05-2003 (RPL)P.O. BOX 1504
.78-495 CALLEVA MPICO
LA QUINTA, CALIFORNIA 92253'
4
BUILDING &.SAFETY DEPARTMENT
BUILDING PERMIT
Application Number: 05-00002003�
Property Address:
APN: .78875 SUN13ROOK LN -
Application description: 604-292-004-25 -23995
Property Zoning: POOL - RESIDENTIAL
Application valuation: LOW DENSIT
ant: Architect or.Engineer:
MAY 3 12005
VOICE (760) 777-7012.
FAX (760).'177-7011
INSPECTIONS. (760) �77-7153
Owner-
--------------------------------
LAMB JAME� S
78-875 SUNBROOK LANE
LA QUINTA, CA 92253
Contractor:
---------------------------------
FPD SERVICES INC
WCC: EXEMPT
WC: EXEMPT .05/31/06
Lic. No.: ---------------
Date: 5/27/05
L
-CITYOF� �QU I N T�A_
FINA CLEL p
------------
--------------------------------------------------------------------------------------------------
LICENSED CONTRACTOR'S DECLARATION
WORKER'S COMPENSATION DECLARATION
her by affirm under Penalty of perjury that I am licensedunder provisions of Chapter 9 (commencing with
I hereby affirm under penalty of perjury one of the following declarations:
f
a on 7000) of D' ,I of the Business and Professionals Code, and m ense is in f orce and effect.
1
I have and will maintain a certificate of consent to self -insure for workers' compensation, as provideii
License Class: gar,
for by Sec'tion 3700 of the Labor Code, for the performance of the work for which this permit is
Contractor:
issued.
I have and will maintain workers' compensation insuran�e, as required by Section 3700 of the Labor
,1--D.te:
I I .
Code, for the performance of the work for which this permit is issued. My workers'. compensation
I OWNER -BUILDER DECLARATION
insurance carrier andopo;ficylnumber are:
,
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
Carrier 820132 1 5 / 0 Solici NLimber C53
following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to
certify �that, in the performance of the work for which this permit is issued, I -shall not employ any
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
person in any inanner so as to become subject to the workers' compensation laws of California,
permit to file a signed statement that he or she is. licensed pursuant to the provisions of the Contractor's State
and agree tha ou Id becom to h, w�,rkers'. compensation provisions of Section
t' "
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
P,,y w
, Is P, t
3700 of t4 a or I le hall f ht h those.provisions.
a
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
ftct
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
D Applic.
1. as owner of the property, or my employees with wages as their sole compensation, will do the work, and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
WARNING: FAILURE To SECUREW KERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
Contractors' State License Law does not apply to �n owner of property who builds or improves thereon,
SUBJECT AN EMPLOYER TO CRIMIN PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
and who does the work himself or herself through his or her own employees, provided that the
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
improvements are not intended or offered for safe. If, however, the building,or improvement is sold within
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
APPLICANT ACKNOWLEDGEMENT
1—), 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
I MPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
conditions and restrictions set forth on this application.
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
1 . Each person upon whose behalf this application is made, each pers on at whose request and for
pursuant to the Contractors' State License Law.).
whose benefit work is performed under or pursuant.to any permit issued as a result of this application,
I—) I am exempt under Sec. B.&P.C. for this reason
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its.officers, age9ts and employees for any act or omission related to the work being
performed under or following issuance of this permit.
Date: Owner:
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
CONSTRUCTION LENDING AGENCY
permit to cancellation.
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
I certify ihat I have read this application and stale he the above information is c rect. I agree to comply with all
work for. which this permit is issued (Sec. 3097, Civ. C.).
city and county ordinances and state laws relati ing constructi a a authorize representative&
n,
of this county to enter upon the above -m enti oned pkpertVfor inspectio ur
Lender's Name:
. .
nature (Applicant or Ag
K� Sig ant):
Lender's Address:
LQPERMIT
r
Application Number . . . . . 05--00002003
Permit BLDG POOL PERMIT
Additional desc
Permit Fee 18,0.00 Plan Check Fee
117.00
Issue D. Valuation
ate
17000�
Expiration Date' 11/23/05
Qty Unit Charge Per
Extension,
BASE FEE
45.00
15.00 9 01-25,00,0
.0000 TH06 BLDG.2,0
-------------------------------------------- --------------------------------
135..,00.
Permit. . . . . . ... ELEC'POOL PERMIT -RES
Additional desc
Permit'Fee 45.'00 Plan'�Check-Fee
11.25
Issue Date. Valuation . .
. . 0
Expiration Date % 11/23/0.5
Qty Unit Charge Per'
Extension
BASE FEE
15.00
i.00 30.0000 EA ELEC PRIVATE SWIMMING POOL
-----------------------------------------------------------------------------
30.00.
Perniit PLUM13ING
Additional desc
Permit Fee Plan,Check Fee
.-27.00
Issue Date Valuation� . .
. . 0.
Expiration Date. 11/23ZO5
Qty Unit Charge Per
Extens'
ion
BASE FEE-
15.001
6.0000 EA PLB FIXTURE
6-00
.-,1.00 3.0000 EA PLB WATE k INST/ALT/REP
3.00
3.0000 EA -PLB GAS PIPE 1-4 OUTLETS
- -- -----------
3.00
---------------
---------------- -------------------------
Special'Notes and Comment*s
FIBERGLASS POOL ONLY (NO HtATER)
ALARMS/BARRIERS SHALL BE.IN.PLACE PRIOR-',
TO PRE -PLASTER INSPECTION..EQUIPMEkT-
ENCLOSURE-kOT INCLUDED IN PERMIT.
Fee summary -Charged .-Paid- Credited
- ---------------
Due
----------
- ---------- ---------- ----------
Permit-Fee Total 252.00 .100 .00
252.00
'Plan Check Total. 135.,00 .00 .00
135, 00
Grand.Total 3.87.00 --.00'', .00
387.00'
LQPERMIT
Bin #
Rcc1d TRACKING'
Plan Sets
Plan.Chcck submitted
Structural Cafes.
"F
GtY Of LA. Quin tj
TrussCalcs.
Called Contact Person
Building ff!Safety Phtion.
Perm. it
Flood plaiii-plan
..P.O. Box. 1504, 78-4 95 Calle Ta MPIC0
�003
2"' Review, read3'* for corrcctions/issue
La Quinta, CA 9,2253 - (760) 777-70,12
Called Contact Person
-------
Building -Permit'Application'and T
racking Sheet
Project Address:
Plan�.res'u'
bmit(ed
IN IIOUSE:-
3rd Review, ready for corre
- . ctions/issue
Planning Approval -
OWner's Name:-,,�4.,—.
A. P. Number:
Date of permit issue
Address:
�egal -Desdription:-
Grading
City, Zip: -a C A,
Contractor Efo Se)e_vi,
Telephone:
A—za,
Address: r
Project Description:
Cit y, ST" Zip:
fig
POO*
Telephone: 31a
Ems;:,;
L_ zY
State Lic. #
City Lic.
Arch., Ehge., Designee:
Address:
City, ST, Zip:
Telephone:
Construction Type.- OcFupancy:
State Lic. #:
I*.:
Project type (circle one):. New Add'n. AItcr Repair Demo
Name of Contact Person:
Sq. Ft.:
# Stories:
# Units:. 7
Telephone # of Contact Person:
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
# Submittal Rcq'd
Rcc1d TRACKING'
Plan Sets
Plan.Chcck submitted
Structural Cafes.
"F
Reviewed, ready for correction
ns
TrussCalcs.
Called Contact Person
Title 24 Calcs�.
Plans picked up
Flood plaiii-plan
Plans rcsubmit(cd
..Gradingplan
. ......
2"' Review, read3'* for corrcctions/issue
Subconfactor List
Called Contact Person
Grant Died
Plans picked. up
1I.O.A.'Apgroval
r
Plan�.res'u'
bmit(ed
IN IIOUSE:-
3rd Review, ready for corre
- . ctions/issue
Planning Approval -
Called Contact Pers'
on
Pub. NATs. Appr
Date of permit issue
School Fees
PERMIT FEES.
S/�o
-Itern
Amount
Plan Check Deposit,
Plan Chick Balance
Construction
Mechanical
Electrical
Plumbing
SAI.I.
Grading
Developer Impact Fee
A1.P.P.
A—za,
. —,rmi,",
01
LEGACY REPORT
PFC-3608
Reissued January 1, 2004
ICC Evaluation Service, Inc. Business%eglonitl Office w 5360 Worknrian K9 Rmd, Whittier, Caliornia 90601 in (562) 6990543
Regkmal Office m 900 Mortlair FbM, Suite A, eliffilnghani, AlabaTna 35213 m (206) 599-9M
www.icc-et.org Regkmal Office m 4051 West Fbsmxff Poaa Country Club HMs, Mhois 60478 m (708) 7992305
Legacy report on the 1997 Uniform Building Code"m
DIVISION: 13--;-SPECtAL CONSTRUCTION
Section: 13150 --Swimming Pools
FIBERGLASS ONE-PIECE SWIMMING POOLS AND SPAS
VIKING POOLS, INC.
POST OFFICE BOX 96
WILLIAMS, CALIFORNIA 95987
1.0 SUBJECT
Fiberglass One-piece Swimming Pools and Spas.
2.0 DESCRIPTION
2.1 General:
The swimming pools and spas consist of one-piece fiberglass
construction shop4ormed over a mold. The material is
fiberglass reinforced plastic (FRP), a minimum of'/, inch (6.4
mm) thick, composed of isophtalic resin, vinyl ester resin,
fiberglass, and ceramic. The surface finish is a neo pentyl
glycol gel coat. Viking Pools produces various styles of
swimming pools and spas. When installed in accordance with
this evaluation report, the pools and spas comply with
applicable requirements of the following codes:
- 2000 International Building Code (IBC
- 1997 Uniform Building CodeTm (UBC)
- BOCA� National Building Code/1999 (BNBC)
- 1999 Standard Building CodeP (SBC)
- 2000 International Plumbing Code (IPC)
- 2000 IAPMO Uniform Plumbing Code (UPC)*
The overall pool dimensions, depths and capacities are
shown in Table 1. For mini -pools, see Table 2; for spas, see
Table 3. The units comply with ANSI/NSPI-5, specified in
Section AG103.1 of the IRC,'and IAPMO IGC -2000%
specified in the UPC.
Models described in Table 4 �an be placed up to 191/2
inches (49.5 mm) above ground. Vertical supports consisting
of 1 -inch-by-1 1/2-inch-by-36-inch4ang (25 mm by 38 mm by
914 mm), Douglas fir, No. 2 wood members encapsulated in
the FRP process at4l/27foot (1372 mm) intervals are required.
These pools and spas may be placed with orwithout concrete
or wood decking. Unless elevated portions of the units are
protected from sunlight by soil berms, decking, etc., these
portions must be coated with a UV4nhibiting opaque paint
that is compatible with the laminate.
All plumbing must comply with the IPC or UPC. Electrical
work must comply with the code in effect at the construction
site. The pool and spa must remain full of water at all times.
A permanent sign, bearing the following statement, must be
attached to the pumping equipment:
Notice—The pool or spa is designed to remain. full of water
at all times. The pool shell may be damaged if the water
level is allowed to drop below the -skimmer. When
appreciable draw -down is noticed or if it becomes
necessary to drain the pool or spa, contact Viking,Pools or
its dealers for instructions.
A permanent label must be installed adjacent to the above
sign indicating the Viking Pool dealers name, address and
telephone number.
2.2 Installation:
Viking pools and spas may be installed without a soil
investigation by a registered design professional (RDP),
subject to the building official's approval, provided none of the
following conditions are encountered at the site:
1 . The existence of groundwater within the depth of the pool
or spa excavation.
2. The existence of an uncompacted fill in contact with any
portion of the pool or'�pa.
3. The existence of any expansive or adobe -type soils.
4. The existence of any soil types with an angle of repose
that will not support the walls of the excavation atclesired
slopes.
5. Danger to adjacent structures posed by the proposed pool
or spa location.
6. The existence of any cracks or openings in soil that would
not confine sand bedding.
I
If any of the conditions above is encountered, excavation
must cease immediately. The specified conditions at the site
must then be reviewed and recommendations made by the
RDP. The building official must approve the RDP's report
before work is continued.
The pool or spa exca.vabon'profile must coincide with the
contours of the pool. The overexcavation is approximately 6
*The Uniform Plurnbing Code and IGG-2000 are copyrighted publications of the International Association of Plumbing and Mechanical
Officials, 5001 East Philadelphia Street, Ontario, California 9176 1.
ICC -ES legaizv reports are not to be construed as representing aesthetics or ativ other attributes not specifical(v addressed, nor are thty to be cow ed:
an endorsement ofthe subject ofthe report or a recommendarionfor its use. There is no %virantv bv ICC Evaluation Service, Inc.. express or inpfie7d ax
aqvftnding or other matter in this report, or as to oi�v product covered kv the report.
Copyright @ 2004
Rige I of 6
Page 2 of 6 PFC-3608
to 12 inches (152 to 305 mm) on the sides and ends. The
overexcavation at the pool bottom is approximately 4 to 8
inches (102 to 203 mm). The 6ackfill for the pool or spa
bottom is a layer of 3 -inch -thick (76 mm) bedding sand
matching' the pool or spa profile. This sand layer is
compacted using a manual tamper and water. The pool or
spa is then set into place using a crane or excavator. A
properly placed pool or spa must sit firmly on the sand and be
within I inch (25 mm),of level. Simultaneous waterfill and
sand backfill operations then commence. The sand is
compacted with a tamper and water. The installer must
ensure that the' backfill level and water level are
approximately the same throughout this procedure.
After completion of the backfill and plumbing, the decking is
placed. Decks are prepared as indicated in Figures I through
4:
1 . Cantilevered concrete decks are constructed as noted in
Figure 2 in all cases.
2. Cantilevered decks are constructed with brick or stone as
noted Figure 3 in all cases.
3. Noncantilevered concrete decks are constructed as noted
in Figure 1 in all cases.
4. Ra * ised bond beams are constructed as noted in Figure 4
in all cases.
5. Aboveground installafi6ns.are constructed as noted in
Figure 5 in all cases.
Barriers are required where pools are on premises of UBC
Group R, Division 3, Occupancies - or IBC Group R
Occupancies. The barriers must comply with Appendix
Chapter 4, Division 1, of the UBC or Section 3109.4 of the
IBC.
2.3 BNBC:
Viking pools and spas may be used as public swimming pools
or private swimming pools, in connection With Group R-3
Occupancies only. In addition to other requirements in this
report, swimming pools used under the BNBC must satisfy
the following items:
2.3.1 Location: Swimming pool and spa walls shall maintain
distances from property lines,required in Section 421.4 of the
BNBC.
2.3.2 Construction: Requirements in Section 421.5 of the
BNBC, concerning slopes, cleaning devices, walkways, steps
and ladders, must be observed..
2.3.3 Water Supply- The water supply and drainage must
comply with Section 421.6. of the BNBC.
2.3.4 Barriers: Barriers for private swimming pools must
comply With requirements in Section 421.10 of the BNBC.
2.3.5 Diving Boards:, Diving board distances and Water
depths must comply With Section 421.11 of the BNBC.,
2.4 Identification:
Viking, pools and spas are identified by the following
informationimprinted on the top step of the pool or,spa:
manufacturer's name (Viking Pools, Inc., Viking Pools
Central, or Viking Pools Northeast) and address, pool or spa
model designation, a coded serial number and the evaluation
report.number (PFC-3608).
The units also bear'the label of the quality control agency,
Columbia Research,& Testing Corporation (AA -527).
3.0 EVIDENCE SUBM17TED
Plans, fabrication and installation data, calculations. and a
quality control manual.
4.0 FINDINGS
That the Fiberglass One-piece Swimming Pools and Spas
comply with the 2000 International Building CodeP (IBC),
the 1997 Uniform Building. CbdeTm (UBC), the 1999
Standard Building CodeP, the BOCA0 National Building
Code/1999, (BNBC), the 2000 International Plumbing
Code, and the 2000 MLPM0 Uniform Plumbing, Code,
subject to the following conditions:
4.1 The construction and poollspa installation comply
with this report and the ma�ufacturer.s instructions.
4.2 Electrical and plumbing installation comply with the
respective codes, in effect at the construction site.
4.3 The pools and spas are installed by trained dealers,
agents or customers approved byVilking Pools; Inc.,
Viking Pools Central, or Viking Pools Northeast.
4.4 Clearances from slopes are observed as set forth in
Section 1806.5.4ofthe UBC, Section 1805.3.3of the
IBC dr Sections 421.4 and 421.5 of the BNBC.
4.5 The. pools and spas produced by Viking Pools
'Northeast, Inc.,176 Viking Drive Industrial Park, Jane
Lew'WestVirginia; Viking Pools Central, Inc., 10600
W '� Interstate 20 East, Midland, Texas; and Viking
es
Pools, Inc., 121 Crawford Road, Williams, California,
are mamifactured under a quality control program
with inspections, by Columbia Research & Testing
Corporation (AA -527).
This report is subject to re-examination in two years.
Page of 6 PFC-3608
TMLE I—POOLS
4
SERIES
LENGTH ft-ln.)
WIDTH ft -in.)
Deep End fft.-In.)
DEPTH
Shallow End fft.-In.)
CAPACITY (gal.)
L
31-6
14-0
7-0
3-6
13,700
N
37-0
15-0
8-3
3-5
2D,ODD
0
25-2
11-10
4-6
Uniform depth
8,100
K
34-0
1"
-8-3
3-5
16,000
MK
2"
14-0
15-10
3-6
10,000!
BL
40-0
11-10
4-6
Uniform depth
-14,000��
BFF
25-7
12-0
6-0
3-6
9,000
FF
30-0
14-0,
6-0
3-6
1ZOOO
BKD
24-0
12-0
5-0
3-6
6,000
SL
39-0
7-6
4-0
Uniform depth
6,500
BP
38-0
16-0
6-0
3-6
17,000
SFF
24-0
12-0
6-0
3-6
9,000
RS
3D-0
14-0.
6-6
3-6
IZ500
GC
40,0
16-0
8-0
376'
19,600
GS.
35-0
16-0
5-10'
3m6
15,000.
RP
31-0
14-0
5-10
3-6
1ZBOO
FP
25-0
12-0
5-5
3-6
6,000
CD
33-0
16-0
5-6
3-6
15,000
BPD
38-0
16-0
B-0
3-6
20,000
CP
31-0
1M
5-0
3-6
10.500
MT
35-0
14-0
5-6
3-6
1Z400
AC
39-0
16-0
6-0
3-6
16.700
OB
40-0
16-0
5-8
3-6
18,9DO
BN
40-0
16-0.
.8-0
3-6,
2ZODO
TN.
.30-0
14-0
6-0
3-7
13,500
Ps
40-0
16-0
7-0
3-6
23,ODO
LG
30-0
14-0
6-0
3-6
14,800
cc
35-0
16-0
6-6
3-6
15,0DO
AL
24-0
12-0
.5-0
3-6
7.ODO
CL
30-0
12-0
6-0
�3-6
10,000
MN
24-0
12-0
5-0
3-6
7,000
CY
30-0
14-0
6-0
3-6
1?,5DO
BR
35-0
16-0
6-6
3-6--
16,000
MR
40-0
16-0
8-0
3-6
22,000
Page 4 of 6 PFC-3608
SERIES
LENGTH (fL4n.)
WIDTH (ft.4n.)
Deep End (fL4n.)
DEPTH
Shallow End (fL4n.)
CAPACITY (gal.)
SP
20-0
11-0
5-0
3-5
3,600
SK
20-0
10-0
5-0
3-6
Z750
MP
14-6
9-6
4-0
Uniform depth
2,500
MFF
14-0
8-6
4-0
Uniform depth
2,100
MLL
15-10
8-5
4-0
Uniform depth
22M
MTK
16-0
9-3
4-0
3A
2,300
6-6
22-0
7-6
4-0
Uniform depth
3,5W
WGA
18-0
8-6
6-0
Uniform depth
4,500
WGB
18-0
8-6
6-0
5-6
4,300
WGC
18-0
8-6
5-6
Uniform depth
4,050
WGD
1"
8-6
5-6
5-0
3,&50
WGE
18-0
8-6
5-0
Uniform depth
3,600
WGF
18-0
BOS
5-0
4-6
3,400
WGG
9-0
Octagonal
4-6
Uniform depth
im I
WGH
Octagonal
8-0
50
Uniform depth
1,350
WGDXL
8-0 x 12-0
9-6
4-0
Uniform depth
3,000
__21-0
WGDLXS
18-0
8-6
5-0
Uniform depth
2,800
For SI: I inch = 25A mm, I foot = 305 mm, I gallon = 3.785 L
TABLE 3 --SPAS
SERIES
SHAPE
WIDTH OR DIAMETER
ft4n.)
DEPTH
(fL4n6)
CAPACITY
(gat-)
RS
Round
5-8
3-0
275
RSSW
Round
5-8
3-0
275
RSSP
Round
5-8
1-6
150
Os
Octagonal
6-0
3-0
375
Ossw
Octagonal
6-0
3-0
375
Ossp
Octagonal
6-0
1-6
125
Ss
Square
6-6
3-0
295
SsSW
Square
6-6
3-0
295
SSSP
Square
6-6
1-6
150
LOS
Octagonal
7-6
3-0
450
LOSSW
Octagonal
7-6
3-0
450
LOSSP
Octagonal
7-6
1-6
220
LRS
Round
7-0
3-0
420
LRSSW
Round
7-0
3-0
42D
LRSS
Round
7-0
1-6
180
BOS
Octagonal
8-0
3-0
475
BOSSW
Octagonal
8-0
3-0
475
BOSSP
Octagonal
8-0
1-6
270
CS
Octagonal
8-0 x 12-0
3-0
700
CSSW
Octagonal
8-0 x 12-0
3-0
700
CSSP
Octagonal
8-0-12-0
1-6
430
RG
Freelorm
11-0
3-4
600
RGSW
Freeform
8-0 x 11-0
3-4
600
RGSP
Freeform
8-0-11-0
1-6
470
RY
Rectangle
8-0 x 1G-0
3-4
600
RYSW
Rectangle
8-0 x 1G-0
3-4
600
RYSP
Rectangle
8-0 x 10-0
1-6
330
M
Round
1G-0
3-4
550
msw
Round
1G-0
3-4
550
MsP
Round
10-0
1-6
325
CB
I(idney
8-0 x 10-0
3-4
525
CBSW
Kidney
8.0 x 10-0
3-4
525
CBSP
Kidney
8-0 x 10-0
1-6
275
LCS
--Rectangle
8-6 x 17-0
3-0
1,840
For SI: 1 inch = 25.4 mm, I foot = 305 mm, I gallon = 3.785 L
Page 5 of 6. PfC-36081-
TABLE 4—ABOVEGROIjND jig'/, INCHES MA)UMUM ABOVE GRADE)
POOLS
SPAS
B
MFF
SK
RS
LOS
CS
m
BFF
MK
SL
RSSW
LOSSW
Cssw
WW,
BKD
MLL
SP
RSSP
LOSSP
CSSP
ASP
FP
mp
AL
as.
IRS.
�RG,
C8,
HL'
MTK
MN
Ossw
LRSSW
-RGSW
CBSW
WGA,
WGB
MGC
Ossp
LRSSP
RGSP
BSP
WGD
WGE
. WGF
Ss
BOS
RY
Lcs
WGG
WGH
WGDXL.
'SSSW
�j
BOSSW
RYSW
CAMBE)
WGDXLS
THICK COMPACTED
COIL ONLY.
SSSP
BOSSP
RYSP
SAND CTYPICAL)
6X6' 111.4 X %nA
6'X6' VL4 X WL4
W
WIRE MESH OR
I
REPAR NCL 3,@z-cr
W7RE MESH OR
IWJBAR F& 3,07 -Ir
EAZH VAY.
C'E
A
EACH WAY.
roR CLAY CADOBE)
SLOPED t/41 -r v
F13R CLAY (AMBE)
3
SOIL ONLY.
Sm ONLY.
17'
1cr
OR CLAY
F Fn
FOR CLAY
CADGM
CAMBE)
THICK COMPACTED
COIL ONLY.
SmL My.
SAND CTYPICAL)
3' THICK COMPACTED
CO '
4' KIM. THICK COMPACTED
TIM
SAND <1 YPICAL)
GRAVEL FOR CLAY
4- WK THICK COMPAC
W CTE
TED
j
CADUSE) =L ONLY
GRAVE1. FOR CLAY
VjM CL
(ADOM SOIL MY.
D L
SAMI)
\—rIBL
tGLAss
S^ND
r
PuaL sHELL
FBERGL=
Pm Sm,
117
FIGURE 1—TYPICAL CONCRETE DECK
FIGURE 2—TYPICAL CANTILEVER CONCRETE DECK
Rage 6 of 6
PFC-3608
V1.4 X WL4
BRICK, fLLCD BLOCK, TON
BRICK
WIRE MESH OR
OR POURED CONCRErE'—*%
Olt HATURAL
7 nN
RCDAR,HO, 3.@Z -.Ir
8ACWn A Ell DIRT
STUE DECK
EACH WAY.
v
1-14�4' ir
FOR CLAY (ABODE)
CnIL ONLY.
WX6' VL4 X VIA
wmr NCTH OR
2r
RCRAR NO. 3
EACH VAY.
FOR CLAY CADOBD
SOIL My.
FOR CLAY
CAMBE)
711v
SOIL M&Y.
3' THICK COMPACTED
'.
UND CTYPLCAL) -
-JL--
4' HIM TRICK COMPACTED
GRAVEL FUR CLAY
3' THICK COMPACTED
CADDRE) SOIL ONLY.
SAW CTYPICAL)
4' MIK THICK COMPACTED !i
SAND
GRAVEL FOR CLAY
FMIERGLASS
CADOOD WIL ONLY.
FOOL SHEU
AMD
nWUA=
POOL SHELL
FIGURE 3--CONCRETE.DECK WITH BRICK OR STONE.
FIGURE 4—TypicAL BOND BEAM. CONSTRUCTION
HOUND DIRT
19 trr
AROUND POOL OPTIONAL
APPROX �6' WOOD DECK
FIGURE S—TYPICAL ABOVE GROUND INSTALLATION