APPROVED BLD PLN RESUB1 BLD2021-1008+Plan_Set+8.30.2021_10.08.01_AM+2382568General Notes
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General
The swimming pools and spas consist of one-piece fiberglass
construction shop -formed over a mold. The material is fiberglass
reinforced plastic (FRP), a minimum of 1/4 inch (6.4 mm) thick,
composed of isophtalic resin, vinyl ester resin, and fiberglass. The
surface finish is a neo pentyl glycol gel coat. Latham Pools produces
various styles of swimming pools and spas. When installed in
accordance to Latham Pools installation procedures, the pools and
spas comply with applicable requirements of the following codes:
2015/2018 International Building Code® (IBC)
2018 International Residential Code (IRC)
2018 International Plumbing Code®(IPC)
2012/2015 IAPMO Uniform Plumbing Code (IAPMO UPC)
2012 ANSI/APSP/ICC-5 Residential Inground Swimming Pools
2014 ANSUAPSP/ICC-3 Permanently Installed Residential Spas
and Swim Spas
2013 ANSI/APSP/ICC-7 Suction entrapment Avoidance
2011 ANSIlAPSP-16
2018 International Swimming Pool and Spa Code -
(ISPsc-Icc)
2007 ANSI/ASME-A112.19.8
201412017 National Electric Code (NEC)
2015 Uniform Swimming Pool, Spa, Hot tub Code (IAPMO)
The overall pool dimensions, depths and capacities are shown in Table
1 and Table 4. 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 2, Table 3, and Table 4 can be placed up
to 19-112 inches (49.5mm) above ground. These pools and spas may
be placed with or without 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 UV -inhibiting 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 Latham Pools or
its dealers for instructions.
A permanent label must be installed adjacent to the above sign
indicating the Latham Pools dealer's name, address and telephone
number.
Installation Procedure:
Latham 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 uncontrollable 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 spa.
3. The existence of any soil types with an angle of repose that will
not support the walls of the excavation at desired slopes.
4. Danger to adjacent structures posed by the proposed pool or
spa location.
5. The existence of any cracks or openings in soil that would not
confine sand or fn" clean gravel bedding.
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 completed.
The pool or spa excavation profile must coincide with the contours of
the pool. The over excavation is minimum 6 inches (152mm) on the
sides and ends. The over excavation at the pool bottom is minimum 4
inches (102mm). The backfill for the pool or spa bottom is a layer of
3-inch-thick (76mm) bedding sand or vz" clean gravel matching the
pool or spa profile.
This backfill layer is compacted using a manual tamper and water.
The pool or spa is then set into place using a crane, excavator or
manually and be within 1 inch (25mm) of level. Simultaneous water -fill
and backfill operations then commence. The backfill 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 1 through 4:
1. Cantilevered concrete decks are constructed as noted in Figure
1 in all cases.
2. Cantilevered decks are constructed with brick or stone as noted
Figure 2 in all cases.
3. Raised bond beams are constructed as noted in Figure 3 in all
cases.
4. Aboveground installations are constructed as noted in Figure 4
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
Expansive soils:
For installation of pools or spas in expansive soils, the following
additional installation details must be followed subject to code official's
approval:
1. All surfaces adjacent to the pool or spas must be excavated to a
minimum depth of 12 inches (305 mm) beneath the pool bottom and
minimum 6 inches (152 mm) behind the pool walls.
2. Any soft or loose soils exposed by step 1 must be removed until
exposed material is solid. If the soil is still soft and loose, the upper 6
inches (152 mm) of all horizontal excavation surfaces must be scarified
and compacted with mechanical equipment. The compacted surfaces
and the excavated wall surfaces must be maintained in a moist
condition until the first lift of backfill or fill is placed against the surface.
The term compaction implies any method necessary to consolidate the
native and fill materials to keep the pool or structure from settling.
3. The excavated bottom area of the pool or spa must be backfilled
with granular import material to approximately 6 inches (152 mm)
below the bottom of the pool or spa, wetted and compacted.
4. The remaining 6 inches (152 mm) must be backfilled beneath
the pool or spa and outside the pool walls with compacted clean
granular import material. The pool or spa must be filled with water as
backfilling progresses to a level equivalent to that of the backfill. The
backfill must be placed in compacted layers of approximately 6 inches
(152 mm) while a uniform height of backfill is maintained around the
pool or spa.
5. Positive surface drainage away from the perimeter of the pool
and surrounding deck is required and critical to installations in highly
expansive soils. Surface area drains and surface drainage swales or
sub -drains must be placed as needed to prevent ponding or saturation
of the soil around the perimeter and vicinity of the pool to prevent
excessive shrink -swell or volume changes in the soil.
Identification:
Latham pools and spas are identified by the following information
imprinted on the top step of the pool or spa: manufacturer's name
(Latham Pools) and address, pool or spa model designation, a coded
serial number and the evaluation report number (ESR-2014).
The units also bear the label of the quality control agency, Columbia
Research &Testing Corporation (AA-527).
Findings: That the fiberglass one piece swimming pools and spas are
in compliance with the above listed codes as noted in ESR-2014
subject to the following conditions.
1. The construction and pooUspa installation comply with this report
and the manufacturer's instructions.
2. Electrical and plumbing installation comply with the respective
codes in effect at the construction site.
APPROVE D
3.That all pools are installed in accordance with manufacturer's
recommendations.
PLANS MUST B E
4. The pools and spas produced by Latham Pools Northeast, Inc.
ON JOB SITE
176 Latham Drive Industrial Park, Jane Lew, West Virginia; Latham
Pools Central, Inc., 10600 West Interstate 20 East, Midland, Texas;
and Latham Pools, Inc., 121 Crawford Road, Williams,California;
Latham Pools Southeast,40119 Country Road 54E, Zephyrhills, FL are
manufactured under a quality control program with inspections by
City Of Edmonds
Columbia Research &Testing Corporation (AA-527).
Building Department
Install per manufacturers
OBTAIN ELECTRICAL
APPROVED Plans
specifications. Have all
PERMIT FROM
STATE LABOR &
manufacturer INDUSTRIES
documentation on site;
APPROVED BY PLANNING
�����
Sep 10 2021
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
City Of Edmonds
Building Department
Work POOL- IN GROUND
Address 315 DALEY ST
Owner SCHWIND
Approved Date 09� O21
Building Official ����� 00� ����
Permit Number BLD2021-1008
Page 1
.. • -
General Notes/Expansive Soils
Page 2
Tables 13
Page 3
Figures 1-8
Page 4
Pool Models
Page 5
Pool Models
Page 6
Pool tvtodels
Page 7
Pool Models
Page 8
Spa Models &Tanning ledges
Page 9
Altematite Recirculation Systems
Length, width and depth may vary up to 3% -all
dimensions are to outside edge of coping, measured
from parallel lines.
Reviewed by:
Columbia Research &Testing
10140 Start Road, P.O. Box 933
Windsor, CA 95492
IAS and
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James A. � � 9�1i'�a '�� "
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WA Profession��'£tti�i�l�'���ic 28281
Expires 7-11-2022
jamlight@verizon.net
11 Franklin Ln
Kinnelon, NJ 07405
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FIG. 1
TYPICAL CANTILEVER CONCRETE DECK
6"X6'-W1.4XW14
(- 3' MIN. WIRE MESH OR
REBAR NO. 3. ON 2' O.C.
9„ EACH WAY.
SLOPED 1/4'=7'
T— '
12" 6 10"
I _ I
- �� 1/4' GALVANIZED �- FOR CLAY
1 Q CHAIN (ADOBE)
3' THICK COMPACTED SOIL ONLY.
SAND (TYPICAL)
4" MIN. THICK COMPACTED
GRAVEL FOR CLAY
(ADOBE) SOIL ONLY.
SAND OR 1/2" CLEAN GRAVEL
FIBERGLASS
6° I— POOL SHELL
BRICK, FILLED BLOCK, -_ ---
OR POURED CON�CRETE —
I r 'a:
DAAXIMUM �
2 I „ � a •.
FIG. 3
TYPICAL BOND BEAM
CONSTRUCTION
3' MIN.
8„
BACKFILLED DIRT
..;'�� • �•�� ��
�IIT'!I ' �
---------::::: � u ...11.
REBAR NO. 4, ON 2' O.C.
EACH WAV.
I � 3" THICK COMPACTED
1' SAND (TYPICAL)
4' MIN. THICK COMPACTED
GRAVEL FOR CLAY
(ADOBE) SOIL ONLY.
SAND OR 1/2' CLEAN GRAVEL
_I B � I` FIBERGLASS
POOL SHELL
FIG. 4
TYPICAL ABOVE GROUND INSTALLATION
(POOLS 12' WIDE AND UNDER)
MAXIMXX�
19 1/2" OPTIONAL
MOUND DIRT WOOD DECK
AROUND POOL
APPROX. 6'
FIG. 2
CONCRETE DECK
BRICK OR NATURAL
WITH BRICK OR STONE
STONE DECK
6'X6' - W 1.4 X W1.4
WIRE MESH OR
3' MIN.
REBAR NO. 3, ON 2' O.C.
EACH WAY.
6"
12"
�
10„
.
�
I
FOR CLAY
1/4" GALVANIZED
(ADOBE)
1 O"
CHAIN
SOIL ONLY.
3" THICK COMPACTED
SAND (TYPICAL)
4" MIN. THICK COMPACTED
GRAVEL FOR CLAY
(ADOBE) SOIL ONLY.
_I
6"
SAND OR 1/2" CLEAN GRAVEL
� FIBERGLASS
POOL SHELL
FIG. 5
TYPICAL BOND BEAM WITH SPA
POURED CONCRETE CAP, 1O" Min.
BRICK, OR STONE—� ��
BRICK, FILLED BLOCK,
OR POURED CONCRETE
24" Max.
6"X6'-W7.4XWi.b
DECORATIVE STONE, BRICK, WIRE MESH OR
OR TILE REBAR NO. 3, ON 12' O.C.
EACH WAY.
III—IIII 11- -1 I I-- -III I
I �� I=1 I I=1 ! I=1 I I=1 I I=1 I I
3' THICK COMPACTED
' I SAND (TYPICAL)
— 4' MIN. THICK COMPACTED
GRAVEL FOR CLAY
(ADOBE) SOIL ONLY.
6" I- SAND OR }' CLEAN GRAVEL
FIBERGLASS
-12"— POOL SHELL
Lenglh, width and depth may vary up to 3 % -all
dimensions are to outside edge of coping, measured
from parallel lines.
POURED CONCRETE
BRICK, OR S'
OR }' CLEAN GRAVEL AROUND SPA
1' MIN
GREATER THAN
DEPTH OF POOL
RESIDENCE
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POOL �"
ooFiH /.
�'
� FIG.6
��
ANGLE OF REPOSE
(NO INCREASED PRESSURE ON POOL
WALLS FROM ADJACENT STRUCTURE)
BRICK, FILLED BLOCK,
OR POURED CONCRETE
DECORATIVE STONE, BRICK,
OR TILE
PER LOCAL CODES
DECK
Reviewed by:
Columbia Research 8 Tesling
10140 Slarr Road, P.O. Box 933
Windsor, CA 95492
Phone 707-A95-0420
IAS and ICC/ES Approved Tesling Laboratory
Seal:
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Page DEPARTMENT
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- ��
ARUBA-ARU
5,200 Gal. Approx.
29'-8"
14'-7"
3'� 6''8,
BAY ISLE - BHBY
10,000 Gal. Approx.
35'—
�-_
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3' 4'-3"
6'-6" —r
r —r
CANCUN DELUXE- CCX
11,500 gal, approx.
CLAREMONT-V
11,700 Gal. Approx.
30'
14'
t_
Model currently under review and not on the ICC ESR-2014 Report.
3'-6' _ �� 1
�- : 6'
CCORINTHIAN 14 - RT14
8,200 gal. approx.
,
40 --�
15'-10"
LL
3'-6" 3' — rr
�1 1I
ASTORIA - FRX
15,600 Gal. Approx.
C__
7�—��
—�
BERMUDA-AL
7,000 gal. approx.
CARIBBEAN - MR
17,000 gal. approx.
35'
io
„�— �
4'-6 �
AXIOM - CRUJ
11,600 gal. approx.
CAMBRIDGE - LN
18,000 gal. approx.
30'
M
3'-6"
CARMEL-FF
12,000 gal. approx.
25'
20' ;
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Model currently under review and not on the ICC ESR-2014 Report.
� 3, 5„ 3 6" _ 5"
CLEARWATER - SP
3,600 gal. approx.
�40
-
15'-10"
J-
3'-6" I
_ ui,
CCORINTHIAN 16 - RT16
15,400 Gal. Approx.
CORINTHIAN 12 - RT12
5,100 gal. approx.
34'
1i'
L �
3'-6' � �,
T—
CORONADO - BHBI
13,000 Gal. Approx.
6
Barcelona -BAR
18,500 gal. approx.
35'
`O 3'-6"
CANCUN-CC
14,000 gal. approx.
31'
CV
in
3,_7,, i �_ � i
CHESAPEAKE-CP
10,500 gal. approx.
31'--�—
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Ca�e Cod - CA
12. 00 gal approx.
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Aug
30 2021
Page DEPARTMENT
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DELRAY-B
8,100 gal. approx.
3'-6" `�
FORTITUDE - CRSBL
11,300 gal. approx.
GULF COAST - GC
19,600 gal. approx.
26' 9"
12' 1"
5'-6" 3 £
JAVA - JV
6,800 Gal. Approx.
30'
"v
LACUNA - LG 3'-5"
10,000 gal. approx.
—_�
ECLIPSE - CRUM
5,300 gal. approx.
FREEPORT-FP
6,000 gal. approx.
GULF SHORES - GS
15,000 gal. approx.
25'-7"
3'-7"
KEY WEST - BFF
9,000 gal. approx.
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LACUNA DELUXE - LGX
9,000 gal. approx.
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EMPRESS-FR12
7,600 gal. approx.
32'-7"
3'-9"
GEMINI - TGEM 5'-4"
9,000 gal. approx.
24'
CV
5'-4"
3'-9"
HELIOS - THEL
7,500 gal. approx.
38'
16'
I �
� 10 3' 6-
KINGSTON - AP
17,500 Gal. Approx.
LHI\C JC'IVKt - l..0
15,000 gal. approx.
34'
in
-_
��—� -nzi
FIJI - FJI
12,000 gal. approx.
40'-2"
u7
3'-10" �
00
GENESIS - TGEN
20,000 gal. approx.
JAMAICA - LD
3,750 gal. approx.
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Page DEVELOPMENT SERVICES
DEPARTMENT
of 9
File Name: LP- ENG-11 x17 v1 LP Enc1-1117P7-0320-6
Length, width and depth may vary up tc 3 % -all dimensions are to outside edge of coping, measured from parallel lines.
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Latham Pool Products Inc. NOTES
`� DBA Latham Grand, Latham Select
o Viking Pool, Blue Hawaiian Pools, Trilogy Pools
o�� ICC Evaluation Report Number (ESR-2014)
m�j m
a � � Latham, Nix Phone: (800) 833-3800
m
3 � � Jane Lew, WV Phone: (304) 884-6954 Fax: (304) 884-7198
� � � o C Midland, TX Phone: (432) 561-9933 Fax: (432) 561-9934
� � cn Williams, cfi Phone: (530) 473-5319 Fax: (530) 473-5393
� � Zephyrhills, FL Phone: (813) 783-7439 Fax: (813) 783-7214
File Name: LP- ENG-11x17 v1
LP Eng-1117P7-0320-7
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Latham Pool Products Inc.
DBA Latham Grand, Latham Select
Viking Pool, Blue Hawaiian Pools, Trilogy Pools
m ICC Evaluation Report Number (ESR-2014)
Latham, NY Phone: (800) 833-3800
Jane Lew, WV Phone: (304) 884-6954 Fax: (304) 884-7198
C Midland, TX Phone: (432) 561-9933 Fax: (432) 561-9934
Williams, C/� Phone: (530) 473-5319 Fax: (530) 473-5393
Zephyrhills, FL Phone: (813) 783-7439 Fax: (813) 783-7214
NOTES
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2'-11"
MERIDIAN - TMRD
675 gal. approx.
OR OPTION FOR
MERIDIAN SPILLOVER
7 6 7,_6„
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MYSTIC - M PLACID - BOS REGAL - RG ROYAL - RY SHASTA - LRS SUPERIOR - CS
550 Gal. Approx. 475 Gal. Approx. 600 Gal. Approx. 600 Gal. Approx. 420 Gal. Approx. 700 Gal. Approx.
3
6'-1"
6'� 8'-11"
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MYSIC SPILLWAY- MSW PLACID SPILLWAY- BOSSW REGAL SPILLWAY- RGSW ROYAL SPILLWAY- RSW SHASTA SPILLWAY - LRSSW SUPERIOR SPILLWAY- CSSW
550 Gal. Approx. 475 Gal. Approx. 600 Gal. Approx. 600 Gal. Approx. 420 Gal. Approx. 700 Gal. Approx.
I
10" GEMINI TANNING LEDGE - TGEMT
550 gal. approx.
1
10" �
GENESIS/SYNERGY SEMI -CIRCLE TANNING LEDGE - TGENT
575 gal. approx.
15'-6"
7�_6„
L
10°
8'
10'-7"_ -
6'-10"
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HERMOSA - VFTL
200 Gal. Approx.
LARGE PICASSO TANNING LEDGE -TPCLT
560 gal. approx.
RECTANGLE TANNING LEDGE - RTL SEMI CIRCLE TANNING LEDGE - TSCT
400 Gal. Approx. 400 Gal. Approx.
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Installation Note Tanning Ledges: 'Y">�
ADD 2'-0" Min. Compacted gravel or 3/8" Stone
Underneath tanning ledge
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Page CITY OF EDMONDS �
DEVELOPMENT SERVICES
DEPARTMENT
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DEBRIS REMOVAL SYSTEM
SUCTION OUTLETS IN SERIES
2-90°ELBOWS
VENT COVER MAY (OPTIONAL) DEBRIS
BE GUTTER DRAIN, CONTAINMENT
WATER LINE
TO PUMP
(SUDCOT ON OUTLET) ' `SUOO TOH OIUTLET) I CIRCULATION LINE
2'F1 OR LARGER
i%"41 VENT LINE
ATMOSPHERIC VENT PIPE LENGTH
MINIMUM = 16' MAXIMUM = 30' 18' h11N
24" MAX
{0 OR EQUAL TO
CIRCULATION LINE
SWIMMING POOL WITHOUT RECIRCULATION MAIN DRAINS
OUT TO OPTIONAL WATER FEATURES) OR SPA
GENERAL NOTES
srANDARD Nores.
1. THE DEBRIS REMOVAL SYSTEM IS TO BE INSTALLED IN ACCORDANCE YlITH DRAIN MANUFACTURER'S RECOMMENDATIONS.
�. usE 2. SCHEDULE ao PIPE.
2. CONTRACTOR TO INSTALL VACUUM RELIEF BACKUP SYSTEM -
a. Do Nor usE so DECREE ELeows oN sucnoN SIDE.
3. CHECK VALVES MAV BE NEEDED IF EDUIPMENT IS
MORE THAN 1B' ABOVE WATER LINE.
�
3. ALL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED.
<. KEEP vawes wITHw s of rHE PUMP ANDIOR FarER.
4. THE FLOOR DRAIN MEETS THE REQUIREMENTS OF ANSI/ASME A172.19.8-2007 AND DRAIN COVERS MEET THE
YYYI
REQUIREMENTS OF ANSI/ASME A712.19.8-2007 FOR ANTI -HAIR AND BODY ENTRAPMENT AND ANSI/APSPlICC-7 2013 STANDARD.
LI-�J
5. THIS DRAWING WILL SUPPLEMENT CONTRACTOR'S SPECIFICATION DRAWING ON FILE. FOR METHODS AND
MATERIALS OF CONSTRUCTION, REFER TO CONTRACTOR'S ENGINEERED AND SEALED SPECIFICATION DRAWING ON
> ���
FILE WITH THE BUILDING DEPARTMENT.
6. ATTACH PLACARD WHICH STATES ThIAT VENT IS A SWIMMING POOL SAFETY DEVICE AND SHOULD NOT BE TAMPERED WITH.
7. THE MAXIMUM VACUUM WITH ONE SUMP PLUGGED AND TO RELEASE A BODY ENTRAPMENT ON THE OTHER SUMP WILL NOT EXCEED 4.5 INCHES
OF MERCURY IN 3 SECONDS
8. MAXIMUM SUCTION PIPE VELOCITY SIX (6) FPS OR 59 GPM
9. AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC -ALERT SVRS SYSTEM IS AN ALTERNATIVE TO THE OTHER SYSTEMS SHOWN.
N \\ (COVE�SUASMEOA1121 BM}�
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SUCTION OUTlE7 C
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(MAIN DRAINI
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ALL VENT
a O m
PIPING 1Yi'O--
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WILL NOT BE BLOCKED BY DEBRIS.
INSECT INFESTATION. OR
MICR0810LOGICAL CONTAMINATION
SUCTION OUTLET
(MAIN DRAIN)
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2' T
AXIMUM DISTANCE
TO VENT TEE
O 2' 0 CONNECTION = 1'
VENT COVER MAY BE GUTTER \
DRAIN SUCH AS HAYWARD
MODEL SP-1019
2 - 90° ELBOWS
2' MIN
FINISHED GRADE
ALL SUCTION 1Yz'O VENT
PIPING 2'0
�2' 0
NOTES:
ALTERNATIVE SUCTION OUTLETS SYSTEM
MAV INCLUDE i ON THE BOTTOM AND ONE ON
THE VERTICAL WALL OR ONE EACH ON
TWO (2) SEPARATE VERTICAL WALLS
DUAL SUCTION OUTLETS IN PARALLEL WITH OPTIONAL ATMOSPHERIC VENT SYSTEM„,s
LEGEND
FIBER OPTIC LIGHT � T-JOINT
SKIMMER /� 3' MAIN DRAIN
RETURN y 3-WAV VALVE
PLUMBING
SPILLOVER
Reviewed by:
Seal:
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Page CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
of 9