HomeMy WebLinkAbout45760-Z �o�O.yYA
s�FFQL�CpG Town of Southold 10/27/2021
0
�0 ` P.O.Box 1179
x 53095 Main Rd
oy�o� �,aorr Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 42488 Date: 10/27/2021
THIS CERTIFIES that the building IN GROUND POOL
Location of Property: 455 Woodside Ln,Laurel
SCTM#: 473889 Sec/Block/Lot: 127.-9-29
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
1/19/2021 pursuant to which Building Permit No. 45760 dated 2/2/2021
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
accessory in-ground swimming pool fenced to code as applied for.
The certificate is issued to Lacovara,Joseph&Anna
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 45760 10/26/2021
PLUMBERS CERTIFICATION DATED `
th riz d ignature
�SUFfalt ' TOWN OF SOUTHOLD
�o may BUILDING DEPARTMENT
C3 2 TOWN CLERK'S OFFICE
"o • SOUTHOLD, NY
y��l � Sfr
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 45760 Date: 2/2/2021
Permission is hereby granted to:
Lacovara, Joseph &Anna
2701 Beacon Hill Dr
Bellmore, NY 11710
To: construct accessory in-ground swimming pool as applied for.
At premises located at:
455 Woodside Ln, Laurel
SCTM #473889
Sec/Block/Lot# 127.-9-29
Pursuant to application dated 1/19/2021 and approved by the Building Inspector.
To expire on 8/4/2022.
Fees:
SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00
CO- SWIMMING POOL $50.00
Total: $300.00
Budd' -I.aspector-
®��pF SO(/r�®�
Town Hall Annex ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 sean.deviin(cD-town.southold.ny.us
Southold,NY 11971-0959 ® a®
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To* Joseph Lacovara
Address: 455 Woodside Ln city,Laurel sr NY zip: 11948
Building Permit#. 45760 Section: 127 Block: 9 Lot 29
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: PSR Electric License No: 4802ME
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service
Commerical Outdoor X 1st Floor Pool X
New X Renovation 2nd Floor Hot Tub
Addition Survey X Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt Ceding Fixtures Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks 1
Disconnect Switches 4'LED Exit Fixtures 11 Pump 1
Other Equipment: Pump 220GFI, Heater
Notes* " AS BUILT NO VISUAL DEFECTS " Did Not See Bonding - Pool
J�, October 26, 2021
Inspector Signature: cr Date:
S.Devlin-Cert Electrical Compliance Form
IfgeTOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959
Telephone (63 1) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only I f
PERMIT N0. V Building Inspector: JA N 2021
AVV
,.,," oa.�o: A p�.'.k, `,� �„ ht,n Y ,.,d�ua,r A,,,,•eF e,1' � � � ..
Applications and f6rm' must be filled out in;their entirety. Incomplete
applications will,not be accepted.,, Where the Applicant isAnot We�owner,,an,
Owner's Authorization form(Page 2)shall be.completed.
Date: t
OWNERS),OVPROPERTY.
Name: /) - �� '_ _ SCTM #1000_� �.- -" ``I_____
Project Address: Q - — - - - -_ _�--- - -- ---- -_t`_'1
Phone#: Email:
Mailing Address: JA
.CONTACT PERSON: ,
Name: --.43qJJc
Mailing Address:
Phone#: i Email: w_ M
D -a I Ll--]//—,a 0 6)�)V V1DESIGN PROFESSIONAL INFORMATION:,.
Name: �-
MailingAddress:
Phone#:U-7Dj
CONTRACTOR"INFORMATION:
Name:
Mailing Address:
Phone#k?,l
Email- n
a�
tiES�CRIPTION°OF PROPOSED CONSTRUCTION ''
TIN
ew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estirr?Ato Cost of ro
they $ O
Will the lot be re-graded? ❑No Will excess fill be removed from premises ❑Yes
c
u
,' &r ,
","",PROPERTY'l N FORMATION'
Existing use of property: Intended use of property:
Zone or use district in which premises is situated: Are there any covenant nd restrictions with respect to
this property? El oIF YES, PROVIDE A COPY.
-t-h4ck"Box"A dr-Rdadi n"'g' :' The oWnir/cohtra�tbr/dbsigh'profeiiiona'I is't'e''s"Pofisibid for alfaiiinag4lhd storm'Water issues as'provided by
1Ctfa0tef'236'6f the Town Code.,'APPLICATION IS HEREBY MADE to e,Building Department issuance of a,Building Permit purs6anttcith-e Bui ding Zone�,,
Ordinance t Town of Southold,Su olk,,Count k- it
y;NewYdr and other,app ica6le LaWs,`Ordinances ort the uctionofbuildings;
ih
IV It r tlons-or,or removal or demolition as herein,described.,The.a0plicant agrees to comp ymit all applicab e,laws,,ordinanc6s,,building code,,,'
;4, "n
01
Sing regulappns,and,to admit,authorize inspectors,6n premiges,artc!in,building(s),for,necessary d e,,,'
,Tek!e eremar
-f'h'
assA,mis emean purs6an"�,,�Fction,�10.45,,o,�,�,New ork State Penal,Law.,\,,\\,4,.,,�,,�,,,,,,',,,,,,,,,
Application Submitted By(print name): thorized Agent ElOwner
Signature of Applicant: Da
STATE OF NEW YORK)
SS:
COUNTY OF
J�,44ye' ng duly sworn, deposes and says that(s)he is the applicant
�effi
(Name of Individual signLngko�ntract) above named,
(S)he is the
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have,,performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief; and
that the work will be performed in the manner set forth kla%thWAMtion file therewith.
�LN
Sworn efore me this A) PRY V3
t 0
day of CC
2
tary Public
PROPERTY OWNR IZATION
(Where the applicant is not the owner)
�� �,Lee 0 a-� residing at
—do by authorize to apply,on
my beh f to t own of Southold Building Department for approval as described herein.
t
124
r r's Signature Date
s Signature
Print OwAer's Name
2
�aOF SOUTyo �Co—O Y V'Q &-D J t 7) L�l
* �# TOWN OF SOUTHOLD,BUILDING DEPT.
co 765-1802
INSPECTION--, ., -
FOUNDATION
1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ]' FIREPLACE`& CHIMNEY [ ]' FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
14 S
fC
e -'tea/ l 0
/1 jZ110
DATE INSPECTOR
# # TOWN OF SOUTHOLD BUILDING DEPT.
���ou►m?�' 765-1802
., INSPECTION
[ '] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] SULATION/CAULKING
[ ]
FRAMING/STRAPPING [ FINAL PO�
[ ]---FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
( ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
`Rn/ ( z rAll
DATE [OI a ' INSPECTORA#�i-2'
FIELD INSPECTION REPORT DATE COMMENTS,
FOUNDATION(1ST)
f
A
------------------ /
,. FOUNDATION(2ND)
ut �
ROUGH FRAMING& ® y
h PLUMBING
7E, I!D
INSULATION PER N.Y.
STATE ENERGY CODE
fv- IA
4 i
FINAL
s
ADDITIONAL COMMENTS
4: c2
-7� C o
Asx -;4�% m
to
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fdtk BUILDING DEPARTMENT-Electrical Inspector
TOWN OF SOUTHOLD
" Town Hall Annex- 54375 Main Road - PO Box 1179
OLD Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX(631) 765-9502
roger.richertltown.southold.ny.us
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: Date:
Company Name:
Name: r - -
License No.: email: s e
�a
Address: " c b VD Com- N
Phone No.:
JOB SITE INFORMATION: (All Information Required)
Name: /--
Address: ,
Cross Street;
Phone No.: zlzA
Bldg.Permit#: S 7 6 6 email:
Fax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK(Please Print Clearly) v��
Circle All That Apply:
Is job ready for inspection?: YES NO Rough In Final
Do you need a Temp Certificate?: YES/ NO Issued On
Temp Information: (Ali information required)
Service Size 1 Ph 3 Ph Size: A #Meters Old Meter#
New Service - Fire Reconnect-Flood Reconnect-Service Reconnected -Underground-Overhead
#Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
-Additional Information: A) �S
PA�(M:NT DUE WITH APPLICATION ����
00
82-Request for Inspection Fonn.As
11FFp[ M BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
--4 Town Hall Annex - 54375 Main Road - PO Box 1179
R vs
Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
rogerr ,southoldtownny.gov — seandhsoutholdtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All IIfation Required) Date:
Company Name:
Name:
License No.: email:
Phone No: ❑I request an email copy of Certificate of Compliance
Address.:
JOB SITE INFORMATION (All Information Required)
Name:
Address: I'lS a LIV
Cross Street:
Phone No.:
Bldg.Permit#: Lt ,ej`7 Ca ® email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK (Please Print Clearly)
Check All That Apply:
Is job ready for inspection?: DYES ❑NO ❑Rough In ❑Final
Do you need a Temp Certificate?: DYES ONO Issued On
Temp Information: (All information required)
Service Size ❑1 Ph ❑3 Ph Size: A # Meters Old Meter#
❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead
# Underground Laterals 01 02 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N
Additional Information:
PAYMENT DUE WITH APPLICATION
Electrical Inspection Form 2020 xlsx
PERMIT# Address
Switches
Outlets
G F I's
Surface
Sconces
H H's
UC Lts
Fans Fridge HW
Exhaust Oven W/D
Smokes DW Mini
Carbon Micro Generator
Combo Cooktop Transfer
AC AH Hood Service
Amps Have Used
Special:
A�p
Comments
/A 4r 0j 8
[2 A-F", L.,) V� I 07A
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1.Copyright 2021,Alphonse Pesce Jr.,Co.,Inc.Land Surveying,All Rights Reserved.
2.Unauthorized alteration or addition to a survey map bearing a licensed land surveyor's seal is a violation of section 7209,sub-division 2,of the New York State Education Law.
3.Only boundary survey maps with the surveyor's embossed seal are genuine true and correct copies of the surveyor's original work and opinion.
4.Certifications on this boundary survey map signify that the map was prepared in accordance with the current existing Code of Practice for Land Surveys adopted by the New York State Association`of
Professional Land Surveyors,Inc.The certification is limited to persons for whom the boundary survey map is prepared,to the title company,to the governmental agency,and to the lending institution listed on this
boundary survey map.
5.The certifications herein are not transferable.
6.The location of underground improvements or encroachments are not always known and often must be estimated.If any underground improvements or encroachments exist or are shown,the improvements or
encroachments are not covered by this certificate.
7.The offsets or dimensions shown from the foundation to the property lines are for specific purpose and use and therefore are not intended to guide the erection offences,retaining walls,pools,planting areas,
addition to structures and any other construction.
L
W 0 0 D S I D E L A N E
N57026'18"E 204.00'
533.52'
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PEN s�02F
cn 131 13.4 c„ rrrrrrrrr ALF
24,9' i ? 6.1'"' o rrrr � 18•C' EGRESS
12,7' 11.7' J WINDOW 9�
LOT LOT
y 29 30
2.1' _r.=
214' u'j 7.1' SLATE
84.4
4'HIGH WOOD FENCE m �-✓OPEN PORCMp 19.7'
0.3W GATE UJJJJSUJJJ
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2 PAVERSLL uJJJ—uJJJ
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CRUSHED c�
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3' HIGH CHAIN LINK FENCE m N SHED o
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CONC
MON. S5r27248"w
NOTES:
-Non-visible easements,recorded or
unrecorded are not shown.
-Underground foundations or
substructures not visible are not shown.
SURVEY FOR LOCATION:
455 WOODSIDE LANE, LAUREL 1ns� PsSr, Jr.
TOWN OF SOUTHOLD "f
COUNTY OF SUFFOLK, STATE OF NEW YORK Professional Tianb 3uruPjur S ' '0
LOT 29 ON "MAP OF GOLDEN VIEW ESTATES"
N.Y.S.Lic. No.048365 ,
Filed: AUGUST 30 1984 Map Number:7770
DIST.: 1000 SEC.. 127 BLOCK:9 LOT:29 5 CIRCLEDALE LANE
SURVEY DATE: DECEMBER 30,2020 JOB:20-641 HOLBROOK, NEW YORK 11741
=30' 718-486-5408 631-585-5317 ", , LAt�3D>'
oa
R VED AS NOTED
DAT��PP
_ x B.P.# �6
FEE: U r6 BY-
NOTIFY BUILDING DEPARTMENT AT - RETAIN STORM WATER RUNOFF
765-1802 8A TO 4 PM FOR THE PURSUANT TO CHAPTER 236
FOLLOWING INSPECTIONS: OF THE TOWN CODE.
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL - CONSTRI!CT'{)N MUST
BE COMPLETE �, F ,J.
ALL CONSTRUCTION SriALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR ELECTRICAL
DESIGN OR CONSTRUCTION ERRORS. 4INSPEC'TION REQUIRED
COMPLY WITH ALL CODES OF
NEW YORK STATE & TOWN CODES
AS REQUIRED AND CONDITIONS OF
S91H91.�1I0WNZBA
SOI,'�i � , N-P64NNI�IC�ARD
-SOUTROt5fi6WRUSTEES
911UHMEPU4 I ELY®a
ENCLOSE POOL TO CODE
.'-`,LIPON COMPLETION
SFORE"WATER"
t �y ^x
OCCUPANCY OR
USE IS UNLAWFUL
WITHOUT CERTIFICATI
OF OCCUPANCY
6 04
General Nates
P.- General sides and ends.The over excavation at the pool bottom is minimum 4 2. Electrical and plumbing installation comply with the respective
The swimming pools and spas consist of one-piece fiberglass Inches(102mm).The backfill for the pool or spa bottom is a layer of codes in effect at the construction site.
construction shop-formed over a mold.The material is fiberglass 3-inch-thick(76mm)bedding sand or 1/2"clean gravel matching the 3.That all pools are Installed in accordance with manufacturer's N
o> reinforced plastic(FRP),a minimum of 1/4 inch(6.4 mm)thick, pool or spa profile. recommendations. CD
iii composed of Isophtallc resin,vinyl ester resin,and fiberglass.The This backfill layer is compacted using a manual tamper and water. 4. The pools and spas produced by Latham Pools Northeast,Inc.
surface finish is a neo pentyl glycol gel coat.Latham Pools produces The pool or spa is then set into place using a crane,excavator or 176 Latham Drive Industrial Park;Jane Lew,West Virginia,Latham Q
various styles of swimming pools and spas When installed in manually and be within 1 inch(25mm)of level.Simultaneous water-fill Pools Central,Inc.,10600 West Interstate 20 East,Midland,Texas;
accordance to Latham Pools installation procedures,the pools and and backfill operations then commence.The backfill is compacted with and Latham Pools,Inc,121 Crawford Road,Williams,California', c
spas comply with applicable requirements of the following codes- a tamper and water.The installer must ensure that the backfill level Latham Pools Southeast,40119 Country Road 54E,Zephyrhills,FL are
2015/2018 International BuildingCode® IBC and water level area approximately the same throughout this procedure manufactured under a quality control program with inspections b o0
(IBC) PP Y 9 P q h/ . P 9 P Y E
2018 International Residential Code(IRC) After completion of the backfill and plumbing,the decking is placed Columbia Research&Testing Corporation(AA-527).
1997 Uniform Building Code(UBC) Decks are prepared as indicated in Figures 1 through 4• Z 0 ^"
BOCA@ National Building Code/2003(BNBC) 1. Cantilevered concrete decks are constructed as noted in Figure j U +
2018 International Plumbing Code®(IPC) 1 In all cases. N A Z
2012/2015 IAPMO Uniform Plumbing Code(IAPMO UPC) 2. Cantilevered decks are constructed with brick or stone as noted a a
2012 ANSI/APSP/ICC-5 Residential Inground Swimming Pools Figure 2 in all cases. IL ,'� 0
2014 ANSI/APSP/ICC-3 Permanently Installed Residential Spas 3. Raised bond beams are constructed as noted in Figure 3 in all W
and Swim Spas cases. 4?
2013 ANSI/APSP/ICC-7 Suction entrapment Avoidance 4. Aboveground installations are constructed as noted in Figure 4 0 rjj Qi
2011 ANSI/APSP-16 in all cases. ~' a
2018 International Swimming Pool and Spa Code- Barriers are required where pools are on premises of UBC Group R,
(ISPSC-ICC) Division 3,Occupancies or IBC Group R Occupancies.The barriers
2007 ANSI/ASME-A112 19.8 must comply with Appendix Chapter 4,Division 1,of the UBC or i
2014/2017 National Electric Code(NEC) Section 3109.4 of the IBC
2015 Uniform Swimming Pool,Spa,Hot tub Code(IAPMO) SELECT OCEAN BREEZE p ■
Expansive soils. with auto pool cover ♦ , N
The overall pool dimensions,depths and capacities are shown in Table For installation of pools or spas in expansive soils,the following U A.-A Q
1 and Table 4.The units comply with ANSI/NSPI=5,specified in additional installation details must be followed subject to code official's - See page 2 for specsV O
Section AGI 03 1 of the IRC,and IAPMO IGC-200W,specified in the approval: r'
UPC. ANSI/NSPI-TYPE 0 POOL NON DIVING
Models described in Table 2,Table 3,and Table 4 can be placed up 1. All surfaces adjacent to the pool or spas must be excavated to a '�^ N
to 19-1/2 inches(49.5mm)above ground.These pools and spas may minimum depth of 12 inches(305 mm)beneath the pool bottom and POOL COMPLIES TO NSPI-5 ff _, v, Q ° v rn N
be placed with or without concrete or wood decking.Unless elevated minimum 6 Inches(152 mm)behind the pool walls. - I c L o in M
portions of the units are protected from sunlight by soil berms,decking, 2. Any soft or loose sodINTERNATIONAL RESIDENTIAL CODE 2018 s exposed by step 1 must be removed until U C w Aetc.,these portions must be coated with a UV-inhibitirig opaque paint exposed material is soled.If the soil is still soft and loose,the upper 6 INTERNATIONAL SWIMMING POOL&SPA CODE -2018 I (6 Co U v
that is compatible with the laminate inches(152 mm)of all horizontal excavation surfaces must be scanfied N L c, o n
CODE COMPLIANCE -� N m v
All plumbing must comply with the IPC or UPC.Electrical work must and compacted with mechanical equipment.The compacted surfaces Q �, m
comply with the code in effect at the construction site The pool and and the excavated wall surfacesmust be maintained In a moist 2020 RESIDENTIAL CODE OF NEW YORK STATE—including Sec 8326 � Q E cm '� ,i "
spa must remain full of water at all times.A permanent sign,bearing condition until the first lift of backfill or fill is placed against the surface O J M 3 rn -
the followingstatement,must be attached to the pumping equipment: The term compaction implies an method necessary to consolidate the ELECTRICAL&PLUMBING O 0 m v
P P 9P P Y rY C Z S 4 rn � '-
Notice-The pool or spa is designed to remain full of water at all times. native and fill materials to keep the pool or structure from settling. CU m °' m co
The pool shell may be damaged if the water level is allowed to drop 3. The excavated bottom area of the pool or spa must be backfilled THE CONSTRUCTION AND INSTALLATION OF ELECTRIC WIRING,GROUNDING o v c i
below the skimmer When appreciable draw-down is noticed or if It with granular Import material to approximately 6 inches(152 mm) AND BONDING,AND EQUIPMENT ARE SUBJECT TO THE STATE CODE AND (6 Q O ii c n m m
becomes necessary to drain the pool or spa,contact Latham Pools or below the bottom of the pool or spa,wetted and compacted. TO THE CURRENT NATIONAL ELECTRIC CODE REQUIREMENTS NEC 2017 �- CU O">_ 2 9
its dealers for instructions. 4. The remaining 6 inches(152 mm)must be backfilled beneath ALL PLUMBING MUST COMPLY WITH THE CURRENT ADOPTED STATE CODE. ` O Q N z o c `o
A permanent label must be installed adjacent to the above sign the pool or spa and outside the pool walls with compacted clean v = E a. L L a.
indicating the Latham Pools dealers name,address and telephone granular import material.The pool or spa must be filled with water as O C N C s X .
number. backfilling progresses to a level equivalent to that of the backfill.The n C O_ c"�o X U
backfill must be placed in compacted layers of approximately 6 inches + Reviewed by: 1••� m .1--a J ? -o y U)
Installation Procedure (152 mm)while a uniform height of backfill is maintained around the CU CD E `
Latham pools and spas may be Installed without a soil investigation by pool or Spa. Columbia Research 8 Testing a--i -� N �,
10140 Starr Road,P.O Box 933 Q C = n
a registered design professional(RDP),subject to the building official's 5. Positive surface drainage away from the perimeter of the pool Windsor,CA 9x492 Q m a�
approval,provided none of the following conditions are encountered at and surrounding deck is required and critical to installations in highly Phone 707-495-0420 —� W ' N
the site, expansive soils.Surface area drains and surface drainage swales or IAS and ICC/ES Approved Testing Laboratory
1. The existence of uncontrollable groundwater within the depth of sub-drains must be placed as needed to prevent ponding or saturation (�
the pool or spa excavation. of the soil around the perimeter and vicinity of the pool to prevent ,}j C (�
2. The existence of an uncompacted fill in contact with any portion excessive shrink-swell or volume changes in the soil. ,�(G O� NEW y Q
of the pool or spa. Table �'' ��A AA q �i� C
3. The existence of any soil types with an angle of repose that will Identification:
not support the walls of the excavation at desired slopes. Latham pools and spas are identified by the following information Page 1 General Notes/Expans'ne s 1-3
4. Danger to adjacent structures posed b the proposed pool or imprinted on the to step of the pool or a:manufacturers name Page 2 Tables 1-3JK
9 1 P Y P P P P P P P P Pa 3 Figures 1-8 a
spa location (Latham Pools)and address,pool or spa model designation,a coded r- A Gas; I=
Page 4 Pool Models
,> 5. The existence of any cracks or openings in sod that would not serial number and the evaluation report number(ESR-2014) 0
Page 5 Pool Models l jj/
X confine sand or 1/2"clean gravel bedding. The units also bear the label of the quality control agency,Columbia fn t i Page
Research&Testing Corporation(AA-527). Page 6 Pool Models
CD
If any of the conditions above is encountered,excavation must cease Page 7 Pool Models
W immediately.The specified conditions at the site must then be reviewed Findings. That the fiberglass one piece swimming pools and spas are Page 8 Spa Models&Tanning Ledges 56461
IL and recommendations made by the RDP.The building official must in compliance with the above listed codes as noted in ESR-2014 Pam 9 Altematiue Recirculation Systems OFESSIONP
approve the RDP's report before work is completed. subject to the following conditions.
The pool or spa excavation profile must coincide with the contours of 1. The construction and pool/spa installation comply with this report Janles A. Marx,Jr.
iiiLength,width and depth may vary up to 3%-all
's Instructions. dimensions are to outside edge of coping,measured NY Professional Engineer Lie. 56467 Of
E the pool.The over excavation is minimum 6 inches(152mm)on the and the manufacturer
Z from parallel lines.
N
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it
N
CD
CS1
TABLE 1-
POOLS
O
CL POOL CODE SIZE DEPTHS GALLONS SQUARE PAGE
•..
r OW, r ••
C Aruba ARU 11'x22' 3'-6",5' ••5,200 177 Page TypeO TABLE 2- POOLS
C: _
a ;Astoha_-.,_
J -
Axiom N CRU) 116'x 35' 4'-6",6'-6" 11,600 395 Page 4 Type 0 ABOVE 6ROUND INSTALLATION
BlfR a S6`7[ 8` -� 3� ` _ _ 8 �l� 00 e= 1 •■ a
(I)
Bay Isle BHBY 14'-6"x 29'-10" 3,6'-6" 10,000 318 Page 4 Type 0 ARU LD W
serm�ra a 1z -G ,-�»�= _ fir_,Q - _ ~
_ - ; age} _ � = r -r- O
Cambridge_ LN_ 16x 36' 3'-6",7' 18,000 451 Page 4 Type CP BFF Z
Cancan CC01_Ki ikifflr � '=f�G' �14b(10 .337 YwPage- _ f1�Pe_ cam: 2
Cancun Deluxe CCX 16'x 35' 4'-3",6'-6" 11,500 381 Page 4' Type 0 SP� f r TK
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CRUM TPIC
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Chesapeake CP 1Y x 31' T-7",5' 10,500 292 ~Page 4 l Type "' CE5B'
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Clearwater SP �10'-1r x 20' 3'-5",5' 3,600 165 r Page 4 Type 0
rith�an 12 =RT1i� 12�rXM `I=-3`=5';3_=5 2 5; 354 _ a�4 Type
Corinthian 14 RT14 14'x 30' 3'-6",6' _ 8,200 365 Page 4 Type 0
15WOR iarni5 Rum - s' c 4a 3 6 _ e _ TABLE 3- SPAS _
Coronado = BHBI x 15',x 34' 3'-6",6'-6" M 13,000 _ 410 Page 4 _ Type / �• U)
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Eclipse CRUM i 12'x 26' 4'x 5' 5,300 J 214 Page 5 Type 0 WIDTH • r • C O r
- - - _ _ _ 3: - - _ - _ __
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M Meridian With SPILLWAY'.````"'' TMRD 2: 7'-9"x7`-9" a 2=11"--s - 'l ' 675 ° »51 =f'Pa e
Fiji ,FJI 115'x 34' 3'-6",6' 12,000 375 Page 5 Type Mystic M 9'8"x 9'-8" 3' 4" 550 64 Page 8 (� CV
Eortitutle, y ERS9L;- 1430' ux =6"G"= 9 = 11 #'F .363 P e5-_ 2 '_ Mystic Spillover MSW_ 9'-8"is 10'-5' 3'=4" 550 64 _ -Pa`e ��--� — m o
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Freeport FP 112'x 25'-1" 3'-7",5'-5" 6,000 213 Page 5 Type 0 Placid BOS B'-1"x V-1" 3' 475 45 Page 8 U E W �' C; Co
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Gulf Shore GS 15'-7"x 34'-8" 3'-7",5'-10" 15,000 423 Page 5 Type 0 m
Royal RY 9'-8"x 7'-8" 3'-4" 600 63 Page 8 ® J °D ' rn °i
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, _ _ " g; _ 5 Superior CS 8' 1"x 12' 1" 3' 700 73 Page 8 L } c C
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200 50 Page 8 .� � � E L
Hermosa VFTL 6'-10"x 10'-7" 10" @
Malibu CRUD 12'x 26' 3'x 4'-7" 4,400 209 Page 6' Type =; en
a La q e Picasso Tannin Ledge TPCLT 8'-8"z 15'--10' 10" 300 90 Pae (U O F _
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- Ocean Breeze OB 16'x 40' 3'-6",5'-8" 18,900 585 Page 6 Type 01 >
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EL Sunset Bay - BHSY 114'x 32' 3'-4" V-5" 10,00.0 365 Page 7 Type 0 Z
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Length,width and depth may vary up to 3% all
NFIG 2 dimensions are to outside edge of coping,measured
M FIG .1 from parallel lines. 1'MIN
d TYPICAL CANTILEVER CONCRETE DECK CONCRETE DECK GREATER THAN
6"x6"-W14XW14 BRICKORNATURAL WITH BRICK OR STONE DEPTH OF POOL
3'MIN WIRE MESH OR STONE DECK 6"X6'-W1 4 X W1 4
REBAR NO 3,ON TOC WIRE MESH OR
c 9" EACH WAY 3'MIN. REBAR NO 3,ON 2'0 C
D_Uj SLOPED 114"=1' SLO ED 114"=1' EACH WAY RESIDENCE
10
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10Y.F
114"GALVANIZED FOR CLAY • FOR CLAY .r Z
10'.. CHAIN 1/4"GALVANIZED
(ADOBE) (ADOBE)
3"THICK COMPACTED SOIL ONLY. 10" CHAIN SOIL ONLY
SAND(TYPICAL) 3"THICK COMPACTED OOOL ,
4"MIN THICK COMPACTED SAND(TYPICAL)GRAVEL FOR CLAY 4"MIN THICK COMPACTED
(ADOBE)SOIL ONLY GRAVEL FOR CLAY /
SAND OR 1/2"CLEAN GRAVEL (ADOBE)SOIL ONLY
FIBERGLASS I SAND OR 1/2"CLEAN GRAVEL
6" POOL SHELL —! 6" I— FIBERGLASS
POOL SHELL FIG. 6
/ ANGLE OF REPOSE
FIG.3 (NO INCREASED PRESSURE ON POOL
TYPICAL BOND BEAM WALLS FROM ADJACENT STRUCTURE)
CONSTRUCTION FIG 5
BRICK,FILLED BLOCK, T MIN TYPICAL BOND BEAM WITH SPA
OR POURED CONCRETE 6"
BACKFILLED DIRT POURED RRIIC,OR
STONE CA C: 0
/1
POURED CONCRETE CAP, 1O"Min. /V�
BRICK,OR STONE BRICK,FILLED BLOCK, _W a
REBAR NO 4,ON 2'O C. OR POURED CONCRETE C 1
MAXIMUM EACH WAY BRICK,FILLED BLOCK, `1
24" • OR POURED CONCRETE DECORATIVE STONE,BRICK, U) U) O IV m
a• 24"Max OR TILE IF- vJ r
DECORATIVE STONE,BRICK, 6"X6'-W1 4 X W1 4 "L COrn
WIRE MESH OR CONTINUED DECK V E W ' rn X
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4'MIN THICK COMPACTED I I- —_III I=1 I=1 i O` z m cG rn .
GRAVEL FOR CLAY �- =1 FOOTER PER LOCAL CODES '� C ` 00 CO Co
(ADOBE)SOILONLY I -11 I=11—I I- =�—
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SAND OR 1/2"CLEAN GRAVEL I 3' •y
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FIBERGLASS GRAVEL FOR CLAY N W Z. c y ai c
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10140 Starr Road, Box 933 Windsor,CA 955 0 CL
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Installation Note Tanning Ledges: OFESSI P 9
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a 10"i Underneath tanning ledge f l
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SWIMMING POOL WITHOUT RECIRCULATION MAIN DRAINS
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FILTER
ATMOSPHERIC VENT PIPE LENGTH
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' CIRCULATION LINE `�
OUT TO OPTIONAL WATER FEATURE(S)OR SPA V ♦J 0
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GENERAL NOTES
STANDARD NOTES `
1.THE DEBRIS REMOVAL SYSTEM IS TO BE INSTALLED IN ACCORDANCE WITH DRAIN MANUFACTURER'S RECOMMENDATIONS 1.USE 2"SCHEDULE 40 PIPE LEGEND //I� 'A N
2 CONTRACTOR TO INSTALL VACUUM RELIEF BACKUP SYSTEM - 2 DO NOT USE 90 DEGREE ELBOWS ON SUCTION SIDE. V, v, O d
3 CHECK VALVES MAY BE NEEDED IF EQUIPMENT IS
ABOVE WATER
3.ALL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. 4 KEOERP VALVEHANSSWWITHIN OFTHE PIUMP AND/OR FILTER � FIBER OPTIC LIGHT �'1 TJOINT L W r
4.THE FLOOR DRAIN MEETS THE REQUIREMENTS OF ANSI/ASME Al 12 19 6-2007 AND DRAIN COVERS MEET THEESKIMMER 3'MAIN DRAIN U W Cp m A
REQUIREMENTS OF ANSUASME Al 12 19 8-2007 FOR ANTI-HAIR AND BODY ENTRAPMENT AND ANSI/APSP/ICG7 2013 STANDARD. cu _ ED G K
5 THIS DRAWING WILL SUPPLEMENT CONTRACTOR'S SPECIFICATION DRAWING ON FILE FOR METHODS AND TERLS OF CONSTRUCTION.REFERRETURN {� 3-WAY VALVE V) L o o LO o
FILE WITH THE BUILDING DEPARTMENT.TO CONTRACTOR'S ENGINEERED AND SEALED SPECIFICATION DRAWING ON �\\\ -� C)aC, v
6 ATTACH PLACARD WHICH STATES THAT VENT IS A SWIMMING POOL SAFETY DEVICE AND SHOULD NOT BE TAMPERED WITH. JJJ PLUMBING mo cu 0
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7.THE MAXIMUM VACUUM WITH ONE SUMP PLUGGED AND TO RELEASE A BODY ENTRAPMENT ON THE OTHER SUMP WILL NOT EXCEED 4.5 INCHES SPILLOVER ^^ U- U'
OF MERCURY IN 3 SECONDS O I.L. ro LL L-L rn
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