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2006, 05-18 Permit App: 06001859 Pool Project Number: 06001.859 ' Inv: 1 Application Date: 5/18/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: CfRhG%+�W'4kd"Y2"..m.iN,HM .a_.'m'"e".ext�m:td'C�0.u:.eu.ik T3 ll.. .., ti't"-..�i•�`rt ,..,.GR, U'm".,�. .fi�ae"W w".a �,:�.«dOai�N'�X...a ttld,NM._<.Trflp('n'bY4 a .s n.,0�.ip„i�P1# ,.kh ....�A, 4,. .."Nlx.,, c. Permit Use: HEATED 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: ': 6}N1�T'"146Y n,�, '+i.Th tka:.�.er'eP_i'd Ntli N c'„a..r>;9 A�P.w...„_rt h."v4 a•,,�,a<,i:. n.,9'k,�..m3.:i5,liz t"a-�.:tA,i3'dt NH;4/s+:dAd'..�kHR:P�e;�pC". a�rl x°N9.S�s s32.tlt��a"'�5".;at�:3"dA ce :5 .�.m ae e sv 4 ;A Plat Key: Name: Range District: East Parcel Number: 45244.3103 Block: Lot: SiteAddress: 16414 E 9TH LN Owner:Name: COFFIN,JASON T&JENNA L Address: 16414 E 9TH LN Location::CSV VERADALE,WA 99037 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: 9,977 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 e � �. r Originally Released: 5/18/2006 By: TMELBOU Landuse/Zoning/HE Conditions , }qf s t` Originally Released: 5/16/2006 By: HMStinson Sewer Review 0 0,10 Per Spokane utilities Originally Released: 5/18/2006 By: amblake Operator: AMB Printed By: AMB Print Date: 5/18/2006 Project Number: 06001859 ' Inv: 1 Application Date: 05/16/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project In formation: Permit Use: HEATED 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: Name: Range District: East Parcel Number: 452443103 Block: Lot: SiteAddress: 16414 E 9TH LN Owner:Name: COFFIN,JASON T&JENNA L Address: 16414 E 9TH LN Location::CSV VERADALE,WA 99037 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: 9,977 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 !Leased` Landuse/Zoning/HE Conditions ease Sewer Review 4 ReleaSud 5AW—C-e- f?ee}( LX-441 Permits: ,,:a ,. r . .;. Po. AISMIONIENOMENIMBEMENNIFISMIMMIS Swimming Pool Contractor: LIFETIME POOLS/RANDY Firm: RANDY MELCHER MFG CO INC Address: 1410 N HOWE ST Phone: (509)995-6776 SPOKANE,WA 99212 Operator: AMB Printed By: AMB Print Date: 05/16/2006 Project Number: 06001859 Inv: 1 Application Date: 5/18/2006 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Mechanical Permit 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 GAS APPLIANCE>100,000BTU 1 NUMBER OF $15.00 GAS PIPING 1 #OF UNITS $1.00 Permit Total Fees: $16.00 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 Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Mechanical Permit $16.00 $16.00 $0.00 $16.00 Swimming Pool $54.50 $54.50 $0.00 $54.50 $70.50 $70.50 $0.00 $70.50 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: 5/18/2006 _ Permit Center Spokane 11707 E Sprague Ave,Suite 106 PERMIT NUMBER: .00.0 Valley Spokane Valley,WA 99206 (509)688-0036 FAX:(509)688-0037 PERMIT FEE: Community Development www.snokanevailev,ore Mechanical Permit Application ❑ Commercial ❑C____‘-z--Cild Residential �j l,,�, .- SITE ADDRESS: /`F-'Y-/ T E. (7 t1-4--- - `� 5w© CI014'41".2-- Building �Y Building Owner y Name: Phone: ( 2 (0r6-1-4-7.- -7Qn. Fax: Address: (o / cf t: - (>� (�� City• ?�'►�9� J_'+ ""' State: Zip: 19 p 3 7 Contractor ' `,':, - f d"' �� - t Name: 7 �H�r"l Phone: c--3 - ` L U I / A Fax: 1-3c/' 2-S ./ Address: 4 Ilk ( © I 1-1- wp c j City: 1,! State: C_up_ . Zip, g21 License No: Li FE 7-- p - q CS- j© City Business Lic: z 8'e S-S- 04/-22- Contact Contact _ _ _ Name: _...-71.e-ia-rel. (Phone: Cl 0 / -( R / 7 DESCRIPTION OF ORK #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 = /ti. 4 0 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 = /. 0 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 OCASH 0 CHECK ElVISA 0 MC EXPIRES: PROCESSING FEE $35.00 , CARD#. VIN: TOTAL PERMIT FEE DUE: J�l O0 AUTHORIZED SIGNATURE: REVISED 826/05 Permit Center Spo"ka`n7e 11707 E Sprague Ave,Suite 106 • Valley PERMIT NUMBER: • Spokane Valley,WA 99206 (509)688-0036 FAX:(509)688-0037 ' Community Development www.spokanevallev.ore PERMIT FEE: Plumbing Permit Application n 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 #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,ONSITE BUILT X $6.00 = LAVS/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 0 CHECK 0 VISA 0 MC EXPIRES: $35.00 Card# VIN: TOTAL PERMIT FEE DUE: AUTHORIZED SIGNATURE: REVISED S/26/05 ---------r— - -- --- -- - - --~'—~------~------ ' -----~----- t.�| � , 0 / �� ! } L�- ~~~� | ^ -°� . --- ` -\ -�~ , | ` | - ` � _____ | ^ � ' / i | | . � `~� -� 1 ....,:i ht.,i .. ` *�. ! ) � 4 r c';'-1,| \ p\ | � PROVED I PLANNING & � »� � i 70 ,! : , - //p I' i 1 j , • | K�� � �� � ~ k� " | °~^ ` � V | | ~�~ tc | ^_} | �� 0~ / ~~� � " , | / ) \ ` \/ . �� _' ! � ' -^^ [ } , `~+— 1i /� ! � ~ ��-� \P � `~___ / - V | `d - K ! ` �� 0/ N ^ �u o _ __- i q, (z ~- + O /x----- } -•-- __ ~-_ _ - `^ __--_ _ _'_ __ • WALL PANEL AND BRACE CALCULATIONS FOR 42" HIGH, TRILLIUM WALL PANEL (Pages 1-14) Prepared for: LATHAM PLASTIC MOLDING CORPORATION 787 WATERVLIET-SHAKER ROAD LATHAM, NEW YORK 12110 Prepared By: iiIIIIII� SCHAFER ENGINEERING ASSOCIATES 1885 State Street 111111111 Schenectady, New York 12304 Phone: (518) 393-4767 Fax: (518) 393-3510 Void wit , ,!natur ,.teed I. • • - ermark. Not for � -= Jit •• •. l ue No.26-4033 r i`. '107 On . ion Address:Jason Coffin,16414E 9th Lane,Spokane Valley,WA 99037 1 LATHAM PLASTIC MOLDING CORP. . 42" High, Trillium Wall Panel Calculation Assumptions: a.) The 6 foot long wall panel is the longest panel used with this pool system and contains the largest spacing between horizontal and vertical panel stiffeners. All other panels are shorter in length and have horizontal and vertical stiffener spacing no greater than that of the 6 foot long wall panel. Full height vertical stiffeners considered only. b.) The concrete pour at the base of the wall (i.e., bond beam) provides a minimum of 8" 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 Ib/ft3 Ww (unit weight of saturated soil) 135 lb/ft3 40 (soils interior angle of friction) 30 degrees Ka (lateral active soil coefficient) = tan2 (45_02) 0.333 yd (equivalent active unit weight of dry soil) = Ka Wd 35 lb/ft3 yd (equivalent active unit weight of saturated soil) = K.W. 45 lb/ft3 IA. (unit weight of water) 62.4 lb/ft3 µ (friction factor between soil and concrete) 0.45 Material Properties and Dimensions: Panels/Stiffeners/Channels/Braces Fb (allowable bending stress of polymer) 4,500 lb/in2 Ft (allowable tensile stress of polymer) 1,800 lb/in2 Fy (allowable shear stress of polymer) 1,800 lb/in2 Fa (allowable compression stress of polymer) 3,300 lb/in2 tp (thickness of panel, stiffener) 0.250 in h (height of panel) 3.5 ft hw (depth of water) 3.0 ft he (effective height of panel) 2.83 ft R (maximum radius of panel) 10 ft L. (effective height/length of stiffener = h.t) 2.83 ft d (nominal depth of stiffener) 4.0 in L (maximum bracing spacing) 6.0 ft bbib (panel tributary width to vertical stiffeners) 1.50 ft Void without i'e natur , sed I termark. Schafer Engineering Associates Not for a it ppf. . I=;ue No.26-4033 1 of 14 Expi : 7 •1 I- 'on Address:Jason Coffin,16414 E 9th Lane,Spokane Valley,WA 99037 LATHAM PLASTIC MOLDING CORP. • 42" High, Trillium Wall Panel Concrete Bond Beam F. (compressive strength of concrete) 2,500 lb/in2 t. (thickness of base pour) 8.0 in we (width of base pour) 2.0 ft Yo (unit weight of concrete) 145 Ib/ft3 Nylon Bolts Ft (allowable tensile stress) 11,200 lb/in2 Fy (allowable shear stress) 8,700 lb/in2 Void with. at e, -- 1 a «. • ermark. Not for nit y '� • r No.26-4033 Schafer Engineering Associates Expiration at :06/19/97 Only For In allat Address:Jason Coffin,16414 E 9th Lane,Spokane Valley,WA 99037 2 of 14 LATHAM PLASTIC MOLDING CORP. •• 42" High, Trillium Wall Panel Analyses: 1. General Panel Configuration 1------.---f-- f 1 -- .,,_Z y 12 y 12 / 12 y 12 12 12 r / y 'I \ \ I I I N •i 3/8" x 4" WIDE M :: ' 1:\---). . . . .( ..a. \ \ 6'-O" J( 2. Loading Conditions: (Calculated per unit foot of wall.) A. Dry Backfill. Pool Full /\/ \ v Pd PW _3 )% lc 35 x 3.5 yd x h2 2 Total lateral dry soil load [Pd] = 2 = = 214.38 lb/ft 2 yW x hW2 62.4 x 3.0 2 Total lateral water load [Pw] = 2 = = 280.80 lb/ft 2 Total lateral load per unit length [P] = PW- Pd = 280.80 — 214.38= 66.43 lb/ft P 66.43 2 Approximate distributed panel load [Peet] = h = 3.5 = 18.98 ib/ft 'Void •A i9 u I ,ncjt .'•)oratermark. Schafer Engineering Associates .Not for. ��e p ue No.26-4033 3 of 14 Expi • e:06//07 Only For nstal ion Address:Jason Coffin,16414 E 9th Lane,Spokane Valley,WA 99037 LATHAM PLASTIC MOLDING CORP. • 42" High, Trillium Wall Panel B. Saturated Backfill, Pool Full Ps PW Total lateral saturated soil load [P5] = y`x h2 _ 45 x 3.5 = 275.63 lb/ft 2 2 Total lateral load per unit length [P] = PW - P. = 280.80 -- 275.6 = 5.18 lb/ft 5.18 Approximate distributed panel load [Pnet] = h = 3.5 = 1.48 Ibfit2 C. Dry Backfill, Pool Empty (See Material/Installation Assumptions) Pd Total lateral dry soil load [Pd] =214.38 lb/ft Pd 214.38 2 Approximate distributed panel load [Pn t] = = = 61.25 Ib/ft h 3.5 Void , rfii,w gn,yy ,= rai I •for watermark. Schafer Engineering Associates Not 171* • ' "! it ••;•!"7., Issue No.26-4033 4 of 14 • : e: '• 19/0 'fly V or I -Illation Address:Jason Coffin,16414 E 9th Lane,Spokane Valley,WA 99037 LATHAM PLASTIC MOLDING CORP. • 42" High, Trillium Wall Panel 3. Flat Plate Analysis: Largest unsupported panel area 1 x b: 21" x 24" - upper section of 6'-0" panel governs. (Ignore smaller horizontal and diagonal stiffeners in panel - lower flat plate area assumed supported by concrete bond beam. See Calculation Assumption b.) 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 h2 = 35 x 2.832 = 140.49 lb/ft 2 2 P' 140.49 2 Approximate distributed panel load [Pine] = herr = 2.83 = 49.58 ib/ft P'net/2b2 49.58 x 1.752 x 2.002 Actual bending stress [fb] = = 2 z 2 242(12+b2) 2 x 0.250 x ( 1.75 +2.00 ) [fb] = 688.02 Ib/int 4,500 F.O.S. = f b = 688.02 = 6.54 > 1.0 OK 4. Radial Panel Analysis: (Modified lateral distributed panel load P'net from Section 3 applies) a. Compression Scenario Pine R FILL SIDE Actual compression stress [fa] = POOL SIDE tp F'„ek 49.58 x 10.0 x =2)(1/1 R fa = 165.28 Ib/int , 0.2500 3,300.00 F.O.S. = f a = = 19.97 > 1.0 OK 165.28 1 Void igat e,' sea a •watermark. Schafer Engineering Associates Not for 1i_ ,,f st r -e it • , . -_ No.26-4033 Expi . ion )`e: .'o t2 9/07 On Fo l Insta ation Address:Jason Coffin,16414 E 9th Lane,Spokane Valley,WA 99037 5 of 14 LATHAM PLASTIC MOLDING CORP. 42" High, Trillium Wall Panel b. Tension Scenario Pine R Actual tension stress [ft] = tp POOL SIDE 49.58 x 10.0 x(1/12) FILL SIDE ft = = 165.28 Ib/int P net 0.2500 Ft 1,800.00 R ' F.O.S. = ft = = 10.89 > 1.0 OK 165.28 5. Bending along Vertical Axis at Vertical Stiffener: (Assumes end fixity at flanges and ignores horizontal stiffeners.) Modified lateral soil load (P') from Section 3 applies: (Load Condition 2c governs.) \/W b trib \\\ b ff Bl p P ^ U VERTICLE RIB ORIENTATION 2P'L5bib = 2 x 140.49 x 2.83 1.50 Maximum vertical stiffener moment [M5] = 9 -3 9 IT M. = 76.60 ft-lb 76.60 x 12 Actual bending stress [fb] = S 5 5 ----- = 872.06 ib/int 1.054 4,500 F.O.S. = fb =b 872.06 = 5.16 > 1.0 OK Void 1 u -i — a , co•r /In/lark.Not for i. .;;•i P .•• - ,•I No.26-4033 Schafer Engineering Associates Expiration Bat:.i!• 1•�I Only Fo Ins ' Address:Jason Coffin,16414 E 9th Lane,Spokane Valley,WA 99037 6 of 14 • LATHAM PLASTIC MOLDING CORP. 42"High , Trillium Wall Panel Section Properties of Vertical Stiffener -- PROPERTIES OF WEB 1 rb I Tc —j b, b= 0.250 1 = 1.3333 b1 = 0.250 Stop= 0.6667 c= 2.000 Sant= 0.6667 d= 4.000 A= 1.000 -- PROPERTIES OF FLANGE �b _..—. _ I h b= 2.000 I = 0.0052 h= 0.250 Stop= 0.0417 c= 3.875 Seot= 0.0417 A= 1.0000 -- PROPERTIES TOTAL SECTION Cti = 2.9375 'total = 3.0964 Stop= 2.9142 Stmt= 1,0541 Void gn• ur- r#i I nd • ermark. Schafer Engineering Associates Not for ;( i err ' " `i' a No.26-4033 7 of 14 Expi = •: e:06114 I7 Only or I 'on Address:Jason Coffin,16414 E 9th Lane,Spokane Valley,WA 99037 qJ . LATHAM PLASTIC MOLDING CORP. • . 42" High, Trillium Wall Panel 6. Bending along Horizontal Axis at Top Horizontal Flange: (6'-0" panel length governs as maximum spacing between braces occurs with this panel-ignores horizontal stiffeners.) Ptop "‘-).- I� N Ptop Q 41 0 - ,..— ------- Pb ,,ot 44 II w Ptop PANEL TOP A I FLANGE 6'-0" i Modified lateral soil (P')from Section 3 applies: (Load Condition 2c governs.) 140.49 Load along the top flange [Ptop] = 3 3 = 46.83 ib/tt2 Ptop L 2 46.83 x 6.0 2 Maximum bending moment [Mf] = = = 210.73 ft-lb 8 8 Mf 210.73 x 12 Actual bending stress [fb] = S = = 1,879.83 lb/in2 1.345 Fb 4,500 F.O.S. = fb 1,879.83 = 2.39 > 1.0 OK Void without,"•nater , sea -nd co . ermark. Schafer Engineering Associates Not for Mash r�"'"` ppi 7' ! ,j ue No.26-4033 Expirat f -e; . F'."r-I•n Address:Jason Coffin,16414 E 9th Lane,Spokane Valley,WA 99037 8 of 14 l • ' LATHAM PLASTIC MOLDING CORP. 42" High, Trillium Wall Panel Section Properties of Top Flange -- PROPERTIES OF WEB 1 lo--- b d c i �I t4-- bt b= 0.375 I = 2.0000 b1 = 0.375 Stop= 1.0000 c= 2.000 Spa= 1.0000 d = 4.000 A= 1.500 -- PROPERTIES OF FLANGE < b--1 I,==.-&%1":.-Itzz: -.=f— -h c b= 2.000 I = 0.0026 h = 0.250 Stop= 0.0208 c= 3.875 Spot= 0.0208 A= 0.5000 -- PROPERTIES TOTAL SECTION Ctotat = 2.4688 Itotal = 3.3210 Stop= 2.1688 Spot= 1.3452 Void with.L, . r- a d do ermark. Schafer Engineering Associates Not for i - --rm pi' No.26-4033 9 of 14 Expiration 0 e:06/1',07 Only For I II on Address:Jason Coffin,16414 E 9th Lane,Spokane Valley,WA 99037 LATHAM PLASTIC MOLDING CORP. • 42" High, Trillium 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.) � � d • WET \ 0 •Qm1 = (WC/2)+ C E Mresist = Mback + Moon = Pb amt + Pc ami = Wd heft We amt +yc tc We ami = 105 x 2.83 x 2.0 x 1.33 + 145 x 0.67 x 2.0 x 1.33 = 1,051.11 ft-Ib ydxh 2 E MOT = Maoii = Pd am2 = 2 amt 2 35 x 3.5 3.5 x 2 3 = 250.10 ft-lb E Mresist 1,051.11 F.O.S. = MOT = 4.20 > 1.5 OK E 250.10 Void Wit . r-ur ,�i¢ed I n,�,Ibglo watermark. �p `t�. � Schafer Engineering Associates Not for ; I •: .Ague No.26-4033 Expirat. R- e:06/'/07 Only For gstaliation Address:Jason Coffin,16414 E 9th Lane,Spokane Valley,WA 99037 10 of 14 LATHAM PLASTIC MOLDING CORP. 42" High, Trillium Wall Panel 8. Sliding Analysis: (Concrete bond beam in place. Calculated per unit foot of wall. Load Condition 2c governs.) —� Pd Wey Pc (Pb + Pc )u E PrBSist = µ(Pb + Pc) = µ(Wd heffwc +yc tc wc) 0.45 x ( 105 x 2.83 x 2.0 + 145 x 0.67 x 2.0 ) = 354.75 lb =► yd h2 E Pwiding = Pd = 2 35 x 3.5 2 _ 2 = 214.38 lb 354.75 F.O.S. = E P5 214.38= = 1.65 > 1.5 OK ! E 0 Void g - u e, sea -n9. watermark. Schafer Engineering Associates Not for,} f;= it p '•=, , No.26-4033 .. r,- e: 019/07 Only For nstat at'ion Address:Jason Coffin,16414 E 9th Lane,Spokane Valley,WA 99037 11 of 14 . LATHAM PLASTIC MOLDING CORP. 42" High, Trillium Wall Panel 9. Brace Analysis: (Assumes concrete bond beam in place, 6'-0" panel length for maximum brace spacing and concrete fill within brace section.) 2-sir \ C P � �----- •Brace extension attaches'I' brace to wall panel. % P p I [ill- �` •Brace extension bolts to wall P, panel and fastens to brace 3-<- with shear tabs and fiberglass ��A P° rod. • P ___.\ \ ��\� s Fiberglass rod only holds \ \ III.co WAIN t4 shear tabs in place and is not \ nn 1 1 uii subject to shear. LATERAL LOAD "I" BRACE DIAGRAM DISTRIBUTION DIAGRAM +- /- m�, ., 1l I A Li = 0.083 L2 = 0.583 Total lateral dry soil load per unit length [Pd] = 214.38 lb/ft L3 = 0.583 L4 = 0.583 L5 = 0.583 L6 = 0.250 Max force at brace [P0,...)] = P x Lc = 214.38 x 6.0 = 1,286.25 lb P1 thru P4 = resultant panel reactions at bolt connections using Pcbw, ID, = 14.75 lb P2 = 81.58 lb P3 = 152.96 lb P4 = 224.33 lb P5 = 203.98 lb Check brace shear tabs: (Area = A = 2 x 0.52 = 0.5 in2) P4 224.33 Actual shear stress in tab [fv] = = = 448.66 Ib/int A 0.5 1,800 F.O.S. = fv = 448.66 4.01 > 1.0 OK v Void witho = ,natur , ' seal a •co•• -- ermark. Schafer Engineering Associates Not for - • ..-t Pp k ppr.= i• r ue No.26-4033 12 0114 4.' .1I.:. •1s_ 9107 0'I - ,,. . - - ion Address:Jason Coffin,16414 E 9th Lane,Spokane Valley,WA 99037 9 . LATHAM PLASTIC MOLDING CORP. 42" High, Trillium Wall Panel 10. Nylon Bolt Analysis: 3/8"( nylon bolts; Area = A = 0.11 in2) A.) Check shear in bolt at brace to panel connection. (Load Condition 2c governs. Refer to Section 9 of brace analysis.) P4(maximum panel reaction at fastener connection) = 224.33 lb p4 224.33 2 Actual bolt shear stress [ff] = = = 2,039.38 lb/in2 0.11 Fy 8,700 F.O.S. = = = 4.27 > 1.0 OK L 2,039.38 B.) Check bolt tension at panel to panel connection. (Load Condition 2c governs. Refer to Section 4 of radial panel analysis.) Bolt spacing [s] = 7.00 in Maximum tensile force [T] = P'net R = 49.58 x 10.00 = 495.8333 lb/ft of panel depth T x s 495.83 x 7.00 x (1/12) = 2,629 42 Ib/int Actual bolt tensile stress [ft] = = Abon 0.11 Ft 11,200 F.O.S. = ft = 2,629.42 = 4.26 > 1.0 OK S /1 Void si, =;/�se►I a�Ad;t�o•r watermark. Nott 0 =, = P A .. . -=-= - No.26-4033 Schafer Engineering Associates Expi r= e: s A 19/07 Only F, I - Ration Address:Jason Coffin,16414E 9th Lane,Spokane Valley,WA 99037 13 of 14 LATHAM PLASTIC MOLDING CORP. • 42" High, Trillium 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 Latham Plastic Molding Corp. 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 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 waters 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(s). When appreciable drawdown is noticed or if it becomes necessary to drain the pool, contact Latham Plastic Molding Corp. 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 - 14) 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 8"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 additional restrictions, requirements, guidelines, and recommendations. x" 1 P4 i x Schafer Engineering Associates Void s - ,`, ' 9r watermark. Not f ''=_ P ! F. issue No.26-4033 14 of 14 Expiratio Date: $ 19/07 Only F Installation Address:Jason Coffin,16414 E 9th Lane,Spokane Valley,WA 99037 MINIMUM SLOPE OF 1 /2" PER FOOT AWAY FROM POOL EDGE FOR A MINIMUM OF 10' SLOPE MAY BE 1 /4" PER FOOT WHEN ALL VERTICAL CONCRETE DECK IS INSTALLED --F_*'‘ . . , < < 4 4 4 .� DIMENSIONS ARE TO o L FINISH GRADE AND BACKFILL ARE TAKEN FROM III III III III III II o O o LINER BEAD TRACK 11,„111„,111„,111„,111,111114 =11=11 = a az 1 T1 1 a 3 - 4 - WO ow a co Q HO I I o C o J W U °'= z "' �:. 1 4- + 4- F W a0. � i}a}a+p �o (n Q Q pW 21 CONCRETE +` '�'+4-' +`+'�-� / TOP OF MASON SAND W Z �o aN`� BOND BEAM �I-11 _='I 1711=MTI 1"_ OR POOL BASE w a a _o wg I�— �_ — 1 1 /2" MINIMUM ni �� � W 111= 411_= 111 w > >r s= CW „ WU TIL-=FR= (TAMP AND TROWEL) a m _ o ,, _� 1 - .i....2ti N Y_ R f'Q V �III111111 -JZw y m.'"v 1-, ,11111 1 gE. �,.e. am -y§=-M =III � Q `o 111-4114_,_,=_ F- F- . .i,: ..` ,,,. .. Unz �a 'a._ UNDISTURBED EARTH 1-=—MIT" CC _ ci a 'llIII- I- I- n &a N3 „ ,y `SI O y .0 07 PN7091 o Z h 1-BRACE B RAC L D -TA L FILE NAME: !BRACE Latham International—Pacific bUOblb,3/2 n 3) :O I - • Perimeter 92'-7" Pool Area 509 Sq.Ft. Pool Type Capacity- Pool 18,458 II Gallons Trillium_ Z-7 3/ . STANDARD PANEL LAYOUT 32' 6' 0 az • USE PACKSRACE AT PANEL JOItTS AS Si4O' N (PJARKE.) X) �T? OF BOARD - AEOVE POINT "A" -POINT A-- WATERLINE 32' 2'-11" 3._4" NIMU4 DEPTH ay\�µ BELOW FONT A' , -2'-7 3/S' I4 Meets ANSI/(SPI and -'99 BOCA odes 16' -x 32' RECTANGLE Paget of 2 _ TR -1502 CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS Sraam 0000Van REV17'''‘;7.0 FOP C DE COMPL!A' VALL:` BULO G