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2008, 06-26 Permit App: 08001565 Pool Project Number: 08001565 Inv: 1 Application Date: 6/26/2008 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: INGROUND SWIMMING POOL Contact: LIFETIME POOLS&SPAS Address: 1410 N HOWE ST C-S-Z: SPOKANE,W A 99212 Setbacks:Front Left: Right: Rear: Phone: (509)991-6817 Group Name: Site Information: Project Name: Plat Key: 005465 Name: RIDGEMONT EST NO 4 06TH ADD District: East Parcel Number: 45252.3004 Block: Lot: SiteAddress: 15602 E 20TH AVE Owner:Name: PERKINS,BERT A&CINDY L Address: 15602 E 20TH AVE Location::CSV VERADALE,WA 99037-9072 Zoning: UR3.5 Water District: Hold: ❑ Area: 15,602 Sq Ft Width: 85 Depth: 125 Right Of Way(ft): 60 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: Review Building Plan Review Released By:_ Originally Released: 4/28/2008 By: tmelbourn Landuse/Zoning/HE Conditions Released By; Originally Released: 6/25/2008 By: mpalaniuk Swimming Pool Contractor: LIFETIME POOLS Firm: LIFETIME POOLS Address: 6125 N DIVISION RD Phone: (509)489-1560 SPOKANE,WA 99207 Item Description Units Unit Desc Fee Amount SWIM POOL>5000 GAL 1 SELECT $50.00 Permit Total Fees: $50.00 Operator: JD Printed By: JD Print Date: 6/26/2008 Prdject Number: 08001565 Inv: 1 Application Date: 6/26/2008 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit ADDRESSED Payment Summary- Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Swimming Pool $50.00 $50.00 $0.00 $50.00 $50.00 $50.00 $0.00 $50.00 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: JD Printed By: JD Print Date: 6/26/2008 Permit Centers Scm or 11703 E Sprague Ave, Suite B 3 PERMIT NUMBER: J-7c S pokane Spokane Valley,WA 99206 PERMIT FEE: d *Valley& (509)688-0036 FAX: (509)688-0037 www.spokanevalley.org Community Development Residential Construction New Construction Accessory Bldg Permit Application n Addition/Remodel Deck IXOther: 5C,,,-4.3,,,,,,,..:7_ Peco-t SITE ADDRESS: / ist> 02, F. (- ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Building Owner: Contractor: Name: 43t t_ C d" �-o I_ 4,4,V�./Q Name: ).4..t pe.) Address: is-S u cp., Address: I c I° N, /4 a We,.- Rol . q q City: 1 (c�J,(. e. State: W4 Zip: < (a 7 City 5fracriCI e V,State: ( , Zip: pn��/�— Phone:` q 4.(4 �„'`4,v"Ql"Fax: "� Phone: 5-3 yZ7 117 ax: ���' 4/.. 2. ._,v / Contractor— r iT o10 * 95r.To Exp Date: O Z/O f/ 0 q Contact Person City Business!Lic.No: C E. 2 2. o 3 cf Name: pC �_.Q_ Phone: S3 el-- 9 I i 1 Describe the scope of work in detail: Cost of Project: $ co bo 4-nr . s /O5 Proposed Use: **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DrIONS: #OF STORIES: TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. 2 FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: AREA: FINISHED BASEMENT GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON SQ. FTG: PROPERTY: #OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC? 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: /6DATE: 4-(1 .2_ 5-706- Method of Payment: 0 Cash 0 Check 0 Mastercard 0 VISA Bankcard#: Expires: VIN#: Authorized Signature: *)ar‘....,14. 7,,/I 4�r REVISED 2115/07 /� SCITYOF11 11703 E Sprague Ave Suite B-3• Spokane Valley WA 99206 jo1ine ♦509.688.0036 ♦ Fax: 509.688.0037 • Valle y © Completed Building and Mechanical Application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature and date. Three (3) sets of plans including Site Plan, elevations, floor plans, foundation plans with details, roof plan, framing plans and details. ❑X Show the height of any proposed buildings or accessory structures. ❑X Floor plan for each floor: Dimension to scale(minimum 1/8") and label each room (including sq footage of house and garage on plans) show each level of existing house and square footage of any additions. © Egress windows: Provide at least one window or exterior door approved for emergency escape or rescue from basement and in every room for sleeping. © Floor framing details: Joist type, size, spacing and installation details. ❑X Roof framing plan and details © Furnace and hot water heater location MX All header locations: type, size and connections ❑X Foundation plan ❑X Insulation information EEDecks and Stairway details All braced wall panel types: show locations and details of installation, including engineered design Smoke detector locations 22" x 30" attic access location 18" x 24" crawl space access One-hour separation detail: between house and garage Permit Center si"'j 11703 E Sprague Ave,Suite B-3 PERMIT NUMBER: `� Spokane Valley,WA 99206 j � i (509)688-0036 FAX:(509)688-0037 PERMIT FEE: Community Development www.spokanevalley.org Mechanical Permit Application n Commercial ❑ Residential SITE ADDRESS: i 5-C D 7 • 20 f?*-N Building Owner Name: 62,1_,t--.t-- C ��•.,z, Phone: 92 z___.,(01-4Fax: Address: Z �- 2_0 v61 City:r 5 9� State: (p 44 - Zip: 9 q 0)7 Contractor / `7 Name: 44...t..16...4, (c0l s Phone: Fax: Address: (ci( p �/• t+d�� c.4 . City: State: Zip: License No: i r- e T p 7 s-s- Q City Business Lic: Re__. . . 2.2_0 , 9 Contact / Name: Phone: DESCRIPTION OF WORK #OF UNITS X COST = TOTAL AMOUNT 1 FUEL BURNING APPLIANCE Equal to or less than 100,000 X $12.00 = 2 FUEL BURNING APPLIANCE More than 100,000 / X $15.00 = i S 00 3 UNLISTED APPLIANCE(Additional Fee) Equal to or less than 400,000 X $50.00 = 4 UNLISTED APPLIANCE(Additional Fee) More than 400,000 X $100.00 = 5 USED APPLIANCE(WSEC min.AFUE rating) Equal to or less than 400,000 X $50.00 = 6 USED APPLIANCE(WSEC min.AFUE rating) More than 400,000 X $100.00 = 7 BOILER/REFRIGERATION 1-100M BTU X $12.00 = 8 BOILER/REFRIGERATION 101-500M BTU X $20.00 .__ 9 BOILER/REFRIGERATION 501-1,000M BTU X $25.00 ,_ 10 BOILER/REFRIGERATION 1,001-1,750M BTU X $35.00 = 11 BOILER/REFRIGERATION More than 1,750M BTU , X $60.00 = 12 GAS LOG,GAS INSERT,GAS FIREPLACE X $10.00 ,_ 13 RANGE X $10.00 = 14 DRYER X $10.00 = 15 FUEL BURNING WATER HEATER X $10.00 = 16 MISC.FUEL BURNING APPLIANCE X $10.00 = 17 GAS PIPING(each outlet) / X $1.00 = /_ J D 18 DUCT SYSTEMS X $10.00 = 19 VENTILATING FANS X $10.00 = 20 AIR HANDLER(DOES NOT include ducting) Equal to or less than 10,000 CFM X $12.00 = 21 AIR HANDLER(DOES NOT include ducting) Greater than 10,000 CFM X $15.00 = 22 EVAPORATIVE COOLERS X $10.00 = 23 TYPE I HOOD X $50.00 = 24 TYPE II HOOD X $10.00 = 25 HEAT PUMP/AIR CONDITIONER 0-3 TON X $12.00 = 26 AIR CONDITIONER 4-15 TON X $20.00 = 27 AIR CONDITIONER 15-30 TON X $25.00 = 28 AIR CONDITIONER 30-50 TON X $35.00 = 29 AIR CONDITIONER More than 50 TON X $60.00 = 30 LPG STORAGE TANK X $10.00 = 31 WOOD OR PELLET STOVE/INSERT X $10.00 = 32 WOOD STOVE-FREE STANDING X $25.00 = 33 REPAIR&ADDITIONS X $15.00 = 34 VENTILATION SYSTEMS X $12.00 = 35 VENTILATION MECHANICAL EXHAUST X $12.00 = 36 INCINERATOR-RESIDENCE X $19.00 = 37 INCINERATOR-COMMERCIAL X $22.00 = METHOD OF PAYMENT: SUBTOTAL ❑CASH CICHECK 0 VISA 0 MC EXPIRES: PROCESSING FEE $35.00 CARD#: VIN' TOTAL PERMIT FEE DUE: AUTHORIZED SIGNATURE: REVISED 8/26/05 CI11 • New project Project Previous pre-app meeting///���0 poK.ane Transmittal Plan revisions 0 City of Spokane Valley Transmittal Date: 4.000Vaile \ i11ey CCity of ty Development Friday,April 25,2008 Department 11703 E.Sprague Ave,Suite B3 Spokane Valley,WA 99206 Phone: 509.688.0036 Site Address: 15602 E 20TH AVE Project Number: 08001565 Parcel Number: 45252.3004 Zoning: UR3.5 Water District: Fire District: FD 01 Applicant: LIFETIME POOLS & SPAS Owner: PERKINS, BERT A & CINDY L 1410 N HOWE ST 15602 E 20TH AVE SPOKANE,W A 99212 VERADALE, WA 99037-9072 (509) 995-6817 e-mail: e-mail: Contact: LIFETIME POOLS & SPAS Occupant: 1410NHOWE ST SPOKANE,W A 99212 e-mail: (509) 995-6817 e-mail: Contractor: LIFETIME POOLS Arch/Engineer: 6125 N DIVISION RD SPOKANE, WA 99207 (509) 489-1560 e-mail: Project INGROUND SWIMMING POOL Description: Building Landuse Engineer Utilities Health Fire Dist Assessor APPLICATION i 1 SITE PLAN 2 PLANS Please send all plan review and project comments via e-mail to the highlighted individuals. 4 . ,. APPENDIX G SWIMMING POOLS, SPAS AND HOT TUBS SECTION AG104 SECTION AG101 SPAS AND HOT TUBS GENERAL AG104.1 Permanently installed spas and hot tubs.Perma- AG101.1 General.The provisions of this appendix shall con- nently installed spas and hot tubs shall be designed and con- trol the design and construction of swimming pools, spas and structed in conformance with ANSI/NSPI-3 as listed in hot tubs installed in or on the lot of a one-or two-family dwell- Section AG108. ing. AG104.2 Portable spas and hot tubs.Portable spas and hot tubs shall be designed and constructed in conformance with ANSIINSPI-6 as listed in Section AG108. SECTION AG102 DEFINITIONS AG102.1 General.For the purposes of these requirements,the SECTION AG105 terms used shall be defined as follows and as set forth in Chap- BARRIER REQUIREMENTS ter 2. AG105.1 Application. The provisions of this chapter shall ABOVE-GROUND/ON-GROUND POOL. See "Swim- control the design of barriers for residential swimming pools, ming pool." spas and hot tubs. These design controls are intended to pro- BARRIER. A fence, wall, building wall or combination vide protection against potential drownings and near drownings by restricting access to swimming pools, spas and thereof which completely surrounds the swimming pool and obstructs access to the swimming pool. hot tubs. HOT TUB.See"Swimming pool." AG105.2 Outdoor swimming pool. An outdoor swimming pool, including an in-ground, above-ground or on-ground IN-GROUND POOL. See"Swimming pool." pool,hot tub or spa shall be surrounded by a barrier which shall RESIDENTIAL.That which is situated on the premises of a comply with the following: detached one- or two-family dwelling or a one-family town- 1. The top of the barrier shall be at least 48 inches (1219 house not more than three stories in height. mm) above grade measured on the side of the barrier which faces away from the swimming pool. The maxi- SPA,NONPORTABLE. See"Swimming pool" mum vertical clearance between grade and the bottom of SPA, PORTABLE. A nonpermanent structure intended for the barrier shall be 2 inches (51 mm) measured on the recreational bathing, in which all controls, water-heating and side of the barrier which faces away from the swimming water-circulating equipment are an integral part of the product. pool.Where the top of the pool structure is above grade, such as an above-ground pool, the barrier may be at SWIMMING POOL.Any structure intended for swimming ground level, such as the pool structure,or mounted on or recreational bathing that contains water over 24 inches(610 top of the pool structure.Where the barrier is mounted on mm) deep. This includes in-ground, above-ground and top of the pool structure,the maximum vertical clearance on-ground swimming pools,hot tubs and spas. between the top of the pool structure and the bottom of SWIMMING POOL,INDOOR.A swimming pool which is the barrier shall be 4 inches(102 mm). totally contained within a structure and surrounded on all four 2. Openings in the barrier shall not allow passage of a sides by the walls of the enclosing structure. 4-inch-diameter(102 mm)sphere. SWIMMING POOL, OUTDOOR. Any swimming pool 3. Solid barriers which do not have openings, such as a which is not an indoor pool. masonry or stone wall,shall not contain indentations or protrusions except for normal construction tolerances and tooled masonry joints. SECTION AG103 4. Where the barrier is composed of horizontal and vertical SWIMMING POOLS members and the distance between the tops of the hori- AG103.1 In-ground pools.In-ground pools shall be designed zontal members is less than 45 inches (1143 mm), the and constructed in conformance with ANSI/NSPI-5 as listed in horizontal members shall be located on the swimming Section AG108. pool side of the fence. Spacing between vertical mem- bers shall not exceed 13/4 inches (44 mm) in width. AG103.2 Above-ground and on-ground pools. Above- Where there are decorative cutouts within vertical mem- ground and on-ground pools shall be designed and constructed bers, spacing within the cutouts shall not exceed 13/4 in conformance with ANSUNSPI-4 as listed in Section AG108. inches(44 mm)in width. 2006 INTERNATIONAL RESIDENTIAL CODE® 609 APPENDIX G 5. Where the barrier is composed of horizontal and vertical is not less than the protection afforded by Item 1 members and the distance between the tops of the hori- 9.1 or 9.2 described above. zontal members is 45 inches(1143 mm)or more,spacing 10. Where an above-ground pool structure is used as a bar- between vertical members shall not exceed 4 inches(102 rier or where the barrier is mounted on top of the pool mm).Where there are decorative cutouts within vertical structure,and the means of access is a ladder or steps: members,spacing within the cutouts shall not exceed 13/4 inches(44 mm)in width. 10.1. The ladder or steps shall be capable of being secured,locked or removed to prevent access;or 6. Maximum mesh size for chain link fences shall be a 21/4-inch(57 mm)square unless the fence has slats fas 10.2. The ladder or steps shall be surrounded by a tened at the top or the bottom which reduce the openings barrier which meets the requirements of Sec to not more than 13/4 inches(44 mm). tion AG105.2,Items 1 through 9.When the lad- der or steps are secured,locked or removed,any 7. Where the barrier is composed of diagonal members, opening created shall not allow the passage of a such as a lattice fence,the maximum opening formed by 4-inch-diameter(102 mm)sphere. the diagonal members shall not be more than 13/4 inches (44 mm). AG105.3 Indoor swimming pool. Walls surrounding an indoor swimming pool shall comply with Section AG105.2, 8. Access gates shall comply with the requirements of Sec- Item 9. tion AG105.2,Items 1 through 7,and shall be equipped to accommodate a locking device. Pedestrian access AG105.4 Prohibited locations. Barriers shall be located to gates shall open outward away from the pool and shall be prohibit permanent structures, equipment or similar objects self-closing and have a self-latching device.Gates other from being used to climb them. than pedestrian access gates shall have a self-latching AG105.5 Barrier exceptions. Spas or hot tubs with a safety device. Where the release mechanism of the self-latch- cover which complies with ASTM F 1346,as listed in Section ing device is located less than 54 inches(1372 mm)from AG 107,shall be exempt from the provisions of this appendix. the bottom of the gate,the release mechanism and open- ings shall comply with the following: 8.1. The release mechanism shall be located on the SECTION AG106 pool side of the gate at least 3 inches (76 mm) ENTRAPMENT PROTECTION FOR SWIMMING below the top of the gate;and POOL AND SPA SUCTION OUTLETS 8.2. The gate and barrier shall have no opening larger AG106.1 General. Suction outlets shall be designed to pro- than'/2 inch(13 mm)within 18 inches(457 mm) duce circulation throughout the pool or spa. Single-outlet sys- of the release mechanism. tems, such as automatic vacuum cleaner systems, or multiple suction outlets,whether isolated by valves or otherwise, shall 9. Where a wall of a dwelling serves as part of the barrier, be protected against user entrapment. one of the following conditions shall be met: AG106.2 Suction fittings.Pool and spa suction outlets shall 9.1. The pool shall be equipped with a powered safety have a cover that conforms to ANSI/ASME A 112.19.8M,or an cover in compliance with ASTM F 1346; or 18 inch x 23 inch(457 mm by 584 mm)drain grate or larger,or 9.2. Doors with direct access to the pool through that an approved channel drain system. wall shall be equipped with an alarm which pro- Exception: Surface skimmers duces an audible warning when the door and/or its screen,if present,are opened.The alarm shall be listed in accordance with UL 2017. The audible alarm shall activate within 7 seconds and sound AG106.3 Atmospheric vacuum relief system required.Pool and spa single-or multiple-outlet circulation systems shall be equipped with atmospheric vacuum relief should grate covers continuously for a minimum of 30 seconds after located therein become missing or broken.This vacuum relief the door and/or its screen, if present, are opened system shall include at least one approved or engineered and be capable of being heard throughout the method of the type specified herein,as follows: house during normal household activities. The 1. Safety vacuum release system conforming to ASME alarm shall automatically reset under all condi- A112.19.17;or tions.The alarm system shall be equipped with a 2. An approved gravity drainage system. manual means, such as touch pad or switch, to temporarily deactivate the alarm for a single open- AG106.4 Dual drain separation.Single or multiple pump cir- ing. Deactivation shall last for not more than 15 culation systems have a minimum of two suction outlets of the seconds. The deactivation switch(es) shall be approved type.A minimum horizontal or vertical distance of 3 located at least 54 inches (1372 mm) above the feet(914 mm)shall separate the outlets.These suction outlets threshold of the door;or shall be piped so that water is drawn through them simulta- 9.3. Other means of protection, such as self-closing neously through a vacuum-relief-protected line to the pump or f doors with self-latching devices, which are pumps. approved by the governing body,shall be accept- AG106.5 Pool cleaner fittings. Where provided, vacuum or able so long as the degree of protection afforded pressure cleaner fitting(s)shall be located in an accessible posi- 610 2006 INTERNATIONAL RESIDENTIAL CODE® APPENDIX G tion(s)at least 6 inches(152 mm)and not more than 12 inches UL (305 mm)below the minimum operational water level or as an UL2017-2000 Standard for General-purpose attachment to the slcimmer(s). Signaling Devices and Systems—with Revisions through June 2004 AG 105.2 SECTION AG107 ABBREVIATIONS AG107.1 General. ANSI—American National Standards Institute 11 West 42nd Street,New York,NY 10036 ASME—American Society of Mechanical Engineers Three Park Avenue New York,NY 10016-5990 ASTM—ASTM International 100 Barr Harbor Drive,West Conshohocken,PA 19428 NSPI—National Spa and Pool Institute 2111 Eisenhower Avenue,Alexandria,VA 22314 IUL—Underwriters Laboratories,Inc. 333 Pfingsten Road Northbrook,Illinois 60062-2096 SECTION AG108 STANDARDS AG108.1 General. ANSUNSPI ANSI/NSPI-3-99 Standard for Permanently Installed Residential Spas AG 104.1 ANSUNSPI-4-99 Standard for Above-ground/On-ground Residential Swimming Pools AG 103.2 ANSIINSPI-5-99 Standard for Residential In-ground Swimming Pools AG 103.1 ANSI/NSPI-6-99 Standard for Residential Portable Spas AG104.2 IANSUNSPI-5-2003 Standard for Residential In-ground Swimming Pools AG103.1 ANSUASME A112.19.8M-1987 (R1996)Suction Fittings for Use in Swimming Pools, Wading Pools,Spas,Hot Tubs and Whirlpool Bathing Appliances AG 106.2 ASTM ASTM F 1346-91 (2003)Performance Specification for Safety Covers and Labeling Requirements for All Covers for Swimming Pools,Spas and Hot Tubs AG 105.2,AG 105.5 ASME ASME A112.19.17 Manufacturers Safety Vacuum Release Systems(SVRS)for Residential and Commercial Swimming Pool,Spa,Hot Tub and Wading Pool AG 106.3 2006 INTERNATIONAL RESIDENTIAL CODE® 611 SPECIAL CONSTRUCTION S TI N 3105 7 AO.A.t Dead eau iioau.Towers shall l be designed for the dead MARQU EES load plus the ice load in regions where ice formation occurs. 3106.1 General.Marquees shall comply with this section and 3108.4.2 Wind load.Adequate foundations and anchorage other applicable sections of this code. shall be provided to resist two times the calculated wind 3106.2 Thickness.The maximum height or thickness of a mar- load. quee measured vertically from its lowest to its highest point 3108.5 Grounding. Towers shall be permanently and effec- shall not exceed 3 feet(914 mm)where the marquee projects tively grounded. more than two-thirds of the distance from the property line to the curb line,and shall not exceed 9 feet(2743 mm)where the marquee is less than two-thirds of the distance from the prop- SECTION 3109 erty line to the curb line. SWIMMING POOL ENCLOSURES AND 3106.3 Roof construction.Where the roof or any part thereof SAFETY DEVICES is a skylight,the skylight shall comply with the requirements of 3109.1 General. Swimming pools shall comply with the re- Chapter 24. Every roof and skylight of a marquee shall be quirements of this section and other applicable sections of this sloped to downspouts that shall conduct any drainage from the code. marquee in such a manner so as not to spill over the sidewalk. 3109.2 Definition.The following word and term shall,for the 3106.4 Location prohibited. Every marquee shall be so lo- purposes of this section and as used elsewhere in this code,have cated as not to interfere with the operation of any exterior the meaning shown herein. standpipe,and such that the marquee does not obstruct the clear SWIMMING POOLS.Any structure intended for swimming, passage of stairways or exit discharge from the building or the recreational bathing or wading that contains water over 24 installation or maintenance of street lighting. inches(610 mm)deep.This includes in-ground,above-ground 3106.5 Construction.A marquee shall be supported entirely and on-ground pools;hot tubs;spas and fixed-in-place wading from the building and constructed of noncombustible materi- pools. als. Marquees shall be designed as required in Chapter 16. 3109.3 Public swimming pools.Public swimming pools shall Structural members shall be protected to prevent deterioration. be completely enclosed by a fence at least 4 feet(1290 mm)in height or a screen enclosure. Openings in the fence shall not permit the passage of a 4-inch-diameter(102 mm)sphere.The SECTION 3107 fence or screen enclosure shall be equipped with self-closing SIGNS and self-latching gates. 3107.1 General. Signs shall be designed, constructed and 3109.4 Residential swimming pools. Residential swimming maintained in accordance with this code. pools shall comply with Sections 3109.4.1 through 3109.4.3. Exception:A swimming pool with a power safety cover or a spa with a safety cover complying with ASTM F 1346. SECTION 3108 3109.4.1 Barrier height and clearances. The top of the RADIO AND TELEVISION TOWERS barrier shall be at least 48 inches (1219 mm) above grade 3108.1 General. Subject to the provisions of Chapter 16 and measured on the side of the barrier that faces away from the the requirements of Chapter 15 governing the fire-resistance swimming pool.The maximum vertical clearance between ratings of buildings for the support of roof structures,radio and grade and the bottom of the barrier shall be 2 inches(51 mm) television towers shall be designed and constructed as herein measured on the side of the barrier that faces away from the provided. swimming pool.Where the top of the pool structure is above 3108.2 Location and access. Towers shall be located and grade, the barrier is authorized to be at ground level or equipped with step bolts and ladders so as to provide ready ac- mounted on top of the pool structure,the maximum vertical cess for inspection purposes. Guy wires or other accessories clearance between the top of the pool structure and the bot- shall not cross or encroach upon any street or other public tom of the barrier shall be 4 inches(102 mm). space, or over above-ground electric utility lines,or encroach 3109.4.1.1 Openings. Openings in the barrier shall not upon any privately owned property without written consent of allow passage of a 4-inch-diameter(102 mm) sphere. the owner of the encroached upon property, space or 3109.4.1.2 Solid barrier surfaces.Solid barriers which above ground electric utility lines. do not have openings shall not contain indentations or 3108.3 Construction.Towers shall be constructed of approved protrusions except for normal construction tolerances corrosion-resistant noncombustible material. The minimum and tooled masonry joints. type of construction of isolated radio towers not more than 100 3109.4.1.3 Closely spaced horizontal members. feet(30 480 mm)in height shall be Type IIB. Where the barrier is composed of horizontal and vertica- 1 3108.4 Loads.Towers shall be designed to resist wind loads in members and the distance between the tops of the hori- accordance with TIA/EIA-222.Consideration shall be given to zontal members is less than 45 inches (1143 mm), the conditions involving wind load on ice-covered sections in lo- horizontal members shall be located on the swimming calities subject to sustained freezing temperatures. pool side of the fence. Spacing between vertical mem- 558 2003 INTERNATIONAL BUILDING CODE@ SPECIAL CONSTRUCTION bers shall not exceed 1.75 inches (44 mm) in width. cepted so long as the degree of protection afforded Where there are decorative cutouts within vertical mem- is not less than the protection afforded by Section bers, spacing within the cutouts shall not exceed 1.75 3109.4.1.8,Item 1 or 2. inches(44 mm)in width. 3109.4.1.9 Pool structure as barrier.Where an above- 3109.4.1.4 Widely spaced horizontal members.Where ground pool structure is used as a barrier or where the the barrier is composed of horizontal and vertical mem- barrier is mounted on top of the pool structure, and the bers and the distance between the tops of the horizontal means of access is a ladder or steps, then the ladder or members is 45 inches (1143 mm) or more, spacing be- steps either shall be capable of being secured,locked or tween vertical members shall not exceed 4 inches (102 removed to prevent access,or the ladder or steps shall be mm).Where there are decorative cutouts within vertical surrounded by a barrier which meets the requirements of members, spacing within the cutouts shall not exceed Sections 3109.4.1.1 through 3109.4.1.8. When the lad- 1.75 inches(44 mm)in width. der or steps are secured,locked or removed,any opening created shall not allow the passage of a 4-inch-diameter 3109.4.1.5 Chain link dimensions. Maximum mesh (102 mm)sphere. size for chain link fences shall be a 2.25 inch square(57 mm square) unless the fence is provided with slats fas- 3109.4.2 Indoor swimming pools. Walls surrounding in- tened at the top or the bottom which reduce the openings door swimming pools shall not be required to comply with to no more than 1.75 inches(44 mm). Section 3109.4.1.8. 3109.4.1.6 Diagonal members. Where the barrier is 3109.4.3 Prohibited locations.Barriers shall be located so as to prohibit permanent structures, equipment or similar composed of diagonal members,the maximum opening formed by the diagonal members shall be no more than objects from being used to climb the barriers. 1.75 inches(44 mm). 3109.5 Entrapment avoidance.Where the suction inlet sys- tem,such as an automatic cleaning system,is a vacuum cleaner -x.013109.4.1.7 Gates.Access gates shall comply with the re- system which has a single suction inlet,or multiple suction in- quirements of Sections 3109.4.1.1 through 3109.4.1.6 lets which can be isolated by valves, each suction inlet shall and shall be equipped to accommodate a locking device. protect against user entrapment by an approved antivortex Pedestrian access gates shall open outward away from cover, a 12-inch by 12-inch (304 mm by 304 mm) or larger the pool and shall be self-closing and have a self-latching grate,or other approved means. device. Gates other than pedestrian access gates shall have a self latching device. Where the release mecha In addition,all pools and spas shall be equipped with an al- nism of the self-latching device is located less than 54 tentative backup system which shall provide vacuum relief inches (1372 mm) from the bottom of the gate, the re- should grate covers be missing.Alternative vacuum relief de- lease mechanism shall be located on the pool side of the vices shall include one of the following: gate at least 3 inches(76 mm)below the top of the gate, 1. Approved vacuum release system. and the gate and barrier shall have no opening greater 2. Approved vent piping. than 0.5 inch(12.7 mm)within 18 inches(457 mm)of the release mechanism. 3. Other approved devices or means. 3109.4.1.8 Dwelling wall as a barrier.Where a wall of a dwelling serves as part of the barrier,one of the following shall apply: 1. Doors with direct access to the pool through that wall shall be equipped with an alarm which pro- duces an audible warning when the door and its screen are opened.The alarm shall sound continu- ously for a minimum of 30 seconds immediately after the door is opened and be capable of being heard throughout the house during normal house- hold activities.The alarm shall automatically reset under all conditions. The alarm shall be equipped with a manual means to temporarily deactivate the • alarm for a single opening.Such deactivation shall last no more than 15 seconds. The deactivation switch shall be located at least 54 inches (1372 mm)above the threshold of the door. 2. The pool shall be equipped with a power safety cover which complies with ASTM F 1346. 3. Other means of protection, such as self-closing doors with self-latching devices, which are ap- proved by the administrative authority,shall be ac- 2003 INTERNATIONAL BUILDING CODE® 559 r I 31-4" 1_411 36' 90°WEDGE(4 TYP.) �� x 6 i 6 - 6' - 6 i 6 i 6 x� 4' 4' - =; 0 6' 4' - x 0 ._x"- i'MIN 10' 18' 2' —I --SAFETY 6' I ROPE&FLOAT 4' 0 x 4' 4' - _ I L '. —7 -i TRIAC CORNER ai — 41.811 31.411 1-4' \L—6' 'r 6' 1 6' 1 6' / STEP Z o 8' 2' WALL LADDER USE BACKBRACE AT PANEL JOINTS LU O `S U AS SHOWN (MARKED X) Q o p V , v QW _ �' H o w a. .. co N v) - . Z Q O ce !0 2 TYPICAL INSTALLATION DETAIL IM O — o z M a--0 36 WZg 4 WY ino MINIMUM SLOPE OF 1/2"PER FOOT AWAY U.I Q w W • l W FROM POOL EDGE FORA MINIMUM OF 10' W .r Q SLOPE MAY BE 1/4'PER FOOT WHEN 6�-}AVERAGE WATER LEVEL re a ix __�,N �r 1r� OPTIONAL CONCRETE DECK IS INSTALLED /� � d O _`�U a.^.°;kh�f :_K:� `m_" / 'ALL VERTICAL I — ' — 'D 411 W = C W y F u)8 .�y DIMENSIONS ARE TO 11 1 I J d r -Q BACKFILL � u �II('' ARES FINITAKESH OM 3 -4 a: 1-Q W N Z— lI=lIII7, UNER BEAD TRACK 1I Z (/) V a C F W HAUNCH CONCRETE II=I 8' 1 g 0 cQ . _ Z a BACKBRACETHRU TOP OF EACH IL�'"� '_,`` 3'_4. 41_ II D v) G F _1 V(� II=I, - \E 8 F- I— Z p coQ 11=1`:afi (� � _ W on,I-4.••:4 TOP OF MASON SAND • I = O W M(n U J 1=II=; ,r.E J 11==11° _ OR POOL BASE I _ J I=ILII I'II I'.11.II=II I \1 1/Y MINIMUMQ CONCRETE ,115 l' =11=0=Ilti-.\'''...... (TAMP AND TROWEL) J Z BOND BEAM =I=IL=II=1I=ih —4' 6' 14' STEEL STAKE �'�_' =:�I- ` 12' 3 0 o iim ~ UNDISTURBED EARTH C ? Z > O 1n TRILLIUM TRILLIUM 18' X 36' RECTANGLE 90° CORNERS) :, ALL BE IN!DING AL SWIMMING ORDAN AND N ��4 A SHALL IG INSTALLED IN ACCORDANCE WITH g� THE DIVING/SLIDING EQUIPMENT "+ _ 7 MANUFACTURER'S SPECIFICATIONS.PLEASE CONTACT THE DIVING/SLIDING EQUIPMENT CODE: **** TAG NAME: **** VOLUME(US GAL): 16,400 MANUFACTURER FOR THEIR CUSTOMER: SPOKANE P.O.#: **** PERIMETER: 108'-0" `'" ' SPECIFICATIONS. MEETS DEPTH AND SHAPE MINIMUM STANDARD DATE: 4/17/2008 S.O.# **** AREA(SQ.FT.): 648 ANSI/NSPI5-2003 DWG#: 081-F-0720 STEP: TRIAC CORNER STEP LINER AREA(SQ.FT.): 648 DRAWN BY: 104 TIFF: 500085514 RECIRC: **** SFTY COVER AREA(SQ.FT.): 760 SCALE: 1/8": 1'-0" SHEET: 1 OF 2 $ LIST OF VATEIALS DIG DIMENSIONS PACKAGE TYPE STD PKG PARTS OTT 2' bIG SHELF P542206N PANEL 1 1 I PN542230.0 6' SKIMMER PANEL (1084) 1 P4PANEL N O 0 5 NPE00 2AN1 ST2002 2' WALL LADDER 1 22' 45'-n" PAC-X31 BRACE( W/GALV.STAKE) 23 NYLON 1FASTENERS PKG (25) 6 Mid 101 N 1 N & B PKG (35) 1 JZ o m os Q _O °' cn 905 WEDGES 4 T' RC1002-093 N ~ o U 12' STRAIGHT PKG (3) 1 J Eli V w 0 c8 RC1002-094 — ('o 12' STRAIGHT PKG (4) 2 W • o N RECEPTOR CLIPS 1 5 40' y Q a IX co Q ` STPIWSSCS 3 p ' u) N.. Q Q£ TRIAC 90' CORNER STEP 1 W - z o u o z - Y m mo W Q rewuj LQ Q)N EL WCe MI Ill AN 3 i- 19 a' W /-I__ a= N J Z u) a ..;( ._:<.. ,._ z -:C r ?0 g CD 4 0. U) s. iii _ a 1�- rii� � la IQ � .r�v U n ? ° W • ;a DOW r, (i) 0 J = t/1 o >-J Q F -1 z 3 rX N o F OOH W I- z oI"- U > O cn 1- Z Z w • TRILLIUM TRILLIUM 18' X 36' RECTANGLE (90° CORNERS) DWG# 08LF-0720 DATE: 4/17/2008 SHEET: 2 OF 2 1 I v .- I /-\ I__L_r-\ I IUIN LJ L I M I L_ MINIMUM SLOPE OF 1 /2" PER FOOT AWAY FROM POOL EDGE FOR A MINIMUM OF 10' SLOPE MAY BE 1/4" PER FOOT WHEN CONCRETE DECK IS INSTALLED �,';:•Y ;,i <,� ALL VERTICAL • '' '�';r_ `', DIMENSIONS ARE TO '�1 ii FINISH GRADE AND BACKFILL ►�' ARE TAKEN FROM '11=;;1,1` I LINER BEAD TRACK HAUNCH CONCRETE I'll III III /41. _ THRU TOP OF EACH - 3'- 10" BACKBRACE II .II. �i 7.1 OII-11- , ,, , PANEL lippi '' ZX-BACKBRACE 11011 0V .. . rup.,!� all `i�.> III�I m TOP OF MASON SAND X14.`. 111��1111 —� OR POOL BASE • X11 !a �=u� -�� 14111`-�s,1�I;I 11 1 _I1241, ,I. ' 1 1 /2 MINIMUM CONCRETE _II BOND BEAM ill. 111111111 - II : (TAMP AND TROWEL) 11 IIIIIIIIII IMI STAKE -1h 11 IL1 UNDISTURBED EARTH STRUCTURAL P.E. REVIEW SEAL VOID WITHOUT SIGNATURE AND RAISED SEAL NOT FOR USE IN MASTER PERMIT APPLICATIONS ISSUE#:28-5766 D : ' / ��EXPIRATION DATE:06/19/09 EA S ; • •LANA EILE'FOR: J• a LEURY 14 S. ;h Oberlin pokane Valley,WA 99206 S UC UR L COMPLIANT WITH THE BOCA(1999);SBCCI(1999), UBC(1997),NSPI-5(1995)AND 10 LLY ACCEPTED IBC/IRC(2000 thru 2006)CODES IYP CAL STALLA SLOPE k/AY BE 1/4u PER FOC WHEN OPTIONAL CONCREIE DECK IS INSTALLED HAUNCH CONCRETE THRU TOP OF EACH Y , BACKBRACE 0\ -TA L „ BACKFILL MINIMUM SLOPE OF 1/2" PER .FOOT AWAY FROM POOL EDGE FOR A MINIMA OF 10' CONCRETE ----- BOND BEAM UNDISTURBED EARTH STRUCTURAL P.E. REVIEW SEAL VOID WITHOUT SIGNATURE AND RAISED SEAL NOT FOR USE IN MASTER PERMIT APPLICATIONS ISSUE#: 28-5803 DATp: 04/22(08. EXP)RA_ T:6111 DATE: 06/19/09 SEAL IS *PPOCIjA�'81 t OR: a ,*dy YERKINS A t4602. 20th $0okane Valley, WA 99037 STRUCTURALLY COMPLIANT WITH THE BOCA (1999); SBCCI (1999), UBC (1997), NSPI-5 (1995) AND NATIONALLY ACCEPTED IBC/IRC (2000 thru 2006) CODES �,ffL�ITI� 1� Iit II ALL VERTICAL DIMENSIONS ARE TO FINISH GRADE AND ARE TA<EN FRO, LINER BEAD TRACK TOP OF MASON SAND OR POOL BASE 1 1/2" MINIMUM (TAMP AND (ROWEL) • CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS HEC KAALSPOTCOMPLIANCE Tit, 4 y-f" c) F s " Cen eal Pre-Mb Concrete Co. 4,4A'176 Invoice Number. 1105255 P 0 Box 3366 Invoice bete: 05/01/2008 Spokane WA 99220-3366 509-534-6221 Customer Job: Customer PO: Customer No: 14443 Ship Address: 15602 E.20TH AVE Lifetime Pools �S P.O.Box 11857 Spokane WA 99211-1857 Matarlei Units Unit Price Mall Total Haul Chg Tax Total Invoice Total Product Use: FOOTINGS Ordered By: RANDY 6 Si<3!8"FTG/Wall 9.50 CY 111.75 1,061.63 0.00 1,061.63 Fuel Surcharge-EA 1.00 EA 17.00 17.00 0.00 17.00 Environmental Surcharge • 9.50 EA 2.00 19.00 0.00 19.00 Type 1-2 Cement-47# 1.00 EA 7.75 7.75 , . 0.00 7,7s Total for . 511/08 ' 1,105.38 —.. 1,1.05.38 Ticket Numbers: 152215 • Invoice Totals 1,105.38 1,105.38 Terms: If paid by 6/10/08 and account is current, cash discount of • 11.06 will be allowed. Discounts not allowed if paid by credit card. Thank You! We appreciate your business. Account is due in full on the 10th of the month following purchases A.LATE charge of 1 3/2% per month,which is an annual percentage rate of 18 3'n or 5 2.00 whichever is greater,will be charged on all accounts not paid by the 25th of the month following purehasca ' Sep 05 08 01 : 11p p• 1 Ragged Ridge Concrete Placing P.O. Box 145 Newman Lake, WA 99025 Serving Washington 509-226-0211 Idaho&�ntana DATES" ) " BiLUNG NAME • �•A_`it✓i5 ADDRESS TELEPHONEijry JOB LOCATION f6-0,2. / ,Zc e ) fir ' CONCRETE CO. (7- RATE PER HOUR 3 HOUR MINIMUM $ +$ PER CU.YARD TOTAL CUBIC YARDS PUMPED TIME LEAVI VG YARD TIME ARRIVED ON JOB SITE TIME LEAVING J08 SITE _ TOTAL HOURS ON JOB TIME ARRIVING YARD TRAVEL TINE AT$ PER HOUR HOURS $ EXTRA FARES_ _ e Please include SUBTOTAL $ L/5° Tax identification# STATE TAX $ 3' , ") if Applicable -y i ( TOTAL $_ rT r) ! ' Authorized by: COMMENTS: CNN. !/ IC.k,c- P/"VM �. 1 /I5r3ac iti/c t • 30 DAYS PAYABLE -g4an4 (You! = Ct:/tt) 4 rd.4% (14,1td go-l_exi- o coo /5-- / 5-G 02- oc. 0-Goren_ ,0-0C Aoki Md4 ef- 1-45) 11/46eze,ou,k CL dX rck, 3 c ` 71.-e-TAL.-- t-u rdecre C77:e. ov6-01)-e- er-L. I Jo l&-aritd, )1/1644-Le,/ 4,/ Aij r/ei ‘e17-c4zet4; &2 /tec- c.',V-Z%Ot.5-65 eze ke (ingiaeter - ze- -239-1,7a 4-e Zeit, 44( a _ 71- acri id-za-e61- e,oa-/Z /406'4.(Afe dltd) glihe2e6z eet,4 , 4e&-y-Z6/4C-- ‘,61,Xeff6 tet" 4Ldt ee-Y Veifte 4-1-(171;edie,„2_, , Yitet(' a x=4 44,- ,e4 eyeeie ,WexArtee, Al-c;,, • 4/<14 Fri I PLAN OF RECORD I PROJECT# 1 i'.R} t w1` 1 I.I (771 ' I I 1. E _ _________L i pm , — — --_. - _ ____ ( d 35- . "3 6. I I ?5 / For City Use• Onl <x. t PLUS Project Number 0162$,..) 1lo CITY OF kpo .ne Project Address i �, a Q ° 11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206 509.688.0036 ♦ Fax: 509.688.0037 ♦ permitcenter@spokanevalley.org As part of our on-going commitment to customer service during the review process of your project application, we are providing you with a TARGET DATE for the initial technical application review. If for any reason we cannot meet this date, we will contact you with a revised target date. Your application review TARGET DATE is 5 ) OL The TARGET DATE is the date we estimate your project application will have had its initial technical review. It is not the date for approval or permit issuance. Tips for a Smoother Project Application Review ➢ Submit complete, accurate plans and documents. Extra time may be required for re-submittals as project application reviewers work on multiple applications and it may be several days before they can look at your new or revised information. ➢ Designate a specific contact person to communicate with the City. While the person designated as the applicant's contact person with the City can be changed, one individual with the expertise for dealing with reviewer comments would be the best choice for the entire review process. ➢ Call staff regarding the status of your project only after the target date shown at the top of the page. Although you should be contacted on or by the target date,please feel free to contact us if you haven't heard from us by your target date. Staff may contact you before the target date if the initial review is complete. By following this procedure,you will save time and allow the reviewers to complete the work more expeditiously. Steps in the Permit Process 1. Counter Complete. Your application has been accepted as counter complete. This means all of the required documents, as indicated on your Pre-Application Checklist have been submitted or have been approved for deferred submittal. This does not prevent technical staff from requesting additional information as a result of their technical review. 2. Quality Check. The next step in the process is a quality check to make sure that the application is reviewable and free from substantive flaws that would prevent technical staff from completing the technical review once it is started. When this step is complete, your application will be routed to the appropriate staff and remain in their review queue until it comes up for review. 3. Technical Compliance. Once an application is administratively complete, it is routed to technical staff for compliance review. Depending on the type of project, technical staff may include multiple reviewers. You should be contacted by phone, fax, email,or mail by your TARGET DATE once the initial technical compliance review is complete. 4. Permit Issuance. When the technical compliance review of the application is complete, including any subsequent re- submittals, each reviewer will approve their section of the application and route it to the Permit Center. When all sections of the application are received, a Permit Specialist will process the application and contact the person specified on your application for permit pick-up. Information regarding fees and pre-construction meetings (if required) will be provided by the Permit Specialist at that time. WHITE-APPLICANT PINK-BUILDING FILE REV 9/07