundation system to resist flotation, collapse and lateral movement. Methods of anchor- ing are authorized to include, but are not limited to, use of over -the -top or frame ties to ground anchors. This requirement is in addition to applicable state and local anchoring require- ments for resisting wind forces. SECTION G601 RECREATIONAL VEHICLES G601.1 Placement prohibited. The placement of recreational vehicles shall not be authorized in flood hazard areas subject to high velocity wave action and in floodways. G601.2 Temporary placement. Recreational vehicles in flood hazard areas shall be fully licensed and ready for highway use, and shall be placed on a site for less than 180 consecutive days. G601.3 Permanent placement. Recreational vehicles that are not fully licensed and ready for highway use, or that are to be placed on a site for more than 180 consecutive days, shall meet the requirements of Section G501 for manufactured homes. SECTION 701 TANKS G701.1 Underground tanks. Underground tanks in flood haz- ard areas shall be anchored to prevent flotation, collapse or lat- eral movement resulting from hydrostatic loads, including the effects of buoyancy, during conditions of the design flood. Above -ground tanks. Above -ground tanks in flood hazard areas shall be elevated to or above the design flood elevation or shall be anchored or otherwise designed and constructed to prevent flotation, collapse or lateral movement resulting from hydrodynamic and hydrostatic loads, including the ef- fects of buoyancy, during conditions of the design flood. 6i8 2003 INTERNATIONAL BUILDING CODE® STRUCTURAL DESIGN TABLE -1610.1 OIL LATERAL LOAD DESCRIPTION OF BACKFILL MATERIAL UNIFIED SOIL CLASSIFICATION DESIGN LATERAL SOIL LOADa (pound per square foot per foot of depth) Active pressure At -rest pressure Well clean -sand mixes GW 30 60 -graded, gravels; gravel Poorly clean gravel -sand mixes GP 30 60 graded gravels; Silty graded gravel -sand mixes GM 40 60 gravels, poorly Clayey graded gravel -and -clay mixes GC 45 60 gravels, poorly Well -graded, clean sands; gravelly sand mixes SW 30 60 Poorly clean sands; sand -gravel mixes SP 30 60 graded Silty sands, graded sand -silt mixes SM 45 60 poorly Sand -silt clay mix with plastic fines SM -SC 45 100 Clayey sands, graded sand -clay mixes SC 60 100 poorly Inorganic silts and clayey silts ML 45 100 Mixture of inorganic silt and clay ML -CL 60 100 Inorganic clays of low to medium plasticity CL 60 100 Organic silts and silt clays, low plasticity OL Note b Note b Inorganic clayey silts, elastic silts MH Note b Note b Inorganic clays of high plasticity CH Note b Note b Organic clays and silty clays OH Note b Note b For SI: 1 pound per square foot per foot of depth = 0.157 kPa/m, 1 foot = 304.8 mm. a. Design lateral soil loads are given for moist conditions for the specified soils at their optimum densities. Actual field conditions shall govern. Submerged or satu- rated soil pressures shall include the weight of the buoyant soil plus the hydrostatic loads. b. Unsuitable as backfill material. c. The definition and classification of soil materials shall be in accordance with ASTM D 2487. 1611.2 Ponding instability. Ponding refers to the retention of water due solely to the deflection of relatively flat roofs. Roofs with a slope less than one-fourth unit vertical in 12 units hori- zontal (2 -percent slope) shall be investigated by structural anal- ysis to ensure that they possess adequate stiffness to preclude progressive deflection (i.e., instability) as rain falls on them or meltwater is created from snow on them. The larger of snow load or rain load shall be used in this analysis. The primary drainage system within an area subjected to ponding shall be considered to be blocked in this analysis. 1611.3 Controlled drainage. Roofs equipped with hardware to control the rate of drainage shall be equipped with a second- ary drainage system at a higher elevation that limits accumula- tion of water on the roof above that elevation. Such roofs shall be designed to sustain the load of rainwater that will accumu- late on them to the elevation of the secondary drainage system plus the uniform load caused by water that rises above the inlet of the secondary drainage system at its design flow determined from Section 1611.1. Such roofs shall also be checked for ponding instability in accordance with Section 1611.2. SECTION 1612 FLOOD LOADS 1612.1 General. Within flood hazard areas as established in Section 1612.3, all new construction of buildings, structures and portions of buildings and structures, including substantial 2003 INTERNATIONAL BUILDING CODE® improvements and restoration of substantial damage to build- ings and structures, shall be designed and constructed to resist the effects of flood hazards and flood loads. 1612.2 Definitions. The following words and terms shall, for the purposes of this section, have the meanings shown herein. BASE FLOOD. The flood having a 1 -percent chance of being equaled or exceeded in any given year. BASE FLOOD ELEVATION. The elevation of the base flood, including wave height, relative to the National Geodetic Vertical Datum (NGVD), North American Vertical Datum (NAVD) or other datum specified on the Flood Insurance Rate Map (FIRM). BASEMENT. The portion of a building having its floor subgrade (below ground level) on all sides. DESIGN FLOOD. The flood associated with the greater of the following two areas: 1. Area with a flood plain subject to a 1 -percent or greater chance of flooding in any year; or 2. Area designated as a flood hazard area on a community's flood hazard map, or otherwise legally designated. DESIGN FLOOD ELEVATION. The elevation of the "design flood," including wave height, relative to the datum specified on the community's legally designated flood hazard map. In areas designated as Zone AO, the design flood eleva- tion shall be the elevation of the highest existing grade of the 299 1 STRUCTURAL DESIGN building's perimeter plus the depth numbe on the flood hazard map. In areas designated a depth number is not specified on the map shall be taken as being equal to 2 feet (610 DRY FLOODPROOFING. A combinatio cations that results in a building or struct attendant utility and sanitary facilities, bei walls substantially impermeable to the pas with structural components having the cap. as identified in ASCE 7. EXISTING CONSTRUCTION. Any bu tures for which the "start of construction" the effective date of the community's first fl ment code, ordinance or standard. "Existi also referred to as "existing structures." EXISTING STRUCTURE. See "Existing FLOOD or FLOODING. A general and to of partial or complete inundation of normal 1. The overflow of inland or tidal water 2. The unusual and rapid accumulation waters from any source. FLOOD DAMAGE -RESISTANT MATE struction material capable of withstandin longed contact with floodwaters witho damage that requires more than cosmetic re • (in feet) specified as Zone AO where the depth number ). of design modifi- re, including the g water tight with sage of water and city to resist loads ldings and struc- ommenced before od plain manage - g construction" is construction" porary condition y dry land from: runoff of surface LS. Any con - direct and pro - t sustaining any air. FLOOD HAZARD AREA. The greater of the following two areas: 1. The area within a flood plain subject to a 1 -percent or greater chance of flooding in any ye. 2. The area designated as a flood hazard nity's flood hazard map, or otherwise 1: gaily designated. FLOOD HAZARD AREA SUBJECT TO HIGH VELOC- ITY WAVE ACTION. Area within the flood hazard area that is subject to high velocity wave action, and shown on a Flood Insurance Rate Map (FIRM) or other flood hazard map as Zone V, VO, VE or V1-30. FLOOD INSURANCE RATE MAP (FIRM). An official map of a community on which the Federal Emergency Man- agement Agency (FEMA) has delineated both the special flood hazard areas and the risk premium zones applicable to the com- munity. FLOOD INSURANCE STUDY. The offici by the Federal Emergency Management Agei Flood Insurance Rate Map (FIRM), the Flo Floodway Map (FBFM), the water surface eh flood and supporting technical data. FLOODWAY. The channel of the river, creek or other water- course and the adjacent land areas that must be reserved in order to discharge the base flood without cu ulatively increas- ing the water surface elevation more than a de ignated height. LOWEST FLOOR. The floor of the low st enclosed area, including basement, but excluding any unfinished or flood -resistant enclosure, usable solely for vehicle parking, building access or limited storage provided that such enclosure ea on a commu- i1 report provided icy containing the �d Boundary and vation of the base 300 is not built so as to render the structure in violation of this sec- tion. SPECIAL FLOOD HAZARD AREA. The land area subject to flood hazards and shown on a Flood Insurance Rate Map or other flood hazard map as Zone A, AE, A1-30, A99, AR, AO, AH, V, VO, VE or V1-30. START OF CONSTRUCTION. The date of permit issuance for new construction and substantial improvements to existing structures, provided the actual start of construction, repair, reconstruction, rehabilitation, addition, placement or other improvement is within 180 days after the date of issuance. The actual start of construction means the first placement of perma- nent construction of a building (including a manufactured home) on a site, such as the pouring of a slab or footings, instal- lation of pilings or construction of columns. Permanent construction does not include land preparation (such as clearing, excavation, grading or filling), the installa- tion of streets or walkways, excavation for a basement, foot- ings, piers or foundations, the erection of temporary forms or the installation of accessory buildings such as garages or sheds not occupied as dwelling units or not part of the main building. For a substantial improvement, the actual "start of construc- tion" means the first alteration of any wall, ceiling, floor or other structural part of a building, whether or not that alteration affects the external dimensions of the building. SUBSTANTIAL DAMAGE. Damage of any origin sustained by a structure whereby the cost of restoring the structure to its before -damaged condition would equal or exceed 50 percent of the market value of the structure before the damage occurred. SUBSTANTIAL IMPROVEMENT. Any repair, reconstruc- tion, rehabilitation, addition or improvement of a building or structure, the cost of which equals or exceeds 50 percent of the market value of the structure before the improvement or repair is started. If the structure has sustained substantial damage, any repairs are considered substantial improvement regardless of the actual repair work performed. The term does not, however, include either: 1. Any project for improvement of a building required to correct existing health, sanitary or safety code violations identified by the building official and that are the mini- mum necessary to assure safe living conditions. 2. Any alteration of a historic structure provided that the al- teration will not preclude the structure's continued desig- nation as a historic structure. 1612.3 Establishment of flood hazard areas. To establish flood hazard areas, the governing body shall adopt a flood haz- ard map and supporting data. The flood hazard map shall include, at a minimum, areas of special flood hazard as identi- fied by the Federal Emergency Management Agency in an engineering report entitled "The Flood Insurance Study for [INSERT NAME OF JURISDICTION]," dated [INSERT DATE OF ISSU- ANCE], as amended or revised with the accompanying Flood Insurance Rate Map (FIRM) and Flood Boundary and Floodway Map (FBFM) and related supporting data along with any revi- sions thereto. The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. 2003 INTERNATIONAL BUILDING COr 1612.4 Design and construction. The desig and construction of buildings and structures located in fl s od hazard areas, including flood hazard areas subject to h'gh velocity wave action, shall be in accordance with ASCE 2- . 1612.5 Flood hazard documentation. Th- following docu- mentation shall be prepared and sealed by . registered design professional and submitted to the building • fficial: 1. For construction in flood hazard ar high -velocity wave action: 1.1. The elevation of the lowest flo ment, as required by the lowes spection in Section 109.3.3. 1.2. For fully enclosed areas belo elevation where provisions to allow for the auto- matic entry and exit of floodwaters do not meet the minimum requirements in Section 2.6.1.1, ASCE 24, construction documents shall include a statement that the design will provide for equal- ization of hydrostatic flood forces in accordance with Section 2.6.1.2, ASCE 24. 1.3. For dry floodproofed nonresidential buildings, construction documents shall i clude a statement that the dry floodproofing is esigned in accor- dance with ASCE 24. 2. For construction in flood hazard areas ubject to high -ve- locity wave action: 2.1. The elevation of the bottom f the lowest hori- zontal structural member as required by the low- est floor elevation inspection in Section 109.3.3. 2.2. Construction documents shall include a state- ment that the building is designed in accordance with ASCE 24, including that the pile or column foundation and building or structure to be at- tached thereto is designed to be anchored to resist flotation, collapse and lateral movement due to the effects of wind and flood loads acting simul- taneously on all building components, and other load requirements of Chapter 16. 2.3. For breakaway walls designed to resist a nominal load of less than 10 psf (0.48 kN/m2) or more than 20 psf (0.96 kN/m2), constriction documents shall include a statement that the breakaway wall is designed in accordance wit)i ASCE 24. as not subject to .r, including base - floor elevation in - the design flood SECTION 1613 EARTHQUAKE LOADS DEFT ITIONS 1613.1 Definitions.The following words d terms shall, for the purposes of this section, have the meanin s shown herein. ACTIVE FAULT/ACTIVE FAULT TRACE. A fault for which there is an average historic slip rate o 1 mm per year or more and geologic evidence of seismic act vity within Holo- cene (past 11,000 years) times. Active fault traces are desig- nated by the appropriate regulatory agency and/or registered design professional subject to identification by a geologic report. 2003 INTERNATIONAL BUILDING CODE® STRUCTURAL DESIGN ATTACHMENTS, SEISMIC. Means by which components and their supports are secured or connected to the seis- mic -force -resisting system of the structure. Such attachments include anchor bolts, welded connections and mechanical fas- teners. BASE. The level at which the horizontal seismic ground motions are considered to be imparted to the structure. BOUNDARY ELEMENTS. Chords and collectors at dia- phragm and shear wall edges, interior openings, discontinuities and reentrant corners. BRITTLE. Systems, members, materials and connections that do not exhibit significant energy dissipation capacity in the inelastic range. COLLECTOR. A diaphragm or shear wall element parallel to the applied load that collects and transfers shear forces to the vertical -force -resisting elements or distributes forces within a diaphragm or shear wall. COMPONENT. A part or element of an architectural, electri- cal, mechanical or structural system. Component, equipment. A mechanical or electrical com- ponent or element that is part of a mechanical and/or electri- cal system within or without a building system. Component, flexible. Component, including its attach- ments, having a fundamental period greater than 0.06 sec- ond. Component, rigid. Component, including its attachments, having a fundamental period less than or equal to 0.06 sec- ond. DESIGN EARTHQUAKE. The earthquake effects that build- ings and structures are specifically proportioned to resist in Sections 1613 through 1622. DESIGNATED SEISMIC SYSTEM. Those architectural, electrical and mechanical systems and their components that require design in accordance with Section 1621 that have a component importance factor, I, greater than one. DISPLACEMENT. Design displacement. The design earthquake lateral dis- placement, excluding additional displacement due to actual and accidental torsion, required for design of the isolation system. Total design displacement. The design earthquake lateral displacement, including additional displacement due to ac- tual and accidental torsion, required for design of the isola- tion system. Total maximum displacement. The maximum considered earthquake lateral displacement, including additional dis- placement due to actual and accidental torsion, required for verification of the stability of the isolation system or ele- ments thereof, design of building separations and vertical load testing of isolator unit prototype. DISPLACEMENT RESTRAINT SYSTEM. A collection of structural elements that limits lateral displacement of seismi- cally isolated structures due to the maximum considered earth- quake. 301 %tri 4 I pakane Valley CITY OF SPOKANE VALLEY Community Development Department Current Planning Division 11707 East Sprague Avenue, Suite 106 Spokane Valley, WA 99206 Tel: (509) 921-1000 Fax: (509) 921-1008 plannincq@sookanevallev•ora (For Staff Use Only) DATE SUBMITTED: RECEIVED BY: FILE NO./NAME: CURRENT PLANNING FEE: ENGINEERING FEE: MAY 0 2001 FLOODPLAIN DEVELOPMENT APPLICATION PART I — APPLICATION INFORMATION APPLICANT INFORMATION: APPLICANT: TO (AA f ftvn of MAILING ADDRESS: CITY: \1:.^c:, rJ+✓ STATE: ti/ ZIP: C1 PHONE: (HOME/WORK) .3i_C - 2-118 3 (FAX) 3 Z v (I -1'i'+.% (CELL) v T) is 1- tJ Please Circle NOTE: IF APPLICANT IS NOT THE OWNER, INCLUDE WRITTEN OWNER AUTHORIZATION FROM THE LEGAL OWNER BELOW: OWNER INFORMATION: LEGAL OWNER: ' 6? c. , ,- -\c 1 MAILING ADDRESS: ii A v (: r CITY: 5 p,-- k Jit, 1 I c r STATE: a.J A PHONE: (HOME/WORK) c3Ci 2 - 3t; i i FAX) (CELL) Please Circle (509 ZIP: ci'i Zi;4 PART II — SUBMITTAL REQUIREMENTS All Floodplain Permit Applications shall contain the following required information. If required and not submitted, the application will be returned to the applicant as incomplete: ❑ Three (3) to -scale (minimum scale is 1 inch = 20 feet) site plans showing the nature, location, dimensions and elevation of the property and identifying the portion of the property located within the designated floodplain, existing or proposed structures, location of proposed fill, location of storage of materials, and the location of drainage facilities. Proposed elevation in relation to mean sea level of the lowest floor including basement of all structures Proposed elevation in relation to mean sea level for any structure that has been flood -proofed. For non-residential construction only, certification by a registered professional engineer or architect that flood -proofing methods for any non-residential structures meet the flood -proofing criteria of Section 5.06.08.2 of the City's Floodplain Ordinance. Written description if applicable describing the extent to which a watercourse will be altered or relocated as a result of the proposed development. 0 No Rise Certification. Version 2 04-05 4 PARCEL NUMBER(S) OF SITE: PART III — PROJECT INFORMATION STREET ADDRESS OF SITE (if any): 'iu'1 :-.41, L,.r 5oo \,f 11A7 tJ14 'l4Zc�, SIZE OF SUBJECT PROPERTY (square feet): ) s�o 5 4 i EXISTING ZONE CLASSIFICATION(S): LIST PREVIOUS LAND USE ACTIONS INVOLVING THIS PROPERTY: Areas of Special Concern: Pursuant to Section 5.06.13 of the Spokane Valley Floodplain Ordinance, the following areas shall not be covered by impervious surfaces or fill unless an engineering study prepared by a professional engineering licensed in the State of Washington is completed that shows no impact to the ability of the floodplain to infiltrate, store and release floodwaters. Please check the box if your property is located in one of these areas: ❑ Chester Creek (downstream of Mohawk Road) ❑ Saltese Creek (all areas of ponding and infiltration) ❑ Forker (south of the intersection of Forker Road and Progress Road) ❑ Central Park (west of Park Road) ❑ Glenrose (west of Carnahan Road and south of 8th Avenue) DESCRIPTION OF WORK: 1. Proposed Development Descriptions (check boxes that apply): ❑ New Construction ❑ Alteration & Repair ❑ Stream Alteration ', Manufactured/Modular Housing ❑ Road, Culvert, Utilities ❑ Other - Describe: 2. Types of Construction (check boxes that apply): ❑ New or Existing Residential: square feet ❑ Addition: square feet ❑ Accessory Structure: square feet ❑ Renovation: ❑ Interior ❑ Exterior ❑ Temporary El New Non -Residential ❑ Repair ❑ Utility Installation ❑ Other - Describe: rc, LA 5 � ✓A^ar.,) < For Alterations, Additions or Improvements to an Existing Structure: If the cost of the proposed construction equals or exceeds 50 percent of the market value substantial improvement requirements shall apply. Please answer the following questions: a. What is the estimated market value of the existing structure?: $ b. What is the estimated cost of the proposed construction?:$ I- L...-_ Version 2 04-05 2 3. Filling & Grading (check boxes that apply): ❑ Filling . ❑ Grading ❑ Cubic Yards to be Removed: cubic yards ❑ Cubic Yards to be Placed: cubic yards ASSOCIATED APPLICATIONS: This permit is being applied for in conjunction with one or more of the following (check boxes): ❑ Residential/Commercial Building Permit ❑ Grading Permit ❑ Land Division Application ❑ Critical Areas Permit ❑ Shoreline Substantial Development Permit ❑ Other - Describe: PART IV - LEGAL OWNER SIGNATURE (Signature of legal owner or representative as authorized by legal owner) 1, , (print name) SWEAR OR AFFIRM THAT THE ABOVE RESPONSES ARE MADE TRUTHFULLY AND TO THE BEST OF MY KNOWLEDGE. I FURTHER SWEAR OR AFFIRM THAT I AM THE OWNER OF RECORD OF THE AREA PROPOSED FOR THE ABOVE IDENTIFIED LAND USE ACTION, OR, IF NOT THE OWNER, ATTACHED HEREWITH IS WRITTEN PERMISSION FROM THE OWNER AUTHORIZING MY ACTIONS ON HIS/HER BEHALF. It is hereby agreed that the City of Spokane Valley, its boards, officers, employees and agents shall be saved, indemnified and held harmless from all liabilities imposed by law by reason of injury to or death of any person(s) or damage to any property, including without limitation, liability for trespass, nuisuance or inverse condemnation, which may arise out of the work covered by this permit, and does agree to defend the City, its officers, employees and agents against any claim or action asserting such liability. Accepting this permit or starting any work hereunder shall constitute acceptance and agreement to all conditions and requirements of this permit and the ordinance and specifications authorizing issuance of such permit. STATE OF WASHINGTON ) ss: COUNTY OF SPOKANE ) SU SWORN to be Version 2 04-05 NOTARY (For Part IV above) (Date) day of , 20 AT RE Notary Public in and for the State of Washington Residing at: Loop c. My appointment expires: /-'L- 11- tZ' 3 cJaTrodl PART V — CONDITIONS OF APPROVAL FOR INTERNAL USE ONLY - TO BE COMPLETED BY THE CITY OF SPOKANE VALLEY Community Number: 530-342 Panel Number. .02-{' Flood Zone: A 4 Flood Zone Depth No.: Base Flood Elevation at Site:� j -' �,We,� � � Required c 3Cz e,�-a Required Top of the Next Higher Floor Elevation: ,,�/4 . If the structure is to be floodproofed, the required floodproofing elevation or method is: W r5 z-t2t7 '— i''' -c L"'`u Elevation to which all attendant utilities including(( heating, ductwork, plumbing ventilation, electrical equipment and other service facilities will be installed or waterproofed: -9))i Elevation Certificate Required: Yes ❑ No Conditions of Approval: In addition to those listed above and below, please refer to attached conditions of approval if applicable. 1. Required Elevation of the "top of the next higher floor" shall be (AE) feet M.S.L. 2. Required Elevation of the "top of the next higher floor" shall be (AO) feet M.S.L 3. Required elevation of flood resistant materials, utilities, etc. or floodproofing construction for non- resdiential structures (the flood protected elevation) shall be t`7 ' feet M.S.L. 4. A "Building Under Construction" elevation certificate ® shall ❑ shall not be completed and submitted to the City for review and approval prior to any vertical construction. A "Finished Construction" elevation certificate Ya shall ❑ shall not be completed and submitted to the City for review and approval prior to human occupancy or final inspection of on-site building(s), whichever comes first. NO HUMAN OCCUPANCY OR FINAL INSPECTION SHALL BE GRANTED PRIOR TO THE SUBMITTAL AND APPROVAL OF THE "FINISHED CONSTRUCTION" CERTIFICATION. b e -L. uLa 0 .e Lv, Version 2 04-05 4 • CILI-i-cty-j PART VI — DEPARTMENT SIGN -OFF & APPROVAL The following City Departments have reviewed and approved the floodplain permit application and have determined that conformance to applicable conditions of approval have occurred as required through the issuance of the permit: City of Spokane Valley Community Development Department: As the Floodplain Administrator or designee for the City of Spokane Valley, I certify the following has been reviewed and approved by me: ❑ The "No Rise" Certificate submitted to support the proposed floodplain development is approved. The "Building Under Construction" elevation certificate has been reviewed and approved: ❑ Structure elevated BFE + 1 foot ❑ Structure built with waterproofed materials to the flood protected elevation or more 4 «o� . - Mt ---- . zr� h��1c1�ca-r Floodplain Administrator or Designee Date The "Finished Construction" elevation certificate dated: , 20 . It has been reviewed and: U Returned for more information on , 20 ; ❑ Approved on , 20 ; Floodplain Administrator or Designee Date ❑ For unnumbered A Zones the Spokane Valley Building Inspector will verify that the first floor and all related mechanical and electrical equipment is two feet above adjoining flood area. Floodplain Administrator or Designee Date PLEASE NOTE: THIS PERMIT SHALL EXPIRE WITH THE ISSUED BUILDING PERMIT OR IF THERE IS NO BUILDING PERMIT WITHIN TWELVE MONTHS OF THE DATE OF ISSUANCE IF ACTIONS AUTHORIZED UNDER THE PERMIT ARE NOT SUBSTANTIALLY IN -PROGRESS. EXTENSIONS OF APPROVAL MAY BE SOUGHT IF SUBSTANTIAL PROGESS HAS TAKEN PLACE. Version 2 04-05 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program . ELEVATION CERTIFICATE Important: Read the instructions on pages 1-8. OMB No. 1660-0008 Expires February 28. 2009 SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Wayne Hayes Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 908 South Nina Circle Company NAIC Number City Spokane Valley State WA ZIP Code 99206 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) APN45203.0133 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential A5. Latitude/Longitude: Lat. 47.6483 Long. 117.2788 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood •i A7. Building Diagram Number 8 A8. For a building with a crawl space or enclosure(s), provide A9. Fa. a) Square footage of crawl space or enclosures) 1400sq ft a) b) No. of permanent flood openings in the crawl space or b) ''- enclosure(s) walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in SECTION B - FLOOD INSURANCE RATE MAP (I' - B1. NFIP Community Name & Community Number 530174 B2. County Name Spokane B4. Map/Panel Number 294 B5. Suffix C B6. FIRM Index Date 5/17/88 B7. FIRM Panel Effective/Revised Date t_ 9/30/92 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 0 FIS Profile ® FIRM 0 Community Determined 0 Other (Desi.-` B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 0 NAVD 1988 :- B12. Is the budding located in a Coastal Barrier Resources System (CBRS) area or Otherwise f-' Designation Date 0 CBRS 0 OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings* 0 Building Under Construction* 0 Finished Construction `A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized USGS P485 Vertical Datum 1929 Conversion/Comments a) Top of bottom floor (including basement, crawl ace, or enclosure floor)_ ii'A/ . b) Top of the next higher floor c) Bottom of the lowest horizontal reetcar l ember,(V Zunea unljl) d) e) f) 9) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) Check the measurement used. 1985.8 ® feet 0 meters (Puerto Rico only) 0 feet 0 meters (Puerto Rico only) 1989.1 0 feet 0 meters (Puerto Rico only) N/A. ® feet 0 meters (Puerto Rico only) 1989.0 ® feet 0 meters (Puerto Rico only) 1985.7 ® feet 0 meters (Puerto Rico only) 1986.1 0 feet 0 meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Certifier's Name Jeff Wiley License Number 22354 Title PLS Company Name LandTek, LLC Address 619 No h Ma li Str t City Spokane Signature Date 4/18/07 State WA ZIP Code 99202 Telephone 509-926-2821 IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 908 South Nina Circle For Insurance Company Use: Policy Number City Spokane Valley State WA ZIP Code 99206 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments Existing manufactured home to be removed and replaced. City of Spokane Valley has determined a minimun of 36 inches between highest adjacient grade and the lowest po ion of the manufactured home. Signature Date 4/18/07 ® Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, If available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is 0 feet 0 meters 0 above or 0 below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is 0 feet 0 meters 0 above or 0 below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is 0 feet 0 meters 0 above or 0 below the HAG. E3. Attached garage (top of slab) is 0 feet 0 meters 0 above or 0 below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is 0 feet 0 meters 0 above or 0 below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 0 Yes 0 No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E am correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments 0 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. 0 The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. 0 A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. 0 The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: 0 New Construction 0 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building:❑ feet 0 meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: 0 feet 0 meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 908 South Nina Circle Policy Number City Spokane Valley State WA ZIP Code 99206 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." rxtTrntC. i'foMcZ Teo eG R‘MoUGrQ Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 908 South Nina Circle Policy Number City Spokane Valley State WA ZIP Code 99206 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. I(t ST 1 Ai (o N oM,C `To QE RE -en o J O