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2007, 06-15 Permit App: 07002297 PoolProject Number: 07002297 Inv: I Application Date: 6/15/2007 Pagel of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Proiect Information: Permit Use: 16 X 32 INGROUND 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: 005950 Name: SPRINGFIELD ADD AT AUTUMN CREST District: East Parcel Number: 45261.5704 Block: Lot: SiteAddress: 1807 S ST CHARLES RD Owner: Name: NIELSEN, MATTHEW P & DUSTY Location:: CSV Zoning: UR -3.5 Urban Residential 3.5 Water District: 010 VERA Area: 10,000 Sq Ft Width: 80 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: Address: 1807 S ST. CHARLES RD SPOKANE VALLEY, WA 99037 Hold: E Depth: 125 Right Of Way (ft): 60 Review Building Plan Review Released By: Septi Originally Released: 6/15/2007 By: TMELBOU Landuse/Zoning/HE Conditions Originally Released: Permits: Released By: 6/15/2007 By: MBASINGE Operator: JD Printed By: JD Print Date: 6/15/2007 Project Number: 07002297 Inv: I Application Date: 6/15/2007 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: POOL WORLD INC Address: PO BOX 14927 SPOKANE, WA 99214 Mechanical Permit - Firm: POOL WORLD INC Phone: (509) 928-6585 Item Description Units Unit Desc Fee Amount GAS APPLIANCE >I00,000BTU 1 NUMBER OF $15.00 GAS PIPING 1 # OF UNITS $1.00 Permit Total Fees: $16.00 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: Payment Summary Permit Tyne 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: JD Printed By: JD Print Date: 6/15/2007 _ Permit Center Spo" kan� 11707 E Sprague Ave, Suite 106 Vdlley Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 Community Development www.spokanevallev.ory Mechanical Permit Application ❑ Commercial SITE ADDRESS: 5- 190-7 0% S PERMIT NUMBER: PERMIT FEE: Residential Building Owner DESCRIPTION OF WORK # OF UNITS X Name: 14t.0 = TOTAL AMOUNT Phone y3 -16 Fax: Address: do') 5 S City: State: Zip: �, Contractor FUEL BURNING APPLIANCE More than 100,000 X Name: - (71✓ Phone: -b �-IL� Fax: Address: ' City: State: Zip: (� G License No: Q_ (` City Bu ness Lic: X Contact - 5 USED APPLIANCE SEC min. AFUE ratio Name: X Phone: - DESCRIPTION OF WORK # OF UNITS X COST = TOTAL AMOUNT 1 FUEL BURNING APPLIANCE Equal to or less than 100,000 X $12.00 - 2 FUEL BURNING APPLIANCE More than 100,000 X $15.00 - (71✓ 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 SEC min. AFUE ratio Equal to or less than 400,000 X $50.00 - 6 USED APPLIANCE SEC min. AFUE matin 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 BOILERIREFRIGERATION 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 POES 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 It 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[ICHECK *VISA [IMC CARD #: TTT��� AUTHORIZED SIGNATURE: REVISED W6/05 EXPIRES: VIN: SUBTOTAL PROCESSING FEE TOTAL PERMIT FEE DUE: 0a $35.00 C% .,Pool Worltl Pools, Spas, Service and Accessories June 14, 2007 City of Spokane Valley Building Department 11707 East Sprague Avenue, Suite 106 Spokane Valley, Washington 99206 Attention: Plan Review - Pools Re: Swimming Pool Permit Matt / Dusti Nielsen 1807 S St. Charles Spokane Valley, Washington 99037 Dear Sir or Madam: WebSite: www.pootworld.biz E -Mail Address: service@poolworld.biz Here is the signed, stamped original set of plans for the Nielsen job. Thank you. Best personal reg ds, Mark W. Henderson MWH:kao Enclosures a mems i anecrnft ��i �° Quality Products and Dependable Service Since 1976sP4 ,k POOL Pool World Inc. Mailing Address: P. O. Box 14927 • Spokane, WA 99214-0927 Coeur d'Alene Store Spokane Valley Store Northside Spokane Store Central Spokane Store 235 W. Sunset Ave. 13524 East Sprague Avenue 9111 North Country Homes Blvd. 4808 East Sprague Avenue Coeur D'Alene, ID 83815-8305 Spokane, WA 99216-0888 Spokane, WA 99218-2068 Spokane, WA 99212-0811 (208) 765-5220 (509) 928-6585 (509) 466-8220 (509) 534-4833 Fax: (208) 676-1430 Fax: (509) 928-9469 Fax: (509) 468-2167 Fax: (509) 535-4059 Toll Free (800) 876-4340 Washington State Contractor's Reg. #: PO -OL -WI -*241 CP - Idaho Public Works Contractor's Reg. #: 13698-A-4(47) LU L11 -72 Client InAT MEL. <(:W Pool Spa ❑ Deluxe model Return Appointment PUpI A DEPT. APPROVED DATE: MA 1t' f DV TI A6LsEnl I ?011 S. �T e 9 A X_ U_- 5-- W_41V& V:•i; LLEL/ ( I /14 6110311 501 Kris -5155'2--- Client 53 s2--- - -i - — -- -- - -- WA C-1— Coping Facia Decking POOL WORLD RRdegii—slrnImion NM PI Oib-YOL-WI.24 1CP 1C7"'I'13524 E Sprague Ave AIZI Water Feature ❑ Bar • Stools • Table ❑ Fire Pit • BBQ CI Spokane, Washington 99216 (509) 928-6585 • Fax (509) 928-9469 ©2009 All rights reserved. Pool World • Spokane, WA • 99216 www,poolworld.biz• e-mail: tedQpoolworld.biz 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 a mar- 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 IIB. '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. Z,r,R 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. SWIMMING POOLS. Any structure intended for swimming, recreational bathing or wading that contains water over 24 inches (6 10 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- 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 mm). —109.4.1.7 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- nnna 11JTCCIMAr1AKIAI 4Iw nIA1!_ nrmmirtl 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. 559 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: SCHAFER ENGINEERING ASSOCIATES 1885 State Street Schenectady, New York 12304 Phone: (518) 393-4767 Fax: (518) 393-3510 Void without signature, raise se and color watermarks. Not for use in Master Perms A; tions. Issue No. 27-5201 Expiration Date: 06/19/09 For Installation Address Only: Matt and Dusti Nielsen, 1807 S St. Charles, Spokane Valley, WA 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 Ib/ft3 WW (unit weight of saturated soil) 135 Ib/ft3 (D (soils interior angle of friction) 30 degrees Ka (lateral active soil coefficient) = tan (45-(D/2) 0.333 7d (equivalent active unit weight of dry soil) = Ka Wd 35 Ib/ft3 7s (equivalent active unit weight of saturated soil) = KaWW 45 Ib/ft3 7- (unit weight of water) 62.4 Ib/ft3 It (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 Win Fb (allowable bending stress of cold -formed steel) 25,150 Ib/in2 Fb,pate (allowable bending stress of cold -formed plate steel) 31,500 Win Ft (allowable tensile stress of cold -formed steel) 25,150 Win 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 haff (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 L5 (effective height/length of stiffener = heff) 2.67 ft d (nominal depth of stiffener) 5.0 in L (maximum brace spacing) 8.0 ft Sa,s (section modulus of stiffener) 0.5973 in bs (maximum unsupported length between stiffeners) 10.0 ft Se,. (section modulus of channel) 0.6464 in Void witho4ignatule,: raised sea, and cAor watermarkl. Schafer Engineering Associates Not for.us� in Master Oerrn t Applioation5' Issue No. 27-5201 Expir j n,bat : 0619/09 ) 1 o 13 For I sal � dres�'Ortly ,.N}aRt d,Dyisti Nielsen, 1807 S St. Charles, Spokane Valley, WA V V TECHNICAN PACIFIC POOLS, INC Classic Wall Panel A307 Steel Bolts Ft (tensile stress of the bolt) 20,000 Ib/int F, (shear stress of the bolt) 10,000 Ib/int s (bolt spacing) 6 in db (bolt diameter) 0.3750 in Concrete Bond Beam F'C (compressive strength of concrete) 2,500 Ib/in2 t, (thickness of base pour) 10 in wc (width of base pour) 2.0 ft 7C (unit weight of concrete) 145 Ib/ft3 am (moment arm) See Calculations Angled Braces/Rods F, (minimum yield stress of steel) 36,000 Ib/in2 Fa (allowable axial stress) 9th Ed. ASD pp. 3-16 ra (radius of gyration of angle) From Spreadsheet Aa (area of angle) From Spreadsheet La (maximum length of angle) 44 in L, (maximum length of rod) 19 in dr (rod diameter) 0.500 in r. (radius of gyration of rod) 0.125 in k (effective length factor) 1.0 Analyses: 1. General Panel Configuration ------------ --- - - - - - . 3'-0" PANEL EO. EO. EO. 8'-0" PANEL 4'—O" PANEL 5 —0" PANEL 6'-0" PANEL o. E.O. 7'-0" PANEL :4 CLASSIC WALL PANf Void without sign ur ,raised sea, an94lor watermarkl. Not for use in Ma t e it A{pplicatibrjs. Issue No. 27-5201 Schafer Engineering Associates Expiration Date: 11 For InsT llation Address Only: Matt. and 6usti Nielsen, 1807 S St. Charles, Spokane Valley, WA 2 of 13 v TECHNICAN PACIFIC POOLS, INC Classic Wall Panel 2. Loading Conditions: (Calculated per unit foot of wall.) A. Dry Backfill, Pool Full Total lateral dry soil load [Pd] = 7d x h2 _ 35 x 3.5 2 - = 214.38 Ib/ft 2 2 Total lateral water load [PW] = 7. x h.2 - 2 2 62.4 x 3.0 2 = 280.80 Ib/ft Total lateral load per unit length [P] = PW - Pd = 280.80 — 214.38 = 66.43 Ib/ft Approximate distributed panel load [P,et] = P = h B. Saturated Backfill, Pool Full r \ ysxh2 Total lateral saturated soil load [Ps] = _ 66.43 18.98 Ib/ft2 3.5 J 3 W 45 x 3.5 2 = 275.63 Ib/ft L Total lateral load per unit length [P] = PW - Ps = 280.80 — 275.6 = 5.18 Ib/ft Approximate distributed panel load [P.et] _ P 5.18_ = 1.48 Ib/ft2 h 3.5 Void wjthoLA signatul raised sea, andAlor watermarkl. Not f Ou6e in Master,P//e�r it Applicati,,dn Issue No. 27-5201 Schafer Engineering Associates Expiration Date: 06119rQ9� 3 of 13 For Installation Address Only�attprfd qusti Nielsen, 1807 S St. Charles, Spokane Valley, WA 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 Ib/ft Approximate distributed panel load [Pet] _ Pd _ 214.38 = 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.) yd x heff2 35 x 2.67 2 P' = ft = — = 124.44 Ib/ 2 2 Approximate distributed panel load F-1_ p, 124.44 _ = 46.67 Ib/ft2 heff 2.67 2 2 P'.etheff2b42 46.67 x 2.67 x 3.5 Actual bending stress [fb] _ = 2 2 2 2t, (hell +b4) 2 x 0.0720 x ( 2.67 + 3.5 ) [fb] = 20,251.40 Ib/int F.O.S. = fb = 31,500 = 1.56 > 1.0 OK 20,251.40 Void without4ignatu , raised sea, and cgJor watermarkl. Not for use in Mast r Permill Ap licatio Issue No. 27-5201 Expiration Date; 06V1 9/09 r For Installation Address Only:°i* ti Nielsen, 1807 S St. Charles, Spokane Valley, WA Schafer Engineering Associates 4of13 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'net ] from Section 3 applies.) Pnet Actual Tensile Stress [ft] = t P 46.67 x 29 x ( 1/12) 2 f� - - 1,566.36 Ib/in - � 0.0720 25,150.00 R F.O.S. = f` _ = 16.06 > 1.0 OK f 1,566.36 5. Bending along Vertical Axis at Vertical Stiffener:(See Calculation Assumption a.) 7' WIDE PANEL i — 7'-0" 3'-6T"3'– 6" VERTICLE 'Z' ORIENTATION P' BRACE 7'-0" POINT r FLANGI oo tp=0.07- 4 WEI; FLANGE Modified lateral soil (P') from Section 3 applies: (Load Condition 2c governs.) Maximum bending moment [Ms] = 9P� ( 2s + 2 ) MS - 2 x 124.44 x 2.7 10.0 3.5 ( + ) _ 287.39 ft -Ib 9� —3 2 2 Actual bending stress [fb] = Ms = Se,s 287.39 x 12 0.5973 = 5,773.82 Wine f25,150 F.O.S. = b = 5,773.82 = 4.36 > 1.0 OK b Void w(ithorqt signature, raised sea, ano for watermarkl. Not fo 4e in Master Permit Appl6ti67. Issue No. 27-5201 Expi�a�ion,Q ;.b.6/18109 � ', f. For Instillation Alpdress Only: ` Matt nd Justi Nielsen, 1807 S St. Charles, Spokane Valley, WA Schafer Engineering Associates 5of13 M TECHNICAN PACIFIC POOLS, INC Classic Wall Panel Bending in the Top Channel: (8'-0" panel length governs as maximum spacing between braces occurs with this panel.) Pbot d=5 FLANGt / FLAN GE=1.25 =1.25 WEB 0 0 I I Ptop CHANNEL t i j j X—SECTION 11 AC! 7'-0" N7 PLAN' Modified lateral soil (P') from Section 3 applies: (Load Condition 2c governs.) Load along the channel [R.,] _ p1 124.44_ = 41.48 Ib/ft2 3 3 2 Maximum bending moment [Mc] = Ptop Lc = 41.48 x 8.0 = 331.85 ft -Ib 8 8 Actual bending stress [fb] = W _ Sec 331.85 x 12 F.O.S. = fb 25,150 = - 4.08 > 1.0 OK 6,160.62 Void witho signatu(e�, raised sea, and color watermarkl. Not for, us m Master Per it ARplicatio W Issue No. 27-5201 Expiraiii // For In�fa Hoare ly:.Matt4sti Nielsen, 1807 S St. Charles, Spokane Valley, WA = 6,160.62 Ib/int Schafer Engineering Associates 6of13 TECHNICAN 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.) f Y- Mresist = Mback + Mconc = Pb am, + Pc am, = Wd hell we am, + yc tc We am, 105 x 2.67 x 2 x 1.42 + 145 x 0.8 x 2 x 1.42 = 1,135.69 ft -Ib +► ydxh 2 Y- MOT = Msoa = Pd amt =2 am2 2 35 x 3.5 = x 2 = 250.10 ft -lb 3.5 3 Mresis, 1,135.69 F.O.S. _ _ = 4.54 > 1.5 OK E MOT 250.10 j Void withi9got signature, rased Sea, and.Cplor watermarkl. Not f Us' in Master Perrhit Aapl9catl nk Issue No. 27-5201 p��hi��pP/1 4ios1 For nst a ion `ddress-bnl,at/apusti Nielsen, 1807 S St. Charles, Spokane Valley, WA r/ Schafer Engineering Associates 7of13 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.) W� (Rb -+- Pc )u c + —0— E Resist = '.1.(Pb + Pc) = i l(Wd hef We + 'yc tc wc) = 0.45 x ( 105 x 2.67 x 2 + 145 x 0.8 x 2 ) = 360.75 +► Yd h2 E Psliding = Pd = 2 2 35 x 3.5 _ 2 = 214.38 E Resist 360.75 F.O.S. = = = 1.68 > 1.5 OK E Psliding 214.38 9 7- Void witho t Onature/raised pea,grid coli�atermarkl. Not for u - palter Pehpit Appli4tions. Issue No.27-5201 Schafer Engineering Associates Expirati t 9/09`/....1 ‘ 8 of 13 For Installa n Addr}ss Only:Matt ancVD` ustf Nielsen, 1807 S St.Charles,Spokane Valley,WA it 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 Ne p I \ `.,� —LONG ANGI E ` 2 x 2 x 44" 14 GA. GALVANIZED ANGLE a B li�------ - 1 ATERAI_ LOAD DIAGRAM A/,i LISTABLE and ST AT•QUAFF/Y AERAME ASSEMBLY A.) Compression Analysis: (Load Condition 2a governs.) p 66.43 Max force at brace level [Pi] = Lc = 8.0 = 177.13 lb 3 3 Axial Compression Force [P.] = P' P1 = 177.13 cos 8 = 371.23 lb cos ( 61.5 ) 0.4772 Actual axial stress [fa] Paxc 371.23 = = = 1,260.96 Ib/int Aa 0.2944 kLa 1.0x44 = 109.64 Cc = 126.1 Fa = 11.72 ra 0.4013 F.O.S. = Fa = 11.720 = 9.29 > 1.0 OK fa 1.2610 { Void without i ture,r ised seLL,arjd solor4termarkl. �� P � Schafer Engineering Associates Not for use pst Permit Applications. Ise No.27-5201 Expiration t .X 99 ..� \\P',ti '-'1 9of13 For lnstallatiar Addres!Only:Matt and Esti Nelsen, 1807 S St.Charles,Spokane Valley,WA TECHNICAN PACIFIC POOLS, INC r Classic Wall Panel Section Properties of Angle Brace -- VERTICAL LEG ir b TI a ----------- -------- - 1, c 4, b = 0.075 I = 0.0500 c= 1.000 A = 0.150 d = 2.000 -- HORIZONTAL LEG 4—b--* h i - -- 1-7 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 °total = 1.4721 'total = 0.1182 Atotal = 0.2944 rx,, = 0.6337 k = -0.07081 I,s = 0.047412 ru = 0.401324 4 '`? Void without St nature/'raised ea, q{cokyl<atermarkl. Not for u IX a ter perp it A plications. l?Gue No.27-5201 Schafer Engineering Associates rel/1 Expiratip py09j c :.:T,„1 For Inst Hf Addretss Only:Matt and pusti Nielsen, 1807 S St.Charles,Spokane Valley,WA 10 of 13 t j I TECHNICAN PACIFIC POOLS, INC Classic Wall Panel B.) Tension Analysis: (Load Condition 2c governs and modified lateral load [P] from Section 3 applies.) Max force at brace [P,] = 3 L = 3 124.44 8.0 = 331.85 lb Axial Tension Force [Pax,] _ P, P, 331.85 _ _ = 695.47 lb cos 0 cos ( 61.5) 0.4772 Actual axial stress [fa] _ Papa _ 695.47 = 2,362.35 Wine Aa 0.2944 F.O.S. = fa = 21.600 = 9.14 > 1.0 OK 2.3623 Void witho t nature/tf raj5ed ea, IV col��ruatermarkl. Not for u a er Pett A�plictiof,s/ I sue No. 27-5201 Expiratio 09 h_ \Jc � 41"1 For Installati n Addr s Only: Matt a4)ustilNielsen, 1807 S St. Charles, Spokane Valley, WA Schafer Engineering Associates 11 of 13 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.) 371.23 Actual axial stress [fa] = AXc - 0.1963 1,890.63 Wine TURNBUCKLE k Lr 1 x 19 THREADED R'OD307 = 152 Cc= 126.1 v, rr 0.125 Fa = 6.46 6.46 Ilk - F. = Fa = -=3.42 > 1.0 OK TURNBUCKLE and THREADED ROD fa 1.8906 AFRAME ASSEMBLY B.) Tension Analysis: (Load Condition 2c governs and modified lateral load [P] from Section 3 applies.) Part695.47 Actual axial tensile stress [ft] _ _ = 3,542.02 Wine A, 0.1963 F.O.S. = ft = 21.6 = 6.10 > 1.0 OK 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.) Pax695.47 Actual bolt shear stress [f,,] _ _ = 6,296.93 Wine Ab 0.1104 F.O.S. = f� 10,000 = = 1.59 > 1.0 OK 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 Win of panel depth Actual bolt tensile stress [ft] _ T S 1,353.33 x 6 Ab 0.1104 F.O.S. = ft = 20,000 = 3.26 > 1.0 OK 6,126.64 Void without s' nature ra sed ea, pd col atermarkl. Not for us i/ a ter 'e it pli ti s I sue No. 27-5201 Expiratio /1 / 9 For Inst i ss On : Ma an st Nielsen, 1807 S St. Charles, Spokane Valley, WA X (112) = 6,126.64 Ib Schafer Engineering Associates 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 quidance 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 114" 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 additional restrictions, requirements, guidelines, and recommendations. Void without signature, raised sea, and color watermarkl. Schafer Engineering Associates Not for use in Master it' pplications. Issue No. 27-5201 13 of 13 Expiration Dates 06/19/0 L_ For Installation Address Only: Matt and Dusti Nielsen, 1807 S St. Charles, Spokane Valley, WA BOLT tD r(3) ® IPC -AFS - (SUPPLIED WITH CLASSIC STEEL ALL KITS) TWO COMPONENT PANEL BRACE C -SHORT A -FRAME Q z F- LONG AFRAME ARM w O Vi P: Q m a N oo_ zO J W J QNa w TWO COMPONENTS ARE BOLTED TOGTHER AND TO THE POOL PANELTO FORM A STRONG y Q a 00 NON-ADJUSTABLE PANEL BRACE. o o A y ® THE UNIT IS ATTACHABLE TO PANEL JOINTS AND PANEL RIBS. w Z ix g w m COMPONENTS ARE MADE FROM 14 GAUGE Z-700 GALVANIZED STEEL w Q w s a W W 3 W RECOMMENDED APPLICATION TO PANEL JOINTS ONLY. (ATTACHES \VITH 3 BOLTS) W Y z t u CAN BE USED WITH STANDARD DECK SUPPORTS (IPC -DSS) AND 30" DECK SUPPORTS (TPC-DSS30) Lyj So =,%= a s F f J J Q Z � o gt: Q co J�°r 0 GQ u% Q Na= JO V Z O < RQ oa U �Ow Q U T 7 0 ® O 0 LL U 00 ED 90LT c REBARSTAKE ANSI/NSPI '03: MEETS SPECS SFTY COVER AREA: * ** SHEET: 1 OF 1 J gp• N a g sLU Zo -(' . ft -o' W Co a� a TQ U) V V O Q ` N K W0� Z C C J a W LLJ 4 Q N d W W9 no W Y t J W>> t -g ¢� a U azw 3: N a oo.Q yaz .«r o "a oa u� O W o ...: c �> > au m X m N �j �! 0 tp m > u Q LL m K 0 0 w ''.Jt ` I c 90• a -D' 2'-0' C ------- ___-_E _________________ WATER LEVEL _ a� 6.JAVERAfE �m � a I 2 FMSf'f 4'-0- fi'-0" 14'-0" a'-0" 32'-0' CLASSIC ��� Dt1SVG/-SLIDING EOUIPIONT 9fA[L W DE@(N D FOR � C � � X 32 RECTANGLE — 90 DEGREE CE _ �� �gHGEBIXEIIPIRETI1MANtUr ENR'S PooLch0 Cq STEEL 4�1Q11CAY10NS PLEASE OWTACT 7W DIVM/3IDWG OM-.CL1632REC90�IV-SCS HAND: NONE DATE: 06/26/06 EOUIPYE)1T wwUFAGTURER FOR THEIR SPII3IGTKNS. -SHAPE CODE. ISK-CUSTOMKIT S.O. **** >� PERIMETER: 96'-0". MEM DEPTH AND 1gNItSTANDARD of IRC amo 11Y] AH57/k5P15 IC80 FEP'Ciii I- CUSTOMER: LEISURE—SPOKANE STEP: STP—CFG—IWS—SCS AREA: 512.0 S0. FT. IDRAWN BY: JENN CUMMERSON TAG NAME: **** RECIRC: HAYWARD 1085 LINER AREA: **** I SCALE 1/B" : 1'-0' ANSI/NSPI '03: MEETS SPECS SFTY COVER AREA: * ** SHEET: 1 OF 1 J WO N a g sLU Zo J UJ U g' ;o W Co a� a TQ U) V V O Q ` N K W0� Z C C J a W LLJ 4 Q N d W W9 no W Y t J W>> �'Nr ymi s°�u,1"I c ¢� a U azw 3: N a oo.Q yaz c (LO U Z "a oa u� O W N > a �> > au m X m N �j �! 0 tp m > u Q LL m K 0 0 w PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT _TO FIELD INSPECTION CORRECTKJNS REV'FV , -7) FOR CODE COMPLIANCE VALLEY $Ul ING !!'!ICON L 07 t qpeg s } v PUIMMF BY" i_ a x f t / DAt t d " x t t r— ...... f � 1 k rf�.t } ' 4 � # 5 _ — 5, ❑ f WA Contractor 3 Client % ❑ ❑ ;Coping Facia Decking POOL WORLD Registration#>O-OL-W1*241CP 13524 E Sprague Ave IDPublic Works Contractor Registration #] 3698-A=1(47) PoolX Spa ❑ Deluxe model i Water Feature ❑ Bar • Stools • Table ❑ Fire Pit • BBQ ❑ Spokane, Washington 99216 (509) 928-6585 9 Fax (509) 928-9469 I Return Appointment © 2003 All rights reserved. Pool World • Spokane, WA • 99216 www.poolworid.biz• e-mail: ted@poolworid.biz