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2006, 09-18 Permit Application: 06003676 Swimming Pool, Gas FireplaceProject Number: 06003676 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 16 X 34 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) 995 -6817 Group Name: Site Information: Project Name: Plat Key: 005557 Name: SP- 0947 -94 Date: 9/18/2006 Page 1 of 3 District: F Parcel Number: 45264.0128 Block: B Lot: SiteAddress: 2527 S ADAMS RD Owner: Name: ECONOMOU, JOHN Address: 2527 S ADAMS RD Location:: CSV VERADALE, WA 99037 Zoning: SR-1 Suburban Residential 1 Water District: 999 UNKNOWN Area: 1.13 Acres Width: 156 Depth: 314 Right Of Way (ft): 40 Nbr of Bldgs: 2 Nbr of Dwellings: 1 Hold: ❑ Review Information: Review Flood Plain Released By: Building Plan Review Originally Released: 9/14/2006 By: amblake Released By: Originally Released: 9/15/2006 By: TMELBOU Driveway /Approach Released By: Originally Released: 9/18/2006 By: amblake Landuse /Zoning/HE Conditions Released By: J Originally Released: 9/14/2006 By: cjjanssen Operator: AMB Printed By: AMB Print Date: 9/18/2006 Projeopt Number: 06003676 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 9/18/2006 Page 2 of 3 Sewer Review Permits: Released By: Originally Released: 9/18/2006 By: amblake Mechanical Permit Contractor: LIFETIME POOLS /RANDY Firm: RANDY MELCHER MFG CO INC Address: 1410 N HOWE ST Phone: (509) 995 -6776 SPOKANE, WA 99212 Swimming Pool Contractor: LIFETIME POOLS/RANDY Firm: RANDY MELCHER MFG CO INC Address: 1410 N HOWE ST Phone: (509) 995 -6776 SPOKANE, WA 99212 Item Description Units Unit Desc Fee Amount SWIM POOL > 5000 GAL 1 SELECT $50.00 WSBCC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $54.50 Operator: AMB Printed By: AMB Print Date: 9/18/2006 Proj e,ct Number: 06003676 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 9/18/2006 Page 3 of 3 Notes: OK TO ISSUE SEWER PERMITS FOR TRACTS A & D DO NOT ISSUE SEWER PERMITS FOR TRACTS B & C All driveway approaches to be constructed per Spokane County Standards as adopted by the City of Spokane Valley. Minimum of 7.5' from each property line, 5' from crosswalks or intersection curb and minimum of 15' of separation between any two approaches. Flat portion of a residential approach to be minimum of 16' wide, maximum of 30' wide and combined approach width not to exceed 50% of total frontage. (A) THE BULDING OFFICIAL IS AUTHORIZED TO REQUIRE THE PERMIT APPLICANT TO PROVIDE FEE REIMBURSEMENT TO THE CITY OF SPOKANE VALLEY FOR ANY PROFESSIONAL SERVICES REQUIRED OUTSIDE OF CITY STAFF REVIEW. (B)11 SOME EXAMPLES OF POTENTIAL OUTSIDE RESOURCES INCLUDE PLAN REVIEW, CONSTRUCTION INSPECTION AND SURVEYING. Payment Summary: Permit Type Swimming Pool Fee Amount Invoice Amount $54.50 $54.50 Amount Paid $0.00 Amount Owing $54.50 $54.50 $54.50 $0.00 $54.50 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and /or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: AMB Printed By: AMB Print Date: 9/18/2006 Proje,Gt Number: 06003676 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 9/14/2006 Page 1 of 2 Project Information: Permit Use: 16 X 34 SWIMMING POOL Setbacks: Front Site Information: Plat Key: 005557 Name: SP- 0947 -94 Left: Right: Rear: Contact: LIFETIME POOLS & SPAS Address: 1410 N HOWE ST C - S - Z: SPOKANE,W A 99212 Phone: (509) 995 -6817 Group Name: Project Name: District: F Parcel Number: 45264.0128 SiteAddress: 2527 S ADAMS RD Location:: CSV Block: B Zoning: SR -1 Suburban Residential 1 Water District: 999 UNKNOWN Lot: Owner: Name: ECONOMOU, JOHN Address: 2527 S ADAMS RD VERADALE, WA 99037 Hold: ❑ Area: 1.13 Acres Width: 156 Depth: 314 Right Of Way (ft): 40 Nbr of Bldgs: 2 Nbr of Dwellings: 1 Review Information: Review Flood Plain Released By: Building Plan Review Released By: T& Driveway /Approach Released By: Landuse /Zoning/HE Conditions Released By :ei C)) 4) C J Sewer Review Released By: Operator: AMB Printed By: AMB Print Date: 9/14/2006 Spokane .,=Valley Community Development Permit Center 11707 E Sprague Ave, Suite 106 Spokane Valley, WA 99206 (509)688 -0036 FAX: (509)688 -0037 www.spokanevalley.org Residential Construction Permit Application PERMIT NUMBER: 36,'74 PERMIT FEE: New Construction Accessory Bldg Addition /Remodel Deck IN Other: PCIet SITE ADDRESS 2s 2- 1 5J . t-wk� ASSESSORS PARCEL NO: if `j ate i-4 , ( )-- �' LEGAL DESCRIPTION: Building Owner: Name: , fi Name: / '! City: a State: LA.4 Zip: 9 i z /2. -Yl- Address: Z .3-, 7 S-• FINISHED BASEMENT SQ. FTG: City: ,./2,e)-.16€ � DECK/COV. PATIO SQ. FTG: I i,� q State: 1 oleo _ Zip: 9 07 / Phone: 9 z2,�e4/ ?3 CONSTRUCTION TYPE: Fax: Contact Person Name: £Llt Phone: Q ( 6�' `/ 7 Describe the scope of � onGettail: Contractor: Name: , fi Address: , ` ® /v. -- C L-ZP.{ Rce City: a State: LA.4 Zip: 9 i z /2. Phone: s...--.74.. q f ci Fax: Contractor Lic No: Exp Date: ,, / i To 07 LI �Erp 4��.TO City Business Lic. No: .3 .Z g -T- o c •' Cost of Project: $ 401 OD 0 * * * * * * * * * * * ** *The folio ng MUST be complete: (write N/A if not applicable ) * * * ** * * * * * * * * * * * * * * * ** HEIGHT TO PEAK: DIMENSIONS: # OF STORIES: TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. FTG: 2 "U FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE AREA: FINISHED BASEMENT SQ. FTG: GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON PROPERTY: # OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC? s Cu & !_ 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 / )i(p� -/ Method of Payment: ❑ Cash Bankcard #: Authorized Signature: REVISED 8/25/2005 ❑ Che ck Date ❑ Mastercard ❑ VISA Expires: VIN #: Spokane Walley Community Development Permit Center 11707 E Sprague Ave, Suite 106 Spokane Valley, WA 99206 (509)688 -0036 FAX: (509)688 -0037 www. sook an ev ail e v. ore Mechanical Permit Application ❑ Commercial SITE ADDRESS: 4a. S 2.7 51 5S1__ � PERMIT NUMBER: tiYIResidential PERMIT FEE: Building Owner Name: Phone: Ci 22, _. LJl 3 3 Fax: Address: 2 S' 2 "l S. City: 4012e._ v6- State: tog Zip: 9 y a 3 7 Contractor : • � Name: Phone: .5-3 q vc? I / Fax: S3 4 - 2-5-7 7" Address: 0 I.- City: State: I o Zip: q 9 Zi Z l License No: i 7 p .,* C r s-,5- J-0 City Bus' ess Lic: 3 2F © s-5-. 6 se, /r' Contact Phone: 3 T " / l 1 Name: v A / . DESCRIPTION 0 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 = 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) 0%-, X $1.00 = 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 3-15 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: ['CASH ❑ CHECK El VISA ❑ MC EXPIRES: CARD #. VIN: SUBTOTAL PROCESSING FEE $35.00 TOTAL PERMIT FEE DUE: AUTHORIZED SIGNATURE: REVISED 8/26/05 _ Permit Center Sti kane 11707 E Sprague Ave,Suite 106 • — 'alley Spokane Valley,WA 99206 PERMIT N UMBER: Community Development (509)688-0036 FAX:(509)688-0037 PERMIT FEE: • tY p ment WWW.spokanevalleq.ore -= Plumbing Permit Application I Commercial Residential SITE ADDRESS: Building Owner Name: Phone: Fax: Address: City: State: Zip: Contractor Name: Phone: Fax: Address: City: State: Zip: License No: City Business Lic: Contact.;, Name: Phone: DESCRIPTION OF WORK It OF UNITS X COST = TOTAL AMOUNT 1 TOILETS WATER CLOSET,BIDETS X $6.00 = 2 URINALS X $6.00 = 3 TUBS X $6.00 = 4 SHOWERS(PER TRAP) BATH,STALL,ON-SITE BUILT X $6.00 = LAYS/BASINS,BAR,FLOOR,KITCHEN, 5 SINKS LAUNDRY,UTILITY,JANITOR,PHOTO, X $6.00 = X-RAY,FOOD,PREP/CULINARY MEAT 6 DISHWASHER X $6.00 = 7 CLOTHES WASHER X $6.00 = 8 GARBAGE DISPOSAL X $6.00 = 9 WATER SOFTENER X $6.00 = 10 ELECTRIC HOT WATER TANK NOTE: IF GAS,SEE MECHANICAL X $6.00 = AREA.CASE,COIL,TRENCH, 11 FLOOR DRAINS CONDENSATE X $6.00 = 12 ROOF DRAINS/OVERFLOW DRAINS X $6.00 = 13 FOUNTAINS,DRINKING X $6.00 = WATER PIPING/DRAIN-IN WASTE, NSTALLATION,ALTERATION,REPAIR, 14 VENT,PLUMBING,REVERSAL REVERSALS X $6.00 = 15 SEWAGE EJECTOR GRINDER,SUMP PUMP X $6.00 = ICE AN/OR COFFEE MAKER,HOSE BIB, 16 WATER USING DEVICE STEAMER X $6.00 = PROOFER,CARBONATOR,SWAMP COOLER VACUUM BREAKER,CHECK VALVE, AND R.P.B.P.D.FOR: VATS,TANKS, 17 CROSS CONNECTION DEVICE BOILERS X $6.00 = GREASE TRAP,SAND TRAP, 18 INTERCEPTORS CHEMICAL HOLDING TANK X $6.00 = 19 MEDICAL GAS(per outlet) NITROUS,OXYGEN X $6.00 = 20 MISCELLANEOUS PLUMBING FIXTURE X $6.00 = 21 PRIVATE SEWAGE DISPOSAUSYS X $20.00 = 22 INDUSTRIAL WASTE INTERCEPTOR X $15.00 = SUBTOTAL METHOD OF PAYMENT: PROCESSING FEE ❑CASH ❑CHECK ❑VISA ❑MC EXPIRES: $35.00 Card# VIN: TOTAL PERMIT FEE DUE: AUTHORIZED SIGNATURE: REVISED 8/26/05 ti• sias d a.. CD z LU LU CL co ?c01- Fcz ECzn1cMW 25'2? S, APi/PIS RD- yErzprpotLE Er�ST�NV riapct r O — 1 39 pia ;— `J s ADIMC R17 GULF COAST - GC 19,600 gaL approx. OCEAN BREEZE - OB 18,900 gal. approx. ISLAND BREEZE B- BN 22,000 gal appmx. POSEIDON - PS 23,000 gal. appmx. ACAPULCO - AC 16,700 gaL approx. MEDITERRANEAN - BP 17,000 gat. approx. RIO - BPD 20,000 gal. approx. PANAMA - BL 14,000 gal. approx. SANTA CRUZ - SL 6,500 gal. appmx GULF SHORES - GS 15000 ga approx. milI \I I I i Vii, CANCUN - CC 10,000 gal_ approx_ IJ MONTEGO - MT 12,400 gal. appmx. SEA BREEZE - K 16,000 gal. approx. 11 LAKE SHORE - CD 15,000 gat. approx. ST. THOMAS - L 13,700 gal. approx. CHESAPEAKE - CP 10.500 gal. approx. SANTA BARBARA - RS 12,500 gal. approx. CARMEL - FF 12,000 gal. approx. TRITON - TN 13 ,500 gal. approx. LAGUNA - LG 14,800 gat approx. MONTEREY - MK 10,000 gal. appmx. KEY WEST - BFF 9,0011 gat. appmx. FREEPORT -FP 6,000 gal. approx. BAJA - SFF 9,000 gal. approx. r l DELRAY - B 8,100 gal. approx. SUN COAST -BKD 6,000 gal. approx. CLEARWATER -SP 3,600 gal. approx. CAPE CORAL - SK 2,750 gal_ approx. MAUS - MTK 2,300 gal. approx. Viking Pools TABLE 1 - POOLS Bermuda AL 26`. 12' 5' -6 3' -6" 7000 TABLE 2 - POOLS ABOVE GROUND INSTALLATION - - SERIES -MP MFF MLL MTK BFF SERIES FP MK SP BKD SK AL TROPICANA - MP 2,500 gal. approx. BAHAMAS - MFF 2,100 gal. approx. m.Nsraarnon I 7//j 35 666 / • :- BERMUDA - AL 7,000 gal. approx. r3:51c.33.5e35-2 05013 uw.na. GI 49 tai rllT -G II Length, width and depth may vary up to 3% - all dimensions are to outside edge of coping, measured from parallel lines. CARIBBEAN - MR 22,000 gal. approx. General The swimming pools and spas consist of one -piece fiberglass construction shop - formed The material is fiberglass reinforced plastic (FRP), a minimum of 1/4 Inch (6.4 mm) thick, c pm Ic resin vinyl ester resinfibergla66 and ceramic.The surface finish is a neopentylglycol king Pools produces various styles of swimming pools and spas When Installed In accordance h Mutilation procedures, the pools and spas Comply with applicable requirements of the tollowir 2003 International Building Code® (IBC) 2003 Uniform Building Code (UBC) 8004® National Building Code /2003 (BNBC) 2003 latema8onal Plumbing Code ®(1PC) 2003 IAPM0 Uniform Plumbing Code (1PC)" 2003 ANSVNSPI -5 Residential Inground Swimming Pools 1999 ANSI/NSPI -3 Spa 2001 Florida Building Code 2001 California Building Code 2001 California Plumbing Code 2001 California Mechanical Code 2001 Caldornie Electrical Code The overall pool dimensions, depths and capacities are shown in Table 1.The units comp) NSPI -5, sped-fled in 53080 0 461 03.1 of the MC, and IAMP0 IGC- 20002 specified In the UPC. Models described In Table 2 can be placed up to 19 81 12 inches (49.5min) above ground. and spas may 6e placed with or without Concrete or wood decking. Unless elevated portions are p rotected from sunlight b sdl berms decking, g t. Mee portions must het Dated with al opaque paint that Is compal hie with the am note. All plumbing must cool m/h the lPC or UPC. EI teal work must cam with the cork P 9 comply PY the following statement ent The pool and spa must remain full of men t: all times A permanent sign, P P P g following statement must 6e attached to th pumping equipment: Notice The pool or spas designed to remain full of water at all times. The pool shell 11 aged if the water levels allowed t0 drop below the skimmer. When appreciable draw down Is m becomes necessary to drain the po01 or spa contac!Vkrig Pools or its dealers for Mstructons. A permanem label must be Installed adjacent to the above sign indicating the Viking I name, address and telephone number. Installation Procedure: Viking pools and spas may be installed w6hout a soil investigation by a registered design (RDP), subject to the building offiel0l's approval, provided none of the following conditions are I at the site: 1. The existence of uncontrollable groundwater witllin the depth of the pool or spa exo 2. The existence of an uncompacted fill in contact with any portion of the pool or spa. 3. The existence of expansive or adobe -type soils. 4. The existence of any sell types with an angle of repose that will not support the excavation at desired slopes. 5. Danger to adjacent structures posed by the proposed pool or spa location. 6. The existence of any cracks or openings in soil that would not confine sand bedding If any of the conditions above is encountered, excavation must cease Immediately.The spa bons at the site must then be reviewed and recommendations made by the ROP. The building approve the ROP's report before work is completed. The pool or spa excavation profile must coincide with the contours of the pool. The over e Ininimum 6 (152mm) on the sides and ends.The over excavation at the pool bottom is minimum The backfill for 0e pool or spa bottom is a layer of 3- inch -thick (/6mm) bedding sand match or spa profile. This sand layer is compacted using a manual tamper and water. The pool or 00 Into place using a crane, excavator or manually and be 00(151 inch (2511m) of level. Simultane and sand backfill operations then commence. The sand is compacted with a tamper and water.' must ensure 8500000 backfill level and water level are approximately the same throughout this After completion of the 160011ll and plumbing, The decking is placed. flecks are prepared in Figures 1 though 4: 1. Cantilevered concrete decks are constructed as noted in Figure 1 in all cases. 2. Camileverad decks are Constructed with brick or stone as noted Figure 2 In 01 case: 3. Raised band beams are conducted as noted In Figure 310 all cases 4. Aboveground (negations are constructed as noted '0 Figure 4 in all cases Barriers are rhgliced where pools are on premises of UK Group R 7lvls on 3. Decupal Group R Occupancies. The barriers must Comply wth Appendix Chapter4, Dlvisi00 0,05 the UBC 3109.4 of the IBC BOCAS National Building Code /1999 (BNBC): Viking pools and spas maybe used as publl0 swimming pools or private swimming pools lion with Gmup R -3 086:091 1 805 only. In addition to ellen mquirements in this report, 000006100 under the BNBC must satisfy the fallowing (ems: 1, Location: Swimming pool and spa walls shall mairdai0 distances from property line: Section 421.4 of the BNBC. 2. Construction: Requirements in Section 421.5 at the BNBC, concerning slopes, clean walkways, steps and ladders, maul be observed. 3. Water Supply: The water supply and drainage must comply w69 Section 421.6 of thI 4. Barriers: Barriers for private swimming pools must comply with requirements in Sec of the BNBC. 5 Diving Boards: Diving board distances and water depths must comply with Section 4'. BNBC. Identification: Viking pools and spas are identified by the following information imitated on the top sal or spa: manufacturers name )Viking Pools, Inc.,Viking Pools Cemral 003(6(ng Pools Northeast) a pool or spa model designation, a coded serial number and the evaluation report number (PFC -3 The units also bear the label of the quality control agency, Columba Research &Testing (AA -527), Evidence Submitted: Plans, fabrication and installation data calculations 008 a 50014 control manual. Findings: That the Fiberglass Dne -piece 5601103170005/93100006686060/60200310500051 inn Code® (18C), the 2003 Uniform Building Code )160), the 2003 Standing Building Code ®, - National Building Code/2003 (6560), the 2003 international Plumbing 008100, and the 20031AP Plumbing Code, 2003 ANSI4159185 Residential Inground Swimming Pools, 1951 AN55NSP1-31 to the following conditions: 1. The construction and pool /spa installation comply with this report and the manu0 Struetions. 2 Electrical and plumbing installation comply with the respective codes in effect at the l site. 3. The pools and spas are installed by trained dealers, agents or customers approve Pools, Inc.,Viking Pools Central, or Viking Pools Northeast. 4. Clearances from slopes are observed as set forth In Section 1806.5.4 or the U 1905.3.3 of the MC or Sections 421.4 and 421.5 of the BNBC. 5. The pools ant spas produced by Viking P004 North- east, Mc. 176 Viking Drive 100 Jane Lew, West Virginia; Viking Pools Central, Inc., 10600 West Interstate 20 East, Midland, Texas; and Vi- king Pools, Inc.. 121 Crawford Road, Wil- 1i- L S' ms, California, are manufactured under a r a_1 C-, ✓ quality control program with Inspections rut by Columbia Research and Testing ..S \ONAL EN Corporation (AA -527). Job Address Contractor. DEPTH CAPACITY MODEL NAME SERIES LENGTH WIDTH DEEP SHALLOW IN END END GALLONS Acapulco AC 39' 16' 6' 3' -6" 1 6,7 00 Bahamas MFF 14' -3" 8' -9" 4' UM. DEP. 2,100 Baja SFF 24' -10" 11'-10" 5' -6" 3' -8" 9,000 Cape Coral SK 19' -9" 9' -10" 5' 3' -7' 2,750 Cancun CC 35' 16' 6'-6" 3' -6" 15,000 Carmel FF 30' 13' -8" 6' 3'-6' 12.000 Chesapeake CP 31' 12' 5' 3' -11" 10.500 Clearwater SP 20' 10' -11" 5' 3' -5" 3,600 Delray B 20' 11' -10" 4' -6" Ell. DEP. 8.100 Free ort FP 25 1" 12 p 5' -5' 321" 6,000 Gulf Coast GC 39,7 1E-10" 7' -11 T-5" 19.600 Gulf Shores GS 34'-8 1E-7" 5' -10" T-7" 15000 Island Breeze II BN 40' 16 8' 3'-6" 22.000 Key West BFF 25' -7" 12' 6' 4-1" 9 000 Laguna LG 30' 14' 6' 3 -6" 14.800 Lake Shore CO 33' 10' 5'-5' 3'- 7" 15.000 Maui MTK 16' 9' -3" 4' 3'-4" 2.300 Mediterranean BP 38' 1E -8' 5'-11" 3' -7" 17000 Montego MT 35' 14' 5' -7" 3' -7" 12.400 Monterey MK 27' -7" 14' -4' 5210" 3' -7' 10.000 Oahu MLL 15' -10" 8' -5" 4' UM. DEP 2.200 Ocean Breeze 0B 40' 15' 5' -8" 3' -6" 18,900 Panama E31 35/45' 11' -10" 4' -6" UNI. DEP Varies PO 0i00n PS 40' 15' 7' 3' -6" 23,000 Rio BPD 39' 15' -8" 8' 3'-7" 20,000 Rockport RP 30' 14' 5'-11" 3' -7 12,800 Santa Barbara RS 30' 14' 6'-6" 31-6" 12,500 Santa Cruz SL 39' 7' -6" 4' UNI. DEP. 6.500 Sea Breeze K 33' -9" 14'-8" 13' -2" 3' -5" 16,000 St. Thomas L 31'-6" 14' 7 3' -7' 13,700 0811 Coast BKD 23' -11' 12' -3" 5' 3'6" 6,000 Triton TN 30' 14' 5'-11" 3' -7 13,500 Tropicana MP 14' -6" 9' -6" 4' LTC. DEP. 2,500 Caribbean MR 40' 16 7' 3' -6" 22,000 Bermuda AL 26`. 12' 5' -6 3' -6" 7000 TABLE 2 - POOLS ABOVE GROUND INSTALLATION - - SERIES -MP MFF MLL MTK BFF SERIES FP MK SP BKD SK AL TROPICANA - MP 2,500 gal. approx. BAHAMAS - MFF 2,100 gal. approx. m.Nsraarnon I 7//j 35 666 / • :- BERMUDA - AL 7,000 gal. approx. r3:51c.33.5e35-2 05013 uw.na. GI 49 tai rllT -G II Length, width and depth may vary up to 3% - all dimensions are to outside edge of coping, measured from parallel lines. CARIBBEAN - MR 22,000 gal. approx. General The swimming pools and spas consist of one -piece fiberglass construction shop - formed The material is fiberglass reinforced plastic (FRP), a minimum of 1/4 Inch (6.4 mm) thick, c pm Ic resin vinyl ester resinfibergla66 and ceramic.The surface finish is a neopentylglycol king Pools produces various styles of swimming pools and spas When Installed In accordance h Mutilation procedures, the pools and spas Comply with applicable requirements of the tollowir 2003 International Building Code® (IBC) 2003 Uniform Building Code (UBC) 8004® National Building Code /2003 (BNBC) 2003 latema8onal Plumbing Code ®(1PC) 2003 IAPM0 Uniform Plumbing Code (1PC)" 2003 ANSVNSPI -5 Residential Inground Swimming Pools 1999 ANSI/NSPI -3 Spa 2001 Florida Building Code 2001 California Building Code 2001 California Plumbing Code 2001 California Mechanical Code 2001 Caldornie Electrical Code The overall pool dimensions, depths and capacities are shown in Table 1.The units comp) NSPI -5, sped-fled in 53080 0 461 03.1 of the MC, and IAMP0 IGC- 20002 specified In the UPC. Models described In Table 2 can be placed up to 19 81 12 inches (49.5min) above ground. and spas may 6e placed with or without Concrete or wood decking. Unless elevated portions are p rotected from sunlight b sdl berms decking, g t. Mee portions must het Dated with al opaque paint that Is compal hie with the am note. All plumbing must cool m/h the lPC or UPC. EI teal work must cam with the cork P 9 comply PY the following statement ent The pool and spa must remain full of men t: all times A permanent sign, P P P g following statement must 6e attached to th pumping equipment: Notice The pool or spas designed to remain full of water at all times. The pool shell 11 aged if the water levels allowed t0 drop below the skimmer. When appreciable draw down Is m becomes necessary to drain the po01 or spa contac!Vkrig Pools or its dealers for Mstructons. A permanem label must be Installed adjacent to the above sign indicating the Viking I name, address and telephone number. Installation Procedure: Viking pools and spas may be installed w6hout a soil investigation by a registered design (RDP), subject to the building offiel0l's approval, provided none of the following conditions are I at the site: 1. The existence of uncontrollable groundwater witllin the depth of the pool or spa exo 2. The existence of an uncompacted fill in contact with any portion of the pool or spa. 3. The existence of expansive or adobe -type soils. 4. The existence of any sell types with an angle of repose that will not support the excavation at desired slopes. 5. Danger to adjacent structures posed by the proposed pool or spa location. 6. The existence of any cracks or openings in soil that would not confine sand bedding If any of the conditions above is encountered, excavation must cease Immediately.The spa bons at the site must then be reviewed and recommendations made by the ROP. The building approve the ROP's report before work is completed. The pool or spa excavation profile must coincide with the contours of the pool. The over e Ininimum 6 (152mm) on the sides and ends.The over excavation at the pool bottom is minimum The backfill for 0e pool or spa bottom is a layer of 3- inch -thick (/6mm) bedding sand match or spa profile. This sand layer is compacted using a manual tamper and water. The pool or 00 Into place using a crane, excavator or manually and be 00(151 inch (2511m) of level. Simultane and sand backfill operations then commence. The sand is compacted with a tamper and water.' must ensure 8500000 backfill level and water level are approximately the same throughout this After completion of the 160011ll and plumbing, The decking is placed. flecks are prepared in Figures 1 though 4: 1. Cantilevered concrete decks are constructed as noted in Figure 1 in all cases. 2. Camileverad decks are Constructed with brick or stone as noted Figure 2 In 01 case: 3. Raised band beams are conducted as noted In Figure 310 all cases 4. Aboveground (negations are constructed as noted '0 Figure 4 in all cases Barriers are rhgliced where pools are on premises of UK Group R 7lvls on 3. Decupal Group R Occupancies. The barriers must Comply wth Appendix Chapter4, Dlvisi00 0,05 the UBC 3109.4 of the IBC BOCAS National Building Code /1999 (BNBC): Viking pools and spas maybe used as publl0 swimming pools or private swimming pools lion with Gmup R -3 086:091 1 805 only. In addition to ellen mquirements in this report, 000006100 under the BNBC must satisfy the fallowing (ems: 1, Location: Swimming pool and spa walls shall mairdai0 distances from property line: Section 421.4 of the BNBC. 2. Construction: Requirements in Section 421.5 at the BNBC, concerning slopes, clean walkways, steps and ladders, maul be observed. 3. Water Supply: The water supply and drainage must comply w69 Section 421.6 of thI 4. Barriers: Barriers for private swimming pools must comply with requirements in Sec of the BNBC. 5 Diving Boards: Diving board distances and water depths must comply with Section 4'. BNBC. Identification: Viking pools and spas are identified by the following information imitated on the top sal or spa: manufacturers name )Viking Pools, Inc.,Viking Pools Cemral 003(6(ng Pools Northeast) a pool or spa model designation, a coded serial number and the evaluation report number (PFC -3 The units also bear the label of the quality control agency, Columba Research &Testing (AA -527), Evidence Submitted: Plans, fabrication and installation data calculations 008 a 50014 control manual. Findings: That the Fiberglass Dne -piece 5601103170005/93100006686060/60200310500051 inn Code® (18C), the 2003 Uniform Building Code )160), the 2003 Standing Building Code ®, - National Building Code/2003 (6560), the 2003 international Plumbing 008100, and the 20031AP Plumbing Code, 2003 ANSI4159185 Residential Inground Swimming Pools, 1951 AN55NSP1-31 to the following conditions: 1. The construction and pool /spa installation comply with this report and the manu0 Struetions. 2 Electrical and plumbing installation comply with the respective codes in effect at the l site. 3. The pools and spas are installed by trained dealers, agents or customers approve Pools, Inc.,Viking Pools Central, or Viking Pools Northeast. 4. Clearances from slopes are observed as set forth In Section 1806.5.4 or the U 1905.3.3 of the MC or Sections 421.4 and 421.5 of the BNBC. 5. The pools ant spas produced by Viking P004 North- east, Mc. 176 Viking Drive 100 Jane Lew, West Virginia; Viking Pools Central, Inc., 10600 West Interstate 20 East, Midland, Texas; and Vi- king Pools, Inc.. 121 Crawford Road, Wil- 1i- L S' ms, California, are manufactured under a r a_1 C-, ✓ quality control program with Inspections rut by Columbia Research and Testing ..S \ONAL EN Corporation (AA -527). Job Address Contractor. CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS REVIEWED FOR CODE QQDDMPIl,,IIAANCE SPOKANE VALLEY BUILg1NG O}NSION 6 SPECIAL CONSTRUCTION SECTION 3106 MARQUEES 3106.1 General. Marquees shall comply with this section and other applicable sections of this code. 3106.2 Thickness. The maximum height or thickness of amar- quee measured vertically from its lowest to its highest point shall not exceed 3 feet (914 mm) where the marquee projects 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- erty line to the curb line. 3106.3 Roof construction. Where the roof or any part thereof is a skylight, the skylight shall comply with the requirements of Chapter 24. Every roof and skylight of a marquee shall be sloped to downspouts that shall conduct any drainage from the marquee in such a manner so as not to spill over the sidewalk. 3106.4 Location prohibited. Every marquee shall be so lo- cated as not to interfere with the operation of any exterior standpipe, and such that the marquee does not obstruct the clear passage of stairways or exit discharge from the building or the installation or maintenance of street lighting. 3106.5 Construction. A marquee shall be supported entirely from the building and constructed of noncombustible materi- als. Marquees shall be designed as required in Chapter 16. Structural members shall be protected to prevent deterioration. SECTION 3107 SIGNS 3107.1 General. Signs shall be designed, constructed and maintained in accordance with this code. SECTION 3108 RADIO AND TELEVISION TOWERS 3108.1 General. Subject to the provisions of Chapter 16 and the requirements of Chapter 15 governing the fire-resistance ratings of buildings for the support of roof structures, radio and television towers shall be designed and constructed as herein provided. • 3108.2 Location and access. Towers shall be located and equipped with step bolts and ladders so as to provide ready ac- cess for inspection purposes. Guy wires or other accessories shall not cross or encroach upon any street or other public space, or over above - ground electric utility lines, or encroach upon any privately owned property without written consent of the owner of the encroached -upon property, space or above - ground electric utility lines. 3108.3 Construction. Towers shall be constructed of approved corrosion- resistant noncombustible material. The minimum type of construction of isolated radio towers not more than 100 feet (30 480 mm) in height shall be Type 1113. 3108.4 Loads. Towers shall be designed to resist wind loads in accordance with TIA/EIA -222. Consideration shall be given to conditions involving wind load on ice - covered sections in lo- calities subject to sustained freezing temperatures. 3108.4.1 Dead load. Towers shall be designed for the dead load plus the ice load in regions where ice formation occurs. 3108.4.2 Wind Load. Adequate foundations and anchorage shall be provided to resist two times the calculated wind load. 3108.5 Grounding. Towers shall be permanently and effec- tively grounded. SECTION 3109 SWIMMING POOL ENCLOSURES AND SAFETY DEVICES 3109.1 General. Swimming pools shall comply with the re- quirements of this section and other applicable sections of this code. 3109.2 Definition. The following word and term shall, for the purposes of this section and as used elsewhere in this code, have the meaning shown herein. SWIMML NG POOLS. Any structure intended for swimming, recreational bathing or wading that contains water over 24 inches (610 mm) deep. This includes in- ground, above - ground and on- ground pools; hot tubs; spas and fixed -in -place wading pools. 3109.3 Public swimming pools. Public swimming pools shall 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 fence or screen enclosure shall be equipped with self - closing and self - latching gates. 3109.4 Residential swimming pools. Residential swimming 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. 3109.4.1 Barrier height and clearances. The top of the barrier shall be at least 48 inches (1219 mm) above grade measured on the side of the barrier that faces away from the swimming pool. The maximum vertical clearance between grade and the bottom of the barrier shall be 2 inches (51 mm) measured on the side of the barrier that faces away from the swimming pool. Where the top of the pool structure is above grade, the barrier is authorized to be at ground level or mounted on top of the pool structure, the maximum vertical clearance between the top of the pool structure and the bot- tom of the barrier shall be 4 inches (102 mm). 3109.4.1.1 Openings. Openings in the barrier shall not allow passage of a 4- inch - diameter (102 mm) sphere. 3109.4.1.2 Solid barrier surfaces. Solid barriers which do not have openings shall not contain indentations or protrusions except for normal construction tolerances and tooled masonry joints. 3109.4.1.3 Closely spaced horizontal members. Where the barrier is composed of horizontal and vertica" members and the distance between the tops of the hori- zontal members is less than 45 inches (1143 mm), the horizontal members shall be located on the swimming pool side of the fence. Spacing between vertical mem- 558 2003 INTERNATIONAL BUILDING CODE® bers shall not exceed 1.75 inches (44 mm) in width. Where there are decorative cutouts within vertical mem- bers, spacing within the cutouts shall not exceed 1.75 inches (44 mm) in width. 3109.4.1.4 Widely spaced horizontal members. Where the barrier is composed of horizontal and vertical mem- bers and the distance between the tops of the horizontal members is 45 inches (1143 mm) or more, spacing be- tween vertical members shall not exceed 4 inches (102 mm). Where there are decorative cutouts within vertical members, spacing within the cutouts shall not exceed 1.75 inches (44 mm) in width. 3109.4.1.5 Chain link dimensions. Maximum mesh size for chain link fences shall be a 2.25 inch square (57 mm square) unless the fence is provided with slats fas- tened at the top or the bottom which reduce the openings to no more than 1.75 inches (44 mm). 3109.4.1.6 Diagonal members. Where the barrier is composed of diagonal members, the maximum opening formed by the diagonal members shall be no more than 1.75 inches (44 nun). --- 0.3109.4.1.7 Gates. Access gates shall comply with the re- quirements of Sections 3109.4.1.1 through 3109.4.1.6 and shall be equipped to accommodate a locking device. Pedestrian access gates shall open outward away from the pool and shall be self - closing and have a self - latching device. Gates other than pedestrian access gates shall have a self - latching device. Where the release mecha- nism of the self - latching device is located less than 54 inches (1372 mm) from the bottom of the gate, the re- lease mechanism shall be located on the pool side of the gate at least 3 inches (76 mm) below the top of the gate, and the gate and barrier shall have no opening greater than 0.5 inch (12.7 mm) within 18 inches (457 mm) of the release mechanism. 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- SPECIAL CONSTRUCTION cepted so long as the degree of protection afforded is not less than the protection afforded by Section 3109.4.1.8, Item 1 or 2. 3109.4.1.9 Pool structure as barrier. Where an above- ground pool structure is used as a barrier or where the barrier is mounted on top of the pool structure, and the means of access is a ladder or steps, then the ladder or steps either shall be capable of being secured, locked or removed to prevent access, or the ladder or steps shall be surrounded by a barrier which meets the requirements of Sections 3109.4.1.1 through 3109.4.1.8. When the lad- der or steps are secured, locked or removed, any opening created shall not allow the passage of a 4- inch - diameter (102 mm) sphere. 3109.4.2 Indoor swimming pools. Walls surrounding in- door swimming pools shall not be required to comply with Section 3109.4.1.8. 3109.4.3 Prohibited locations. Barriers shall be located so as to prohibit permanent structures, equipment or similar objects from being used to climb the barriers. 3109.5 Entrapment avoidance. Where the suction inlet sys- tem, such as an automatic cleaning system, is a vacuum cleaner system which has a single suction inlet, or multiple suction in- lets which can be isolated by valves, each suction inlet shall protect against user entrapment by an approved antivortex cover, a 12 -inch by 12 -inch (304 mm by 304 mm) or larger grate, or other approved means. In addition, all pools and spas shall be equipped with an al- ternative backup system which shall provide vacuum relief should grate covers be missing. Alternative vacuum relief de- vices shall include one of the following: 1. Approved vacuum release system. 2. Approved vent piping. 3. Other approved devices or means. 2003 INTERNATIONAL BUILDING CODE® 559