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2006, 03-15 Permit App: 06000793 Pool Project Number: 06000793 Inv: 1 Application Date: 3/15/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 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: Plat Key: 000000 Name: Range District: East Parcel Number: 45252.5113 Block: Lot: SiteAddress: 16224 E 16TH AVE Owner:Name: STILES,GARY Address: 16224 E 16TH AVE Location::CSV SPOKANE VALLEY WA 99037 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: 1,812.00 Acres Width: 131 Depth: 181 Right Of Way(ft): 60 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: Review Building Plan Review Released By: Originally Released: 3/14/2006 By: TMELBOU Landuse/Zoning/HE Conditions Released By: Originally Released: 3/14/2006 By: Mharnois ermits: 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 Operator: CJJ Printed By: AMB Print Date: 3/15/2006 Project Number: 06000793 Inv: 1 Application Date: 3/15/2006 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit 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 ym, �u �Ns,. Payment Summary: .... Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Mechanical Permit $15.00 $15.00 $0.00 $15.00 Swimming Pool $54.50 $54.50 $0.00 $54.50 $69.50 $69.50 $0.00 $69.50 Disclaimer: Submittal of this application certifies the owner(or person(s)authorized by the owner)has both examined and finds the information contained within to be true and correct,and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for,or an approval of,any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: CJJ Printed By: AMB Print Date: 3/15/2006 Project Number: 06000793 Inv: 1 Application Date: 03/13/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 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: Plat Key: 000000 Name: unknown District: East Parcel Number: 45252.5113 Block: Lot: SiteAddress: 16224 E 16TH AVE Owner:Name: STILES,GARY Address: 16224 E 16TH AVE Location::CSV SPOKANE VALLEY WA 99037 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: 1,812.00 Acres Width: 131 Depth: 181 Right Of Way(ft): 60 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: �.z= Review Building Plan Review rdB Landuse/Zoning/HE Conditions Re �`By �1 Building Permit Contractor: POOL WORLD INC Firm: POOL WORLD INC Address: PO BOX 14927 Phone: (509)928-6585 SPOKANE,WA 99214 Operator: CJJ Printed By: CJJ Print Date: 03/13/2006 Project Number: 06000793 Inv: 1 Application Date: 03/13/2006 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Pa meet Summa tee. , 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: CJJ Printed By: CJJ Print Date: 03/13/2006 • 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: 'I�IIIII' SCHAFER ENGINEERING ASSOCIATES 1885 State Street 100111' Schenectady, New York 12304 Phone: (518) 393-4767 Fax: (518) 393-3510 y F Vote•d 'gnatu ,5Bise a d g watermark. Not Vol?r stair Peynits ppli IO ssue No 26-3818 For I '.n Address Only:Gary a Lisa Stiles,16224 E.16th,Spokane Valley,WA 99037 TECHNICAN PACIFIC POOLS, INC Classic Wall Panel Calculation Assumptions: a.) The panel ends provide minimal vertical stiffener reinforcement for the galvanized steel pool panels. Therefore, the critical case for calculating vertical stiffener strength occurs when a 3 foot panel is sandwiched between two 7 foot panels. b.) The concrete pour at the base of the wall (i.e., bond beam) provides 10 inches of vertical support to the panels, stiffeners and braces. c.) Refer to the last page for more Material/Installation Assumptions. Definition of Parameters: Assumed Soil Properties: (Sandy silt soil material) Wd (unit weight of dry soil) 105 lb/ft3 WW (unit weight of saturated soil) 135 lb/ft3 (ti (soils interior angle of friction) 30 degrees Ka (lateral active soil coefficient) = tan2 (45-(D/2) 0.333 yd (equivalent active unit weight of dry soil) = Ka Wd 35 lb/ft3 ys (equivalent active unit weight of saturated soil) = KaW,, 45 Ib/ft3 yW (unit weight of water) 62.4 lb/ft3 (friction factor between soil and concrete) 0.45 Material Properties and Dimensions: Panels/Stiffeners/Channels E (modulus of elasticity) 29,000 k/in2 Fy (minimum yield stress of cold-formed steel) 42,000 lb/in2 Fb (allowable bending stress of cold-formed steel) 25,150 lb/in2 Fb,plate (allowable bending stress of cold-formed plate steel) 31,500 lb/in2 Ft (allowable tensile stress of cold-formed steel) 25,150 lb/in2 tp (thickness of panel, stiffener, and channel steel) 0.0720 in h (height of panel) 3.5 ft hW (depth of water) 3.0 ft he (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 LS (effective height/length of stiffener = he) 2.67 ft d (nominal depth of stiffener) 5.0 in Lc (maximum brace spacing) 8.0 ft Se,. (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 'e atureed I color ermark. Not for u i a er pec►h t A plicatiohs. No.26-3818 Schafer Engineering Associates Expirati• . 1953/7 Fi1i ��;, 1of 13 For I •rI ;n Addrrss Only.Gary�'�nd,t.i iles,16224 E.16th,Spokane Valley,WA 99037 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 tc (thickness of base pour) 10 in we (width of base pour) 2.0 ft yc (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 r, (radius of gyration of rod) 0.125 in k (effective length factor) 1.0 Analyses: 1. General Panel Configuration X 3'-O" PANEL r CO. EO. EO. 8'-O" PANEL -� . 4'-0" PANEL 5'-0" PANEL 6'-0" PANEL EO. E.O. 7'-0" PANEL Void without si, ature, •i -• seal and colo4at a it WALL PANEL Not for use 'aster ;e 'it Akplic tions. No.26-3818 a Schafer Engineering Associates Expiratid,' :90/1.10 n i For I �• ; 3 --ti Only:itall ifldc 9-"Iles,16224 E.16th,Spokane Valley,WA 99037 2 of 13 i TECHNICAN PACIFIC POOLS, INC Classic Wall Panel 2. Loading Conditions: (Calculated per unit foot of wall.) A. Dry Backfill, Pool Full Pd PW = L. 2 35 x 3.52 h Total lateral dry soil load [Pd] = Yd2 == 214.38 lb/ft 2 2 Total lateral water load [PW] = YW x hW2 = 62.4 x 3.0 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 [Peet] = h = =18.98 ib/ft2 3.5 B. Saturated Backfill, Pool Full P S PW _c IL.* 2 Total lateral saturated soil load [Ps] = YS x h2 = 45 x 3.5 2 = 275.63 lb/ft 2 Total lateral load per unit length [P] = PW - Pg = 280.80 — 275.6 = 5.18 lb/ft P 5.18 2 Approximate distributed panel load [Pet] = _ = 1.48 ib/ft h 3.5 Void witho ature/rai,led Itt olor ermark. Not for u -1 a r 6+e it Ap licaa io a No.26-3818 Schafer Engineering Associates i Expirati t -"_J -.,i ec ' L 3 of 13 'For 1 -- - = "n Address Only:Gary and t4isa Stiles,16224 E.16th,Spokane Valley,WA 99037 TECHNICAN PACIFIC POOLS, INC Classic Wall Panel C. Dry Backfill, Pool Empty (See Material/Installation Assumptions) Pd ‘1L Total lateral dry soil load [Pa] =214.38 lb/ft pa 214.38 Approximate distributed panel load [P at] = = = 61.25 Ib/ft2 h 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 h�t2 35 x 2.67 2 P' = 2 = 2 = 124.44 lb/ft 124.44 Approximate distributed panel load [Pined = P = = 46.67 ibift2 hit 2.67 P'netheff2b42 46.67 x 2.672 x 3.52 Actual bending stress [fb] = 2tp2(h�2+b42) 2 x 0.07202x ( 2.67 2+ 3.5 2) [fb] = 20,251.40 I b/i n2 Fb 31,500 F.O.S. = _ = 1.56 > 1.0 OK fb 20,251.40 Void wit , gn. ure,raised I andico r' ermark. Not for :'- a M.(a P,4rr t c t', ue No.26-3818 i iii .� X07 y; i Schafer Engineering Associates For Instal on Addr Only:Gary and/Lisa Stiles,16224 E.16th,Spokane Valley,WA 99037 4 of 13 TECHNICAN PACIFIC POOLS, INC Classic Wall Panel 4. Radial Panel Analysis: (Tensile hoop stress. Load Condition 2c governs and modified lateral distributed panel load [Pine ] from Section 3 applies.) P'�et R Actual Tensile Stress [ft] = tp POOL SIDE FILL SIDE 46.67 x 29 x (1/12) a ft = = 1,566.36 lb/int "` 0.0720 Ft 25,150.00 R 1 F.O.S. = ft 1,566.36 16.06 > 1.0 OK ir 5. Bending along Vertical Axis at Vertical Stiffener:(See Calculation Assumption a.) 7' WIDE PANEL FLANGE at- - ,,, „,\ co tp=0.072 3'-6" 3'-6" a 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 M. = 9 ( 2 + 2 ) = 287.39 ft-lb 287.39 x 12 Actual bending stress [fb] = Mg = = 5,773.82 lb/int Se,s 0.5973 Fb 25,150 F.O.S. = fb = 5 773.82 4.36 > 1.0 OK I Void witho ignat e,raised nd cql�watermark. Not ford n str Pe�rrtAp�ior .;ssue No.26-3818 Schafer Engineering Associates ':For I sta 'ion,c'' ress O ly:G-iry affdt sa Stiles,16224 E.16th,Spokane Valley,WA 99037 5 of 13 la 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 `. VIII x d=5 FLANGE I I FLANGE=1.25 P' =1.25 WEB Pbot c_ Ptop CHANNEL X—SECTION BRACEBRACE POINT /—0 POINT PLAN Modified lateral soil (P') from Section 3 applies: (Load Condition 2c governs.) P' 124.44 2 Load along the channel [Plop] = 3 = 3 = 41.48 Ib/ft 41.48 x 8.0 2 Maximum bending moment [M.] = PPL°2 = = 331.85 ft-lb 8 8 331.85 x 12 Actual bending stress [fb] = M° = = 6,160.62 Ib/int S0,0 0.646 Fb 25,150 F.O.S. = fb 6,160.62 4.08 > 1.0 OK Void without sig ure rareseal androglor ark. Not for use i iter Pe �pplkatio s.11 No.26-3818 Schafer Engineering Associates Expiration r�..: jP , d 2�" n9 9 For Instal ion ddress(bnly:Gary and Li gifts,16224 E.16th,Spokane Valley,WA 99037 6 of 13 • 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.) � � d • Wc ' / Qni1 = (WC/2)+ C E Mresist = Mback + Mconc = Pb ami + Pc ami = Wd heff We ami + Yc tc We ami = 105 x 2.67 x 2 x 1.42 + 145 x 0.8 x 2 x 1.42 = 1,135.69 ft-lb 2 E MOT = Msoil = Pd am2 = Yd2 h am2 2 35 x 3.5 3.5 x 2 3 = 250.10 ft-lb E Mresist 1,135.69 F.O.S. = E MOT = 4.54 > 1.5 OK 250.10 Void without-•natur iced seal and coloyratermark. Not for use aster/Pemtit li ns�I ue No.26-3818 Pp ° r Schafer Engineering Associates For In y 94saiutiles,16224 E.16th,Spokane Valley,WA 99037 7 of 13 L, I' 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.) c- d a) c- • ` W {Pb + Pc )u C c E Presist = µ(Pe + Pc) = µ(Wd hew. + yc tc wc) = 0.45 x ( 105 x 2.67 x 2 + 145 x 0.8 x 2 ) = 360.75 �.- yd h2 Psliding = Pd = 2 2 35 x 3.5 2 = 214.38 E Frasier 360.75 F.O.S. _ _ = 1.68 > 1.5 OK E Psliding 214.38 Void without ?.nature raised\seal and col�3watermark. Not for M••er Pgrr it t ppluatigns/ lieeue No.26-3818 �' .�.• 1 7�,_ WJE,`- �. � Schafer Engineering Associates EPI • For In-r .n Addigss Only Gary alLisa Stiles,16224 E.16th,Spokane Valley,WA 99037 8 of 13 f 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.) IT B -- P.. e . dila T 1 LONG ANGLE i� 2" x 2" x 44" 14 GA. GALVANIZED ANGLE E _fir B �n-�:=ate, LATERAL LOAD DIAGRAM ADJUSTABLE and STATIONARY AFRAME ASSEMBLY A.) Compression Analysis: (Load Condition 2a governs.) 66.43 Max force at brace level [Pi] = 3 Lc = 3 8.0 = 177.13 lb Axial Compression Force [Paaa] = 131 P1 = 177.13 = 371.23 lb cos 8cos ( 61.5 ) 0.4772 paXC 371.23 Actual axial stress [fa] = = = 1,260.96 lb/int 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 I 1 Void wit 1 LL• ignatu'e,wea,ised sarri• •,• •'watermark. Not for ;T • _r 'edit A•••f;-�,• - , sue No.26-3818 Schafer Engineering Associates Ei• '). 9/07 d 9of13 For Instal .• Ad•gess Only:Gary a . Lisa Stiles,16224 E.16th,Spokane Valley,WA 99037 • TECHNICAN PACIFIC POOLS, INC Classic Wall Panel Section Properties of Angle Brace --VERTICAL LEG b b= 0.075 1 = 0.0500 c= 1.000 A= 0.150 d = 2.000 -- HORIZONTAL LEG <--b h b= 1.9250 1 = 0.0001 h = 0.0750 Stop= 0.0018 c= 1.9625 Seot= 0.0018 A= 0.1444 -- PROPERTIES TOTAL SECTION dotal = 1.4721 'total = 0.1182 Atotal = 0.2944 ra = 0.6337 k = -0.07081 Izz = 0.047412 ru = 0.401324 Void without si• ature,�//,sd ssal a color ermark. IVotttor u-rn �r P,�emiPd9Ap li 'ns e No.26-3818 Schafer Engineering Associates *aliot9 > L ri For I r o• Addr s OnlyyGary18nd t$sIlles,16224 E.16th,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 131 P1 331.85 Axial Tension Force [Pad] = _ _ = 695.47 lb COS 8 cos (61.5) 0.4772 p� 695.47 Actual axial stress [fa] = = = 2,362.35 Ib/int Aa 0.2944 Fa 21.600 F.O.S. = fa = 2.3623 9.14 > 1.0 OK ;Void wit • •nature, 9ised I a co r ermark. 'Not for ' MStei'P�r!iit i ppli tiyih Sue No.26-3818 Schafer Engineering Associates Expire .7'ii -, : •.<. /071 ° v` ' For Inst I'on Add,ess Only Gary and Lisa Stiles,16224 E.16th,Spokane Valley,WA 99037 11 of 13 A 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.) P= 371.23 • Actual axial stress [fa] = _ = 1,890.63 lb/int , A, 0.1963 TURNBUCKLETHREADEDROD k Lr 1 x 19 1/2.0 - 19" A307 _ = 152 Cc = 126.1 I- 0.125 Fa = 6.46 Fa _ 6.46 F.O.S. = _fa 1.8906 3.42 > 1.0 OK TURNBUCKLE and THREADED ROD AFRAME ASSEMBLY B.) Tension Analysis: (Load Condition 2c governs and modified lateral load [P'] from Section 3 applies.) Rod 695.47 Actual axial tensile stress [ft] = _ = 3,542.02 ib/in2 A 0.1963 Ft 21.6 F.O.S. = ft = 3.5420 = 6.10 > 1.0 OK 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.) P. 695.47 Actual bolt shear stress [t] = _ = 6,296.93 lb/in2 Ab 0.1104 10,000 F.O.S. = f V = = 1.59 > 1.0 OK 6,296.93 B.) Check Bolt Tension Stress: (Load Condition 2c governs and modified lateral distributed panel load [Pinar] from Section 3 applies. Refer to Section 4 of radial panel analysis.) Maximum tensile force [T] = P'net R = 46.67 x 29 = 1,353.33 lb/In of panel depth Actual bolt tensile stress [ft] = T S =1,353.33 x 6 x (112) = 6,126.64 lb Ab 0.1104 20,000 F.O.S. = Ft = = 3.26 > 1.0 OK 6,126.64 f b Void without nature'raised�l col ermark. Ni*fpr u r t f a 1 er Pe�njt Ap�pl rid'�I ue No.26-3818 J1 Y Schafer Engineering Associates ExpiratiO, ,r!=i ;/ 107 L \j . f:11 For I Addre$s Only:Gary and 9sa Stiles,16224 E.16th,Spokane Valley,WA 99037 12 of 13 APPENDIX G SWIMMING POOLS, SPAS AND HOT TUBS SECTION AG101 SECTION AG104 GENERAL SPAS AND HOT TUBS AG101.1 General.The provisions of this appendix shall con- AG104.1 Permanently installed spas and hot tubs. trol the design and construction of swimming pools, spas and Permanently installed spas and hot tubs shall be designed and hot tubs installed in or on the lot of a one- and two-family constructed in conformance with ANSI/NSPI-3 as listed in dwelling. Section AG108. AG104.2 Portable spas and hot tubs.Portable spas and hot SECTION AG102 tubs shall be designed and constructed in conformance with DEFINITIONS ANSI/NSPI-6 as listed in Section AG108. AG102.1 General.For the purposes of these requirements,the terms used shall be defined as follows and as set forth in Chap- SECTION AG105 ter 2. BARRIER REQUIREMENTS ABOVE-GROUND/ON-GROUND POOL.See"Swimming AG105.1 Application. The provisions of this chapter shall pool." control the design of barriers for residential swimming pools, spas and hot tubs.These design controls are intended to provide BARRIER. A fence, wall, building wall or combination Protection against potential drownings and near-drownings by thereof which completely surrounds the swimming pool and obstructs access to the swimming pool. restricting access to swimming pools, spas and hot tubs. HOT TUB.See"Swimming pool." AG105.2 Outdoor swimming pool. An outdoor swimming pool,including an in-ground,aboveground or on-ground pool, IN-GROUND POOL.See"Swimming pool." hot tub or spa shall be provided with a barrier which shall com- RESIDENTIAL.That which is situated on the premises of a ply with the following: detached one- or two-family dwelling or a one-family town- 1. The top of the barrier shall be at least 48 inches (1219 house not more than three stories in height. mm) above grade measured on the side of the barrier SPA,NONPORTABLE.See"Swimming pool." which faces away from the swimming pool. The maxi- SPA, PORTABLE. A nonpermanent structure intended for mum vertical clearance between grade and the bottom of recreational bathing, in which all controls, water-heating and the barrier shall be 2 inches (51 mm) measured on the water-circulating equipment are an integral part of the product. side of the barrier which faces away from the swimming pool.Where the top of the pool structure is above grade, SWIMMING POOL. Any structure intended for swimming such as an aboveground pool, the barrier may be at or recreational bathing that contains water over 24 inches(610 ground level,such as the pool structure,or mounted on mm) deep. This includes in-ground, aboveground and top of the pool structure.Where the barrier is mounted on on-ground swimming pools,hot tubs and spas. top of the pool structure,the maximum vertical clearance SWIMMING POOL,INDOOR.A swimming pool which is between the top of the pool structure and the bottom of totally contained within a structure and surrounded on all four the barrier shall be 4 inches(102 mm). sides by walls of said structure. 2. Openings in the barrier shall not allow passage of a SWIMMING POOL, OUTDOOR. Any swimming pool 4-inch-diameter(102 mm)sphere. which is not an indoor pool. 3. Solid barriers which do not have openings,such as a ma- sonry or stone wall,shall not contain indentations or pro- trusions except for normal construction tolerances and SECTION AG1 03 tooled masonry joints. SWIMMING POOLS 4. Where the barrier is composed of horizontal and vertical AG103.1 In-ground pools.In-ground pools shall be designed members and the distance between the tops of the hori- and constructed in conformance with ANSI/NSPI-5 as listed in zontal members is less than 45 inches (1143 mm), the Section AG108. horizontal members shall be located on the swimming AG103.2 Above-ground and on-ground pools. pool side of the fence. Spacing between vertical mem- Above-ground and on-ground pools shall be designed and con- bers shall not exceed 1.75 inches (44 mm) in width. structed in conformance with ANSI/NSPI-4 as listed in Section Where there are decorative cutouts within vertical mem- AG108. bers, spacing within the cutouts shall not exceed 1.75 inches(44 mm)in width. 5. Where the barrier is composed of horizontal and vertical members and the distance between the tops of the hori- 2003 INTERNATIONAL RESIDENTIAL CODE® 567 APPENDIX G SWIMMING POOLS,SPAS AND HOT TUBS zontal members is 45 inches(1143 mm)or more,spacing structure,and the means of access is a ladder or steps, between vertical members shall not exceed 4 inches(102 then: mm).Where there are decorative cutouts within vertical 10.1. The ladder or steps shall be capable of being se members, spacing within the cutouts shall not exceed cured,locked or removed to prevent access,or 1.75 inches(44 mm)in width. 6. Maximum mesh size for chain link fences shall be a 10.2. The ladder or steps shall be surrounded by a 2.25-inch (57 mm) square unless the fence is provided barrier which meets the requirements of Section with slats fastened at the top or the bottom which reduce AG105.2, Items 1 through 9. When the ladder the openings to not more than 1.75 inches(44 mm). or steps are secured, locked or removed, any opening created shall not allow the passage of a 7. Where the barrier is composed of diagonal members, 4-inch-diameter(102 mm)sphere. such as a lattice fence,the maximum opening formed by the diagonal members shall not be more than 1.75 inches AG105.3 Indoor swimming pool.All walls surrounding an in- (44 mm). door swimming pool shall comply with Section AG105.2,Item 9. 8. Access gates shall comply with the requirements of Sec- tion AG105.2,Items 1 through 7,and shall be equipped AG105.4 Prohibited locations.Barriers shall be located so as to accommodate a locking device. Pedestrian access to prohibit permanent structures,equipment or similar objects gates shall open outward away from the pool and shall be from being used to climb the barriers. self-closing and have a self-latching device.Gates other AG105.5 Barrier exceptions. Spas or hot tubs with a safety than pedestrian access gates shall have a self-latching de- cover which complies with ASTM F 1346,as listed in Section vice. Where the release mechanism of the self-latching AG 107,shall be exempt from the provisions of this appendix. device is located less than 54 inches(1372 mm)from the bottom of the gate,the release mechanism and openings shall comply with the following: SECTION AG106 8.1. The release mechanism shall be located on the ENTRAPMENT PROTECTION FOR SWIMMING pool side of the gate at least 3 inches(76 mm)be- POOL AND SPA SUCTION OUTLETS low the top of the gate, and AG106.1 General. Suction outlets shall be designed to pro- 8.2. The gate greater than and barriernch(r 27 shallmhave wenn 10 o8pening ghes duce circulation throughout the pool or spa. Single outlet sys- greater tems,such as automatic vacuum cleaner systems,or other such (457 mm)of the release mechanism. multiple suction outlets whether isolated by valves or other- 9. Where a wall of a dwelling serves as part of the barrier wise shall be protected against user entrapment. one of the following conditions shall be met: AG106.2 Suction fittings. All Pool and Spa suction outlets 9.1. The pool shall be equipped with a powered safety shall be provided with a cover that conforms with ANSI/ASME cover in compliance with ASTM F1346;or A112.19.8M, or a 12" x 12" drain grate or larger, or an ap- 9.2. All doors with direct access to the pool through proved channel drain system. that wall shall be equipped with an alarm which Exception: Surface skimmers produces an audible warning when the door and its screen,if present,are opened.The alarm shall AG106.3 Atmospheric vacuum relief system required. All sound continuously for a minimum of 30 seconds pool and spa single or multiple outlet circulation systems shall immediately after the door is opened and be ca- be equipped with atmospheric vacuum relief should grate cov- pable of being heard throughout the house during ers located therein become missing or broken.Such vacuum re- normal household activities.The alarm shall au- lief systems shall include at least one approved or engineered tomatically reset under all conditions.The alarm method of the type specified herein,as follows: system shall be equipped with a manual means, 1. Safety vacuum release system conforming to ASME such as touchpad or switch,to temporarily deac- A112.19.17,or tivate the alarm for a single opening.Such deacti- vation shall last for not more than 15 seconds. 2. An approved gravity drainage system The deactivation switch(es) shall be located at AG106.4 Dual drain separation.Single or multiple pump cir- least 54 inches(1372 mm)above the threshold of culation systems shall be provided with a minimum of two(2) the door;or suction outlets of the approved type.A minimum horizontal or 9.3. Other means of protection, such as self-closing vertical distance of three (3) feet shall separate such outlets. doors with self-latching devices, which are ap- These suction outlets shall be piped so that water is drawn proved by the governing body, shall be accept- through them simultaneously through a vacuum relief- able so long as the degree of protection afforded protected line to the pump or pumps. is not less than the protection afforded by Item AG106.5 Pool cleaner fittings. Where provided, vacuum or , 9.1 or 9.2 described above. pressure cleaner fitting(s)shall be located in an accessible posi- `I 10. Where an aboveground pool structure is used as a bar- tion(s) at least (6) inches and not greater than twelve (12) rier or where the barrier is mounted on top of the pool inches below the minimum operational water level or as an at- tachment to the skimmer(s). 568 2003 INTERNATIONAL RESIDENTIAL CODE® 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. X4 These calculations do not consider the existence of expansive or adobe-type soils, high groundwater table conditions, or adjacent uncompacted soil fill conditions. If existing site soil conditions dictate a different or potentially higher equivalent fluid pressure than those used herein, the pool Purchaser/Installer shall contact a local Geotechnical (Soils) Engineer for additional guidance and direction prior to pool installation. 3. Wall panel backfill materials shall consist of clean porous soils, free of roots and debris, installed and carefully tamped to eliminate voids, in layers not exceeding 12" thick. In addition, backfill materials shall not exceed the same equivalent fluid pressure characteristics identified in Item 2 above. Lastly, backfilling operations behind the pool panels must be performed in conjunction with the pool filling operations. Although these calculations show that backfill material can be placed behind the pool panels when the pool is empty, these pool panels should not be considered capable of independently withstanding either the pool water's lateral forces or the lateral soil forces (from behind the pool panels). 4. The pool is designed to remain full of water at all times. The pool may be damaged if the water level is allowed to drop below the pool inlet. When appreciable drawdown is noticed or if it becomes necessary to drain the pool, contact Technican Pacific Pools, Inc. or its agent immediately for instructions. Temporary shoring of the pool panels is highly recommended. 5. These structural calculations shall be considered void if not complete (pages 1 - 13) and do not contain a raised P.E. review seal, signature, and color watermark on each page. 6. Pool system is not designed for earthquake or surcharge loading (i.e., neighboring structures, vehicles, trees, equipment, etc.). 7. Finished decks and/or grades shall be constructed in accordance with the pool manufacturer's guidelines and be sloped away from the pool copings at a rate of not less than 1/4" per foot. 8. Concrete bond beam dimensions shall be 10"x 2'-0"minimum. 9. These calculations are in compliance with the following state and national codes: 1. 2000 Nationally accepted International Building Code (IBC) 2. 1999 Building Officials&Code Administrators(BOCA) 3. 1999 Standard Building Code (SBCCI) 4. 1997 Uniform Building Code (UBC) 10. Refer to the Pool Manufacture's Installation Manual for additional restrictions, requirements, guidelines, and recommendations. Void without si! ature, sed seal and color watermark. NOt for use in.it aster f,# it Applications. lie No.26-3818 Schafer Engineering Associates Expiratio 'I:06/147 , r, �, 13 of 13 For 1 r 4dr �jly,3ary an4 l�s Stiles,16224 E.16th,Spokane Valley,WA 99037 ' .r S' 40• 8'-0.2( 8'-0• . er-o' , 4'-D e'-eliT de/ 1.i' ` J to i � Z 4 � a co 1, c W OJI=QOQW "t �o .q W E.C N0 2 U Nd0Z°H Mib �� rii o r 3• ' Og oZCL °oit_m c:1 '°M o ? a Wa NN IX N Y 1 . dd WcNQrW4p §Ilk > iii > 1 Z U • -• FIT'FIT' 11/4 73-8'-o a' �4--0' e'-o a Q C-°- , ,„,> ,- W 0116 90' a J Z W o2 ' - c r_1- C W�c9 xis ! — Q 2 ca �Zc -(�� ^-� -1 1 H F 2 J J Q ��/�v . O 8.jk1ERACE WRIER LEVEL. r 0 U Z `�'�,a n z V��e 1/� 1 `, a O z ,"�. h 2 = N i U a `D j t� C �' = W Q J r YD W SI Ce N ILI W JQ Si H K_ 2' Flus)+ 5.CD OLL t-CO 1 f _ ce -0' b'-0' 14' 0' IY-D' O ? I. •`'• CLASSIC BE • •• aQ$L4/9111W STEEL -- "114""):"" "`,i°i'swi cru d N alfsiame •moo 18 X 3 6 RECTANGLE 9 Q DEGREEM 1H TME OOANQ/ILRMG EOVpYfl6 MANOrACTURCIFS SIFEOFKAOCFS PLEASE CGNIACI TME Q V C/SIDING 0/N: CL1836REC90 HAND: NONE DATE: 03/07/06 counnooft I N FOR'MP svoonranas' at 2000 CODE: ISK—CUSTOMKIT S.O,q "•* PERIMETER: 108'-0" mats° D Aiwan VIS AND NAPE beo �paa CUSTOMER; KELLER STEP: NONE AREA: 648.0 SQ. FT. DRAWN BY: JENN CUMMERSON TAG NAME:**•• RECIRC: HAYWARD 1085 UNER AREA; **" SCALE: 1/W : 1'-0" P.0.# "*** NSPI '95: TYPE II SFTY COVER AREA: •""* SHEET: 1 OF 1 • , I 8-6* I :: 83 ® IPC-AC'S - (SUPPLIED WITH CLASSIC S T KEL ALL KITS) TWO COMPONENT PANEL BRACE C-SHORT A-FRAME ® F-LONG AFRAME ARM TWO COMPONENTS ARE BOLTED TOGTHER AND TO THE POOL PANELTO FORM A STRONG NON-ADJUSTABLE PANEL BRACE. ® THE UNIT IS ATTACHABLE TO PANEL JOINTS AND PANEL RIBS. COMPONENTS ARE MADE FROM 14 GAUGE Z-700 GALVANIZED STEEL RECOMMENDED APPLICATION TO PANEL JOINTS ONLY. (ATTACHES WITH 3 BOLTS) CAN BE USED WITH STANDARD DECK SUPPORTS (IPC-DSS) AND 30" DECK SUPPORTS (IPC-DSS30) . m m STRUCTURAL P.E. REVIEW SEAL ® VOID WITHOUT SIGNATURE AND RAISED SEAL (NOT FOR USE IN MASTER(BULK PERMIT APPLICATIONS) :: Imilim i REHAB.STAKE BOLT • � I�® ISSUE#:26-3795 DATE:03109106 EXPIRATION DATE:06/19/07 SEAL IS APPLICABLE FOR INSTALLATION ADDRESS ONLY: Gary and Lisa Stiles 16224 E.16th Spokane Valley,WA 99037 UBC(1997),AND NATIONALLY ACCEPTED IBCIIRC STRUCTURALLY COMPLIANT WITH THE BOCA(1999);SBCCI(2000(1999)12003),N$PI-111995 )(1995) MIMI { 4 ____ • I , /5, , ,.. , , Ilk4,, ------------------------1 3 AA A ..----- , N - N IC‘; \ • 60 \ 1-031,8tie Ofr110.1t '1-1e1HT __... li, evoiT,T3FIF1001,10,T03'. ii;10110J313 OT 1 - V I i / tiq 1 1 - 35 o 1- SCALE POOL DRAWING FOR: SPECIFICATIONS: It is understood and agreed that this drawing and its 4—/C/XY i (i.Cif <:-/ iti-- Make Model specifications are a part of / , 7.1 e /Z2/- Pump 5lkid --- /7z- 111A-x.. ._-- Coping the Construction Agreement. Zip i i f 1/ Filter ,i;i /22"` /--) Facia Buyer (6.),J ) iz/ - 4cei57-1 Heater /-P 21----Y-' i / 7 Plaster __ Seller ,/ ,, / I , I "71 CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS Jy svo-kaue REVIEWED FO -,'ONIPLANCE SPOKANE VALLEY BUILDING viSION 0