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2007, 04-20 Permit App: 07001393 Pool Project Number: 07001393 Inv: 1 Application Date: 4/20/2007 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: IN GROUND SWIMMING 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: _ _ 'engM4 @k i< ate."'tl',-": _ - '.aL.f2 e3,' ', '<,K+9 at Air^' ;."s6u.Yi :.a a-.nY¶ '%d ✓i.m; 4i s"�'a Plat Key: Name: Range District: East Parcel Number: 45234.0720 Block: Lot: SiteAddress: 15006 E E 11TH AVE Owner:Name: MINOR,SHAREEN B Address: 15006 E 11TH AVE Location::CSV VERADALE,WA 99037 Zoning: UR-3.5 Urban Residential 3.5 Water District: 010 VERA Hold: ❑ Area: 13,280 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: . mossawa.. = . 2 Review Building Plan Review -Released By. Landuse/Zoning/HE Conditions Released By: Permits 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 Operator: JD Printed By: JD Print Date: 4/20/2007 Projeci Number: 07001393 In : 1 Application Date: 4/20/2007 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: a aa.JN,'m,.1....'W.'Fa&uau �::.Sa mow- ....C.r 'fi3.e��.Sa4�n bn.f#4t�du. -',+ffi'3�1e-rv.nrm nv,..d.'il.�n,n.h t K4".._• r3"= .. Mffi'4.smXSda P�a�2.:.�w"`w.kYnb ittn+fl*A"�bw+w+Yn%+�'2'm'f +gym»mU�d iv s'_ Permit Use: IN GROUND SWIM II NG 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: .F,"�4'5=4''�Y'" `i'K1Nk Aip' '-ti✓"J% d'iii'd'J6Uib: fic"di uR FJ'+'3��ak: w?t,«.df`e"+'C<-„*'%w5Sr5555 ',.tl,S�¢g'yeA -.-',SSSS Sr SSr ' t�rtc Ms'x',k9z.."re.555 Plat Key: Name: Range District: East Parcel Number: 45234.0720 Block: Lot: SiteAddress: 1500E I1TH AVE Owner:Name: MINOR,SHAREEN B Address: 15006 E 11TH AVE Location::CSV VERADALE,WA 99037 Zoning: UR-3.5 rban Residential 3.5 Water District: 010 RA Hold: ❑ Area: 13,280 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 r of Dwellings: 0 Review Information: r tAtietWERNMSSIMetkVAINEXSAMMINSINEEMMSOM Review Building Plan Review �� Released°By: "T"."-PA- 4f°'; .4[ Landuse/Zoning/HE ConditionsReleased By: r5. 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 Operator: JD Printed By: JD Print Date: 4/20/2007 Project'Number: 07001393 Inv: 1 Application Date: 4/20/2007 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit ��• Payment Summary:•I• __ -"frsc:. •..c.`..." ,i-,^m zat-_'=Imam «.:,w Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Swimming Pool $54.50 $54.50 $0.00 $54.50 $54.50 $54.50 $0.00 $54.50 Disclaimer: Submittal of this application certifies the owner(or person(s)authorized by the owner)has both examined and finds the information contained within to be true and correct,and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for,or an approval of,any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: JD Printed By: JD Print Date: 4/20/2007 rermit(-enter - 11707 E Sprague Ave, Suite 106 � PERMIT NUMBER: 139 ShcLAlle Spokane Valley,WA 99206 PERMIT FEE: vanev& (509)688-0036 FAX: (509)688-0037 J www.sDokanevallev.org Community Develppni nt Residential,Cons `>rtctko7 pi New Construction Accessory Bldg Permit Application Addition/Remodel Deck n Other: SITE ADDRESS: r,'kale ��., f5tIk ASSESSORS PARCEL NO: LEGAL DESCRIPTION: )S b a t, E, l ON\ Building Owner: Contractor: Name: c hName: GR . At-a"1/4. WariA ck Address: ,5 0010 C, 11-"h Address: )3 Z 4 s c• sM1/4,0- City: 1 dG�� State: Zip:�1`103 City:S ,Ka..,za\1a State: \-iq Zip:: 1"�2l�0 c Phone: I Fax: Phone: 9 �� (Oct 5 d�- 1`-`� -1, 35 :sos-S -L5`3 - Fax: 5 c�5 Z� 5 Contractor Lic No: oL'\01- Exp Date: C9 Contact Person City Business Lie.No: Name: 14,l`y l 4S-ko Phone: -V.`6 -14S Describe the scope of work in detail: Cost of Project: $ oc� fl op r.5riiv4, Proposed Use: **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. 2NU FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: AREA: FINISHED BASEMENT GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON SQ. FTG: PROPERTY: #OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC? The permitee verifies, acknowledges -nd 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 ater. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or ha• permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Sp•kane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) T is City of Spokane Valley Permit is not a permit or approval for any violation of federal,state or local laws, codes or ordinances.6) 'Ians or additional information may be required to be submitted, and subsequently approved before this application can be processed. SIGNATURE: j � DATE: Vs- 6-) Method of Payment: ❑ Cash 0 Check 0 Mastercard 0 VISA Bankcard#: Expires: VIN#: Authorized Signature: REVISED 2115/07 r SPECIAL CONSTRUCTION SECTION 310. 3108.4.1 Dead load.Towers shall be designed for the dead MARQUEES load plus the ice load in regions where ice formation occurs. 3106.1 General.Marquees shall comely with this section and 108.4.e Wind load. Adequate godaios and ge other applicable sections of this code. oresist two times the calculated wind load. 3106.2 Thickness.The maximum hei I ht or thickness of a mar- quee measured vertically from its lo est to its highest point 3108.5 Grounding. Towers shall be permanently and effec- shall not exceed 3 feet(914 mm)whore the marquee projects tively grounded. more than two-thirds of the distance 'i om the property line to the curb line,and shall not exceed 9 f.et(2743 mm)where the ECTION 3109 marquee is less than two-thirds of th- distance from the prop- SWIMMING SPOOL ENCLOSURES AND erty line to the curb line. SAFETY DEVICES 3106.3 Roof construction.Where th roof or any part thereof 3109.1 General. Swimming pools shall comply with the re Chapter 24. Every roof and skyligh of a marquee shall be quirements a skylight,the skylight shall comply with the requirements of of this section and other applicable sections of this sloped to downspouts that shall cond ct any drainage from the code. marquee in such a manner so as not to .pill over the sidewalk. 3109.2 Definition.The following word and term shall,for the 3106.4 Location prohibited. Every marquee shall be so lo- purposes of this section and as used elsewhere in this code,have cated as not to interfere with the •peration of any exterior the meaning shown herein. standpipe,and such that the marquee•oes not obstruct the clear SWIMMING POOLS.Any structure intended for swimming, passage of stairways or exit discharg• from the building or the recreational bathing or wading that contains water over 24 installation or maintenance of street I ighting. inches(610 mm)deep.This includes in-ground,above-ground and on-ground pools;hot tubs;spas and fixed-in-place wading 3106.5 Construction.A marquee s•all be supported entirely pools. from the building and constructed o noncombustible materi- als. Marquees shall be designed a required in Chapter 16. 3109.3 Public swimming pools.Public swimming pools shall Structural members shall be protectel to prevent deterioration. be )in heightloretely a screenlosed by a fence at enclosure. Openings in he fence shfeet(1290 a l not permit the passage of a 4-inch-diameter(102 mm)sphere.The SECTION 3 07 fence or screen enclosure shall be equipped with self-closing SIGNS and self-latching gates. 3107.1 General. Signs shall be •esigned, constructed and 3311009.4 Residential ls shall comply with swim swimming Re identiial swimming i ming maintained in accordance with this ode. Exception:A swimming pool with a power safety cover or a spa with a safety cover complying with ASTM F 1346. SECTION 3 08 3109.4.1 Barrier height and clearances. The top of the RADIO AND TELEVI-ION TOWERS barrier shall be at least 48 inches (1219 mm) above grade 3108.1 General. Subject to the pr•visions of Chapter 16 and measured on the side of the barrier that faces away from the the requirements of Chapter 15 g• erning the fire-resistance swimming pool.The maximum vertical clearance between ratings of buildings for the support•f roof structures,radio and grade and the bottom of the barrier shall be 2 inches(51 mm) ed on the side of the barrier that faces away from the television towers shall be designee and constructed as herein meswimming pool.Where the top of the pool structure is above provided. grade, the barrier is authorized to be at ground level or 3108.2 Location and access. To ers shall be located and mounted on top of the pool structure,the maximum vertical equipped with step bolts and ladde s so as to provide ready ac clearance between the top of the pool structure and the bot cess for inspection purposes. Guy wires or other accessories tom of the barrier shall be 4 inches(102 mm). shall not cross or encroach upon any street or other public space,or over above-ground elec i'c utility lines,or encroach 3109.4.1.1 Openings.Openings in the barrier shall of upon any privately owned propert without written consent of allow passage of a 4-inch-diameter(102 mm)sphere. the owner of the encroached- pon property, space or 3109.4.1.2 Solid barrier surfaces.Solid barriers which above-ground electric utility lines do not have openings shall not contain indentations or 3108.3 Construction.Towers sha I be constructed of approved protrusions except for normal construction tolerances corrosion-resistant noncombustibl e material. The minimum and tooled masonry joints. type of construction of isolated ra•io towers not more than 100 3109.4.1.3 Closely spaced horizontal members. feet(30 480 mm)in height shall •e Type IIB. Where the barrier is composed of horizontal and vertica members and the distance between the tops of the hori- ' 3108.4 Loads.Towers shall be deigned to resist wind loads in zontal members is less than 45 inches (1143 mm), the accordance with TIA/EIA-222.C��nsideration shall be given to horizontal members shall be located on the swimming conditions involving wind load o ice-covered sections in lo- ool side of the fence. Spacing between vertical mem- calities subject to sustained freez ng temperatures. p 2003 INTERNATIONAL BUILDING CODE@ 558 SPECIAL CONSTRUCTION bers shall not exceed 1.75 inches (44 mm) in width. cepted so long as the degree of protection afforded Where there are decorative cutouts within vertical mem- is not less than the protection afforded by Section bers, spacing within the cutouts shall not exceed 1.75 3109.4.1.8,Item 1 or 2. inches(44 mm)in width. 3109.4.1.9 Pool structure as barrier.Where an above- 3109.4.1.4 Widely spaced horizontal members.Where ground pool structure is used as a barrier or where the barrier is mounted on top of the pool structure, and the the barrier is composed of horizontal and vertical mem means of access is a ladder or steps, then the ladder or bers and the distance between the tops of the horizontal steps either shall be capable of being secured,locked or members is 45 inches (1143 mm) or more, spacing be- removed to prevent access,or the ladder or steps shall be tween vertical members shall not exceed 4 inches (102 surrounded by a barrier which meets the requirements of mm).Where there are decorative cutouts within vertical Sections 3109.4.1.1 through 3109.4.1.8. When the lad- 1.751.7 , sp4within the cutouts shall not exceed der or steps are secured,locked or removed,any opening inches(444 mm)in width. created shall not allow the passage of a 4-inch-diameter 3109.4.1.5 Chain link dimensions. Maximum mesh (102 mm)sphere. size for chain link fences shall be a 2.25 inch square(57 3109.4.2 Indoor swimming pools.Walls surrounding in- mm square) unless the fence is provided with slats fas door swimming pools shall not be required to comply with tened at the top or the bottom which reduce the openings Section 3109.4.1.8. to no more than 1.75 inches(44 mm). 3109.4.3 Prohibited locations.Barriers shall be located so 3109.4.1.6 Diagonal members. Where the barrier is as to prohibit permanent structures, equipment or similar composed of diagonal members,the maximum opening objects from being used to climb the barriers. formed by the diagonal members shall be no more than 1.75 inches(44 mm). 3109.5 Entrapment avoidance.Where the suction inlet sys- tem,such as an automatic cleaning system,is a vacuum cleaner .,3109.4.1.7 Gates.Access gates shall comply with the re- system which has a single suction inlet,or multiple suction in- quirements of Sections 3109.4.1.1 through 3109.4.1.6 lets which can be isolated by valves, each suction inlet shall and shall be equipped to accommodate a locking device. protect against user entrapment by an approved antivortex Pedestrian access gates shall open outward away from cover, a 12-inch by 12-inch (304 mm by 304 mm) or larger the pool and shall be self-closing and have a self-latching grate,or other approved means. device. Gates other than pedestrian access gates shall In addition,all pools and spas shall be equipped with an al- have aself-latching device. Where the release mecha ternative backup system which shall provide vacuum relief nism of the self latching device is located less than 54 should grate covers be missing.Alternative vacuum relief de- inches (1372 mm) from the bottom of the gate, the re vices shall include one of the following: lease mechanism shall be located on the pool side of the gate at least 3 inches(76 mm)below the top of the gate, 1. Approved vacuum release system. and the gate and barrier shall have no opening greater 2. Approved vent piping. than 0.5 inch(12.7 mm)within 18 inches(457 mm)of the 3. Other approved devices or means. 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- 559 nnn�n.IrconIATlnnlnl RIM I111J(:r flfl (al LL PANEL AND BRACE CALCULATIONS FOR LASSIC WALL PANEL (Pages 1-13) Prepared for: TECHNICAN PACIFIC INDUSTRIES, INC. 383 ELGIN STREET RANTFORD, ONTARIO N3P5W4 Prepared By: SC AFER ENGINEERING ASSOCIATES 1111111k 1885 State Street ®IMI Schenectady, New York 12304 Phone: (518) 393-4767 Fax: (518) 393-3510 Void witho t" nature��and rai4ed 4ea' Not for u Mauer 1Pernlit Applicatio s. tssue No.27-4975 Expiratio /07 ` For Instaltatt„n Addrdi;s Only:Shareen inor, 15006 E. 11th,Spokane Valley,WA 99037 TECHNICAN PACIFIC POOLS, INC Classic Wall Panel Calculation Assumptions: a.) The panel ends pro ide minimal vertical stiffener reinforcement for the galvanized steel pool panels. herefore, the critical case for calculating vertical stiffener strength occurs wh:n a 3 foot panel is sandwiched between two 7 foot panels. b.) The concrete pour .t the base of the wall (i.e., bond beam) provides 10 inches of vertical support to t e panels, stiffeners and braces. c.) Refer to the last pale for more Material/Installation Assumptions. Definition of Parameters: Assumed Soil Properties: (Sandy silt soil material) Wd (unit weight of d , soil) 105 lb/ft3 WW (unit weight of s.turated soil) 135 lb/ft3 (soils interior an'le of friction) 30 degrees Ke (lateral active so I coefficient) = tan2 (45-(D/2) 0.333 yd (equivalent activ- unit weight of dry soil) = Ka Wd 35 lb/ft3 ys (equivalent activ- unit weight of saturated soil) = K.W. 45 lb/ft3 yW (unit weight of w=ter) 62.4 lb/ft3 µ (friction factor b=tween soil and concrete) 0.45 Material Properties and Dimensions: Panels/Stiffeners/Channr Is E (modulus of elasticity) 29,000 k/in2 FY (minimum yie d stress of cold-formed steel) 42,000 lb/in2 Fb (allowable be ding stress of cold-formed steel) 25,150 lb/in2 Fb,plate (allowable be ding stress of cold-formed plate steel) 31,500 lb/in2 Ft (allowable to sile stress of cold-formed steel) 25,150 lb/in2 td (thickness of panel, stiffener, and channel steel) 0.0720 in h (height of pa el) 3.5 ft hW (depth of wat 4.r) 3.0 ft hell (effective hei I ht of panel) 2.67 ft b3 (maximum unstiffened 3 foot panel width) 3.0 ft b7 (maximum u stiffened 7 foot panel width) 3.5 ft R (maximum ra,,ius of panel) 29 ft Ls (effective hei I ht/length of stiffener = heft) 2.67 ft d (nominal dep h of stiffener) 5.0 in Le (maximum br:ce spacing) 8.0 ft Se,s (section mod lus of stiffener) 0.5973 in3 b. (maximum u supported length between stiffeners) 10.0 ft Se,c (section mod lus of channel) 0.6464 in3 • Voir Withoutgnature and raised(Seal. ' Schafer Engineering Associates Not-for ll Master Permit Applicatfo . Issue No.27-4975 Expirati6/19/07 "; �2. 1 of 13 For Ins Iia on Addfess Only:Shareepi Minor, 15006 E. 11th,Spokane Valley,WA 99037 II TECHNICAN PACIFIC POOLS, INC Classic Wall Panel A307 Steel Bolts Ft (tensile stress of the bolt) 20,000 lb/in2 Fy (shear stress of the bolt) 10,000 lb/in2 s (bolt spacing) 6 in db (bolt diameter) 0.3750 in Concrete Bond Beam F' (compressive strength of concrete) 2,500 lb/in2 t. (thickness of base pour) 10 in we (width of base pour) 2.0 ft yc (unit weight of concrete) 145 Ib/ft3 am (moment arm) See Calculations Angled Braces/Rods Fy (minimum yield stress of steel) 36,000 lb/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 Lr (maximum length of rod) 19 in dr (rod diameter; 0.500 in rr (radius of gyration of rod) 0.125 in k (effective length factor) 1.0 Analyses: 1. General Panel Configuration L---- - -- : -- X 3'-0" PANEL EO. EO. EO. 8'—O" PANEL I _ - __ I it ISI I iI 4'-0" PANEL 5'-0" PANEL 6'-0" PANEL EO. _ E.O. 7'-0" PANEL ,h C !' i �� CLASSIC WALL PANEL Void wit 4sig att re and raised seal Not for r'PerrhitAppl�c�ationS"' issue No.27-4975 Schafer Engineering Associates Expirat on, ate:06119/07 2 of 13 For Install ion Address Only:Shareen Minor, 15006 E. 11th,Spokane Valley,WA 99037 TECHNICAN PACIFIC POOLS, INC Classic Wall Panel 2. Loading Conditions: (Calculated per unit foot of wall.) A. Dry Backfill, Pool Full ///////�A 0 Pd \ (- w \ / , \ 2 2 35 x 3.5 Total lateral dry soil load [Pd] = yd 2 h = 2 = 214.38 lb/ft 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 Approximate distributed panel load [Pnet] = _ = 18.98 ib/ft2 h - 3.5 B. Saturated Backfill, Pool Full I,.x h2 45 x 3.5 2 = 275.63 lb/ft Total lateral saturated soil load [Ps] = 2 = 2 Total lateral load per unit length [P] = PW - Ps = 280.80 — 275.6 = 5.18 lb/ft p 5.18 2 Approximate distributed panel load [Pnet] = = = 1.48 ib/ft h 3.5 A void.witho 4signattire end raised seal. ' Schafer Engineering Associates Not forr Master Permit Applications. Issue No.27-4975 Expire 0�/�9/Q 3 of 13 For In tali i Address Only:Shareen Minor, 15006 E. 11th,Spokane Valley,WA 99037 . TECHNICAN PACIFIC POOLS, INC Classic Wall Panel C. D Backfill Poo Emit (See Material/Installation Assumptions) ‘1`• / Total lateral dry soil load [Pd] = 214.38 lb/ft Pd 214.38 Approximate distr buted panel load [Pnet] _ _ = 61.25 Ib/ft2 h 3.5 3. Flat Plate Analysis: ( '-0" panel length governs as maximum spacing between vertical stiffeners occ rs with this panel. See Calculation Assumption b.) Largest unsupported o anel area: 2.67 ft x 3.5 ft Modify lateral soil boa• to determine actual load acting on panel parts by taking concrete bond beam i to account. (Load Condition 2c governs and assumes overturning/sliding an.lysis requirements are met.) ydxheff2 35 x 2.672 P' = 2 = 2 = 124.44 lb/ft p' 124.44 Approximate distr buted panel load [Pine] = = = 46.67 Ib/ft2 heff 2.67 2 2 P'netheff2b42 46.67 x 2.67 x 3.5 Actual bending st ess [fb] = 2 2 2 = 2 2 2 2tP (hell +b4 ) 2 x 0.0720 x ( 2.67 + 3.5 ) [fb] = 20,251.40 Ib/int Fb 31,500 F.O.S. _ = = 1.56 > 1.0 OK fb 20,251.40 Void withoi signature andraised teal. , Not foAin aster Permit Applicatio -. Issue No.27-4975 Schafer Engineering Associates E�cpir 0/19/07 `;' 4 of 13 For I al i2ton Only:Shareen Minor, 15006 E. 11th,Spokane Valley,WA 99037 i' I . TECHNICAN PACIFIC POOLS, INC Classic Wall Panel 4. Radial Panel Analysis: (Tensile hoop stress. Load Condition 2c governs and modified lateral distributed panel load [Pipet ] from Section 3 applies.) Pyet Actual Tensile Stress [ft] = tpPOOL SIDE FILL SIDE 46.67 x 29 x (1/12) ft = = 1,566.36 Ib/int 0.0720 F.O.S. = Ft =25,150.00 R 16.06 > 1.0 OK = J ft 1,566.36 5. Bending along Vertical Axis at Vertical Stiffener:(See Calculation Assumption a.) 7 WID= PANEL 7 0 FLANCE Int po ii tp-0.072 7 i 3 0 3 0 �� , VERTICLE 'I ' WEB ORIEIiTABOR ELANCE =1.125 HHHH BRACE iBRACE POI..;T jr 7 -0 DOINT Modified lateral soil (P') from Section 3 applies: (Load Condition 2c governs.) Maximum bending moment [Me] = 9P 3 ( 2s + 2 ) 2 x 124.44 x 2.7 10.0 3.5 Ms = ( + ) = 287.39 ft-lb 9VT 2 2 Ms 287.39 x 12 2 Actual bending stress [fb] = = = 5,773.82 lb/in2 0.5973 Fb 25,150 F.O.S. _ = = 4.36 > 1.0 OK fb 5,773.82 Voi wi ut signature and raised seal, Not yse fp Master Pejmit Applications. Issue No.27-4975 Schafer Engineering Associates Esc i t 4t to 06/1$/07 5 of 13 For In allatlonAddress Only Shareen Minor, 15006 E. 11th,Spokane Valley,WA 99037 TECHNICAN PACIFIC POOLS, INC Classic Wall Panel 6. Bending in the Top Channel: (8'-0" panel length governs as maximum spacing between braces occurs with this panel.) Ptop : fiC FLANGE / FLANGE=1.25 = = p =1.25 �Ni \I/ A, 1' ��] 1WEB o P �, bet O II D CHANNEL top X—SEC TION BRACE T' G'> BRACE POINT POINT PLAN Modified lateral soil (P') from Section 3 applies: (Load Condition 2c governs.) p' 124.44 Load along the channel [Prop] = = = 41.48 ib/ft2 3 3 2 Ptop Lo 2 41.48 x 8.0 Maximum bending moment [Mc] = = = 331.85 ft-lb 8 8 Mo 331.85 x 12 2 Actual bending stress [fb] = = = 6,160.62 lb/in2 0.646 Fb 25,150 F.O.S. = fb 6,160.62 4.08 > 1.0 OK Void witho ignatute and raised seal. / Not fix._ 1 M ster Permit Applications Issue No.27-4975 Schafer Engineering Associates Expirati .9 06/19/07 ' ' P 6 of 13 For In all ASdress Only:Shareen Minor, 15006 E. 11th,Spokane Valley,WA 99037 . • TECHNICAN PACIFIC POOLS, INC Classic Wall Panel 7. Overturning Analysis: (Moments taken about point A with concrete bond beam in place. Calculated per unit foot of wall. Load Condition 2c governs.) %1 * „,,,,,,,,,,,z(,/ \\' D aA i + -.1— EE Mresist = Mback + Mconc = Ptam1 + Pcam1 = Wdheffwcaml + Yctcwcaml = 105 x 2.67 x 2 x 1.42 + 145 x 0.8 x 2 x 1.42 = 1,135.69 ft-lb ydxh 2 E MOT = Msoil = Pd am2 = am2 2 2 35 x 3.5 3.5 = x 2 3 = 250.10 `t-Ib EMresist 1,135.69 F.O.S. = = = 4.54 > 1.5 OK E MOT 250.10 Void wit ot$CSignature and raised seal Schafer Engineering Associates Not fOr aster Permit�Appljgahons„Issue No.27-4975 Expiry o - /19/07 7 of 13 For Install ion Address Only:Shareen Minor, 15006 E. 11th,Spokane Valley,WA 99037 . TEC NICAN PACIFIC POOLS, INC Classic Wall Panel 8. Sliding Analysis: (Co crete bond beam in place. Calculated per unit foot of wall. Load Condition 2c gov:rns.) D bn D� 1 IMIEMII WC iX I) Db D Pc )u t E Presist = l..t(Pb + Pc) = t( d heffWc + 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 35 x 3.5 _ 2 = 214.38 E Presist 360.75 F.O.S. = = = 1.68 > 1.5 OK E Psliding 214.38 l Void wl hou3 ignature and raised seal. Schafer Engineering Associates Not fo 5n_,Mester Permit, pplications.; Issue No.27-4975 Expirati r� it/436119/07 8 of 13 For Instaila on Address Only:Shareen Minor, 15006 E. 11th,Spokane Valley,WA 99037 • TEC NICAN PACIFIC POOLS, INC Classic Wall Panel 9. Brace (Angle Section) ' nalysis: (Assumes concrete bond beam in place and 8'-0" panel length for m:ximum brace spacing.) P B \P' Mo 1 V ` kk ONG ANGLE x 2., x 4A,. 4 .A.A. GALVANIZED ANGLE p e IIM LATERAL LO,D DIAGRAM ADJUSTABLE and STATIONARY AFRAME ASSEMBLY A.) Compression Anal sis: (Load Condition 2a governs.) F-2-- 66.43 Max force at brace lev:I [P1] = 3 Lc = 3 8.0 = 177.13 lb P1 P1 177.13 Axial Compression For e [Paxc] = = = = 371.23 lb cos 0 cos ( 61.5 ) 0.4772 Paxc 371.23 z Actual axial stress [fa] = = 1,260.96 lb/in2 0.2944 kLa 1.0x44 119.64 Cc = 126.1 Fa = 11.72 ra 0.4013 Fa 11.720 = 9.29 > 1.0 OK F.O.S. = f =a 1.'610 Void 'th signature and raised Seal. Schafer Engineering Associates Not fo in=Master Permit AppltCatio s, Issue No.27-4975 9 of 13 Expir ''6/19/07 i 4 For insta ation Adtiress Only:Sharcen Minor, 15006 E. 11th,Spokane Valley,WA 99037 1 1 . . .. ......... ...................... . • TEC NICAN PACIFIC POOLS, INC Classic Wall Panel Se 1 tion Properties of Angle Brace --VERTICAL LEG ir b I d c b= 0.075 I = 0.0500 C= 1.000 A= 0.150 d = 2.000 -- HORIZONTAL EG F---b h 1 T cI i . = 1.9250 I = 0.0001 = 0.0750 stop= 0.0018 i = 1.9625 Sbot= 0.0018 A = 0.1444 -- PROPERTIES OTAL SECTION Ctotal = 1.4721 'total = 0.1182 Atotai = 0.2944 r,o, = 0.6337 k = -0.07081 Iu = 0.047412 ru = 0.401324 Void w: #signature and raised seal. Rollo . a ,Master Permit Applicaltton , Issue No.27-4975 Schafer Engineering Associates oxpir t`:titg `oen 9/07 10 of 13 Eflr Installation Address Only:Shareen inor,15006 E.11th,Spokane Valley,WA 99037 . TEC NICAN PACIFIC POOLS, INC Classic Wall Panel B.) Tension Analysis: (L•ad Condition 2c governs and modified lateral load [P'] from Section 3 applies.) P' , Max force at brace [Pi] 3 Lc =3 8.0 = 331.85 lb 131 P1 331.85 Axial Tension Force [P. ] = = = = 695.47 lb cos 0 cos (61.5) 0.4772 paxt 695.47 2 Actual axial stress [fa] = = = 2,362.35 lb/in2 0.2944 Fa 21.•00 F.O.S. _ = = 9.14 > 1.0 OK fa 2.3.23 Void without��ignatur`e and raised seal. Schafer Engineering Associates Not for e�;'Mastgr Permit Applicalto s:'Issue No.27-4975 11 of 13 Expirati 5N.9/07 , , is For Ins alts ton Address Only:Shareeh Minor, 15006 E. 11th,Spokane Valley,WA 99037 TEC NICAN PACIFIC POOLS, INC Classic Wall Panel 10. Brace (Threaded Rod Section) Analysis: (Assumes concrete bond beam in place and 8'-0" panel le gth for maximum brace spacing.) A.) Compression Analy-is: (Load Condition 2a governs.) 371.23 Nv Actual axial stress [fa = Pa"` = = 1,890.63 lb/int Ar 0.1963 TUTNBUCKEE 1/�"0 — 19 A307 k L� 1 X 1 9 THREADED RCD = = 152 Cc = 126.1 \� rr 0.125 11 Fa = 6.46 \ Fa 6.46 NREAOE TURNBuc EE ord -� o Roo fa .8906 F.O.S. = = = 3.42 > 1.0 OK AFRA E aHREADE B.) Tension Analysis: ( oad Condition 2c governs and modified lateral load [P'] from Section 3 applies.) Paxt 695.47 2 Actual axial tensile -tress [ft] = = = 3,542.02 lb/in2 0.1963 Ft 21.6 F.O.S. = = = 6.10 > 1.0 OK ft C.5420 11. Steel Bolt Analysis: A.) Check Bolt Shear: Load Condition 2c governs and modified lateral load [P'] from Section 3 applies. Ref-r to Section 9b of brace analysis.) P. 695.47 2 Actual bolt shear st ess [ff] = = = 6,296.93 lb/in2 0.1104 Fv 10,000 = 1.59 > 1.0 OK F.O.S. = fv 6,296.93 B.) Check Bolt Tensio 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 Ib/in of panel depth T S 1,353.33 x 6 x (1/12) = 6,126.64 lb Actual bolt tensile -tress [ft] = Ab 0.1104 Ft 20,000 F.O.S. = = = 3.26 > 1.0 OK ft 6,126.64 Void without, gnature and raised seal. Schafer Engineering Associates Not for:u a Master Permit Applicatio s. Issue No.27-4975 12 of 13 For lnt �fe X06/19/07 For Ins a i fd'ress Only.Shareen Minor, 15006 E. 11th,Spokane Valley,WA 99037 • TEC NICAN PACIFIC POOLS, INC Classic Wall Panel Material/Installation Assumptions 1. Wall panel, brace and panel/b ace fastener sizes, thickness, dimensional characteristics, material properties and strengths used in these calcul.:tions 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. T is pool system is intended to be installed only by factory trained and approved distributors/contractors. 2. Soil pressures used in these c-Iculations 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 s=ction 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 -hall consist of clean porous soils, free of roots and debris, installed and carefully tamped to eliminate voids, in I-yers not exceeding 12"thick. In addition, backfill materials shall not exceed the same equivalent fluid pressure char:cteristics 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 place, behind the pool panels when the pool is empty, these pool panels should not be considered capable of indepe dently 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. hen 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 -hall be considered void if not complete (pages 1 - 13) and do not contain a raised P.E. review seal and signature on -ach page. 6. Pool system is not designee for earthquake or surcharge loading (i.e., neighboring structures, vehicles, trees, equipment, etc.). 7. Finished decks and/or grade. shall be constructed in accordance with the pool manufacturer's guidelines and be sloped away from the pool co•ings at a rate of not less than 1/4" per foot. 8. Concrete bond beam dimens ons shall be 10"x 2'-0" minimum. 9. These calculations are in co pliance with the following state and national codes: 1. 2000 Nationally acceped International Building Code (IBC) 2. 1999 Building Officials&Code Administrators (BOCA) 3. 1999 Standard Buildin! Code (SBCCI) 4. 1997 Uniform Building Code(UBC) 10. Refer to the Pool Manufai ture's Installation Manual for additional restrictions, requirements, guidelines, and recommendations. w' Schafer Engineering Associates Void u,pgrptute and rOisedtseal. 13 of 13 Not for i °I I .ter Permit APplipatiio s tpsue No.27-4975 Expirat 112)4:06119/07 For thsraliat on'Address Only:Shareei Minor, 15006 E. 11th,Spokane Valley,WA 99037 1 e __,) 9 e ® IPC-AFS - (SUPPLIED WITH CLASSIC STK;K,L ALL KI1'S) BOLT TWO COMPONENT PANEL BRACE a z C-SHORT A-FRAME W O „W N i= ^ aai 0 ® P- LONG AFRAME ARM G ¢ m z N < Q GO OF F., u TWO COMPONENTS ARE BOLTED TOGTHER AND TO THE POOL PANELTO FORM A STRONG W '-' g s 4 h NON-ADJUSTABLE PANEL BRACE. W a a .a . i t m THE UNIT IS ATTACHABLE TO PANEL JOINTS AND PANEL RIBS. x o L a-o ® W .... s::: (1.Ns::: UW COMPONENTS ARE MADE FROM 14 GAUGE Z-700 GALVANIZED STEELce W = Lu 0 0 E W t W U RECOMMENDED APPLICATION TO PANEL JOINTS ONLY. (ATTACHES WITH 3 BOLTS) IU a . A F CAN BE USED WITH STANDARD DECK SUPPORTS (IPC-DSS) AND 30" DECK SUPPORTS (TPC-DSS30) J Q Qy 0 jtnci �a yga F- F x 5N az Un ? =T.1' r°z N O W 7CIll N J P F` ~ = N r OO 0 a �} REBAR STAKE• i COLT r ® C HOT 7. -') ,.. u 'G I e 1I A-FRAMES LOCATED AT . PANEL JOINS AS SHOWN 3-7 x z-cr RAD XfP 3 Pl_ t 8'430 8'-0° 1 6'-0° 4'-a° \\ o 4k — Q a F. t•AIN N W O `N i5` 7' o �" N 1- s s o N a 0 0Ii 1 Na wJ Ir 1 f!1 Q Q oo Es i 4` � t zZ m 6'-0" 1'-01' 8'-0115KW a c5K , 6'-U" > 0. asi_ `ofao NCa w W Y W=fesiw W m w X>Pic —T -I Z w • 1QyTT�iiMI' I i 6.5 ERACE WATER LEVEL 3'-4" 3 -6" a C9 <14,a g o 4 i- 7'-2n 7' �-- I— I— 2 ^N a z V Z < oz __ `_ 2" PINI H a 0W NN 1- _ _ 7 a. N C`. 4'�6' I 12' 8' ., y 3 o N1-0 - 3�' ` G 1- z -"'. - L > Z ' T'� ~. 0.1.::x` tee', i1S 'I 5 X 3 Gl C QI C�®O -44. 4 NON-DIVING POOL. 11111-3 P�QL ' "'"�� ' :::._.,. �� i� USEOF MNG EQUIPMENTtS CODE_ ISK CUSTOti1KIT TAG NAME: PQOL WORLD MINOR O UME(US GAL): 13,561 et •moi+. PROH18ITEDCUSTOMERR KELLER P.O.m — PERIMETER: 85'-8' �� `��ANDDOES NOT MEET DB.111 SIIAPEMCHAIIRN STANDARD DATE: 03,29107 S.O.# "'" AREA(SO.FT.): 447 ANSIMSP(5.2003[SEE NOTES FCR CLARIFICATION' DWGikV'«y0�A STEP: STP-PER83T21CNR LINER AREA(SQ.FT.): 450 DRAWN BY: J.CUMMERSON Jit RECIRC: HAYWARD 1085 SFTY COVER AREA(SOFT.):544 SCALE: 1J8":1`.43- SHEET:1 OF 2 PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS Valley REVIEWED FOR CODE COMPLIANCE SPOKANS VALLEY B LDIN 'DIVISION { . 1 • I1 4 -- .— 1 � l ti. . • . ( • .f -i • , • • I • I. • • • J: j ' I •f ? : ; , ; ; . , . . , ; . : : . 1 i . . i ., , , ;...1 . , i x:33 :. .. , , . . . ._ . . - �'•, . i I i I I : • l i • } i t ; 1. I s - _i { a- .. i 1 • c 2 :"SN 1 . '. �. . : 1 , 1 : I i , ! . , 1: -I . 1�'6' r .._._ _. .. ._ _._._ _ .. - ..i_. _._..__..__ _:.._ _ I € i i i 1 11 01 )6:( ' , : : ! ..._. �.� .. .v....:., .ten:..�_..1rx -r__..,�_..w:a...r...a+_.v,.., .nc+t-.. ! _ 1 • t : / SCALE POOL DRAWING FOR: SPECIFICATIONS: It is unders Name ,.;r<�t'_ , jig= `- Make Model that this dr specificatic Job Address �r C t'r f' ''' = ':�,' n "1bol l4Torkl' —� Pump Coping the Constri Pools, Spas, Service and Accessories City / yrf1.is/I': ,� Zip / % Filter r2; • , . " =- Facia Buyer WA Contractor's#PO-OL-9)1I*24ICP•ID Public Works Contractor's#13698-A-4(47) 13524 E Sprague Ave y Phone-day ( i ) -' Heater _' f= ry r;: ., Plaster Seller Spokane, Washington 99216 Di-awn by: -..___r_..._._. (509) 928-6585 • Fax (509) 928-9469 ;ii- ; eve ( ) Other Date t. www.poolworld.biz • ted@poolworld.biz