2007, 03-21 Permit App: 07000816 PoolProject Number: 07000816 Inv: 1 Application Date: 3/21/2007 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Proiect Information:
Permit Use: INSTALL INGROUND 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:
Project Name:
Site Information:
Plat Key: 000668 Name: EARLY DAWN 01ST ADD
District: Sout
Parcel Number: 45262.1804 Block:
Lot:
SiteAddress: 2310 S OWL CT Owner: Name: STRETCH, RUDY
Address: 2310 S OWL CT
Location:: CSV
SPOKANE VALLEY WA 99037
Zoning: UR 3.5
Water District:
Hold: ❑
Area: .00 Acres Width: 0
Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 10
Review Information:
Review
Building Plan Review Released By:
Originally Released: 3/15/2007 By: TMELBOU
Landuse/Zoning/HE Conditions Released By
Originally Released: 3/20/2007 By: cjjanssen
Permits:
Operator: jmm Printed By: JD Print Date: 3/21/2007
Project Number: 07000816 Inv: I Application Date: 3/21/2007 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
- Building Permit —
Contractor: POOL WORLD INC Firm: POOL WORLD INC
Address: PO BOX 14927 Phone: (509) 928-6585
SPOKANE, WA 99214
This Application:
Description Grp Type Notes Sg Ft Valuation
1&2 FAMILY R-3 VB SWIMMING 0 $35,000.00
POOL
Totals: 0 $35,000.00
Item Description Units Unit Desc
RESIDENTIAL PERMIT FEE 1 SELECT
ACCESSORY PLANS REVIEW 1 SELECT
WSBC SURCHARGE 1 SELECT
Permit Total Fees:
Notes:
Total Project:
SQ Ft Valuation
0 $35,000.00
0 $35,000.00
Fee Amount
$492.25
$123.06
$4.50
$619.81
Payment Summary: ..
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $619.81 $619.81 $0.00 $619.81
$619.81 $619.81 $0.00 $619.81
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: jmm Printed By: JD Print Date: 3/21/2007
Project Number: 07000816 Inv: 1 Application Date: 03/20/2007 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Proiect Information:
Permit Use: INSTALL INGROUND 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: 000668 Name: EARLY DAWN 01ST ADD District: Sout
Parcel Number: 45262.1804 Block:
Lot:
SiteAddress: 2310 S OWL CT
Owner: Name: STRETCH, RUDY
Address: 2310 S OWL CT
Location:: CSV
SPOKANE VALLEY WA 99037
Zoning: UR 3.5
Water District:
Hold: ❑
Area: .00 Acres Width: 0
Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 10
Review Information:m__
. _�.. ...�
Review
Building Plan Review
Released By:
Landuse/Zoning/HE Conditions
Permits:
Released By: 6'7
Operator: jmm Printed By: DJ Print Date: 03/20/2007
Project Number: 07000816 Inv: 1 Application Date: 3/15/2007 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Proiect Information:
Permit Use: INSTALL INGROUND 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: 000668 Name: EARLY DAWN 01ST ADD
District: Sout
Parcel Number: 45262.1804 Block:
Lot:
SiteAddress: 2310 S OWL CT Owner: Name: STRETCH, RUDY
Address: 2310 S OWL CT
Location:: CSV
SPOKANE VALLEY WA 99037
Zoning: UR 3.5
Water District:
Hold: ❑
Area: .00 Acres Width: 0
Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 10
Review Information:R
..
Review
Building Plan Review
Released-Bv: "SAA Iiv—/. %`> — -�
Landuse/Zoning/HE Conditions
Permits:
Released By: _
-_.. _.... _.J
Operator: jmm Printed By: jmm Print Date: 3/15/2007
Permit Center
�� of 11707 E Sprague Ave, Suite 106 PERMIT NUMBER:
►J1J0l�AJlle Spokane Valley, WA 99206 PERMIT FEE:
Valley- (509)688-0036 FAX: (509)688-0037
www.spokanevalley.or; MAR L'!
Community Development
Residential Construction New Construction ❑ Accessory Bldg
Permit Application ❑ Addition/Remodel ❑ Deck
❑ Other:
SITE ADDRESS: --23\ o S ora L C -2r
ASSESSORS PARCEL NO: LEGAL DESCRIPTION:
Building Owner: Rud
Name:
Address: 2
City: State: mac, Zip: q �b
Phone: Fax:
Contact Person
Name:`.
Phone:
Describe the scope of work in detail:
Proposed Use:
Contractor:
Name:
-V
Address:
City: S o �� State: � G ` Zip: � `�i"2 %
Phone: _ Fax:
O 2`6
Contractor Lic No: AL , x� Date:
City Business Lic. No: 't
Cost of Project: $
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK:
DIMENSIONS:
# OF STORIES:
TOTAL HABITABLE SPACE:
MAIN FLOOR TO SQ.
FTG:
2 FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
AREA:
FINISHED BASEMENT
SQ. FTG:
GARAGE SQ. FTG:
DECK/COV. PATIO SQ. FTG:
30% SLOPES ON
PROPERTY:
# OF BEDROOMS:
CONSTRUCTION TYPE:
HEAT SOURCE:
SEWER OR SEPTIC?
The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the
dwelling istwill 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 ordinanccggs. 6) Plans or additional information may be required to be submitted, and subsequently approved before
this application can be processed
SIGNATURE: DATE:
DATE:
Method of Payment:
❑ Cash
Bankcard #:
Authorized Signature:
REVISED 7/15107
❑ Check ❑ Mastercard ❑ VISA
Expires: VIN#:
QTl'
ne
11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206
509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhall@spokanevalley.org
Residential Plan Submittal Minimums
❑ Completed Building & Mechanical application with: Accurate address, Parcel
Number and/or Legal Description, description of work, owner and contractor
information, signature, and date.
❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans
With details, roof plan, framing plans & details.
❑ , Show the height of any proposed buildings or accessory structures.
❑ Floor plan for each floor. Dimension to scale (minimum 1/8") and label each
Room (including sq. footage of house and garage on plans) Show each
level of existing house and square footage of any additions.
❑ All braced wall panel types: show locations and details of installation, including
engineered design.
❑ Egress windows: Provide at least one window or exterior door approved for
Emergency escape or rescue from a basement and in every room for sleeping.
❑ Smoke detector locations
❑ 22" X 30" attic access location
❑ 18" X 24" crawl space access:
❑ One-hour separation detail: between house and garage
❑ Floor framing details: Joist type, size, spacing and installation details
❑ Roof framing plan and details
❑ Furnace and hot water heater location.
❑ All header locations: type, size, and connections
❑ Foundation plan
❑ Insulation information
WALL PANEL AND BRACE
CALCULATIONS FOR
CLASSIC WALL PANEL
(Pages 1-13)
Prepared for:
TECHNICAN PACIFIC INDUSTRIES, INC.
383 ELGIN STREET
BRANTFORD, ONTARIO N3P5W4
Prepared By:
SCHAFER ENGINEERING ASSOCIATES
1885 State Street
Schenectady, New York 12304
Phone: (518) 393-4767
Fax: (518) 393-3510
Void without signature and raised seal.
Not for use in Master Permit Applications. Issue No. 27-4863
Expiration Date: 06/19/07
For Installation Address Only: Rudy and Kimberly Stretch, 2310 S. Owl Ct., Veradale, 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
Ib/ft3
(D
(soils interior angle of friction)
30
degrees
Ka
(lateral active soil coefficient) = tan (45-(D/2)
0.333
yd
(equivalent active unit weight of dry soil) = Ka Wd
35
3
lb/ft
7s
(equivalent active unit weight of saturated soil) = K.WW
45
Ib/ft3
yW
(unit weight of water)
62.4
Ib/ft3
µ
(friction factor between soil and concrete)
0.45
Material Properties
and Dimensions:
Panels/Stiffeners/Channels
E
(modulus of elasticity)
29,000
k/int
Fy
(minimum yield stress of cold -formed steel)
42,000
Ib/int
Fb
(allowable bending stress of cold -formed steel)
25,150
Ib/int
FbPate
(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)
0.0720
in
h
(height of panel)
3.5
ft
hW
(depth of water)
3.0
ft
heff
(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 = heff)
2.67
ft
d
(nominal depth of stiffener)
5.0
in
L
(maximum brace spacing)
8.0
ft
S.,
(section modulus of stiffener)
0.5973
in3
bs
(maximum unsupported length between stiffeners)
10.0
ft
S.,
(section modulus of channel)
0.6464
in3
Void without signature and raised seal. Schafer Engineering Associates
Not for use in Master Permit Applications. Issue No. 27-4863
1 of 13
Expiration Date: 06/19/07
For Installation Address Only: Rudy and Kimberly Stretch, 2310 S. Owl Ct., Veradale, WA 99037
TECHNICAN PACIFIC POOLS, INC
Classic Wall Panel
A307 Steel Bolts
Ft (tensile stress of the bolt) 20,000 Ib/int
F,, (shear stress of the bolt) 10,000 Ib/int
s (bolt spacing) 6 in
db (bolt diameter) 0.3750 in
Concrete Bond Beam
F'c
(compressive strength of concrete)
2,500 Ib/in2
t.
(thickness of base pour)
10 in
wc
(width of base pour)
2.0 ft
YC
(unit weight of concrete)
145 Ib/ft3
am
(moment arm)
See Calculations
Angled Braces/Rods
F,
(minimum yield stress of steel)
36,000 Ib/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
L,
(maximum length of rod)
19 in
d,
(rod diameter)
0.500 in
rr
(radius of gyration of rod)
0.125 in
k
(effective length factor)
1.0
Analyses:
1. General Panel Configuration
EO 0.
i
3'-0" PANEL
EO. 8'-0" PANEL
4'-0" PANEL
5'-O" PANEL
6'-0" PANEL
E.O. 7'-O" PANEL
,..ASSIC WALL PANEL
Void without signature and raised seal.
Not for I! Master Permit Applications. Issue No. 27-4863 Schafer Engineering Associates
Expiration €Sate: 06/19/07 2 of 13
For Installation Address Only: Rudy and Kimberly Stretch, 2310 S. Owl Ct., Veradale, WA 99037
2
TECHNICAN PACIFIC POOLS, INC
Classic Wall Panel
Loading Conditions: (Calculated per unit foot of wall.)
A. Dry Backfill, Pool Full
1-1
Total lateral dry soil load [Pd] =
2
Yd x h2 _ 35 x 3.5
- = 214.38 Ib/ft
2 2
P - yW x hW2 -
2
62.4 x 3.0
Total lateral water loa [ W] - 2 - = 280.80 Ib/ft
2
Total lateral load per unit length [P] = PW - Pd p 66.43 = 280.80 — 214.38 = 66.43 Ib/ft
Approximate distributed panel load [Pet] = h = =18.98 Ib/ft2
3.5
U
Saturated Backfill, Pool Full
N
Total lateral saturated soil load [PS] = 7sxh22 =
W
45 x 3.5 2
= 275.63 lb/ft
L
Total lateral load per unit length [P] = PW - P5 = 280.80 — 275.6 = 5.18 Ib/ft
Approximate distributed panel load [Pet] _ _ p 5.18 = 1.48 Ib/ft2
h ,is
I
Void wit4> t signature artl raised seal.
Not for 6in Master Permit Applications. Issue No. 27-4863 Schafer Engineering Associates
4
Expiration' Date: 06/19/07 3 of 13
For Installation Address Only: Rudy and Kimberly Stretch, 2310 S. Owl Ct., Veradale, WA 99037
TECHNICAN PACIFIC POOLS, INC
Classic Wall Panel
C. Dry Backfill, Pool Empty (See Material/Installation Assumptions)
Pd
Total lateral dry soil load [Pd] = 214.38 Ib/ft
Approximate distributed panel load [P�.] = Pd =
h
91A �1R
= 61.25 Ib/ft2
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 heff2 35 x 2.67 2
P' = = = 124.44 Ib/ft
2 2
Approximate distributed panel load [P',,?,]p1 124.44t] _ _ = 46.67 Ib/ft2
heff 2.67
2 2
P'netheff2b42 46.67 x 2.67 x 3.5
Actual bending stress [fb]- 2 = 2 2 2
2tP (heff +b4) 2 x 0.0720 x ( 2.67 + 3.5 )
[fb] = 20,251.40 Ib/int
F.O.S. = Fb = 31,500 = 1.56 > 1.0 OK
fb 20,251.40
Void without signature and raised seal.
Not for use in Master Permit Applications. Issue No. 27-4863 Schafer Engineering Associates
Expiration Date: 06/19/07 4 of 13
For Installation Address Only: Rudy and Kimberly Stretch, 2310 S. Owl Ct., Veradale, WA 99037
4.
TECHNICAN PACIFIC POOLS, INC
Classic Wall Panel
Radial Panel Analysis: (Tensile hoop stress. Load Condition 2c governs and
modified lateral distributed panel load [P'net ] from Section 3 applies.)
P'net R
Actual Tensile Stress [ft] _
tP � CIf1F
POOL SIDE
46.67 x 29 x (1/12)
ft = = 1,566.36 Ib/int
0.0720
Ft 25,150.00 I
F.O.S. = = = 16.06 > 1.0 OK
f
1,566.36
5. Bending along Vertical Axis at Vertical Stiffener:(See Calculation Assumption a.)
7' WIDE PANEL
7'- 0
3'-6" 3'-6"
VERTICLE 'Z'
ORIENTATION
P'
BRACE jBRACE
POINT 7'-0" `JOINT
— FLANG=
cfl
00 tp= 0.072
77n
WEB
FLANGE
=1.125
Modified lateral soil (P') from Section 3 applies: (Load Condition 2c governs.)
Maximum bending moment [M5] = 9P� ( 2s + 2 )
2 x 124.44 x 2.7 10.0 3.5
M5 =9 V-3( 2 + 2 ) = 287.39 ft -Ib
Actual bending stress [fb] =
Fb 25,150
F.O.S. = fb = 5,773.82
K 287.39 x 12
Se,s 0.5973
4.36 > 1.0 OK
= 5,773.82 Ib/int
Void without signature and raised seal.
Not for use in Master Permit Applications. Issue No. 27-4863 Schafer Engineering Associates
Expiration Date: 06/19/07 5 of 13
For Installation Address Only: Rudy and Kimberly Stretch, 2310 S. Owl Ct., Veradale, WA 99037
TECHNICAN PACIFIC POOLS, INC
Classic Wall Panel
6. Bending in the Top Channel: (8'-0" panel length governs as maximum spacing
between braces occurs with this panel.)
d=5
FLANGE FLANGE= 1.25
=1.25
WEB
0
0
u
n.
Ptop CHANNEL
X—SECTION
BRACEBRACE
POINT 7'— 0 POINT
PLAT
Modified lateral soil (P') from Section 3 applies: (Load Condition 2c governs.)
Load along the channel [Prep] - P 124.44 = = 41.48 Ib/ft2
3 3
L� 2
Maximum bending moment [Mc] = Pap _
8
Actual bending stress [fb] = M. _
Se,c
2
41.48 x 8.0
= 331.85 ft -Ib
8
331.85 x 12
0.646
F.O.S. - fb 25,150 = = 4.08 > 1.0 OK
6,160.62
= 6,160.62 Ib/int
Void without signature and raised seal.
Not for use in Master Permit Applications. Issue No. 27-4863 Schafer Engineering Associates
Expiration Date: 06/19/07 6 of 13
For Installation Address Only: Rudy and Kimberly Stretch, 2310 S. Owl Ct., Veradale, WA 99037
Ire
TECHNICAN PACIFIC POOLS, INC
Classic Wall Panel
Overturning Analysis: (Moments taken about point A with concrete bond beam
in place. Calculated per unit foot of wall. Load Condition 2c governs.)
C-
f
Y- Mresist = Mback + Mconc = Pb am, + Pc am, = Wd Neff We am, + yc tc We am,
= 105 x 2.67 x 2 x 1.42 + 145 x 0.8 x 2 x 1.42
= 1,135.69 ft -Ib
� 2
Y- MOT = KOH = Pd amz = Yd 2 h amz
2
35 x 3.5 3.5
= x
2 3
= 250.10 ft -lb
E Mres st 1,135.69
F.O.S. _ _ = 4.54 > 1.5 OK
Z MOT 250.10
Void without signature and raised seal.
Not for_i*g in Master Permit Applications. Issue No. 27-4863 Schafer Engineering Associates
Expiratiori3Opte: 06/19/07 7 of 13
For In3tallati6n Address Only: Rudy and Kimberly Stretch, 2310 S. Owl Ct., Veradale, WA 99037
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.)
P
b
Pd
, W� P� (Pb + Pc )t,
f
Y— Presist = µ(Pb + Pc) = [t(Wd heffwc + Yc tc Wc)
= 0.45 x ( 105 x 2.67 x 2 + 145 x 0.8 x 2 )
= 360.75
+ Yd
h2
Y— Psliding = Pd = 2
2
35 x 3.5
_ 2
214.38
Presist 360.75
F.O.S. _ _ = 1.68 > 1.5 OK
Y- Psliding 214.38
Void without signature and raised seal.
Not for use in Master Permit Applications. Issue No. 27-4863 Schafer Engineering Associates
Expiration Date: 06/19/07 8 of 13
For Installation Address Only: Rudy and Kimberly Stretch, 2310 S. Owl Ct., Veradale, WA 99037
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.)
LATERAL LOAD DIAGRAM
L
NGLE
x 44GALVANIZED ANGLE
ADJUSTABLE and STATIONARY
AFRAME ASSEMBLY
A.) Compression Analysis: (Load Condition 2a governs.)
Max force at brace level [P,] = 3 p Lc = 3 66.43 8.0 = 177.13 lb
Axial Compression Force [Pax] _ p, _ P, _ 177.13 = 371.23 lb
cos 0 cos ( 61.5 ) 0.4772
Actual axial stress [faPaxc 371.23] _ _ = 1,260.96 Ib/int
Aa 0.2944
kLa 1.0x44
-109.64 Cc = 126.1 Fa = 11.72
ra 0.4013
F.O.S. = f a = 11.720 = 9.29 > 1.0 OK
1.2610
Void without signature and raised seal. Schafer Engineering Associates
Not for use in Master Permit Applications. Issue No. 27-4863 9 of 13
Expiration Date: 06/19/07
For Installation Address Only: Rudy and Kimberly Stretch, 2310 S. Owl Ct., Veradale, WA 99037
TECHNICAN PACIFIC POOLS, INC
Classic Wall Panel
Section Properties of Angle Brace
-- VERTICAL LEG
r b
b=
C=
d=
-- HORIZONTAL LEG
b=
h=
C=
0.075 1 = 0.0500
1.000 A= 0.150
2.000
1.9250
0.0750
1.9625
-- PROPERTIES TOTAL SECTION
Void without signature and raised seal
I =
0.0001
Stop =
c
Sbot =
0.0018
b=
C=
d=
-- HORIZONTAL LEG
b=
h=
C=
0.075 1 = 0.0500
1.000 A= 0.150
2.000
1.9250
0.0750
1.9625
-- PROPERTIES TOTAL SECTION
Void without signature and raised seal
I =
0.0001
Stop =
0.0018
Sbot =
0.0018
A =
0.1444
Ctotal =
1.4721
Itotal =
0.1182
Atotal =
0.2944
r,a =
0.6337
k =
-0.07081
lu =
0.047412
ru =
0.401324
Not '. for ,use in, Master Permit Applications. Issue No. 27-4863 Schafer Engineering Associates
F-xpiration: Date: 06/19/07
Por Installation Address Only: Rudy and Kimberly Stretch, 2310 S. Owl Ct., Veradale, 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.)
p�
Max force at brace [P,] = 3 Lc = 3 124.44 8.0 = 331.85 lb
Axial Tension Force [Pax] _ P, _ p, 331.85_ = 695.47 Ib
cos 0 cos ( 61.5) 0.4772
Actual axial stress [faPapa 695.47] _ _ = 2,362.35 Ib/int
Aa 0.2944
F.O.S. = f a = 21.600 = 9.14 > 1.0 OK
2.3623
Void without signature and raised seal.
Not for use in Master Permit Applications. Issue No. 27-4863 Schafer Engineering Associates
Expiration Date: 06/19/07 11 of 13
For Installation Address Only: Rudy and Kimberly Stretch, 2310 S. Owl Ct., Veradale, WA 99037
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.)
Actual axial stress [fa] _ Pazc _ 371.23 = 1,890.63 Win 2
Ar 0.1963 TURNBUCKLE
' 307
_ 152 Cc = 126.1
k Lr 1 x 19 a? THREADED ROD =
rr 0.125
Fa = 6.46
6.46
TURNBUCKLE and THREADED ROD
F.O.S. = fa = = 3.42 > 1.0 OK 1.8906 AFRAME ASSEMBLY
B.) Tension Analysis: (Load Condition 2c governs and modified lateral load [P] from
Section 3 applies.)
Paxt695.47
Actual axial tensile stress [ft] _ _ = 3,542.02 Ib/int
Ar 0.1963
F.O.S. = f t = 21.6 = 6.10 > 1.0 OK
3.5420
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.)
Pax 695.47
Actual bolt shear stress [f,] _ _ = 6,296.93 Ib/int
Ab 0.1104
F.O.S. = f, = 10,000 = 1.59 > 1.0 OK
6,296.93
B.) Check Bolt Tension Stress: (Load Condition 2c governs and modified lateral
distributed panel load [P'net] from Section 3 applies. Refer to Section 4 of radial panel
analysis.)
Maximum tensile force [T] = P'net R = 46.67 x 29 = 1,353.33 Ib/in of panel depth
Actual bolt tensile stress [ft] _ T S _ 1,353.33 x 6
Ab 0.1104
F.O.S. = ft 20,000_= 3.26 > 1.0 OK
6,126.64
X (112)
= 6,126.64 lb
Void without signature and raised seal.
Not for use in Master Permit Applications. Issue No. 27-4863 Schafer Engineering Associates
Expiration Date: 06/19/07 12 of 13
For Installation Address Only: Rudy and Kimberly Stretch, 2310 S. Owl Ct., Veradale, WA 99037
TECHNICAN PACIFIC POOLS, INC
Classic 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 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 on those elements identified herein and do not cover liners, ladders, steps,
slides, decks, railings, etc. This pool system is intended to be installed only by factory trained and approved
distributors/contractors.
2. Soil pressures used in these calculations constitute those soils which are in their active state and have a maximum
equivalent fluid pressure equal to 35 #/ft3 under non -saturated conditions and 45 #/ft3 under saturated conditions.
See definition of parameters section for more soil type assumptions used in these calculations. These calculations
do 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" x2'-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 signature and raised seal. Schafer Engineering Associates
Not for use in Master Permit Applications. Issue No. 27-4863 13 of 13
Expiration Date: 06/19/07
For Installation Address Only: Rudy and Kimberly Stretch, 2310 S. Owl Ct., Veradale, WA 99037
ci
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