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.
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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.
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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
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�' .�.• 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.
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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.
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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
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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
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0/N: CL1836REC90 HAND: NONE DATE: 03/07/06 counnooft I N FOR'MP svoonranas'
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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 • ,
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® 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)
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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 __
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CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
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REVIEWED FO -,'ONIPLANCE
SPOKANE VALLEY BUILDING viSION
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