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2006, 03-15 Permit App: 06000858 Pool • Project'Number: 06000858 Inv: 1 Application Date: 3/15/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 15x30 POOL Contact: POOL WORLD INC. Address: 13524 E SPRAGUE AVE C-S-Z: SPOKANE,WA.99216 Setbacks:Front Left: Right: Rear: Phone: (509)928-6585 Group Name: Site Information: Project Name: Plat Key: Name: SHELLEY LAKE 01ST ADD PUD District: F Parcel Number: 45241.1810 Block: Lot: SiteAddress: 310 S SHELLEY LAKE LN Owner:Name: PURYEAR,TERRANCE D Address: 14120 E 21ST Location::CSV VERADALE WA 99037 Zoning: UNKN Unknown Water District: Hold: f] Area: 9,179 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Review Building Plan Review Released By: 3 /1' 66, ..3d4 Landuse/Zoning/HE Conditions Released By: �`���� J �� ( �' Sewer Review Released By: SEWER CONNECTION IN FILE Originally Released: 3/15/2006 By: amblake Permits: Operator: AMB Printed By: AMB Print Date: 3/15/2006 Project Number: 06000858 Inv: 1 Application Date: 3/15/2006 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Mechanical Permit Contractor: POOL WORLD INC Firm: POOL WORLD INC Address: PO BOX 14927 Phone: (509)928-6585 SPOKANE,WA 99214 Item Description Units Unit Desc Fee Amount GAS APPLIANCE>100,000BTU 1 NUMBER OF $15.00 Permit Total Fees: $15.00 Swimming Pool Contractor: POOL WORLD INC Firm: POOL WORLD INC Address: PO BOX 14927 Phone: (509)928-6585 SPOKANE,WA 99214 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 Notes: DO NOT ISSUE SEWER PERMIT-OK TO ISSUE HOUSE PER ROGER 10/27/98 OK TO ISSUE SEWER PERMITS FOR: BLK 4-L 1 BLK5-L2,16,18 BLK 6-L 1,3,5,6,9,10 BLK 7-L 1,2 Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Mechanical Permit $15.00 $15.00 $0.00 $15.00 Swimming Pool $54.50 $54.50 $0.00 $54.50 $69.50 $69.50 $0.00 $69.50 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: 3/15/2006 Permit Center SPOkane 11707 E Sprague Ave, Suite 106 PERMIT NUMBER: Salle Spokane Valley, WA 99206 Lj /�, ^ J (509)688-0036 FAX: (509)688-0037 �(� �7 PEST FEE: &� (i� Community Development www.spokanevallev.org.com ' it I b,- [j,; t Mq 5 c, /' l Residential Construction X46 %� o n��/ss, t`ruction ?Accessory BIdg Permit Application o Addi i ie i rhe/de I eck Other: `� SITE ADDRESS 3/v ___S1G�, J. 5I " ./... ,;4.---„, . ASSESSORS PARCEL NO: `16)41 i Igi b LEGAL DESCRIPTION: Building owner Contractor_ Name: —"7j� �/%�e'.,yZ� Name: ,,� ,r/ i G''�,� Address: v / 4. y Ci S / S / �1p /, Address:/ / c.G� t3' /��"'�`` rfe8 Zip / J��. �" City: ,Sl��l�-.� Zip: ' 94'.2-V:-S-- Lic y�/� Phone .... Fax Phone:, (:�6P5'' Fax: Contact Person_: - -_,- .: Lic Noygpo/C4i, )7,c, ' Exp.Date: e; fi.. . ._ .:, . :... City Business Lic No: Name: v Phone: d'6J - 6.2 5--." Describe the scope of work in detail: Cost of Project: J $a , 1 **************The following MUST be complete: (write N/A if not applicable) HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. 2'V"FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: AREA: FINISHED BASEMENT GARAGE SQ. FTG: DECK/ . PATIO SQ. FTG: 30% SLOPES ON SQ. FTG: #OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE:COVPROPERTY: SEWER OR SEPTIC? DISCLAIMER 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 a processed. Signature .'v ,� �a Date —/5 ' a Method of Payment: (Faxed permit applications will only be accepted with majorba kcara) 0 Cash 0 Check 0 Mastercard g VISA Bankcard#: P�fres: _ VIN#: ❑ Other Authorized Signature: `. ;,., <2 L. ,;;v, / .- REVISED 8/25/2005 SöI& e ' 40,00 Vey 11707 E Sprague Ave Suite 106 ♦ Spokane valley WA 99206 509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhall@spokanevalley.org Residential Plan Submittal Minimums p Completed Building & Mechanical application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature, and date. ❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans With details, roof plan, framing plans & details. ❑ Show the height of any proposed buildings or accessory structures. D 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. ❑ All braced wall panel types: show locations and details of installation, including engineered design. ❑ Egress windows: Provide at least one window or exterior door approved for Emergency escape or rescue from a basement and in every room for sleeping. ❑ Smoke detector locations ❑ 22" X 30" attic access location O 18" X 24" crawl space access: ❑ One-hour separation detail: between house and garage ❑ Floor framing details: Joist type, size, spacing and installation details ❑ Roof framing plan and details ❑ Furnace and hot water heater location. . ❑ All header locations: type, size, and connections • ❑ Foundation plan ❑ Insulation information (-Ir.,cr Permit Center S ka`n,e . . 11707 ESprague Ave,Suite 106 ' 1, Spokane Valley,WA 99206 PERMIT NUMBER:$ (509)688-0036 FAX:(509)688-0037 V (v/ v Contmunity Development www.snokanevallev.or" PERMIT FEE: a, 50 Mechanical Permit Application El Commercial �2esidential (.0-1 r, SITE ADDRESS: 3 Cc) s;, T e//:0; Z "c. / Building Owner Name: -tel / �f.�G ,,/ o Phone: ��o r�'`/��4' Fax: Address: � S� /� ` State: Zip:9 " Contractor Name: ,,, ,,'t et,„-,t.-e Phone: g Fax: Address: . * � 6S ��� /357.0 ra,'? .c.e. City: s ,F';F,. State: ".«' Zip: License No: f �` 't,%,4 -c' 9, ,r-:' City Bu ess Lac: Contact * �r Name: 04 o/c iv- C/rte/4 ba.."0 +w✓ 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 /25/ e...,-, 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) 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: SUBTOTAL ❑CASH 0 CHECK tg VISA 0 MC EXPIRES: PROCESSING FEE $35.00 CARD#: VIN' TOTAL PERMIT FEE DUE: AUTHORIZED SIGNATURE:4_r,,-1,;�., REVISED 8/26/05 &,..,, �� Permit Center SpOka a"" 11707 E Sprague Ave,Suite 106 PERMIT NUMBER: • J .....Valley Spokane Valley,WA 99206 (509)688-0036 FAX:(509)688-0037PERMIT FEE: Community Development www.spokanevalley.ora Plumbing Permit Application n Commercial n 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 #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, X $6.00 = 14 VENT,PLUMBING,REVERSAL REVERSALS 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 0 CHECK 0 VISA 0 MC EXPIRES: $35.00 Card# VIN: TOTAL PERMIT FEE DUE: AUTHORIZED SIGNATURE: REVISED 8/26/05 TECHNICAN PACIFIC POOLS, INC Classic Wall Panel Material/Installation Assumptions 1• Wall panel, brace and panel/brace fastener sizes, thickness, dimensional characteristics, material properties and strengths used in these calculations were provided by Technican Pacific Pools, Inc. These calculations assume that these elements have uniform thicknesses, sizes, and material properties/strengths and that they are free of defects. These calculations cover only those elements identified herein and do not cover liners, ladders, steps, slides, decks, railings, etc. This pool system is intended to be installed only by factory trained and approved distributors/contractors. 2. Soil pressures used in these calculations constitute those soils which are in their active state and have a maximum equivalent fluid pressure equal to 35#/ft3 under non-saturated conditions and 45#/ft3 under saturated conditions. See definition of parameters section for more soil type assumptions used in these calculations. These calculations do not consider the existence of expansive or adobe-type soils, high groundwater table conditions, or adjacent uncompacted soil fill conditions. If existing site soil conditions dictate a different or potentially higher equivalent fluid pressure than those used herein, the pool Purchaser/Installer shall contact a local Geotechnical (Soils) Engineer for additional guidance and direction prior to pool installation. 3. Wall panel backfill materials shall consist of clean porous soils, free of roots and debris, installed and carefully tamped to eliminate voids, in layers not exceeding 12" thick. In addition, backfill materials shall not exceed the same equivalent fluid pressure characteristics identified in Item 2 above. Lastly, backfilling operations behind the pool panels must be performed in conjunction with the pool filling operations. Although these calculations show that backfill material can be placed behind the pool panels when the pool is empty, these pool panels should not be considered capable of independently withstanding either the pool water's lateral forces or the lateral soil forces (from behind the pool panels). 4. The pool is designed to remain full of water at all times. The pool may be damaged if the water level is allowed to drop below the pool inlet. When appreciable drawdown is noticed or if it becomes necessary to drain the pool, contact Technican Pacific Pools, Inc. or its agent immediately for instructions. Temporary shoring of the pool panels is highly recommended. 5. These structural calculations shall be considered void if not complete (pages 1 - 13) and do not contain a raised P.E. review seal, signature, and color watermark on each page. 6. Pool system is not designed for earthquake or surcharge loading (i.e., neighboring structures, vehicles, trees, equipment, etc.). 7. Finished decks and/or grades shall be constructed in accordance with the pool manufacturer's guidelines and be sloped away from the pool copings at a rate of not less than 1/4"per foot. - 8. Concrete bond beam dimensions shall be 10"x 2'-0" minimum. (i E 7-0 9. These calculations are in compliance with the following state and national codes: 1. 2000 Nationally accepted International Building Code (IBC) 2. 1999 Building Officials&Code Administrators (BOCA) 3. 1999 Standard Building Code (SBCCI) 4. 1997 Uniform Building Code (UBC) 10. Refer to the Pool Manufacture's Installation Manual for additional restrictions, requirements, guidelines, and recommendations. Void withouN signature°raised seal and coicr watermark. Not fok u e in Master Permit Applications.'Issue No.26-3828 Schafer Engineering Associates � Expirr$jior1'Date:06/19/07 13 of 13 For lynstallaifion Address Only:Ted Pun/eat,310 S.Shelley Lake Lane,Spokane Valley,WA 99037 90 90 Q Z E'-O'SK 8'-0' 6'-O' E'-D'RT D 1 4WO �W I .Milliiiiiiiii. (n H n d 0 I.i W Lu d SZ $F. aO g r r • a F N gQ O, C I X �, N Q 4�"�.,,,lb G K O F tn P LL .4ir- ,Ai c W a 'ate _o S' v 17 p N W _,w _, _ W_, W R 3 Q W c› .-a 90' � --o Rr A 8-0 , 6-0 i/ a-0 �90 J ,Z^ T g2/"! 2 p_� Nc «-...:- U J M y ]Q /AQ- a. — rU fD 6z �. A6 4z Ir CO � 6.�AYEItAOE WMtR LEVEL —n� I Q y I•n = co W c�a m Q H C__ 0I- �m `-2' nNISN H U 0 0 0 rc Z H 4'-0` 6'-O' I4.-0- E'-Or' 30'- ma ra CLASSIC la" P�o�� � n STEEL 15 X 30 RECTANGLE - 90 DEGREE " `° ,' M4� SPEOFICAlarl.PLEASE COMTMCT OPE 0f1 94/9LJONG 0/N: CL153dREC90 HAND: NONE DATE: 03/07/06 Eat/Plain MMKIFACIUI�11 FDR NOR SPECIFICATIONS, COOE: ISK-CUSTOMKIT S.04 «**+ PERIMETER: 90'-0' WETS WIN ANO SHAPE 91,191U9 STANDARD or Pc 2000 moN�g/hePls two WORT Fuu CUSTOMER: KELLER STEP: NONE AREA; 450.0 SQ. FT. DRAWN BY: JENN OUMMERSON TAG NAME; .7“ RECIRC: HAYWARD 1085 LINER AREA: ***• SCALE:1/8" : 1.-0' P.O.#.; ***i NSPI '95: TYPE 1I ,SFTY COVER AREA: **** SHEET: 1 OF 1 • * No . L'u . - P2cLi,NE De-M-1 L. LA'ovr t-uvZ Oo es-)CvLL--T e i Xn\J 7 13L f-r'^ A..-0 Cf-(cocs.l 5 PUYL eA_Gi- -7 o L-7.rCtINCIl2L•- @•4-C-C_1 • P�vV,,-)` Tc -JvlL83ca(i LNsSebC012 f� I) BOLT • IPC-APS - (SUPPLIED WITH CLASSIC S TP�L ALL KITS) TWO COMPONENT PANEL BRACE ® C-SHORT A-FRAME F-LONG AFRAME ARM TWO COMPONENTS ARE BOLTED TOGTHER AND TO THE POOL PANELTO FORM A STRONG ® NON-ADJUSTABLE PANEL BRACE. THE UNIT IS ATTACHABLE TO PANEL JOINTS AND PANEL RIBS COMPONENTS ARE MADE FROM 14 GAUGE Z-700 GALVANIZED STEEL RECOMMENDED APPLICATION TO PANEL JOINTS ONLY. (ATTACHES 1\% CAN BE USED WITH STANDARD DECK SUPPORTS (IPC-DSS) AND 30" DECK SUPPORTS m R 1 (TPC-DSS30) STRUCTURAL P.E. REVIEW SEAL ® Z--)-:.°F.wR"..."ETN T SIGNATURE AND RAISED SEAL MASTER(BULK PERMIT APPLICATIONS) r ® gg, n i 12EBAR STAKE BOLT • ® I� C� ® ® ISSUE 26-3829 DATE:03114/06 EXPIRATION DATE:06/19107 I SEAL IS APPLICABLE FOR INSTALLATION ADDRESS ONLY: Ted Puryear 310 S.Shelley Lake Lane Spokane Valley,WA 99037 STRUCTURALLY COMPLIANT WITH TME SOCA(19991;SBCCI(1999),NSPI-511995) UBC(19971,AND NATIONALLY ACCEPTED IBC/IRC(20001 2003)CODES • • WALL PANEL AND BRACE CALCULATIONS FOR CLASSIC WALL PANEL (Pages 1-13) Prepared for: TECHNICAN PACIFIC INDUSTRIES, INC. 383 ELGIN STREET BRANTFORD, ONTARIO N3P5W4 Prepared By: IIIIIIII� SCHAFER ENGINEERING ASSOCIATES 11111011P1885 State Street Schenectady, New York 12304 Phone: (518) 393-4767 Fax: (518) 393-3510 Void without ;nature-raked I coI ermark. Not for - ere ' A pli do lI ue No.2&3828 Expirati., a. 1i 3 For I _r I= .n Addr Only:Ted urer,3 0 S.Shelley Lake Lane,Spokane Valley,WA 99037 TECHNICAN PACIFIC POOLS, INC Classic Wall Panel Calculation Assumptions: a.) The panel ends provide minimal vertical stiffener reinforcement for the galvanized steel pool panels. Therefore, the critical case for calculating vertical stiffener strength occurs when a 3 foot panel is sandwiched between two 7 foot panels. b.) The concrete pour at the base of the wall (i.e., bond beam) provides 10 inches of vertical support to the panels, stiffeners and braces. c.) Refer to the last page for more Material/Installation Assumptions. Definition of Parameters: Assumed Soil Properties: (Sandy silt soil material) Wd (unit weight of dry soil) 105 lb/ft3 WW (unit weight of saturated soil) 135 lb/ft3 ct (soils interior angle of friction) 30 degrees Ka (lateral active soil coefficient) = tan2 (45-0/2) 0.333 yd (equivalent active unit weight of dry soil) = Ka Wd 35 lb/ft3 ys (equivalent active unit weight of saturated soil) = K.W. 45 lb/ft3 yw (unit weight of water) 62.4 lb/ft3 µ (friction factor between soil and concrete) 0.45 Material Properties and Dimensions: Panels/Stiffeners/Channels E (modulus of elasticity) 29,000 k/in2 Fy (minimum yield stress of cold-formed steel) 42,000 lb/in2 Fb (allowable bending stress of cold-formed steel) 25,150 lb/in2 Fb,plate (allowable bending stress of cold-formed plate steel) 31,500 lb/in2 Ft (allowable tensile stress of cold-formed steel) 25,150 lb/in2 tp (thickness of panel, stiffener, and channel steel) 0.0720 in h (height of panel) 3.5 ft hW (depth of water) 3.0 ft heff (effective height of panel) 2.67 ft b3 (maximum unstiffened 3 foot panel width) 3.0 ft b7 (maximum unstiffened 7 foot panel width) 3.5 ft R (maximum radius of panel) 29 ft L. (effective height/length of stiffener = heff) 2.67 ft d (nominal depth of stiffener) 5.0 in Lc (maximum brace spacing) 8.0 ft Se,s (section modulus of stiffener) 0.5973 in3 b3 (maximum unsupported length between stiffeners) 10.0 ft Se,c (section modulus of channel) 0.6464 in3 Void without :,!nature -ised seal and color watermark. Not for use i-I aster/•- it ppli ons. -ue No.26-3828 Schafer Engineering Associates Expirati A e:R • 1of 13 For I ��, „id T , 10 S.Shelley Lake Lane,Spokane Valley,WA 99037 1:11 -m 1 TECHNICAN PACIFIC POOLS, INC Classic Wall Panel 2. Loading Conditions: (Calculated per unit foot of wall.) A. Dry Backfill, Pool Full \,\, \\\, - (-- Pd L. Pw _,� Total lateral drysoil load [Pd] = 7d x h2 = 35 x 3.5 2 22 = 214.38 lb/ft IN,x hw2 62.4 x 3.0 2 Total lateral water load [PW] = 2 = 2 = 280.80 lb/ft Total lateral load per unit length [P] = PW - Pd = 280.80 — 214.38= 66.43 lb/ft P 66.43 Approximate distributed panel load [Pnet] _ _ = 18.98 Ibift2 h 3.5 B. Saturated Backfill, Pool Full AlS PP _c All \IL 2 Total lateral saturated soil load [Ps] = YS x h2 _ 45 x 3.5 2 = 275.63 lb/ft 2 Total lateral load per unit length [P] = PW - PS = 280.80 — 275.6 = 5.18 lb/ft p 5.18 Approximate distributed panel load [Pet] = h = = 1.48 Ib/ft2 3.5 Void ' • •natu <i nd «. • watermark. Not for ? Mast: `rmit pp n . ue No.26-3828 �T,� }� Schafer Engineering Associates Expira���r o•, •'0 , ,,Y+ i ;' , 3 of 13 For 1 - = •• O :T Pu r,:10 S.Shelley Lake Lane,Spokane Valley,WA 99037 4 , TECHNICAN PACIFIC POOLS, INC Classic Wall Panel C. Dry Backfill. Pool Empty (See Material/Installation Assumptions) Pd Total lateral dry soil load [Pd] =214.38 lb/ft Pd 214.38 Approximate distributed panel load [Pet] _ = = 61.25 Ib/ft2 h 3.5 3. Flat Plate Analysis: (7'-0" panel length governs as maximum spacing between vertical stiffeners occurs with this panel. See Calculation Assumption b.) Largest unsupported panel area: 2.67 ft x 3.5 ft Modify lateral soil load to determine actual load acting on panel parts by taking concrete bond beam into account. (Load Condition 2c governs and assumes overturning/sliding analysis requirements are met.) P' = yd x hett2 = 35 x 2.67 2 = 124.44 lb/ft 2 2 p' 124.44 Approximate distributed panel load [P'net] = = = 46.67 Ib/ft2 heti 2.67 P'�ethef2b42 46.67 x 2.672 x 3.5 2 Actual bending stress [fb] = 2 2 2 = 2 2 2 24 (hell +b4 ) 2 x 0.0720 x ( 2.67 + 3.5 ) [fb] = 20,251.40 Ib/int F.O.S. b = 31,500 .O.S. = 1.56 > 1.0OK fb 20,251.40 Void withowl signature,raised seal and color watermark. Notu$ein Master Permit Applications; Issue No.26-3828 Expire! ate.06/19/97 Schafer Engineering Associates For tion Address Only:Ted Puryear,310 S.Shelley Lake Lane,Spokane Valley,WA 99037 4 0f 13 TECHNICAN PACIFIC POOLS, INC Classic Wall Panel 4. Radial Panel Analysis: (Tensile hoop stress. Load Condition 2c governs and modified lateral distributed panel load [P'riet ] from Section 3 applies.) net Actual Tensile Stress [ft] = tp POOL SIDE FILL SIDE 46.67 x 29 x (1/12) • ft = = 1,566.36 Ib/int nek 0.0720 Ft 25,150.00 R i F.O.S. = _ = 16.06 > 1.0 OK ft 1,566.36 5. Bending along Vertical Axis at Vertical Stiffener:(See Calculation Assumption a.) 7' WIDE PANEL 7 C FLANGE ,r, 00 tp=0.072 ir 3'-6" 3'-6" ii VERTICLE 'Z' ` WEB ORIENTATION FLANGE =1.125 P' BRACE BRACE POINT 7'-0" POINT Modified lateral soil (P') from Section 3 applies: (Load Condition 2c governs.) Maximum bending moment [Ms] = 9 3 ( 2s + 2 ) 2 x 124.44 x 2.7 10.0 3.5 M. = 9 ( 2 + 2 ) = 287.39 ft-lb 287.39 x 12 Actual bending stress [fb] = MS = = 5,773.82 lb/int Se,s 0.5973 Fb _ 25,150 F.O.S. = fb 5 773.82 4.36 > 1.0 OK Void without si nature, - --• seal and color - ermark. Not for use i 'aster - it A pli�ns. 1 e No.26-3828 Expi - : 1„ • �"'q Schafer Engineering Associates For Ins i O • e ' '0 S.Shelley Lake Lane,Spokane Valley,WA 99037 5 of 13 6 TECHNICAN PACIFIC POOLS, INC Classic Wall Panel 6. Bending in the Top Channel: (8'-0" panel length governs as maximum spacing between braces occurs with this panel.) Ptop FLANGEFLANGE=1.25 III =1.2 5 WEB Pbot o II Q Ptop CHANNEL X—SECTION BRACEBRACE POINT 7'—O" POINT PLAN Modified lateral soil (P') from Section 3 applies: (Load Condition 2c governs.) p' 124.44 Load along the channel [Pt0 J = = = 41.48 Ib/ft2 3 3 2 41.48 x 8.0 2 Maximum bending moment [Mc] = Rob = 8 = 331.85 ft-lb Actual bending stress [fb] = Mc = 331.85 x 12 Se,c = 6,160.62 Ib/int 0.646 Fb 25,150 F.O.S. = = = 4.08 > 1.0 OK fb 6,160.62 Void without sig.,. ure, -. seal and color -termark. Not for use in '=ster P A.•Ii •...s. 1-- No.26-3828 Schafer Engineering Associates Expiration -. I. 19 17:° e ,3 For In-r. 4r.r 4 • ,. -• - i S.Shelley Lake Lane,Spokane Valley,WA 99037 6 of 13 1 • TECHN.ICAN PACIFIC POOLS, INC Classic Wall Panel 7. Overturning Analysis: (Moments taken about point A with concrete bond beam in place. Calculated per unit foot of wall. Load Condition 2c governs.) _ U c C ami , _ (Wc/2)+ c E Mresist = Mback + Mconc = Pb amt + Pc ami = Wd heff Wc ami + Yc tc Wc ami = 105 x 2.67 x 2 x 1.42 + 145 x 0.8 x 2 x 1.42 = 1,135.69 ft-lb �.- 2 E MOT = Msoa = Pd am2 = Yd2 h am2 2 35 x 3.5 3.5 = x 2 3 = 250.10 ft-lb E Mresist 1,135.69 F.O.S. = MOT - 250.10 = 4.54 > 1.5 OK Void ' u, ignatu - i a d o watermark. Not for •T• r. t,'•/0 For li ssue No.26-3828 Schafer Engineering Associates EXpi /0 For Instal ion Ads ess Only:Ted Pu,)-=r, 10 S.Shelley Lake Lane,Spokane Valley,WA 99037 7 of 13 • . , TECHNICAN PACIFIC POOLS, INC Classic Wall Panel 8. Sliding Analysis: (Concrete bond beam in place. Calculated per unit foot of wall. Load Condition 2c governs.) D �_ d o We -Db + :c )u c -f--, + E Presist = µ(Pb + Pc) = µ(Wd heft we + '}/c to wc) = 0.45 x ( 105 x 2.67 x 2 + 145 x 0.8 x 2 ) = 360.75 II.- yd h2 E Psliding = Pd = 2 35 x 3.5 2 _ 2 = 214.38 E Presist 360.75 F.O.S. = = = 1.68 > 1.5 OK E Psliding 214.38 / Void without 1.•natur, ised l pd co;:r l - ermark. Not for to Pr' it ppli i� ue No.26-3828 Eire • I•,, •`,7 Schafer Engineering Associates For In-'r r' on Add ,- Only:Ted Pu r-.r,3410 S.Shelley Lake Lane,Spokane Valley,WA 99037 8 of 13 TECHNICAN PACIFIC POOLS, INC Classic Wall Panel 9. Brace (Angle Section) Analysis: (Assumes concrete bond beam in place and 8'-0" panel length for maximum brace spacing.) B "TO \c),, G ANGLE r0 x 2" x 44" GA. GALVANIZED ANGLE F _fir [ems LATERAL LOAD DIAGRAM ADJUSTABLE and STATIONARY AFRAME ASSEMBLY A.) Compression Analysis: (Load Condition 2a governs.) Max force at brace level [P,] = 3 L� = 6 6.4 3 8.0 = 177.13 lb Axial Compression Force [P.] = cos A P1 = 177.13 = 371.23 lb cos ( 61.5 ) 0.4772 Actual axial stress [fa] = Pte° = 371.23 = 0.2944 1,260.96 lb/in2 kLa 1.0x44 = 109.64 Cc = 126.1 Fa = 11.72 ra 0.4013 F.O.S. = Fa = 11.720 9.29 > 1.00K fa 1.2610 Void without s;_nature ised seal and color watermark. Not for use i r/. aster a it Ippli ons. ue No.26-3828 Schafer Engineering Associates Expirat e: / j .41/0/1 For IJ= ,1 ,... Only 60 S.Shelley Lake Lane,Spokane Valley,WA 99037 9 of 13 G TECHNICAN PACIFIC POOLS, INC Classic Wall Panel Section Properties of Angle Brace —VERTICAL LEG ir b T I d 1 c b= 0.075 I = 0.0500 c= 1.000 A= 0.150 d = 2.000 -- HORIZONTAL LEG E—b > h T c 1 b= 1.9250 1 = 0.0001 h = 0.0750 Stop= 0.0018 c= 1.9625 Sbot= 0.0018 A= 0.1444 -- PROPERTIES TOTAL SECTION Ctotal = 1.4721 'total = 0.1182 Atotal = 0.2944 r r = 0.6337 k = -0.07081 la = 0.047412 ru = 0.401324 Void wit • 'signet e, l I and •• . watermark. Not fo, - n r erm' Ap i io .%slue No.26-3828 Expi ,. .y . • / •/ 1,1 Schafer Engineering Associates For I - n'••.rens ly: '-r/310 S.Shelley Lake Lane,Spokane Valley,WA 99037 10 of 13 Y fr • a 0. , TECHNICAN PACIFIC POOLS, INC Classic Wall Panel B.) Tension Analysis: (Load Condition 2c governs and modified lateral load [P'] from Section 3 applies.) 124.44 Max force at brace [Pi] = L 3 3 8.0 = 331.85 lb p1 P1 331.85 Axial Tension Force [Pa>a] = _ _ = 695.47 lb cos 8 cos (61.5) 0.4772 pax, 695.47 2 Actual axial stress [fa] = = = 2,362.35 lb/in2 0.2944 Fa 21.600 F.O.S. = fa 2.3623 9.14 > 1.0 OK Void without 'nature -,sed seal and .• • .termark. Not for u i aster - ' it ph at ns ,-ue No.26-3828 Schafer Engineering Associates For Inti• e:;•1,:-/, "' 'For In : � '- .T4ci. 0 S.Shelley Lake Lane,Spokane Valley,WA 99037 11 of 13 4� ' TECHNICAN PACIFIC POOLS, INC Classic Wall Panel • 10. Brace (Threaded Rod Section) Analysis: (Assumes concrete bond beam in place and 8'-0" panel length for maximum brace spacing.) A.) Compression Analysis: (Load Condition 2a governs.) pa` 371.23 \ I ` Actual axial stress [fa] = = = 1,890.63 lb/int , Ar 0.1963 • TURNBUCKLE A k Lr =1 x 19 = 15 2 Cc = 126.1 1T1- HEADED ROD rr 0.125 Fa = 6.46 6.46 Fa _ 3 42 > 1.0 OK TURNBUCKLE and THREADED ROD F.O.S. = fa 1.8906 AFRAME ASSEMBLY B.) Tension Analysis: (Load Condition 2c governs and modified lateral load [P'] from Section 3 applies.) pwt 695.47 2 Actual axial tensile stress [ft] = = = 3,542.02 lb/in Ar 0.1963 Ft 21.6 F.O.S. = = = 6.10 > 1.0 OK ft 3.5420 11. Steel Bolt Analysis: A.) Check Bolt Shear: (Load Condition 2c governs and modified lateral load [P'] from Section 3 applies. Refer to Section 9b of brace analysis.) pax 695.47 2 Actual bolt shear stress [ff] = = = 6,296.93 lb/in2 0.1104 Fy 10,000 F.O.S. = = = 1.59 > 1.0 OK fy 6,296.93 B.) Check Bolt Tension Stress: (Load Condition 2c governs and modified lateral distributed panel load [P'net] from Section 3 applies. Refer to Section 4 of radial panel analysis.) Maximum tensile force [T] = P'net R = 46.67 x 29 = 1,353.33 lb/in of panel depth 1,353.33 x 6 x (1/12) Actual bolt tensile stress [ft] = T S = = 6,126.64 lb Ab 0.1104 Ft 20,000 F.O.S. = = = 3.26 > 1.0 OK ft 6,126.64 Void witho ignatur =iced seal and colo watermark. Not for Mast=, rmit1A..ion -ue No.26-3828 Schafer Engineering Associates 10 S.Shelley Lake Lane,Spokane Valley,WA 99037 12 of 13 TECHNICAN PACIFIC POOLS, INC Classic Wall Panel • Material/Installation Assumptions 1. Wall panel, brace and panel/brace fastener sizes, thickness, dimensional characteristics, material properties and strengths used in these calculations were provided by Technican Pacific Pools, Inc. These calculations assume that these elements have uniform thicknesses, sizes, and material properties/strengths and that they are free of defects. These calculations cover only those elements identified herein and do not cover liners, ladders, steps, slides, decks, railings, etc. This pool system is intended to be installed only by factory trained and approved distributors/contractors. 2. Soil pressures used in these calculations constitute those soils which are in their active state and have a maximum equivalent fluid pressure equal to 35#/ft3 under non-saturated conditions and 45#/ft3 under saturated conditions. See definition of parameters section for more soil type assumptions used in these calculations. These calculations do not consider the existence of expansive or adobe-type soils, high groundwater table conditions, or adjacent uncompacted soil fill conditions. If existing site soil conditions dictate a different or potentially higher equivalent fluid pressure than those used herein, the pool Purchaser/Installer shall contact a local Geotechnical (Soils) Engineer for additional guidance and direction prior to pool installation. 3. Wall panel backfill materials shall consist of clean porous soils, free of roots and debris, installed and carefully tamped to eliminate voids, in layers not exceeding 12" thick. In addition, backfill materials shall not exceed the same equivalent fluid pressure characteristics identified in Item 2 above. Lastly, backfilling operations behind the pool panels must be performed in conjunction with the pool filling operations. Although these calculations show that backfill material can be placed behind the pool panels when the pool is empty, these pool panels should not be considered capable of independently withstanding either the pool water's lateral forces or the lateral soil forces (from behind the pool panels). 4. The pool is designed to remain full of water at all times. The pool may be damaged if the water level is allowed to drop below the pool inlet. When appreciable drawdown is noticed or if it becomes necessary to drain the pool, contact Technican Pacific Pools, Inc. or its agent immediately for instructions. Temporary shoring of the pool panels is highly recommended. 5. These structural calculations shall be considered void if not complete (pages 1 - 13) and do not contain a raised P.E. review seal, signature, and color watermark on each page. 6. Pool system is not designed for earthquake or surcharge loading (i.e., neighboring structures, vehicles, trees, equipment, etc.). 7. Finished decks and/or grades shall be constructed in accordance with the pool manufacturer's guidelines and be sloped away from the pool copings at a rate of not less than 1/4" per foot. 8. Concrete bond beam dimensions shall be 10"x 2'-0" minimum. 9. These calculations are in compliance with the following state and national codes: 1. 2000 Nationally accepted International Building Code (IBC) 2. 1999 Building Officials&Code Administrators (BOCA) 3. 1999 Standard Building Code (SBCCI) 4. 1997 Uniform Building Code (UBC) 10. Refer to the Pool Manufacture's Installation Manual for additir+8, Vsjin�Ion r grerents, guidelines, and recommendations.. Void witho signatA raised seal and cT�r watermark. Schafer Engineering Associates Not ' u-''fin Ma--r,Permlt A li tior .plssue No.26-3828 moi .y�R.if: •1t91b7 I k ��GG 13of13 For -r ,"- ress ly:t ,310 S.Shelley Lake Lane,Spokane Valley,WA 99037 . . . . . Siniolane REVIEWED FOR CODEC,(.-.).rvi .. .'\NCI:- SPOKAN - ALLE ILDING M:...7; •,N -- _ CITY COPY ' RL- Z ?- g7./ /4,„„ /64) mirk); _.?_,,__" c>"4-ed i/t/ar-,i7a6P 75 . iP,ZezAce_ /"..)/// 2 2_0 • 3 17 ac? ' r- BL 07366 310 Eqa_LEY LI! LAO-C=7 SPGKA L(Ft; L . qD3 MM a I I' 1 _ I 2-1 E r W ,- /V r z N 1 i fI , &iv- 11 _, o y f DEPT• LVED ,. P ' \-5/4" 1 i !,�- - B _. Ifk I TE: l DA 8 1 ii / /to/ //, ,-. /ei ___________- --.� �—� ' POOL WORLD WA Contractor Client _ �y Coping Facia Decking -- Registration W'*241°P l�'�Y 13524 E Sprague Ave ID Public Works Contractor Registration Spa rI Deluxe model fl Water Feature Li • Stools • Table DFire Pit • BBQ C1 Spokane, Washington 99216 Registration#13698-A 7-15/12 (509) 928-6585 • Fax (509) 928-9469 , Return Appointment ©2003 All rights reserved. Pool woad • Spokane, WA • 99216 ! www.poolworld.biz• e-mail: ted@poolworld.biz