2006, 06-30 Permit App: 06002547 PoolSpokane
asatIF Valley
Community Development
Permit Center
11707 E Sprague Ave, Suite 106 •
Spokane Valley, W •-9. 06
(509)688-0036 F
www. s 'okanevalle
Residential Construction
Permit Application
009
un nn
V l5
PERMIT NUMBER:a6'41
PERMIT FEE:
JUN 29 yC
u
o New o � Jtction o Accessory Bldg
[o �d itiora(Remodel o Deck
o Other i ��`"� uoiynmvt, POOL.
SITE ADDRESS
( O"3
S (nloor
ASSESSORS PARCEL NO:
LEGAL DESCRIPTION:
Building owner
Name" OOPCC— In M MCC_.
Name.
k tJ COI SOPS
Phone: 617` -6S -ifs Fax:
Address:
`'J( 0-5 3 134Ni'ed Cfr
City:
PO (4-0P1€ Oki/AZT:
q9 037
Phone:
q27_.' 3'I fr%x:
# OF BEDROOMS:
-contact Person -
Name:
Phone:
_Contractor`. -. _.
Name" OOPCC— In M MCC_.
Address: 13C2-9 E 59p -N -4,•}t
City: rp01Lf M ow) Zip: 97 ZG‘
Phone: 617` -6S -ifs Fax:
Lic No: pati -( -- In11- ay) Qp. Date: / (3 /Q
City Business Lic No:
Describe the scope of work in detail: Cost of Project:
1.1c7T ►ict V,(a 1C 3-1,' IN Cy t.a-^1-%0
&.31 nm ,p -A POOL
$ 246)03
**************The following MUST be complete: (write N/A if not applicablel**********************
HEIGHT TO PEAK:
DIMENSIONS:
# OF STORIES:
TOTAL HABITABLE SPACE:
MAIN FLOOR TO SQ.
FTG:
2"u 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
TY:
# OF BEDROOMS:
CONSTRUCTION TYPE:
HEAT SOURCE:
OR SEPTIC?
0
The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the
dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The
signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done
in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of
Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or
local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before
this application can be processed.
Signature
Date is 29-oc
Method of Payment: (Faxed permit applications will only be accepted with major bankcard)
0 Cash ❑ Check ❑ Mastercard ❑ VISA
Bankcard #: Expires: VIN#:
❑ Other
Authorized Signature:
REVISED 8252005
oossk
Spokane
Valley
11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206
509.921`1000 ♦ Fax: 509.921.1008 1 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.
o Smoke detector locations
❑ 22" X 30" attic access location
❑ 18" X 24" crawl space access:
❑ One-hour separation detail: between house and garage
O 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
S OE:ane� 11707 E Sprague Ave, Suite 106
g' Spokane Valley, WA 99205
CommunityDcvelo mart (509)688-0036 FAX: (509)688-0037,
P umlv.snokanrvallev.org
Mechanical Permit Application n Commercial
PERMIT NUAIBER
PERMIT FEE:
Er Residential
SITE ADDRESS:
3103 S j3 ANN C4
Building Owner li EIL) C O ,.4
Name:
k . f Qj p »n j
Phone: Fax:
Address:
11 --
3103 S IJ/01W"''
Cr
City. Sr1:IL 4. it stale:
tri
�q
hip: 7" / 03
-7
Contractor,
•i1{"( -C71-- iZtqat,Cc uNL
-
'•,
Name:
ti Al YADI.outz-
/'�'.J
Phone: 92.t_6rric Fat
77 J
Address:
� 3s z,y � ison.,4t��k.
Ci State:
�" SP�I� t/�4(,tkh
��
Z'
'P` ei9zGl
License No:
Po _c--u1'-4i0'-(i C(/
City Business Lic:
Contact
_
Name:
Phone:. 9Z8 _GsFS
DESCRIPTION OF WORK
R OF UNITS X
COST
= TOTAL AMOUNT
FUEL BURNING APPLIANCE
Equal to or less than 100,000
X
$12.00
2
FUEL BURNING APPLIANCE
More than 100,000
1
X
$15.00
3
UNLISTED APPLIANCE (Additional Fee)
Equal to or less than 400,000
X
150.00
LS oo
4
UNLISTED APPLIANCE (Additional Fee)
More than 400,000
X
1100.00
5
USED APPLIANCE (WSEC min AFUE rating)
Equal to or less than 400,000
X
ss0.00
6
USED APPLIANCE (WSEC min. AFUE rating)
More than 400,000 '
x
$100.00
7
BOILER/REFRIGERATION
1 - 1DDM BTU
X
112.00
6
BOILER/REFRIGERATION
101 .500M BTU
X
120.00
9
BOILER/REFRIGERATION
501 - 1,000M BTU
X
125.00
10
BOILER/REFRIGERATION
1,001 - 1,750M BTU
x
135.DD
11
BOILER/REFRIGERATION
More than 1,750M BTU
X
160.00
12
GAS LOG, GAS INSERT, GAS FIREPLACE
X
$10.00
13
RANGE
X
110.00
14
DRYER
X
110.00
15
FUEL BURNING WATER HEATER
X
110.00
16
MISC. FUEL BURNING APPLIANCE
X
110.00
17
GAS PIPING (each outlet)
X
11.00
18
DUCT SYSTEMS
X
110.00
19
VENTILATING FANS
X
110.00
20
AIR HANDLER (DOES NOT indude ducting)
Equal to or less than 10.000 CFM
X
112.00
21
AIR HANDLER (DOES NOT indude ducting)
Greater than 10.000 CFM
x
$15.00
22
EVAPORATIVE COOLERS
X
110.00
23
TYPE I HOOD
x
150.00
24
TYPE II HOOD
X
110.00
25
HEAT PUMP/AIR CONDITIONER
0-3 TON
X
$12.00
26
AIR CONDITIONER
3-15 TON
X
120.00
27
AIR CONDrI1ONER
15-30 TON
X
$25.00
28
AIR CONDITIONER
30-50 TON
X
135.00
29
AIR CONDITIONER
More than 50 TON
X
160.00
30
LPG STORAGE TANK
x
$10.00
31
WOOD OR PELLET STOVEANSERT
X
110.00
32
WOOD STOVE - FREE STANDING
x
$25.00
33
REPAIR 8 ADDITIONS
x
115.00
34
VENTILATION SYSTEMS
X
112.00
35
VENTILATION MECHANICAL EXHAUST
x
112.00
36
INCINERATOR - RESIDENCE
X
119.00
37
INCINERATOR - COMMERCIAL
x
122.00
METHOD OF PAYMENT:
❑CASH 0 CHECK C VISA CMC
CARD Y
AUTHORIZED SIGNATURE:
REVISED 1)26/05 •
EXPIRES:
VIN:
SUBTOTAL
PROCESSING FEE
$35.00
TOTAL PERMIT FEE DUE:
Project Number: 06002547 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 06/30/2006 Page 1 of 2
Project Information:
Permit Use: 16 x 32 inground pool Contact: POOL WORLD INC.
Address: 13524 E SPRAGUE AVE
C - S - Z: SPOKANE, WA. 99216
Setbacks: Front Left: • Right: Rear: Phone: (509) 928-6585
Group Name:
Site Information: Project Name:
Plat Key: 005857 Name: EVERGREEN PT 09TH ADD
District: F
Parcel Number: 45263.5201 Block
SiteAddress: 3103 S BANNEN CT
Location:: CSV
Zoning: UR -3.5 Urban Residential 3.5
Water District:
Area: ;,226.00 Acres Width: 0
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review Information:
Lot:
Owner: Name: CORSON, KEN
Address: 3103 S BANNEN CT
SPOKANE VALLEY, WA 99037
Hold: ❑
Depth: 0 Right Of Way (ft): 50
Review
Building Plan Review
Released 13y: i Pt
Landuse/Zoning/HE Conditions
Released By:( 1 4
Sewer Revte
Permits •
Released By:
Operator: AMB Printed By: AB Print Date: 06/30/2006
Project Number: 06002547 Inv: 7
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 6/29/2006 Page 2 of 2
Swimming Pool
Contractor: POOL WORLD INC Firm: POOL WORLD INC
Address: PO BOX 14927 Phone: (509) 928-6585
SPOKANE, WA 99214
Item Description
SWIM POOL > 5000 GAL
WSBCC SURCHARGE
Units Unit Desc
1 SELECT
1 SELECT
Fee Amount
$50.00
$4.50
Permit Total Fees: $54.50
Notes:
OK TO ISSUE SEWER PERMITS FOR: BLOCK 24 - LOT 1 BLOCK 25 - LOT 1, 2, 3, 5, 6, 7
OK TO ISS BUILDING PERMITS FOR ALL OTHER LOTS, BUT DO NOT ISSUE SEWER
PERMITS PER GENE REPP 6/5/97 OK TO ISSUE SEWER PERMITS ON ALL LOTS PER BILLY
7/27/97
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
50.00 $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: 6/29/2006
Project Number: 06002547 Inv: 1
• Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 6/29/2006 Page 1 of 2
Project Information:
Permit Use: 16 x 32 inground pool Contact: POOL WORLD INC.
Address: 13524 E SPRAGUE AVE
C - S - Z: SPOKANE, WA. 99216
Setbacks: Front Left: Right: Rear: Phone: (509) 928-6585
Group Name:
Site Information: Project Name:
Plat Key: 005857 Name: EVERGREEN PT 09TH ADD
District: F
Parcel Number: 45263.5201 Block:
SiteAddress: 3103 S BANNEN CT
Location:: CSV
Zoning: UR -3.5
Water District
Urban Residential 3.5
Area: ;,226.00 Acres Width: 0
Nbr of Bldgs: 1' Nbr of Dwellings: 1
Review Information:
Lot:
Owner: Name: CORSON, KEN
Address: 3103 S BANNEN CT
SPOKANE VALLEY, WA 99037
Hold: ❑
Depth: 0 Right Of Way (ft): 50
Review
Building Plan Review
Released By:
Landuse/Zoning/HE Conditions
Released By:
Sewer Review
Perm its •
Released By:
Operator: AMB Printed By: AMB
Print Date: 6/29/2006
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:
SCHAFER ENGINEERING ASSOCIATES
1885 State Street
Schenectady, New York 12304
Phone: (518) 393-4767
Fax: (518) 393-3510
aqd •jt watermark.
ssue No. 26-4295
ron Address Only: Ken C• n, 103 S. Banner Rd., 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)
W., (unit weight of saturated soil)
(soils interior angle of friction)
Ka
Yd
Ys
Ty/
11
(lateral active soil coefficient) = tan2 (45-0/2)
(equivalent active unit weight of dry soil) = K Wd
(equivalent active unit weight of saturated soil) = K.W.,
(unit weight of water)
(friction factor between soil and concrete)
Material Properties and Dimensions:
Panels/Stiffeners/Channels
(modulus of elasticity)
(minimum yield stress of cold -formed steel)
(allowable bending stress of cold -formed steel)
E
FY
Fb
Fb,wa.
Ft
t.
h
her
b3
br
R
L.
d
L.
Se,.
b.
Sac
Void without
Not for4
For In
105 lb/ft3
135 Ib/ft3
30 degrees
0.333
35 Ib/ft3
45 Ib/ft3
62.4 Ib/ft3
0.45
29,000
42,000
25,150
(allowable bending stress of cold -formed plate steel) 31,500
(allowable tensile stress of cold -formed steel)
(thickness of panel, stiffener, and channel steel)
(height of panel)
(depth of water)
(effective height of panel)
(maximum unstiffened 3 foot panel width)
(maximum unstiffened 7 foot panel width)
(maximum radius of panel)
(effective height/length of stiffener = heft)
(nominal depth of stiffener)
(maximum brace spacing)
(section modulus of stiffener)
(maximum unsupported length between stiffeners)
(section modulus of channel)
seal 2nd •• . - ermark.
ue No. 26-4295
r� � yj
Onty. Ken Co . • 3h 03 S. Bannen Rd., Veradale, WA 99037
n Add
25,150
0.0720
3.5
3.0
2.67
3.0
3.5
29
2.67
5.0
8.0
0.5973
10.0
0.6464
k/in2
Iblin2
Iblin2
Ib/int
Ib/int
in
ft
ft
ft
ft
ft
ft
ft
in
ft
in3
ft
in3
Schafer Engineering Associates
1of 13
TECHNICAN PACIFIC POOLS, INC
Classic Wall Panel
A307 Steel Bolts
Fr (tensile stress of the bolt)
Fw
s
db
(shear stress of the bolt)
(bolt spacing)
(bolt diameter)
Concrete Bond Beam
F'. (compressive strength of concrete)
t. (thickness of base pour)
w. (width of base pour)
(unit weight of concrete)
am (moment arm)
Angled Braces/Rods
F, (minimum yield stress of steel)
Fa (allowable axial stress)
ra (radius of gyration of angle)
Aa (area of angle)
La (maximum length of angle)
Lr
dr
rr
k
(maximum length of rod)
(rod diameter)
(radius of gyration of rod)
(effective length factor)
Analyses:
1. General Panel Configuration
20,000
10,000
6
0.3750
2,500
10
2.0
Ib/in2
Ib/in2
in
in
Ib/in2
in
ft
145 Ib/ft3
See Calculations
36,000 Ib/in2
9th Ed. ASD pp. 3-16
From Spreadsheet
From Spreadsheet
44 in
19 in
0.500 in
0.125 in
1.0
07
ioAdd Only: Ken Co
ernfalr?SSIC WALL PANEL
ue No. 26-4295
3103 S. Bannen Rd., Veradale, WA 99037
Schafer Engineering Associates
2of 13
co co CO
g[_0 PANEL
4'-0"
5'-O"
s'-0"
7'-0"
r
PANEL
PANEL
PANEL
PANEL
EO
E 0
07
ioAdd Only: Ken Co
ernfalr?SSIC WALL PANEL
ue No. 26-4295
3103 S. Bannen Rd., Veradale, WA 99037
Schafer Engineering Associates
2of 13
TECHNICAN .PACIFIC POOLS, INC
Classic Wall Panel
2. Loading Conditions: (Calculated per unit foot of wall.)
A. Dry Backfill, Pool Full
Pd
Pw
Total lateral dry soil load [Pd] =
Total lateral water load [PW] =
yd X h2 _ 35 x 3.5 2
= 214.38 Ib/ft
2
2
rwxhw2
2
62.4 x 3.0 2
= 280.80 Ib/ft
2
Total lateral Toad per unit length [P] = PW - Pd = 280.80 — 214.38 = 66.43 Ib/ft
Approximate distributed panel load [Pnet] =
B. Saturated Backfill, Pool Full
66.43
h
Total lateral saturated soil Toad [P5] = les xh2
2
3.5
=18 98 Ib/ft2
%,L
45 x 3.5 2
2
= 275.63 Ib/ft
Total lateral load per unit length [P] = PW - P5 = 280.80 — 275.6 = 5.18 Ib/ft
Approximate distributed panel load [Poet] =
p 5.18
= 1.48 Ib/ft2
h 3.5
Void without signature, raised seal and color watermark.
Not for use in Master Permit Applications. Issue No. 26-4295
Expiration Date: 06/19/07
For Installation Address Only: Ken Corrin, 3403 S. Bannen Rd., Veradale, WA 99037
Schafer Engineering Associates
3of13
TECHNICAN PACIFIC POOLS, INC
Classic Wall Panel
C. pyaflackfiHiRoal mpy (See Material/Installation Assumptions)
Total lateral dry soil load [Pd] = 214.38 Ib/ft
Pd 214.38
Approximate distributed panel load [Pbet] = _ - 61.25 Ib/tt2
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.)
35 x 2.672
ydxhe2
P' =2 2 = 124.44 lb/ft
Approximate distributed panel load [P'net] =
P'
Actual bending stress [fb] = hI b42
2t, ((her +b< )
[fb] = 20,251.40 Ib/in2
P' 124.44
= 46.67 Ib/ft2
h 2.67
46.67 x 2.672 x 3.5 2
2 x 0.0720x( 2.672+3.52)
Fb 31,500
F.O.S. =fb - 20,251.40 1.56 > 1.0 OK
Voidrwithout nature
Not fo u �' er
Expirdh .... , r7
Foe Installati Addr
1 ndco
A
ermark.
e No. 264295
Only Ken Co . 3103 S. Bannen Rd., Veradale, WA 99037
Schafer Engineering Associates
4of 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 [P'..r ] from Section 3 applies.)
131„.4R
Actual Tensile Stress [ft] =
to POOL SIDE
FILL SIDE
46.67 x 29 x (1/12) P. ,
fr = = 1,566.36 Ib/in2
0.0720
Fr 25,150.00
F.O.S. = — - - 16.06 > 1.0 OK
ft 1,566.36
5. Bending along Vertical Axis at Vertical Stiffener:(See Calculation Assumption a.)
BRACE
POINT
7' WIDE PANEL
7' 0"
lilt—i11111
3'-6" 3'-6'
VERTICLE 'Z'
ORIENTATION
P'
BRACE
POINT
FLANGE
tp-0.072
FLANGE
=1 125
WEB
Modified lateral soil (P') from Section 3 applies: (Load Condition 2c governs.)
Maximum bending moment [M.] = 9P- (2. + b2 )
2 x 124.44 x 2.7 10.0 3.5
M. =9 ( 2 + 2 ) = 287.39 ft -Ib
Actual bending stress [fb] =
Fb 25,150
F.O.S. -
M.
fb 5,773.82
287.39 x 12
0.5973
= 4.36 > 1.0 OK
= 5,773.82 Ib/in2
Void hout �gnatur ised al aril co • .termark.
Not fowit��ue M =te it p li ti•i No 26-4295
E Schafer Engineering Associates
xpipint
Fo?dnsr iiT on Add - Only: Ken Co n, 3i 03 S. Bannen Rd., Veradale, WA 99037 5 of 13
TECHNICAN PACIFIC POOLS, INC
Classic Wall Panel
6. Bending in the Top Channel: (8'-0" panel length governs as maximum spacing
between braces occurs with this panel.)
FLANGE
=1.25
BRACE BRACE
POINT 7 —� POINT
PLAN
d=5
N
0
0
CHANNEL
X—SECTION
WEB
FLANGE=1.25
Modified lateral soil (P') from Section 3 applies: (Load Condition 2c governs.)
P' 124.44
Load along the channel [PSP] - - = 41.48 lb/ft2
3 3
41.48 x 8.0 2
Maximum bending moment [Mc] = PmPL`2 - - 331.85 ft -Ib
8 8
M. 331.85 x 12 2
Actual bending stress [fb] = _ = 6,160.62 Ib/in
S 0.646
Fb 25,150
F.O.S. = fb 6,160.62 - 4.08 > 1.0 OK
Void without natu rdise seal . nd co l• ennark.
Not for' Maste r P R pple No. 26-4295
uiiii
Expirat
Foidn03 S. Bannen Rd., Veradale, WA 99037
Schafer Engineering Associates
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.)
Pd
N
E
0
i
= (Wc/2)+d
Mresist _ Mback + Mconc = Pb amt + Pc amt = Wd heftwe amt + 7c 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 -Ib
i 2
E MOT = Msa1 = Pdam2 = Yd2 h arn2
2
35 x 3.5
2
= 250.10 ft -Ib
M,ee,et 1,135.69
F.O.S. = MoT 250.10
x
Void wit out gnatur , ised seal and co• = ennark.
Not]for�use' Maste P it 1ppl atom e No. 26-4295
�„ 91,1i t Schafer Engineering Associates
Expirati
Foi Inst(�I(a� . lcbote `r� 03 S. Barmen Rd., Veradale, WA 99037 7 of 13
3.5
3
= 4.54 >1.50K
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.)
f
E Press = µ(Pb + Pc) = p(Wd heffwc + yc tc we)
= 0.45 x( 105 x 2.67 x 2+ 145 x 0.8 x 2
= 360.75
+ Yd h2
E Riding = Pd =
2
2
35 x 3.5
2
= 214.38
E Presar 360.75
F.O.S. = — = 1.68 > 1.5 OK
E Psed ng 214.38
Void without nature 1 co -termark.
Not fork ter•- 'A•pli tions. ue No. 26-4295
nmm Schafer Engineering Associates
Forin _ Ilan n ddr.<s Only Ken Co 1-31)3 S. Barmen Rd., Veradale, WA 99037 8 of 13
TECHNICAN .PACIFIC POOLS, INC
Classic Wall Panel
9. Brace (Angle Section) Analysis: (Assumes concrete bond beam in place and
8'-0" panel length for maximum brace spacing.)
LONG ANGLE
Z" 44"
14 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
p1 P1 177.13
Axial Compression Force [P.] - _ =
- 371.23 Ib
cos A cos ( 61.5) 0.4772
Actual axial stress [fa] = P.
kLa 1.0x44
re 0.4013
Fe
371.23
= 1,260.96 Ib/int
Aa 0.2944
=109.64 Cc = 126.1 Fe = 11.72
11.720
F.O.S. - - = 9.29 > 1.0 OK
fa 1.2610
Void ,w out
Notlfor
Eipirati
For In
Only. Ken Compo, 3903 S. Bannen Rd., Veradale, WA 99037
Schafer Engineering Associates
9 of 13
TECHNICAN PACIFIC POOLS, INC
Classic Wall Panel
Section Properties of Angle Brace
-- VERTICAL LEG
b=
c=
d=
-- HORIZONTAL LEG
b=
h=
c=
0.075
1.000
2.000
1.9250
0.0750
1.9625
b
•
c
1
I = 0.0500
A= 0.150
\\\\\\\\\\\\NM>. - -- - 1-
C
1
-- PROPERTIES TOTAL SECTION
=
Stop =
Spot =
A=
0.0001
0.0018
0.0018
0.1444
Ctotai = 1.4721
!total = 0.1182
Atotel = 0.2944
r30( = 0.6337
k = -0.07081
la = 0.047412
ra = 0.401324
r
Void wiiltii houtfs21 nnature�jj, sedsealandatcolor termark.
ori
Not torlusel ster • rt ppli • ns. ue No. 26-4295 Schafer Engineering Associates
E)Cpiiati° -10.!_. _I
For Inst llanp :: d 'c nhl�Kep ggw9w•�3103 S. Bannen Rd., 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.)
Max force at brace [P,] -
p' 124.44
Lc =
3 3
8.0 = 331.85 Ib
p p 331.85
Axial Tension Force [RA] = _ -
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
V
PE�evi
NatM4ourliuNo.26-4295
EpatioiFo? nstallao
AddOnly: Ken Corso, 3103 S. Bannen Rd., Veradale, WA 99037
S
- 695.47 Ib
Schafer Engineering Associates
11 o113
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.)
pa. 371.23
Actual axial stress [fa] = - - 1,890.63 Ib/int
A, 0.1963
kL, 1x19
r, 0.125
Fa = 6.46
F.O.S. - Fa
fa
= 152 Cc = 126.1
6.46
1.8906
3.42 > 1.0 OK
TURNBUCKLE
1/2"0 — 19" A307
THREADED ROD
TURNBUCKLE and THREADED ROD
AFRAME ASSEMBLY
B.) Tension Analysis: (Load Condition 2c governs and modified lateral load [P] from
Section 3 applies.)
695.47
Pay
Actual axial tensile stress [ft] = = 0.1963
21.6
- 3,542.02 Ib/int
F.O.S. - ft 3.5420 6.10 > 1.0 OK
11. Steel Bolt Analysis:
A.) Check Bolt Shear: (Load Condition 2c govems and modified lateral load [P] from
Section 3 applies. Refer to Section 9b of brace analysis.)
pax 695.47
Actual bolt shear stress IL] = - 0.1104 = 6,296.93 Ib/in2
F 10,000
F.O.S. = f = 6,296.93- 1.59 > 1.0 OK
B.) Check Bolt Tension Stress: (Load Condition 2c govems and modified lateral
distributed panel load [P'nat] from Section 3 applies. Refer to Section 4 of radial panel
analysis.)
Maximum tensile force [T] = P'nat R = 46.67 x 29 = 1,353.33 lb/in of panel depth
T S 1,353.33 x 6 x (Viz)
Actual bolt tensile stress [ft] =
Ab 0.1104
Ft 20,000
F.O.S. = - - 3.26 > 1.0 OK
ft 6,126.64
Vdd o natu raised sea an watermark.
Not for i M st d p li i ue No. 26-4295
Expiw�o aQBh /07
For Install Ion Add Only: Ken Co n, 3103 S. Bannen Rd., Veradale, WA 99037
= 6,126.64 Ib
Schafer Engineering Associates
12 of 13
1.
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 only those elements identified herein and do not cover liners, ladders, steps,
slides, decks, railings, etc. This pool system is intended to be installed only by factory trained and approved
distributors/contractors.
2. Soil pressures used in these calculations constitute those soils which are in their active state and have a
maximum equivalent fluid pressure equal to 35 #/ft3 under non -saturated conditions and 45 #/ft3 under saturated
conditions. See definition of parameters section for more soil type assumptions used in these calculations.
These calculations do 4 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.
103 S. Bannen Rd., Veradale, WA 99037
Schafer Engineering Associates
13 of 13
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DR,",Y{TJ 8Y: JENIN CUM MERSON
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BOLT
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IPC -AFS - (SUPPLIED WITH CLASSIC STEEL 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)
REB AIL STAKE
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