2006, 04-12 Permit App: 06001271 PoolProject Number: 06001271 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 4/12/2006 Page 1 of 2
Project Informations
Permit Use: 16 x 32 POOL Contact: WAYNE WELLER
Address: 14705 E BOONE
C - S - Z: SPOKANE, WA 99206
Setbacks: Front Left: Right: Rear: - Phone: (509) 921-2251
Group Name:
Site Information: Project Name:
Plat Key: Name: MISSION ADD District: Nort
Parcel Number: 45084.0329 Block:
SiteAddress: 9922 E NORA AVE
Location:: CSV
Lot:
Owner: Name: WELLER, WAYNE B
Address: 9922 E NORA AVE
SPOKANE VALLEY, WA 99206
Zoning: UNKN Unknown
Water District: Hold: ❑
Area: 12,143 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:
Originally Released: 4/12/2006 By: TMELBOU
Landuse/Zoning/HE Conditions
•Released By: '
Sewer Review
Permits•
Originally Released: 4/11/2006 By: KKENDAL
Released By: -
9/3/04
Originally Released: 4/12/2006 By: amblake
Operator: AMB Printed By: AMB
Print Date: 4/12/2006
Project Number: 06001271 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 4/12/2006 Page 2 of 2
Swimming Pool
Contractor: IMPERIAL POOLS Firm: MONARCH POOL & SPA SUPPLY
Address: 3605 E CROWN ST Phone: (509) 489-5674
SPOKANE, WA 99207
Item Description
SWIM POOL> 5000 GAL
WSBCC SURCHARGE
Units Unit Desc Fee Amount
1 SELECT $50.00
1 SELECT $4.50
Permit Total Fees: $54.50
Notes.
Condition released (landscaping complete) on 2-3-06 by KEK.
ONLY 7 LOTS MAY RECEIVE BLDG PERMITS PRIOR TO COMPLETION OF LANDSCAPING
IN UNIVERSITY VIEW ESTATES AS PER PROMISORY LETTER DATED 12-12-05 FROM
WCE. KEK
Payment Summary:
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Swimming Pool $54.50 $54.50 $0.00 $54.50
$54.50 $54.50
$0.00 $54.50
Disclaimer:
Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information
contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be
complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of
the provisions of the code or of any other state or local laws or ordinances.
Signature:
Operator: AMB Printed By: AMB Print Date: 4/12/2006
Project Number: 06001271 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 4/10/2006 Page 1 of 2
Project Information:
Permit Use: 16 x 32 POOL
Contact: WAYNE WELLER
Address: 14705 E BOONE
C - S - Z: SPOKANE, WA 99206
Setbacks: Front Left: Right: Rear: Phone: (509) 921-2251
Group Name:
S cj Project Name:
Site Information: ��;; �l �1Lh
Plat Key: Name: MI ADD 3;4(p LACI- eyei
Parcel Number: 45084.0329 Block: Lot:
SiteAddress: 9922 E NORA AVE
Location:: CSV
Zoning: UNKN Unknown
Water District:
District: Nort
Owner: Name: WELLER, WAYNE B
Address: 9922 E NORA AVE
SPOKANE VALLEY, WA 99206
Hold: ❑
Area: 12,143 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
Landuse/Zoning/HE Conditions
Released By: -i .K
Sewer Review
Released By: - - -
Permits:
Swimming Pool
Contractor: IMPERIAL POOLS Firm: MONARCH POOL & SPA SUPPLY
Address: 3605 E CROWN ST Phone: (509) 489-5674
SPOKANE, WA 99207
Operator: AMB Printed By: AMB
Print Date: 4/10/2006
Project Number: 06001271 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 4/10/2006 Page 2 of 2
Notes: ®_ .
Condition released (landscaping complete) on 2-3-06 by KEK.
ONLY 7 LOTS MAY RECEIVE BLDG PERMITS PRIOR TO COMPLETION OF LANDSCAPING
IN UNIVERSITY VIEW ESTATES AS PER PROMISORY LETTER DATED 12-12-05 FROM
WCE. KEK
Payment Summary
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: 4/10/2006
spot -cane 11707 E Sprague Ave, Suite 106
�V Spokane Valley, WA 99206
eJ (509)688-0036 FAX: (509)688-0037
Community Development www.soolkanevaftev.ort,.co-T 0 APR p 7 2008
Residential Construction Neiv Crfltr*fo
Permit Application o AdditionfRemoc/
o Other:
PERNIITNLTBER 4 7
leek
Bldg
eck
SITE ADDRESS a 2Y 2 Al olt'A- 5;#744,¢4.„Q/ l/llete
ASSESSORS PARCEL NO:
LEGAL DESCRIPTION:
l tiilding owner
Name: AJ$Yedr (, ctce e
Address: F. 99,22_ /ikPa
City Seidr4 w zip:
9926
6
Phone: 47;26 ' f/3 6 Fax:
95_Lo,E
Contractor.
Name: //neeYz,/&
/aocV
Address: /V7Z f= _gdc,�JL_
City. S,Dr/JAS Zip: 99ocd.6
"Cpntact Person`,.
Name: f'n,.-' Q
Phone:
done: cid /02,91, S% Fax:
Lic No: ,Z s,�PE G ,s om, Exp. Date: C Wi d - 6 6
City Business Lic No:
Describe the scope of work in detail:OO Cost of Project:
277t157�e2'L /6 x 3� Sec// .�, We L, — _TM ,e901/wt.
/.&kc It co Ce9 /7/00i,( e4° L cEzre<c /5‘26tc-90 dr 2Fc/T,
**************The following MUST be complete: (write N/A if not applicable)**********************
# OF STORIES:
$ a/So a "^
Del 6S
icru7-
HEIGHT TO PEAK:
MAIN FLOOR TO SQ.
FTG:
FINISHED BASEMENT
SQ. FTG:
# OF BEDROOMS:
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 - : _ proc- sed.
DIMENSIONS:
2"u FLOOR S
GARA
CONSTR4YCTIOM TYPE:
UNFIN BASEMENT SQ. FTG:
DECK/COV. PATIO 5Q. FTG:
HEAT SOURCE:
TOTAL HABITABLE SPACE:
IMPERVIOUS SURFACE
AREA:
3D%D SLOPES ON
PROPERTY:
SEWER OR SEPTIC?
Signature
Date
Method of Payment: (Fax dpermit applications will only be accepted with major bankcard)
❑ CashCheck ❑ Mastercard 0 VISA
Bankcard #: ' ' Expires: VIN#:
Authorized Signature: Atli
REVISED B252DD5
A. -7—D6
❑ Other
agile
cootz0galley
11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206
509.921.100D ♦ Fac 509.921.1008 ♦ cityhal[@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 Pian, 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" aftic 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
❑ Fumace and hot water heater location.
❑ All header locations: type, size, and connections
❑ Foundation plan
❑ Insulation information
128'-i
148'-11 7/8'
i
orECfEQME ��
APR 11 20o6/
MOdMING
HOUSE
POOL
3
16'x38'POLL
HOME PLANNI
E. 9922 NORA
E VLY WA
Y
DE
DATE: •4'1
ROVE
d -LC
2no
1/4'
oo\
20'-0 3/4"
3'-4"
3'
{
16'
13'
NOTE: THIS IS A NON DIVING POOL
—NOTE—
U1RDWAL SYSTEMS IS NOT .E FOR TIE f,(TIIifIR OIG SPEaFrAllows ILIJLISTRATED ON
THIS DRAWING. THEY 91OIAD BE VERWIED Err THE LRIER ammuf/EllA ER TO 8E SUE THEY MEET
N.SP.I AND A.I45J STANDARDS. VAft#16 - QO MIT DIVE N IMF SLIM 1 Al UND If prom SCAMS
OR SLIDES ARE TO OE USED \[TH TIES£ POOLS PLEASE CONSULT PSE IMMtFAC'IIJRE'S alSXR4JCT1ONS
AND THE NATIONAL SPA AND POOL W I0UIES wary STAOOARDS MDR TO 1.4STALLINC OMNG
BOARD6 OR SLY)fS ON 11-1E33- POOLS. icer iNfaiNNUXIN CAICiR'. ILSF1 10l VM STUDS„ 11311E.
NATIONAL SPA AMO POOL *KSIT LITE. 2111 EENNOMER 'KNEE, E, AtEXAIORU. VA 22314 (TAT) a38-008.3
AREA = 544.5 SQ. FT_
PERIMETER = 104'-1 1/2"
CARDINAL SYSTEMS
=I. I - 61 S (56) 36--033
3o9m10Lc moot A. O719 303-1316 rm.
017 4/54,D6
'3/16 =1
16' x 32'
RECTANGLE
°Ram SED IFLE "'"`
SWIMT571
ALUMINUM COPING
14 GA. GALVANIZED
STEEL WALL PANEL
2'-6"
4' THK. CONCRETE
DECK, SLOPE 1/4" PER
FT, AWAY FROM POOL.
3/8'4 A307 MB. --�
(1) BOLT IN ALL HOLES
OF INSIDE ROW(NEXT TO
POOL) AS A MINIMUN
USE 2nd SET OF HOLES
TO ATTACH PLASTIC COMPONENTS
(STEPS, SWIM OUT, ETC.)
2" BOTTOM
MATERIAL
3'-6"
2"x 8"x 16" PATIO BLOCK
AT EACH PANEL JOINT
AND CORNER FOR
LEVELING, AT
CONTRACTORS OPTION
SHORT ANGLE
1 1/2" x 1 1/2" x 24`
14 GA. GALVANIZED ANGLE
CS606SA
UNDISTURBED EARTH
SHORT DECK BRACE ANGLE
2" x 2" x 31 1/2"
14 GA. GALVANIZED ANGLE
CS700DS
LONG DECK BRACE ANGLE
1 1/2" x 1 1/2" x 55 1/8'
14 GA. GALVANIZED ANGLE
CS700DL
CARDINAL CRIMP TURNBUCKLE ANGLE
3/4" x 1 1/4' x 3/4" x 25 1/4"
11 GA- GALVANIZED CHANNEL
DRIVE STAKE
1 1/2" x 1 1/2" x 18"
14 GA. GALVANIZED ANGLE
CS608DS
6" CONTINUOUS
CONCRETE COLLAR
BEARING PLATE
7 1/2' x 4 1/2" x 12"
14 GA. GALV. ANGLE
CS607BP
NOTE; BACKFILL TO BE SAND, GRAVEL
OR OTHER NON EXPANSIVE MATERIAL
STRUCTURAL P.E. REVIEW SEAL
VOID WITHOUT SIGNATURE AND RAISED SEAL
fNOT FOR -USE IN IN MASTER !BULK PERMIT APPLICATIONS)
ii/741°
ISSUE#: 26-3908 DATE: 04/06106 EXPIRATION DATE: 06119107
SEAL IS APPLICABLE FOR INSTALLATION ADDRESS ONLY:
Wayne Weller
East 9922 Nora
Spokane Valley, WA 99206
STRUCTURALLY COMPLIANT WITH THE BOCA (1999); SBCCI (1999), NSPI-5 (1995)
UBC (1997), AND NATIONALLY ACCEPTED IBC/IRC 120001 2003) CODES
42
5 FLANGE
.° TLE ANCHOR SOCKET
\ TOWWARDS THE PANEL FACE
TO THE FRONT OF THE
SLOT WHEN MOU
Y 411111111\151.
STRUCTURAL P.E. REVIEW SEAL
VOID WITHOUT SIGNATURE AND RAISED SEAL
(NOT FOR USE IN MASTER /BULK PERMIT APPLICATIONS)
IJs
ISSUER. 26-3908 1 DATE: 04/06106 EXPIRATION GATE: 06119107
SEAL IS APPLICABLE FOR INSTALLATION ADDRESS ONLY:
Wayne Weller
East 9922 Nora
Spokane Valley, WA 99206
STRUCTURALLY COMPLIANT WITH THE BOCA (1999); SBCCI (1999), NSPI-5(1995)
UBC (19971, AND NATIONALLY ACCEPTED IBCIIRC (200012003) CODES
(
CARDINAL
260 5. RT. 81
SCFXM/CLL RA 9 . PA.
SYSTEMS
(717) 385-4733
(717) 385-1318 FAX.
DATE 6-20-92
51 F.
�2 =�
TfiLE:
LADDER JIG
BOLT PATTERNS
EXUMN: K.K.
FILE H LE
CS300LG
WALL PANEL AND BRACE
CALCULATIONS FOR 5" WIDE FLANGE,
42" HIGH STEEL WALL PANEL
(Pages 1-13)
Prepared for:
CARDINAL POOL SYSTEMS, INC.
269 South Rt. 61
Schuylkill Haven, PA 17972
Prepared By:
SCHAFER ENGINEERING ASSOCIATES
1885 State Street
Schenectady, New York 12304
Phone: (518) 393-4767
Fax: (518) 393-3510
/jj 7
Void without gnature, raised seal anclor watermark.
Not foriuse iR Master Peimit Appf tions.
+,�i�, Epr...t 'S19.13
Issue No. � x iraCton date:
For Installation AddresJOnry _Wayne'Weller, East 9922 Nora, Spokane Valley, WA
Q:
CARDINAL POOL SYSTEMS
5" Wide Flange, 42" High Steel 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 4 foot panel is sandwiched between two 6 foot panels.
b.) The concrete pour at the base of the wall (i.e., bond beam) provides 6 inches of
vertical support to the panels, stiffeners and braces.
c.) Refer to the last page for more Material/Installation Assumptions.
Definition of Parameters:
Assumed Soil Properties: (Sandy silt soil material)
Wd (unit weight of dry soil) 105 Ib/ft3
IM, (unit weight of saturated soil) 135 Ib/ft3
4) (soils interior angle of friction) 30 degrees
Ka (lateral active soil coefficient) = tan2 (45-0/2) 0.333
yd (equivalent active unit weight of dry soil) = Ke Wd 35 Ib/ft3
Y. (equivalent active unit weight of saturated soil) = KaWw 45 Ib/ft3
7w (unit weight of water) 62.4 Ib/ft3
p. (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 Ib/int
Fb (allowable bending stress of cold -formed steel) 25,150 Ib/int
Fb,pwro (allowable bending stress of cold -formed plate steel) 31,500 Ib/int
Ft (allowable tensile stress of cold -formed steel) 25,150 Ib/int
tp (thickness of panel, stiffener, and channel steel) 0.0785 in
h (height of panel) 3.5 ft
hp, (depth of water) 3.0 ft
he (effective height of panel) 3.0 ft
b< (maximum unstiffened 4 foot panel width) 4.0 ft
be (maximum unstiffened 6 foot panel width) 3.0 ft
R (maximum radius of panel) 15 ft
1.5 (effective height/length of stiffener = he) 3.0 ft
d (nominal depth of stiffener) 5.0 in
L. (maximum brace spacing) 8.0 ft
Se,. (section_modulus of stiffener) 0.5973 in3
b= (maximum unsupported length between stiffeners) 10.0 ft
Sa,. (section modulus of channel) 0.6464 in3
\
Voidiwithout signitture, raid seal and color wnnark.
Not for�use n l ster Permit Applicatt5 s.
Issue No!35-3836 Expiration Dale: 06/19/07
For Instal�ti6n/A''ddresL,6nt�:lNayrie,�Weger� ast 9922 Nora, Spokane Valley, WA
Schafer Engineering Associates
1of 13
A307 Steel Bolts
Ft
Fy
$
db
CARDINAL POOL SYSTEMS
5" Wide Flange, 42" High Steel Wall Panel
(tensile stress of the bolt)
(shear stress of the bolt)
(bolt spacing)
(bolt diameter)
Concrete Bond Beam
F'0 (compressive strength of concrete)
t (thickness of base pour)
w. (width of base pour)
y. (unit weight of concrete)
am (moment arm)
Angled Braces/Rods
Fy
Fa
ra
Aa
La
L,
dr
r,
k
(minimum yield stress of steel)
(allowable axial stress)
(radius of gyration of angle)
(area of angle)
(maximum length of angle)
(maximum length of rod)
(rod diameter)
(radius of gyration of rod)
(effective length factor)
Analyses:
1. General Panel Configuration
E0
Ea
E0
E0
1.
E.0
20,000 Ib/in2
10,000 Ib/in2
6 in
0.3750 in
2,500 Ib/in2
6 in
2.5 ft
145 Ib/ft3
See Calculations
36,000 Ib/in2
9th Ed. ASD pp. 3-16
From Spreadsheet
From Spreadsheet
44 in
19 in
0.625 in
0.1563 in
1.0
W-07 PANEL
6'-0" PANEL
W-0" PANEL
la Co INFIC.
~ 50 35 WALL PANEL
Voidiwithout signature, rai `ed seal and color watermaik.
Not foriuse in Master Permit Applipatiops.
Issue No125!3636 Expiration Date' 06/1x/07
m�rvlrir n / :�Wayr n
For InstellatlopAddress OnIyne VVege7r��Et 9922 Nora, Spokane Valley, WA
Schafer Engineering Associates
2 of 13
CARDINAL POOL SYSTEMS
5" Wide Flange, 42" High Steel Wall Panel
2. Loading Conditions: (Calculated per unit foot of wall.)
A. Dry Backfill. Pool Full
Total lateral dry soil load [Pd] _
Total lateral water load [Pw] =
yd x h2 _
2
2
35 x 3.5
= 214.38 lb/ft
2
ywxh.2 62.4 x 3.0
2
2 2
= 280.80 Ib/ft
Total lateral load per unit length [P] = Pw - Pd = 280.80 — 214.38 = 66.43 Ib/ft
p 66.43
Approximate distributed panel load [Pn.t] — h = = 18.98 Ib/ft2
3.5
B. Saturated Backfill, Pool Full
L
PSAILP
2
Total lateral saturated soil load [Ps] = y=xh2 _ 45 x 3.5 - 275.63 Ib/ft
2 2
Total lateral load per unit length [P] P. - ps = 280.80 — 275.6 = 5.18 Ib/ft
p 5.18
Approxirrlate`distributed panel load [Pet] - -
C.Void without signatuurre;rraisepal and r watermark.
Not foci use in Pilaster sand Applications.
Issue N& 25-3636 Egplratiion Datte 06/19/07 "
For Installation Address Only[ Wayne Vfei East 9922 Nora, Spokane Valley, WA
3.5
= 1.48 Ib/ft2
Schafer Engineering Associates
3 of 13
CARDINAL POOL SYSTEMS
5" Wide Flange, 42" High Steel Wall Panel
C. Dry Backfill, Pool Empty (See Material/Installation Assumptions)
Total lateral dry soil load [Pd] =21438 Ib/ft
Pd 214.38
Approximate distributed panel load [Pner] = _ = 61.25 Ib/ft2
h 3.5
3. Flat Plate Analysis: (4'-0" panel length governs as maximum spacing between
vertical stiffeners occurs with this panel. See Calculation Assumption b.)
Largest unsupported panel area: 3.0 ft x 4.0 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.)
ydxh�2 35 x 3.02
P' =2 = 2 - 157.50 Ib/ft
P' 157.50
Approximate distributed panel load [Pine] = - = 52.50 Ib/ft2
hea 3.0
P'
Actual bending stress [fb] = h2+ ba z
2t, (hee t )
[fb] = 24,536.49 Ib/in2
2 2
52.50 x 3.0 x 4.0
2 x 0.0785x( 3.02+ 4.02)
Fb 31,500
F.O.S. = fb 24,536.49 1.28 > 1.0 OK
,. _
Void without signature, raised seal and color wate
Notfor� use in Maste ermit1Applicationsfl
Issue No725-3636tulau / iration �D�ate:� 106/19/07n
For Instdigor`/ad. esssOnly` °Pab keit , East..9922 Nora, Spokane Valley, WA
`". r�. t
Schafer Engineering Associates
4 of 13
CARDINAL POOL SYSTEMS
5" Wide Flange, 42" High Steel Wall Panel
4. Radial Panel Analysis: (Tensile hoop stress. Load Condition 2c governs and
modified lateral distributed panel load [P'eet ] from Section 3 applies.)
Feet R
Actual Tensile Stress [ft] -
tp
52.50 x 15 x (1/12)
ft = = 835.99 Ib/int
0.0785
FL 25,150.00
F.O.S. = ft 835.99 30.08 > 1.0 OK
5. Bending along Vertical Axis at Vertical Stiffener:(See Calculation Assumption a.)
6' WIDE PANEL
6' 0"
Ilir
1_
3-0" 3'-0"
VERTICLE 'Z'
ORIENTATION
P'
BRACE BRACE
POINT 6-0" POINT
FLANGE
tp-0 072
WEB
FLANGE
=1.125
Modified lateral soil (P') from Section 3 applies: (Load Condition 2c governs.)
Maximum bending moment [Ms] = 9 t 3 (26 + be )
2 x 157.50 x 3.0 10.0 3.0
Me =9 ( 2 2 ) = 394.04 ft -Ib
Actual bending stress [fb] =
M.
394.04 x 12
50.5 = 7,916.46 Ib/int
0.5973
Fe 25,150
F.O.S. ,= . — = a18 > 1.0 OK
1 fo 7,916.46
c
Void without sigh/lute, raised seal and kolor watermark.
Notifor�usein Mester PejrnirlApplications.
Issue No 2 ExpirationiDate:' 06/19/07 -
m•uJfi n r r r r�
ForIn allot \A firessOn:r7- 2:ayi�We1e, East 9922 Nora, Spokane Wiley, WA
Schafer Engineering Associates
5 of 13
CARDINAL POOL SYSTEMS
5" Wide Flange, 42" High Steel Wall Panel
Bending in the Top Channel: (8'-0" panel length governs as maximum spacing
between braces occurs with this panel.)
BRACE
POINT
P'/3
PLAN
FLANGE
=1.25
BRACE
POINT
d= 5
0
0
CHANNEL
X—SECTION
WEB
FLANGE=1.25
Modified lateral soil (P') from Section 3 applies: (Load Condition 2c governs.)
p' 157.50
Load along the channel [Pt,] = _ — 52.50 Ib/ft2
3 3
52.50 x 8.0 2
Maximum bending moment [M.] =
M. 420.00 x 12
fb - S°= - 0.646
Rap L`2 - - 420.00 ft -Ib
8 8
= 7,797.03 Ib/int
Fb 25,150
F.O.S. = - = 3.23 > 1.0 OK
fb 7,797.03
`,
ry r Yr
F
•
Void without signature, rail d seal and -color watermark.
Not forluse in rooster PerfnitIApplicahora /
uum t r
Issue Nor2 3636 E piration D_ : i0.&t 9/07
For InsFallal'ron Addres's•Onty: yne•.1NN�errEast 9922 Nora, Spokane Valley, WA
Schafer Engineering Associates
6 of 13
CARDINAL POOL SYSTEMS
5" Wide Flange, 42" High Steel Wall Panel
• 7. Overtuming Analysis: (Moments taken about point A with concrete bond beam
in place. Calculated per unit foot of wall. Load Condition 2c governs.)
W_1
1'
= (Wc/2)+d
E Mresrst = MWck + Moon = Pb ami + Pc amt = Wd heewc ant + y tcwc amt
= 105 x 3.0 x 2.5 x 1.67 + 145 x 0.5 x 2.5 x 1.67
= 1,614.58 ft -Ib
E MOT = Med = Pd amt
ydxh2
2
2
35 x 3.5
- x
am2
3.5
2 3
= 250.10 ft -Ib
E M - 1,614.58
F.O.S. _- - 6.46 > 1.5 0K
EMor c',-.2,-... . 250.10
.. r..,
w_ n
,
Vhqignatue''lied,seal
and
colo
n
fatermark.
N Hfmuse)in Master Pe-. Applications Issue25-3636 ExpirationbateItb17
For Installaon Adre✓ss r1y.VJeyne
WeifirlEast 9922 Nora, Spokane Valley, WA
Schafer Engineering Associates
7 of 13
CARDINAL POOL SYSTEMS
5" Wide Flange, 42" High Steel Wall Panel
8. Sliding Analysis: (Concrete bond beam in place. Calculated per unit foot of wall.
Load Condition 2c governs.)
•
E P.= = µ(Pb + Po) = µ(Wd hefiwc + yo tc wc)
(Pb+ Pc )u
= 0.45 x ( 105 x 3.0 x 2.5 + 145 x 0.5 x 2.5 )
= 435.94
E PsIId na = Pd —
yd h2
2
35 x 3.5
2
2
= 214.38
Press, 435.94
F.O.S. = - = 2.03 > 1.5 OK
E P:nmng 214.38
Void without signature,Araissi it
seal and color watermark.
Not forjus�e ineMaster Permit ARplicattlons. /
i..
Issueup Nof 3638 Ekprirehon Da}}e: 1OSh 9/0 •
Forinstellation Address OMy"WayneWppeller!East 9922 Nora, Spokane Valley, WA
Schafer Engineering Associates
8of 13
CARDINAL POOL SYSTEMS
5" Wide Flange, 42" High Steel Wall Panel
• 9. Brace (Angle Section) Analysis: (Assumes concrete bond beam in place and
81-0" panel length for maximum brace spacing.)
ONG ANGLE
1 1/2" x 1 1/2" x 44
it GA_ GALVANIZED ANGLE
LATERAL LOAD DIAGRAM ADJUSTABLE and STATIONARY
AFRAME ASSEMBLY
A.) Compression Analysis: (Load Condition 2a governs.)
p 66.43
Max force at brace level [Pi] =3 L = 3 8.0 = 177.13 Ib
p, P, 177.13
Axial Compression Force [P.] - _ - - 371.23 Ib
cos A cos ( 61.5) 0.4772
pac 371.23
Actual axial stress [fa] = Aa 0.346
kLa 1.0x44
ra 0.2965
Fa
F.O.S. =
fa
= 1,072.91' Ib/in2
- 148.4 Cc = 126.1 Fa = 6.781
6.781
1.0729
= 6.32>1.00K
Void without signature, raised seal and color watermark.
nn4m 1 it r . f 1
Not for use in. A'aster PenndfApplications./
Issue No2� 363�Expua)ion�Date. `06/,,,, A
For Installation Addres`s'Only. Weyrle4Weller,. at 9922 Nora, Spokane Valley, WA
G
Schafer Engineering Associates
9 of 13
Schafer Engineering Associates
1885 State Street
Schenectady, New York 12304
Phone: (518) 393-4767
Fax: (518) 3933510
Rev: 510300
User KW -0603799, Ver 5.1.3, 22-3un-1999, Wm32
(0) 1983-99 ENERCALC
Title : Cardinal Pools Job # N/A
Dsgnr: SEA Date:
Description : Wide Flange, 42" High Wall Panel
Scope: N/A
Built -Up Section Properties
Page 1
ects pools s03-998 cardinal .00ls 2003
Description
Properties of Angle Calculation
LGeneral Information
Type...
#1 Rectangular
#2 Rectangular
Summary
Height
Height
0.120 in Width
1.380 in Width
1.500 in
0.120 in
X cg
-0.690 in
0.000 in
Y cg
-0.750 in
0.000 in
Total Area
X cg Dist.
Y cg Dist.
0.346 Int Ixx 0.08 in4
lyy 0.08 in4
0 36 in Edge Distances from CG...
0.39 in +X 0.419 in
-X -1.081 in
+Y 1.081 in
-Y -0.419 in
xx
yy
S left
S right
S top
S bottom
0.466 in
0.466 in
0.069 in3
0.179 in3
0.069 in3
0.179 in3
^� A s'l
^-
Datum
Center c( Gravnry
1
Center of Gravity
1,3`$XI•SX 1,3(gX1.0 X0,12
9 (I.S+ 1.3�) 7. —0,°4463
1
Z- 0,°15-1 x (4f1 -F- °:(D1k x cos (Lie) —0,041;143
10 of 13
Liz = 0,0 30‘-( Z_
2� I I a'G?PUS
5u°
CARDINAL POOL SYSTEMS
5" Wide Flange, 42" High Steel Wall Panel
B.) Tension Analysis: (Load Condition 2c governs and modified lateral load [P'] from
Section 3 applies.)
157.50
Max force at brace [P,] = 3 L. = 3 8.0 = 420.00 Ib
p, p 420.00
Axial Tension Force [Pott] = cos 0
cos (61.5) 0.4772
Pte, 880.21
Actual axial stress [fal - = 0.346 = 2,543.96 Ib/int
F.O.S. -
Fa
21.600
= 8.49 > 1.0 OK
fa 2.5440
Void without signature,, railed seal and color yatermark.
Muu ♦.
Notfor� use �p Malter Permit Aopli tions.
nur r r ,
Issue N 125.3636 Expiratio'nlD�te: 06/19/07
For In Ilatiorak ss Only WayneV1(�M rlast 9922 Nora, Spokane Valley, WA
V G !
= 880.21 Ib
Schafer Engineering Associates
11 of 13
CARDINAL POOL SYSTEMS
5" Wide Flange, 42" High Steel 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.)
paw 371.23
Actual axial stress [fal = _ = 1,210.01 Ib/int
A 0.3068
kLr 1x19
- 121.6 Cc= 126.1
rr 0.15625
Fa = 10.05
Fa 10.05
F.O.S. - fa 1.2100 8.31 > 1.0 OK
B.) Tension Analysis: (Load Condition 2c governs and modified lateral load [P'] from
Section 3 applies.)
TURNBUCKLE
5/8"0 — 19" A307
THREADED ROD
TURNBUCKLE and THREADED ROD
AFRAME ASSEMBLY
Actual axial tensile stress [ft] =
Pa,a 880.21
- 2,869.04
A, 0.3068
Ft 21.6
F.O.S. =ft - 2.8690 7.53 > 1.0 OK
Ib/int
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. 880.21
Actual bolt shear stress [ff] - _ = 7,969.55 lb/int
Ab 0.1104
F.O.S. =
f.
Fa
10,000
7,969.55
= 1.25 > 1.0 0K
B.) Check Bolt Tension Stress: (Load Condition 2c governs and modified lateral
distributed panel load [Pine] from Section 3 applies. Refer to Section 4 of radial panel
analysis.)
Maximum tensile force [T] = P'nat R = 52.50 x 15 = 787.50 Ib/in of panel depth
Actual bolt tensile stress [ft] =
Ft 20,000
F.O.S. _. ft 3,565.07 = 5.61 > 1.0 OK
T S 787.50 x 6 x (1/12)
Ab 0.1104
Void without signature, 'fat seal and color wdtermark.
Not for�use'n Master Permit Applications. /
noel
Issue N?� 363.6�Expiretiori D�le� O6l19lQ7
Foi Instella , Aifdre"sstni wayneNllefier, Eist 9922 Nora, Spokane Valley, WA
6 G
= 3,565.07 Ib
Schafer Engineering Associates
12 of 13
1.
CARDINAL POOL SYSTEMS
5" Wide Flange, 42" High Steel Wall Panel
Material/Installation Assumptions
Wall panel, brace and panel/brace fastener sizes, thickness, dimensional characteristics, material properties and
strengths used in these calculations were provided by Cardinal Pool Systems, 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 #/f13 under non -saturated conditions and 45 #/ft3 under saturated
conditions. See definition of parameters section for more soil type assumptions used in these calculations.
These calculations do not consider the existence of expansive or adobe -type soils, high groundwater table
conditions, or adjacent uncompacted soil fill conditions. If existing site soil conditions dictate a different or
potentially higher equivalent fluid pressure than those used herein, the pool Purchaser/Installer shall contact a
local Geotechnical (Soils) Engineer for additional 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 pooTkill ( apt 1 rawdown is noticed or if it becomes necessary to drain the pool,
contact Cardinal Po Syste lncto It ajent 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.
n fl S. Concrete bon -rt 'eh+Alfl h1tba"
2'-6" minimum.
2V1:OITOBAAO3 r1OtT039801 0J'1-1 V I
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.
rtl ith�
Void without signature, ra�ij seal and color watermark.
.,,fr,
Not for use in��laster Permit Applicatlgns.
iss'ue.Noj26-3636 Expiration Date: \06/19/07
F.or.InsW'Is�troridtdresidep{Mar,Welrltesei ast 9922 Nora' Spokane Valley, WA
Schafer Engineering Associates
13 of 13
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(r ir4
city:0 S?;it.11,10
1:777.79 t..12t• :77,
LAlt -40.ifEi(P ;2.1"
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REVIEWED FOR CODE nOMPLIANICE •• '
SPOKANE \,ALLEY Jo.",
4" • '