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2006, 09-05 Permit App: 06003487 Pool Proisect Number: 06003487 Inv: 1 Application Date: 9/5/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project 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: Project Name: Site information: _... .F,. . ... . .�.. .. r Plat Key: Name: Range District: East Parcel Number: 45261.5005 Block: Lot: SiteAddress: 15222 E 20TH AVE Owner:Name: FISHER,ADAM C&JOLENE Address: 15222 E 20TH AVE Location::CSV VERADALE,WA 99037-8015 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: 12,595 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Building Plan Review Released By: Originally Released: 9/5/2006 By: TMELBOU Driveway/Approach Released By: Originally Released: 9/5/2006 By: amblake Landuse/Zoning/HE Conditions Released By: Originally Released: 9/1/2006 By: cjjanssen Sewer Review Released By: ON SEWER SINCE 5/98 Originally Released: 9/5/2006 By: amblake Operator: AMB Printed By: AMB Print Date: 9/5/2006 Project Number: 06003487 Inv: 1 Application Date: 8/31/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: ix 44W*4 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: Name: Range District: East Parcel Number: 45261.5005 Block: Lot: SiteAddress: 15222 E 20TH AVE Owner:Name: FISHER,ADAM C&JOLENE Address: 15222 E 20TH AVE Location::CSV VERADALE,WA 99037-8015 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: 12,595 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Review Building Plan Review Released By: "11"� {' Driveway/Approach Released By: Landuse/Zoning/HE Conditions Released By( JcU C1/44--) q/1 I OLP Sewer Review Rel -d'By: Operator: AMB Printed By: AMB Print Date: 8/31/2006 Project Number: 06003487 Inv: 1 Application Date: 9/5/2006 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Mechanical Permit Contractor: POOL WORLD INC Firm: POOL WORLD INC Address: PO BOX 14927 Phone: (509)928-6585 SPOKANE,WA 99214 Item Description Units Unit Desc Fee Amount GAS APPLIANCE>100,000BTU 1 NUMBER OF $15.00 Permit Total Fees: $15.00 Swimming Pool Contractor: POOL WORLD INC Firm: POOL WORLD INC Address: PO BOX 14927 Phone: (509)928-6585 SPOKANE,WA 99214 Item Description Units Unit Desc Fee Amount SWIM POOL>5000 GAL 1 SELECT $50.00 WSBCC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $54.50 (A)❑THE BULDING OFFICIAL IS AUTHORIZED TO REQUIRE THE PERMIT APPLICANT TO PROVIDE FEE REIMBURSEMENT TO THE CITY OF SPOKANE VALLEY FOR ANY PROFESSIONAL SERVICES REQUIRED OUTSIDE OF CITY STAFF REVIEW. (B)❑SOME EXAMPLES OF POTENTIAL OUTSIDE RESOURCES INCLUDE PLAN REVIEW, CONSTRUCTION INSPECTION AND SURVEYING. Payment Summary: .. . . ._... .• eme--metteameat ,N, me�e. eteemmemtemA..; Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Mechanical Permit $15.00 $15.00 $0.00 $15.00 Swimming Pool $54.50 $54.50 $0.00 $54.50 $69.50 $69.50 $0.00 $69.50 Disclaimer: Submittal of this application certifies the owner(or person(s)authorized by the owner)has both examined and finds the information contained within to be true and correct,and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for,or an approval of,any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: AMB Printed By: AMB Print Date: 9/5/2006 Permit Center �`��'"� � _ i :' PERMIT NUMBER: ���j�e 11707 E Sprague Ave, Suii�6 ;� 1� �; .,6 �7 , 440000 SO Tal le Spokane Valley,WA 992.06 V 1 (509)688-0036 FAX: (50068i -0037 ' I ! PERMIT FEE: Community Development t.�' 'w.spokanevalley.orci.C4: -, • ID), AUG 3 0 2 /' , --k pei i i� 1. ' !I J; Residential Construction ---- el\ei e-o> tilictiO o Accessory Bldg Permit Application ❑ Addition/Remodel o Deck Other. _,2,1dy ...' 5•4,...,,,,-., ,•<;:..,./ SITE ADDRESS /So2...2-2- ASSESSORS PARCEL NO: 1 S 3141,-5134)6e LEGAL DESCRIPTION: Buildinggowwner .Contractor. _ NameXl/4.�+ /-----,13-1 _, Name: GG" e—ri' . ,,/ ,'.: ' Address:/5 ,,,7,2.,2,_,-, o7a ' Address�1S v, Y '. r� - . '-.. , City: ,9-,,,X....., 94. Zip: ‘,-0.?, City: ...,;,5;;,,,,,,,,..4;:,,,,e, Zip: Phone: Fax: Phone: -4:;:.‘)yO�S� ax: � �J �.S " Lic N9/:;t„.4,,,,,7 d W4,0Exp.Date: Contact Person _ ,> City Business Lic No: Name: Phone: 93 kL Describe theyscope of work in detail:/ Cost of Project: $ . CG -i//i(2(C l'1 6/"..- 'y7 /6 )J.'_2- .--7":",---74.rr c.1-44..",-l ..,v.. �r G ca/� /;3/ 9 G--f- -L. >NJ ( /6 'x a Z 44 (20 41 C � 7-J **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. 2""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? DISCLAIMER The permitee verifies,acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling,the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or local laws,codes or ordinances.6) Plans or additional information may be required to be submitted, and subsequently approved before this application can b processed. Signature '�' -;% Date 1-56 v Method of Payment: (Faxed permit applications will only be accepted with major card) ❑ Cash 0 Check ❑ Mastercard VISA ❑ Other Bankcard#: 6'....-2, . Expires: VIN#: Authorized Signature: ZIA'`�"" C,..�^ ": , .J ..✓' REVISED 8/25/2005 Sjökine Valley 11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206 509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhall@spokanevalley.org Residential Plan Submittal Minimums ❑ Completed Building & Mechanical application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature, and date. ❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans With details, roof plan, framing plans & details. ❑ Show the height of any proposed buildings or accessory structures. ❑ Floor plan for each floor: Dimension to scale (minimum 1/8") and label each Room (including sq. footage of house and garage on plans) Show each level of existing house and square footage of any additions. ❑ All braced wall panel types: show locations and details of installation, including engineered design. ❑ Egress windows: Provide at least one window or exterior door approved for Emergency escape or rescue from a basement and in every room for sleeping. ❑ Smoke detector locations ❑ 22" X 30" attic access location ❑ 18" X 24" crawl space access: ❑ One-hour separation detail: between house and garage ❑ Floor framing details: Joist type, size, spacing and installation details ❑ Roof framing plan and details ❑ Furnace and hot water heater location. ❑ All header locations: type, size, and connections ❑ Foundation plan 0 Insulation information 47 LQ © �' •.4. r tire. ., • ` X11 ri .+d. II 'KI 'f^n,� 61- ; j ray d�. ',7 • o' �' �, . • •• . I ' :• .. ii.., , . , • 65., :, f • . - !' ii.. , .. . ::_._, _ .. . • 10.7e __.• ,,...,„ ;, . ‘. ; •' .• . • • )I G� [1/ 1 ppt�'' S . . ., .,• ..•,1 ... , i :' . . ,. , .•, .‘,. .„,, _ ..„,: 4 . . , • • j II 'tth . • 1 I 'Is ., • cr ' rn ,. I I C. q'i z! D. ,8'-D'IT ' 4.-0" 'rn '•.1 . _ � • , I ; _ ; , / 1. ' ) • I ,. .,•,! ISI '' + �h , I ';'•1;;;;'.1; 'I '•I r I.11 , •• f____r_ _l�- I" I'., rr . I' , • L 1 l• . ..,. , .,,,,,,r_.,._. . . • • x b•, rf. 'I:,,-`, , I. I' ,'1b - • ,I. ri d. 1' , m' . I !nal i ''t• a,. t r N A1 I' • a, ' o II 'iii` �(. �y ..4 "•'.II, ,r)�� II 1. ,,• •I ',I.I ,, • _- it I�,.�i.i I' .._._' 1.4.:: 7_ i , .4.• .1,•.• . "3 I'.1'iti. t ,tyi• ,,, :,: ___ ___________,.; ____ ,., . . , , /._ , 1. , j?r iii IFi.,.- a�o i 1 '3_D., • m Ht.; gr,r, .i.••••.i. • , . , .-,,,....".. 81, J.t Ito. .&')%:.,,,...i., . • .. i 1 1. I io..,.',1',11' ` , -', , L,r STRUDTURAL.P',E. REVIEW SEAL '. .. VOID WITHOUT SIGNATURE AND RAISED SEAL , �l' it � •'t 1 �1. •�11� l It; I' .. .I,. .I'I: ..,. (NOT FOR USE'iN'MA R: I r- d ;.,f 7 I • , 1 ,, lht f I 1 ISSUE#:25-4506 DATE:08/24/06 EXPIRATION DATE:06/19/07 SEAL IS APPLICABLE FOR INSTALLATION ONLY: Adam&Jolene Fisher 15222 E.20th Ave. Spokane Valley,WA 99037 STRUCTURALLY COMPLIANT WITH THE BOCA(1999);SBCCI(1999),NSPI-5(1995) UBC(1997),AND NATIONALLY ACCEPTED IBCIIRC(200012003)CODES (1311 I ED IPC-AFS - (SUPPLIED WITH CLASSIC STK N;I, BOLT . ALL KITS TWO COMPONENT PANEL BRACE C-SHORT A-FRAME ED F-LONG AFRAME ARM TWO COMPONENTS ARE BOLTED TOGTHER AND TO THE POOL PANELTO FORM A STRONG NON-ADJUSTABLE PANEL BRACE. ® THE UNIT IS ATTACHABLE TO PANEL JOINTS AND PANEL RIBS. COMPONENTS ARE MADE FROM 14 GAUGE Z-700 GA.LVAN[ZED STEEL RECOMMENDED APPLICATION TO PANEL JOINTS ONLY. (ATTACHES WITH 3 BOLTS) CAN BE USED WITH STANDARD DECK SUPPORTS (IPC-DSS) AND 30" DECK SUPPORTS (IPC-DSS30) m STRUCTURAL P.E. REVIEW SEAL VOID WITHOUT SIGNATURE AND RAISED SEAL ® (NOT FOR USE IN MASTER/BULK PERMIT APPLICATIONS)//1 rrI 'R' �% g EXI3AR STAKE F J iilimm BOLT • " Ce • ll� ISSUE#:26-4506 DATE:08/24/06 EXPIRATION DATE:06/19/07 ® SEAL IS APPLICABLE FOR INSTALLATION ONLY: Adam&Jolene Fisher 15222 E.20th Ave. • Spokane Valley,WA 99037 • STRUCTURALLY COMPLIANT WITH THE BOCA(1999):SBCCI(1999),NSPI-5(1995) UBC(19971.AND NATIONALLY ACCEPTED IBC/IRC(2000 f 2003)CODES • WALL PANEL AND BRACE CALCULATIONS FOR CLASSIC WALL PANEL (Pages 1-13) Prepared for: TECHNICAN PACIFIC INDUSTRIES, INC. 383 ELGIN STREET BRANTFORD, ONTARIO N3P5W4 Prepared By: SCHAFER ENGINEERING ASSOCIATES Ala 1885 State Street Will' Schenectady, New York 12304 Phone: (518) 3934767 Fax: (518) 393-3510 Void without- nature - --• ----..1 n col• termark. Not(or - er -- A pue No.26-4507 EXpirati '� .::,. s '7 For 1 -,•-) i,n Addr-- Only Adam a -'.12 Fisher,15222 E.20th Ave.,Spokane Valley,WA 99037 TECHNICAN PACIFIC POOLS, INC Classic Wall Panel Calculation Assumptions: a.) The panel ends provide minimal vertical stiffener reinforcement for the galvanized steel pool panels. Therefore, the critical case for calculating vertical stiffener strength occurs when a 3 foot panel is sandwiched between two 7 foot panels. b.) The concrete pour at the base of the wall (i.e., bond beam) provides 10 inches of vertical support to the panels, stiffeners and braces. c.) Refer to the last page for more Material/Installation Assumptions. Definition of Parameters: Assumed Soil Properties: (Sandy silt soil material) Wd (unit weight of dry soil) 105 lb/ft3 WW (unit weight of saturated soil) 135 Ibfft3 (soils interior angle of friction) 30 degrees K. (lateral active soil coefficient) = tan2 (454/2) 0.333 7d (equivalent active unit weight of dry soil) = K. Wd 35 lb/ft3 ys (equivalent active unit weight of saturated soil) = Ka., 45 Ib/ft3 7W (unit weight of water) 62.4 Ib/ft3 '..L (friction l factor between soil and cone ete) 0.45 Material Properties and Dimensions: Paneis/Stifeners/Channels E (modulus of elasticity) 29,000 k/in2 Fy (minimum yield stress of cold-formed steel) 42,000 ib/int Fb (allowable bending stress of cold-formed steel) 25,150 lb/in2 Fb,plate (allowable bending stress of cold formed plate steel) 31,500 ib/int Ft (allowable tensile stress of cold formed steel) 25,150 lb/in2 tp (thickness of panel, stiffener, and channel steel) 0.0720 in h (height of panel) 3.5 ft hW (depth of water) 3.0 ft heft (effective height of panel) 2.67 ft b3 (maximum unstiffened 3 foot panel width) 3.0 ft Ix (maximum unstiffened 7 foot panel width) 3.5 ft R (maximum radius of panel) 29 ft LS (effective height/length of stiffener = heft) 2.67 ft d (nominal depth of stiffener) 5.0 in Lc (maximum brace spacing) 8.0 ft Se,s (section modulus of stiffener) 0.5973 in3 bs (maximum unsupported length between stiffeners) 10.0 ft Se,c (section modulus of channel) 0.6464 in3 Void without s'; ature, - .-. seal and color -tarmark. Not for i/'aster r - it A i s. 4 e No.26-4507 Schafer Engineering Associates Expi • i e: • 1 r 1 of 13 For I i,:,� 0 •A �rA',r,- Fisher,15222 E.20th Ave.,Spokane Valley,WA 99037 . TECHNICAN PACIFIC POOLS, INC Classic Wall Panel A307 Steel Bolts Ft (tensile stress of the bolt) 20,000 lb/in2 F, (shear stress of the bolt) 10,000 Ib/in` s (bolt spacing) 6 in db (bolt diameter) 0.3750 in Concrete Bond Beam F'b (compressive strength of concrete) 2,500 lb/in2 t (thickness of base pour) 10 in we (width of base pour) 2.0 ft yb (unit weight of concrete) 145 lb/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 y 3'-O" PANEL ' EO. EO. EO. 8'-O" PANEL 4'-O" PANEL 5'-O" PANEL 6'-0" PANEL Eo. r 1A E.O. 7'-O" PANEL I Void Without I.natu = .sed seal.•d col. - el lffc1rkss'c WALL PANEL ':Not for -dr M...e? '= it 'ppli.. , �ue No.26-4507 3 E�irat r ��•/ Schafer Engineering Associates Fort ,x.,,•. , Add fr Only:Ad. a Fisher,15222 E.20th Ave.,Spokane Valley,WA 99037 2 of 13 TECHNICAN PACIFIC POOLS, INC Classic Wall Panel 2. Loading Conditions: (Calculated per unit foot of wall.) A. Dry Backfill, Pool Full Pd Pw IL.7 35 x 3.5 2 yd x h2 Total lateral dry soil load [Pd] = 2 = = 214.38 lb/ft 2 62.4 x 3.0 yW x hW2 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 [Pt] = = =18.98 ib/ft h 3.5 B. Saturated Backfill, Pool Full //\\\\/\\\ /%\���\/ L...m. Ps Pw _c \L y5 x h2 45 x 3.5 2 Total lateral saturated soil load [P5] = 2 = = 275.63 lb/ft 2 Total lateral load per unit length [P] = P„, - P5 = 280.80 — 275.6 = 5.18 lb/ft P 5.18 z Approximate distributed panel load [RA _ = = 1.48 ib/ft h 3.5 'Void .r signat - ra' I nd..1 watermark. Not In •!,rm i ir, Issue No.26-4507 Schafer Engineering Associates 3 Expi 3 of 13 For - t•n A..ress only:Adam nd Jolene Fisher,15222 E.20th Ave.,Spokane Valley,WA 99037 • • TECHNICAN PACIFIC POOLS, iNC Classic Wall Panel C. Dry Backfill, Pool Empty (See Material/Installation Assumptions) Pd Total lateral dry soil load [Pd] =214.38 lb/ft Pd 214.38 2 Approximate distributed panel load [P ] = = = 61.25 ib/ft 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 a 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 hell 35 x 2.672 P' = 2 = 2 = 124.44 lb/ft p' 124.44 Approximate distributed panel load [P'net] = = = 46.67 ib/t2 her 2.67 2 2 P' hell b42 46.67 x 2.67 x 3.5 Actual bending stress [fb] = 2 2 2 = 2 2tP (her +b4 ) 2 x 0.07202x ( 2.672+ 3.5 ) [fb] = 20,251.40 lb/in2 Fb 31,500 F.O.S. = fb = 20,251.40 1.56 > 1.0 OK Void without ignatur :ised seal and • . watermark. !Not for use; Mast. it p ions ue No.26-4507 Schafer Engineering Associates ' # •,, ` •• FishFier,15222 E.20th Ave.,Spokane Valley,WA 99037 4 of 13 O6 �-. 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.) P'net R Actual Tensile Stress [ft] = tp POOL SIDE FILL SIDE 46.67 x 29 x (1/12) Pet ft = = 1,566.36 lb/in2 0.0720 111 Ft 25,150.00 R F.O.S. = _ = 16.06 > 1.0 OK ft 1,566.36 5. Bending along Vertical Axis at Vertical Stiffener:(See Calculation Assumption a.) 7' WIDE PANEL 7,-0" FLANGE I� 1111440 tp=0.072 3'-6" 3'-6" VERTICLE 'Z' WEB ORIENTATION FLANGE =1.125 P' BRACE BRACE POINT 7'-0" POINT Modified lateral soil (P') from Section 3 applies: (Load Condition 2c governs.) Maximum bending moment [Ms] = 9 3 ( 25 + 2 ) 2 x 124.44 x 2.7 10.0 3.5 MS = 9 ( 2 + 2 ) = 287.39 ft-lb 287.39 x 12 Actual bending stress [fb] = MS = = 5,773.82 lb/in2 Se,s 0.5973 Fb 25,150 F.O.S. = fb = 5 773 82 = 4.36 > 1.0 0K Void without sij ature, i- • seal a termark. Not!Or "` s - y i Apol' a No.26-4507 Schafer Engineering Associates For I . Add • , Only:Adam and °lane Fisher,15222 E.20th Ave.,Spokane Valley,WA 99037 5 of 13 • 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 / d=5 x — FLANGE I I FLANGE=1.25 P' =1.25 WEB Pbot Ptop CHANNEL X—SECTION BRACEBRACE POINT 7'—0" POINT PLAN Modified lateral soil (P')from Section 3 applies: (Load Condition 2c governs.) p' 124.44 2 Load along the channel [Rod = = = 41.48 ib/ft 3 3 41.48 x 8.0 2 Maximum bending moment [Me] = PtoPL�2 = = 331.85 ft-lb 8 8 331.85 x 12 Actual bending stress [fb] = MC = = 6,160.62 lb/in2 Se,c 0.646 Fb 25,150 F.O.S. = fb = 6,160.62 4.08 > 1.0 OK Void • gnat - - as d ••' watermark. Not for f n = `e R •,•' •Sw ssue No.26-4507 Edi • r Schafer .'== 9/0 Schafer Engineering Associates For I _r 1,-`• Ad• — Only:Adam -r•Jolene Fisher,15222 E.20th Ave.,Spokane Valley,WA 99037 6 of 13 1 ECHNICAN 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.) d q ♦ ♦ / X• A E U WC1 C ,Om1 , = (WC/2)+ C + -al- E1 M� = Mback + Mconc = Pb amt + Pc amt = Wd heff Wc ami +yc tc Wc ami = 105 x 2.67 x 2 x 1.42 + 145 x 0.8 x 2 x 1.42 = 1,135.69 ft-lb + -Av. 2 E MOT = Mso, = Pd am2 = yd h am2 2 35 x 3.5 3.5 = x 2 3 = 250.10 ft-lb 1,135.69 F.O.S. = M` = = 4.54 > 1.5 OK 250.10 Void • • -ignatu-- -ised seal and «• watermark. Not for Mast, Ap•, /ssue No.26-4507 Schafer Engineering Associates 'Foil ..• >> • - Fisher,15222 E.20th Ave.,Spokane Valley,WA 99037 7 of 13 i ECHNICAN PACIFIC POOLS, INC Classic Wall Panel 8. Sliding Analysis: (Concrete bond beam in place. Calculated per unit foot of wall. Load Condition 2c governs.) D = d • rn Gi • __C• , . / .r -.ea 1 We Pc (`9b + 9c Ju -0— E Resist = µ(Pb + Pc) = µ(Wd hew. +yC to wC) = 0.45 x ( 105 x 2.67 x 2 + 145 x 0.8 x 2 ) = 360.75 .4.- yd h2 E Psliding = Pd = 2 35 x 3.5 2 2 = 214.38 E Presist 360.75 F.O.S. = = = 1.68 > 1.5 OK E Psliding 214.38 Void witho j .natur -i -, d-� = armark. Not tor�i t= it ppl ti+n ue No.26-4507 Schafer Engineering Associates 1 4° . i,, ,-.I. •0 For I_�-r:'� Al — Only A am a •Johne Fisher,15222 E.20th Ave.,Spokane Valley,WA 99037 8 of 13 TECHNICAN PACIFIC POOLS, INC Classic Wall Panel 9. Brace (Angle Section) Analysis: (Assumes concrete bond beam in place and 8'-0" panel length for maximum brace spacing.) P E e Px &o T ilhilk_ONG ANGLE i� 2" x 2" x 44" 14 GA. GALVANIZED ANGLE R MMIGNMEr B LATERAL LOAD DIAGRAM ADJUSTABLE and STATIONARY AFRAME ASSEMBLY A.) Compression Analysis: (Load Condition 2a governs.) 66.43 Max force at brace level [P1] = P L. = 3 8.0 = 177.13 lb p1 P1 177.13 = 371.23 lb Axial Compression Force [Pam] = _ = cos 0 cos ( 61.5 ) 0.4772 P. 371.23 Actual axial stress [fa] = = = 1,260.96 iblin2 Aa 0.2944 kLa 1.0x44 _ = 109.64 Cc = 126.1 Fa = 11.72 ra 0.4013 Fa 11.720 F.O.S. = fa = 1.2610 9.29 > 1.0 OK Vont ' •` Si•nI rai > I - d , watermark. Not • r m arm •' ->i Issue No.26-4507 Schafer Engineering Associates Rr ft, 9of13 i., r� -. .; 19/0 Fort . 2• A ress Only:Adam i •Jolene Fisher,15222 E.20th Ave.,Spokane Valley,WA 99037 TECHNICAN PACIFIC POOLS, INC Classic Wall Panel Section Properties of Angle Brace --VERTICAL LEG ir b I d 1 c 4, b= 0.075 I = 0.0500 c= 1.000 A= 0.150 d= 2.000 — HORIZONTAL LEG E---b--o- h I 71c 1 b= 1.9250 1 = 0.0001 h = 0.0750 Stop= 0.0018 c= 1.9625 Snot= 0.0018 A= 0.1444 -- PROPERTIES TOTAL SECTION %total = 1.4721 !total = 0.1182 Atotat = 0.2944 rx= 0.6337 k = -0.07081 In = 0.047412 ra = 0.401324 Void .4a,' sig : e, ' 1 an• ••Ior watermark. iklot •r -i r it - a.,•. Issue No.26-4507 Schafer Engineering Associates !Ottfit; a r./1 '. r "c.• •ddress Only.A•- and ' Jolene Fisher,15222 E.20th Ave.,Spokane Valley,WA 99037 10 of 13 TECHNICAN PACIFIC POOLS, INC Classic Wall Panel B.) Tension Analysis: (Load Condition 2c governs and modified lateral load [P']from Section 3 applies.) • 124.44 Max force at brace [Pi] = 3 L. = 3 8.0 = 331.85 lb p, _ P1 331.85 Axial Tension Force [Pa#] = cos 8 = = 695.47 lb cos (61.5) 0.4772 p 695.47 2 Actual axial stress [fa] = = = 2,362.35 ib/in Aa 0.2944 21.600 F.O.S. = f a = = 9.14 > 1.0 OK 2.3623 Void ignatu - -'�> 4 watermark. Not for ,� =st it pp •Issue No.26-4507 Schafer Engineering Associates For A., .. Only.Adam Jolene Fisher,15222 E.20th Ave.,Spokane Valley,WA 99037 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 • alt..Actual axial stress [fa] = Pa"` _ = 1,890.63 lb/in2 [ A, 0.1963 TURNBUCKLE k L, 1 x 19 TH2"A — 19" A307 152 Cc = 126.1 THREADED ROD rr 0.125 Fa = 6.46 +.."•ov Fa 6.46 3.42 > 1.0 OK TURNBUCKLE and THREADED ROD F.O.S. = = =fa 1.8906 AFRAME ASSEMBLY B.) Tension Analysis: (Load Condition 2c governs and modified lateral load [P']from Section 3 applies.) pax, 695.47 2 Actual axial tensile stress [ft] = = = 3,542.02 lb/in A, 0.1963 Ft 21.6 F.O.S. = = = 6.10 > 1.0 OK ft 3.5420 11. Steal B....Ana•ys•s: A.) Check Bolt Shear: (Load Condition 2c governs and modified lateral load [P']from Section 3 applies. Refer to Section 9b of brace analysis.) P. 695.47 Actual bolt shear stress [fv] = = = 6,296.93 lb/in2 Ab 0.1104 Fy 10,000 F.O.S. = = = 1.59 > 1.0 OK f, 6,296.93 B.) Check Bolt Tension Stress: (Load Condition 2c governs and modified lateral distributed panel load [P'„et]from Section 3 applies. Refer to Section 4 of radial panel analysis.) Maximum tensile force[T] = P'„at R = 46.67 x 29 = 1,353.33 lb/in of panel depth 1,353.33 x 6 x (1/12) Actual bolt tensile stress [ft] = T S = = 6,126.64 lb Ab 0.1104 20,000 F.O.S. = ft = = 3.26 > 1.0 OK 6,126.64 Void without ature, - .-• I color termark. Not fpr ii a er• ' A pii 'o 1.. e No.26-4507 Schafer Engineering Associates Expiratio- ►- •.,1' •• For I .'r,',.. �.. >, Only.Ada a •J•'rA- Fisher,15222 E.20th Ave.,Spokane Valley,WA 99037 12 of 13 • • TECHNICAN PACIFIC POOLS, INC Classic Wall Panel • Material/Installation Assumptions 1. Wall panel, brace and panel/brace fastener sizes, thickness, dimensional characteristics, material properties and strengths used in these calculations were provided by Technican Pacific Pools, Inc. These calculations assume that these elements have uniform thicknesses, sizes, and material properties/strengths and that they are free of defects. These calculations cover only those elements identified herein and do not cover liners, ladders, steps, slides, decks, railings, etc. This pool system is intended to be installed only by factory trained and approved distributors/contractors. 2. Soil pressures used in these calculations constitute those soils which are in their active state and have a maximum equivalent fluid pressure equal to 35#/ft3 under non-saturated conditions and 45#/ft3 under saturated conditions. See definition of parameters section for more soil type assumptions used in these calculations. These calculations do ,n,,,gt, consider the existence of expansive or adobe-type soils, high groundwater table conditions, nr adjacent uncompacted coil fill conditions. If existing cite soil conditions dictate a different nr potentially higher equivalent fluid pressure than those used herein, the pool Purchaser/Installer shall contact a local Geotechnical (Soils) Engineer for additional guidance and direction prior to pool installation. 3. Wall panel backfill materials shall consist of clean porous soils, free of roots and debris, installed and carefully tamped to eliminate voids, in layers not exceeding 12" thick. In addition, backfill materials shall not exceed the same equivalent fluid pressure characteristics identified in Item 2 above. Lastly, backfilling operations behind the pool panels must be performed in conjunction with the pool filling operations. Although these calculations show that backfill material can be placed behind the pool panels when the pool is empty, these pool panels should not be considered capable of independently withstanding either the pool water's lateral forces or the lateral soil forces (from behind the pool panels). 4. The pool is designed to remain full of water at all times. The pool may be damaged if the water level is allowed to drop below the pool inlet. When appreciable drawdown is noticed or if it becomes necessary to drain the pool, contact Technican Pacific Pools, Inc. or its agent immediately for instructions. Temporary shoring of the pool paneili; b ,rcoetp ed., Igo5. These structural calcdtat shall be considered void if not complete (pages 1 - 13) and do not contain a raised P.E. review seal, signature, and color watermark on each page. 6. Pool system is not designed for earthquake or surcharge loading (i.e., neighboring structures, vehicles, trees, equipment, etc.). 7. Finished decks and/or grades shall be constructed in accordance with the pool manufacturer's guidelines and be sloped away from the pool copings at a rate of not less than 1/4" per foot. 8. Concrete bond beam dimensions shall be 10"x 2'-0"minimum. 9. These calculations are in compliance with the following state and national codes: 1. 2000 Nationally accepted International Building Code(IBC) 2. 1999 Building Officials&Code Administrators(SOCA) 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 wit • 4-ignatu, .iced seal and ►•,• watermark. Not for .-.: Mast •-nn' A..1.- '. - ssue No.26-4507 Schafer Engineering Associates Expire .it •-t: r• • + 13 of 13 For I -.••ti'. ,, LIP =.-- •• _ -rte Fisher,15222 E.20th Ave.,Spokane Valley,WA 99037 CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS • MENU - +' "F F COMPLIANCE SPOKANE JJ j 3x,11 ING DIVISION ---41I I 12 � 1 1 S 3g APIA A lirAi II ' , g6"' `C '- L"G 3L N kzi PLANNING DEPT.AWED tip ,d/ A , '/- k51 DATE: h 0 :/,,,E#/ r. Ati /522 7,— 6" '`'� / crn!e k U9/ , l r' 37 Client 4P11,111 Jd es1-6 f/51 Coping 4� Facia Decking ✓� ' POOL WORLD WA(unit aetor Registration#PU-OL-W1.241('P Fire Pit • BBQ _ 13524 E Sprague Ave Regmriion#13(•°°tra<<°, Pool Aii Spa I Deluxe model) Water Feature i Bar • Stools • TableRegis"�``°°#13698-A_4(47, Spokane, Washington 99216 Return Appointment I (509) 928-6585 • Fax (509) 928-9469 © 2003 All rights reserved. ['vol World • Spokane, WA • 99216 www.poolworld.biz• e-mail: ted@poolworld.biz I