HomeMy WebLinkAbout43910-Z _ J
�o�OgUF of d C Town of Southold 8/10/2020
. P.O.Box 1179
53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 41337 Date: 8/10/2020
THIS CERTIFIES that the building IN GROUND POOL
Location of Property: 1675 Pequash Ave, Cutchogue
SCTM#: 473889 Sec/Block/Lot: 103.-7-16
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
6/21/2019 pursuant to which Building Permit No. 43910 dated 6/27/2019
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 Sena,Amanda&Ayzenberg,Ilya
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 43910 7/22/2020
PLUMBERS CERTIFICATION DATED
A 0 e Si ature
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
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#: 43910 Date: 6/27/2019
Permission is hereby granted to:
Sena, Amanda
97-10 69th Ave
Forest Hills, NY 11375
To: construct an in-ground swimming pool as applied for.
At premises located at:
1675 Pequash Ave, Cutchogue
SCTM # 473889
Sec/Block/Lot# 101-7-16
Pursuant to application dated 6/21/2019 and approved by the Building Inspector.
To expire on 12/2612020.
Fees:
SWIA4MING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00
CO - SWIMMING POOL $50.00
Total: $300.00
uilding Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new'use:
1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation fi-om Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing"land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00;
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy- $.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00
Date.
New Construction: Old or Pre-existing Building: (check one),/
Location of Property: -]� U CLP"a
vie-
House No. IStreet Hamlet
Owner or Owners of Property: � Lkjj2j 17-211 6 rTl_ Moj 0,
Suffolk County Tax Map No 1000, Section Qj Block 0'7 Lot
Subdivision (� Filed Map. Lot:
Permit No. b Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval: 1/
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ �j V
G
Applicant Signature
Building Deyartment Application
AUTHORIZATION
(Where the Applicant is not the Owner)
I, Ilya Ayzenberg &Amanda Sena residing at 1675 Pequash Ave,Cutchogue,NY 11935
(Print property owner's name) ,(Mailing Address)
do hereby authorize North Fork Pool Care
(Agent)
to apply on my behalf to the
Southold Building Department.
l
June 20,2019
(Owner's Signature) (Date)
Ilya Ayzenberg&Amanda Sena
(Print Owner's Name)
qf so
Town Hall Annex ® Telephone(631)765-1802
54375 Main Road dk Fax(631)765-9502
P.O.Box 1179 sean.devlin(a-town.southold.ny.us
Southold,NY 11971-0959
COMM
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Amanda Sena
Address: 1675 Pequash Ave city,Cutchogue state NY zip: 11935
Building Permit* 43910 Section: 103 Block. 7 Lot. 16
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: JES Electrical Contracting License No: 4483ME
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 Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 1 Ceiling 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 Pump 1
Other Equipment. Pump on 220GFI Breaker, Salt Generator on 120GFI Breaker, Intermatic Pool Panel
Notes: Pool
Inspector Signature: v` Date: July 22, 2020
S Devlin-Cert Electrical Compliance Form.xls
#�qv soaryo# l d Ave,
OWN OF SOUTHOLD BUILDING DEPT.
��ou►m � 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [. ] INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] .ELECTRICAL (ROUGH) ELECTRICAL (FINAL) PO4V
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
-i �L'ar ale
La Os�\,P- vou JJ'2 1� Upk
or
_ We
ak enoo
/ Q /
DATE INSPECTOR .�—
ho�aOF SOUIyo� r ® J 1&7.57 0 o J�l Ave
* TOWN OF SOUTHOLD BUILDING DEP .
765-1802
.INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE-& CHIMNEY [ ] -FIRE SAFETY INSPECTION -
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ (`]" PRE C/O
REMARKS:
DATE �i �LO� INSPECTOR
472910 ho�aOF 50UT�o�o
# TOWN OF SOUTHOLD BUILDING DEPT.
°`y ou►m �� 765-1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [rSLATIONICAULKING
U
FRAMING/STRAPPING [ NAL Art_�
[ ]=FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
nw4, xve
DATE INSPECTOR
� 1
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION (1ST)
---------------------------------•-
'FOUNDATION (2ND) ci
� o
C�?
ROUGH FRAMING&
d
PLUMBING A
INSULATION PER N.Y-.
STATE ENERGY CODE
cw Dn
MAL
ADDITIONAL C0 lMENTS
�-► Upq 14
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631)765-1802 / Planning Board approval
FAX: (631)765-9502 /� Survey
Southoldtownny.gov PERMIT NO. [[[ Check
Septic Form
p N.Y.S.D.E.C.
Trustees
% C.O.Application
Flood Permit
Examinedjf 120 Single&Separate
Truss Identification Form
Storm-Water Assessment Form
`Z (� Contact:
Approved { ,20 Mail to:. r
Disapproved a�c .• _ ��!9� ria
` Phone:
Expiration ,20 % _I
�'`–� uilding Inspecto'^
JUN 2 1 2019 APPLICATION FOR BUILDING PERMIT
Date 20
p .j)al G DEP'1'� INSTRUCTIONS
O WN OF SOITROLD
a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans,accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
c.The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied'6r used in whole or in part for any purpo§e what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months.Thereafter,a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or
Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The
applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
r --K
(Signature of app icant or name,if a corporation)
CI�MD a►Y3 9A 140 �
(Mailing address of applicant)
State whether applicant is owner, ssee,4gent,architect, engineer, general contractor, electrician,plumber or builder
C
Name of owner of premises V',[? ; 1--6 41.1t�G LIG
OAs on the tax ll or latest deed)
If applicant is a corporation,signature o duly autho 'zed officer
f(+0+- -
%TName and title of corporate o icer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No. (–. 14
1. Location of land on wh' h propose work will be done:
House Number —street Hamlet
County Tax Map No. 1000 Section 10 Block 0 Lot /
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy
b. Intended use and occupancy
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories~
Dimensions of same structure with alterations or additions:-F*t Rear
Depth Height-. Number of•Stodes
8. Dimensions of entire ew construction:Front ,Rear Depth
Height Number of Stories j
9. Size of lot: Front -7
_--d�.Reare + Depth jq y
10.Date of Purchase Name of Former Owner
11.Zone or use district in which premises are situated t'51rjo- 04x 1
12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO
13. Will lot be re-graded? YES NO / Will excess fill be removed from premises?YES NO _
qjy A k7-4
14.Names of Owner of premises r ><.tn d gJt/pi Addresslin - Phone No.
Name of Architect Address —U Phone No
Name of Coritractorioar c Address LMb Not 4 M Phone No. &s aq q U
15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V
*IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED.>
b.Is this property within 300 feet of a tidal wetland? * YES NO_Z"
*IF YES,D.E.C.PERMITS MAY BE REQUIRED.
16. Provide survey,to scale,with accurate foundation plan and distances to property lines.
17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO_v_
* IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
S:
COUNTY OF
Jasg'i being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named, _
(S)He is the h jnj-tp , fAf) Py)(. C e 1r, P#-�rs/de�-1�
(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 knowledge and belief,and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn tobeforeme this
day of 20 /q
otary ublicSi atur pplicant
TRACEY L. DWY
NOTARY PUBLIC,STATE OF NEW YORK
NO.01 DW6306900
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,
Scott A. Russell t0Z1,0IrN St0�]C�.I��1 WA TIE]k
SUPERVISOR MANAGEMENT
�T
�T
SOUTHOLD TOWN HALL-P.O.Box 1179 v'
53095 Main Road-SOUTHOLD,NEW YORK 11971 '7C'Town of Southold
Ol
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY OF THE FOLI.OWINQ
Yes No (CHECK ALL THAT APPLY)
A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑[v*B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑[t�C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑ff D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑001. Site preparation within the one-hundred-year-f loodplain as depicted
on FIRM Map of any watercourse.
❑Ot. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.,
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #' 1000 Date:
District
NAME: 0
NAME:
we oSection Block Lot
FOR BUILDING DEPARTMENT USE ONLY****
Contact Information: �� L!zq
Reviewed By:
— — — — — — — — — — — — — — — —
Date.
Property Address/Location of Construction Work: — — D
— — — — — — a — — — — — — — —
P, Approved for processing Building Permit.
nl l a�sffh P(12 Stormwater Management Control Plan Not Required.
le )Q y q3j Stormwater Management Control Plan is Required.
(Forward to Engineering Department for Review.)
FORM # SMCP-TOS MAY 2014
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Town Hall Annex at Telephone'(631)7654802
54375 Main Road 9 Q2 `
P.O.Box 1179 G e roaer.rictlert�fown souhr- old nv us i
Southold,MY 11971-0959 �� I
BUILDING DEPARTMENT
TOWN OF SOUTHOI.D
APPLICATION FOR ELECTRICAL INSPECTION i
REQUESTED BY- J� -�{^ ���G- COA ' Date:
Company Name: 7�S �. ( ��� � )o
Name:
License No.:
Address: ZG 9 Pede— Gala t yJ—lo fs?.✓.n�sAj y
Phone No.: 3 --7-:7- - ZL i O
JOBSITE INFORMATION: (*Indicates required information)
'Name: �G�I �.�-/iGI �' �( ct A zenloz 1
*Address: / ZS � � -6 A UQ
*Cross Street: kly
*Phone No.: 3 t ZQ'�"6- -Eco I LA
Permit No.: Wo
Tax-Map District: 1000 Section: d3. Block: Lot: - /4
*BRIEF DESCRIPTION OF WORK(Please Print Clearly) ;
LZ
(Please Circle All That Apply)
Is Job ready for inspection: YES / NO Rough In Final
*Do•you need a Temp Certificate: YES/ NO
Temp Information (if needed)
*SerVlce Size: 3Phase 100 150 200 300 350 400 Other
*New Service: Re-connect. Underground Number of Meters Change of Service Overhead
Additional Information: PAYMENT CLUE WITH APPLICATION
K '
82-Request for inspection Form 't$�LZ®
Sa���y
{ oma r/a ilc
�ane(
SURVEY OF
LOT 4
MAP OF
BIG GREEN ACRES
FILE No.3787 FILED:JULY 12, 1972
SITUATED AT
CUTCHOGUE
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000-103-07-16
SCALE 1"=20'
AUGUST 22, 2000
OCTOBER 7,2004 REMOVED HOT TUB&RELOCATED LP TANKS
DECEMBER 14, 2012 UPDATE SURVEY
SEPTEMBER 22, 2014 UPDATE SURVEY
SEPTEMBER 21 2016 UPDATE SURVEY
DECEMBER 17, 2016 CORRECT DECK STEPS
\& 110s MAY 7, 2017 AS-BUILT SURVEY FOR NEW STEPS
\ cl• AREA= 40,000.00 eq.ft.
CERTLFMD TO.
•� DOROTHY J.CHARNEWS
G 4 FREDERICK J. CHARNEWS
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General Notes
a General sides and ends.The over excavation at the pool bottom is minimum 4 2.Electrical and plumbing installation comply with the respective
jThe 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 U)
T reinforced plastic(FRP),a minimum of 1/4 Inch(6 4 mm)thick, pool or spa profile recommendations N
0' composed of isophtalic 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 Viking Pools Northeast,Inc 176 _0
asurface finish Is a neo pentyl glycol gel coat Viking Pools produces The pool or spa is then set into place using a crane,excavator or Viking Drive Industrial Park,Jane Lew,West Virginia;Vlking Pools Q
> various styles of swimming pools and spas.When Installed in manually and be within 1 inch(25mm)of level Simultaneous waterfill Central,Inc.,10600 West Interstate 20 East,Midland,Texas;and
accordance to Viking Pools installation procedures,the pools and spas and backfill operations then commence.The backfill is compacted with Viking Pools,Inc.,121 Crawford Road,Williams,California;Viking n
;pas comply with applicable requirements of the following codes a tamper and water The installer must ensure that the backfill level Pools Southeast,40119 Country Road 54E,Zephyrhills,FL are OCRANU
2015/2018 International Building Code®(IBC) and water level are approximately the same throughout this procedure. manufactured under a quality control program with inspections by a)
2018 International Residential Code(IRC) After completion of the backfill and plumbing,the decking is placed. Columbia Research&Testing Corporation(AA-527) USE8 �� �� E
1997 Uniform Building Code(UBG) Decks are prepared as indicated in Figures 1 through 4. Z
BOCA@ National Building Code/2003(BNBC) 1.Cantilevered concrete decks are constructed as noted in Figure 1 in I{ � �� ����
2018 International Plumbing Code®(IPC) all cases
C TE
2012/2015 IAPMO Uniform Plumbing Code(IAPMO UPC) 2.Cantilevered decks are constructed with brick or stone as noted O
2012 ANSI/APSP/ICC-5 Residential Inground Swimming Pools Figure 2 in all cases. P S� q� 3' a f OF OCCUPANCY D- U
2014 ANSI/APSP/ICC-3 Permanently Installed Residential Spas 3 Raised bond beams are constructed as noted in Figure 3 In all - a a a I co
and Swim Spas cases. N
2013 ANSI/APSP/ICC-7 Suction entrapment Avoidance 4 Aboveground installations are constructed as noted in Figure 4 In all r �� B P.t'x ��`� p co
2011 ANSI/APSP-16 cases. _ C)
2018 International Swimming Pool and Spa Code- Barriers are required where pools are on premises of UBC Group R, Pv. �"����� ���� ��� ��®� ®�
(ISPSC-ICC) Division 3,Occupancies or IBC Group R Occupancies The barriers '-)TIt 'Y' (S a! ,t';(_; �i r,L T��jENT �T E YORK STATE & ®WN uutb
2007 ANSI/ASME-A112.19 8 must comply with Appendix Chapter 4,Division 1,of the UBC or j`3 5-1802 8 AMM, 10 4 PI FOR OR
2014/2017 National Electric Code(NEC) Section 3109.4 of the IBC ) THE �s ����8��® ��® C
2015 Uniform Swimming Pool,Spa,Hot tub Code(IAPMO) {1) 1 OWING I"NSPECTIONS: 6
Expansive soils: FOUNDATION - TWO REQUIRED
The overall pool dimensions,depths and capacities are shown in Table For Installation of pools or spas in expansive soils,the following FOR POURED CONCRETE
1 and Table 4.The units comply with ANSI/NSPI-5,specified In additional installation details must be followed subject to code official's n S OL®TOWN P� h lei
Section AG103 1 of the IRC,and IAPMO IGC-2000',specified In the approval: �• r,OUGH - FRAM;NG & PLUMBING
UPC. 3. INSULATION S US ES o � MN
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 a4ST
FIN ' M ti
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 • AL - CQI! I RUC I ION MUST My 4_0 � 4 coL �
Co
be placed with or without concrete or wood decking.Unless elevated minimum 6 inches(152 mm)behind the pool walls. BE COMPLETE FOR C.O. U Ch w 1 ti
portions of the units are protected from sunlight by soil berms,decking, 2. Any soft or loose soils exposed by step 1 must be removed until ALL CONSTRUCTION SHALL MEET THE � W v
etc.,these portions must be coated with a UV-inhibiting opaque paint exposed material Is solid If the soil is still soft and loose,the upper 6 REQUIREMENTS OP THE CODES OF NEW � � C) om M C �
that Is compatible with the laminate. Inches 152 mm of all horizontal excavation surfaces must be scarified ® i
p ( ) YORK STATE. NOT RESPONSIBLE FOR e@� � ®�Q��L��ov N � >< cc
All plumbing must comply with the IPC or UPC Electrical work must and compacted with mechanical equipment.The compacted surfaces _0 � LL @ m
ENOL®SE R®®L T®C®®E o � �
comply with the code in effect at the construction site.The pool and and the excavated wall surfaces must be maintained in a moist DESIGN OR CONSTRUCTION ERRORS. ® , rn
LL
spa must remain full of water at all times.A permanent sign,bearingcondition until the first lift of backfill or fill is placed against the surface. >�f ON-COMPLETION Q_
the following statement,must be attached to the pumping equipment The term compaction implies any method necessary to consolidate the z
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 settlingco F �_: 00
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 v -� o CO v
below the skimmer When appreciable draw-down Is noticed or If it with granular Import material to approximately 6 Inches(152 mm) Q o N o M
Reviewed by: _ v co 00
becomes necessary to drain the pool or spa,contact Viking Pools or Its below the bottom of the pool or spa,wetted and compacted. Q}
dealers for Instructions. 4. The remaining 6 inches(152 mm)must be backfilled beneath Columbia Research&Testing ® Q Z c ui c
A permanent label must be installed adjacent to the above sign the pool or spa and outside the pool walls with compacted clean - O C: o
10140 Starr Road, s
indicating the Viking Pools dealers name,address and telephone granular Import material The pool or spa must be filled with water as <CA 95492 C a.
tL tl_r_ = n.
number. backfilling progresses to a level equivalent to that of the backfill The Windsor, Q _r > _I
Phone/Fax 707-495-0420 � ?� �
backfill must be placed in compacted layers of approximately 6 Inches :r+ y Q
Installation Procedure: (152 mm)while a uniform height of backfill is maintained around the = _ IAS and ICC/ES Approved Testing Laboratory ® ca U
J
Viking pools and spas may be installed without a soil Investigation by a pool or spa Seal. U N
registered design professional(RDP),subject to the building official's 5. Positive surface drainage away from the perimeter of the pool - - 'o E JCU
approval,provided none of the following conditions are encountered at and surrounding deck is required and critical to installations in highly > —
the site. expansive soils Surface area drains and surface drainage swales orTT ®� W
1 The existence of uncontrollable groundwater within the depth of the subdrains must be placed as needed to prevent ponding or saturation �LL``J 1 �3 of NEWj, U N
pool or spa excavation of the soil around the perimeter and vicinity of the pool to prevent THE STANDARD of F IBE RGLAS S '��' DEE U U
2.The existence of an uncompacted fill In contact with any portion of excessive shrink-swell or volume changes in the soil. �� P.r 4_0the pool or spa Tal,le S'
3 The existence of any soil types with an angle of repose that will not Identification:
Geneial.Notes OG
support the walls of the excavation at desired slopes Viking pools and spas are Identified by the following information Expansive Soils 41�_ ;r ,.� W
�i..
4 Danger to adjacent structures posed by the proposed pool or spa imprinted on the top step of the pool or spa manufacturers name - __-_
rm location (Viking Pools)and address,pool or spa model designation,a coded page 3 Figures 1-4 2� C?
5.The existence of any cracks or openings in soil that would not serial number and the evaluation report number(ESR-2014). _ �i ��1-
r` Pa`ge`4 r `_? s�� P-ool:Models`_ SQA �. 0 2�i Page
X confine sand or 1i2"clean gravel bedding. The units also bear the label of the quality control agency,Columbia Pool Models Continued 5
r Research&Testing Corporation(AA-527). Page ge 5 —---- - - RUFESS\
(D If any of the conditions above is encountered,excavation must cease Hydro Zone=Models
Z Page 6 Spa Models
w Immediately.The specified conditions at the site must then be reviewed Findings: That the fiberglass one piece swimming pools and spas are
> and recommendations made by the RDP.The building official must In compliance with the above listed codes as noted In ESR-2014 P_-age 7" =Altemati�e Rectfculation Systems
d- approve the RDP's report before work Is completed. subject to the following conditions. RETAIN STORM WATE UNOFF
The pool or spa excavation profile must coincide with the contours of 1.The construction and pool/spa Installation comply with this report
ai Length,width and depth may vary up to 3%-all
E the pool The over excavation is minimum 6 Inches(152mm)on the and the manufacturers instructions. JAf�lT TO CHAPTER 236 of 7
dimensions are to outside edge of coping,measured (" IME
�,.C �q/� CODE.
Z from parallel lines V 11 E TO
u-
N
c6
a
TABLE 1- POOLS
> POOL CODE SIZE DEPTHS GALLONS SQUARE PAGE POOL
TABLE 3- SPAS
WIDTH • • .•X. FEET NUMBER TYPE
v Acapulco AC 16'x 39' 3'-6",6' 16700 500 4 Type 0 SPAS CODEDEPTHS GALLONS • PAGE
Ar"a'`_ =_- =LA_ 11'x,22- -_ _:3=':6"'=5`_ =
Cb
o FIG. 1 Length,width and depth may vary up to 3%-all
a dimensions are to outside edge of coping,measured
m from parallel lines.
> TYPICAL CANTILEVER CONCRETE DECK
i
6"X6"-W1.4XW1.4
WIRE MESH OR
3'MIN. REBAR NO.3,ON 2'O.C.
a 91, EACH WAY
> SLOPED 1/4"=1'
7-� U)
o II
— — 110„ O
12"
j z
i-
I' II—III-1I
I- 1/4"GALVANIZED FOR CLAY
1 CHAIN (ADOBE)
I� 3"THICK COMPACTED SOIL ONLY. FIG.2
SAND(TYPICAL) CONCRETE DECK
4"MIN.THICK COMPACTED
GRAVEL FOR CLAY BRICK OR NATURAL WITH BRICK OR STONE
(ADOBE)SOIL ONLY. STONE DECK 6"X6"-W1.4 X W1.4
SAND OR 1/2"CLEAN GRAVEL $'MIN. RE MESH
O,RON 2'O.C.
FIBERGLASS EACH WAY.
POOL SHELL - -- - --- --S LO ED 1/4"=1_ -- - -
d'
'- II-III-11
I- FOR CLAY
1_
N 1/4"GALVANIZED (ADOBE) V♦ � r-i '-"CO ti
10" I I I CHAIN clo
I 3'T ICK COMPACTED SOIL ONLY. 00U) 00 M
SAND(TYPICAL) w v in rj
FIG.34"MIN.THICK COMP
I I I� GRAVEL FOR CLAY ACTED L- co
- M :
(ADOBE)SOIL ONLY. "0 O- N M X m
TYPICAL BOND BEAM O O -0 �M' U- Cc Co "
SAND OR 1/2"CLEAN GRAVEL co LL LL rn
CONSTRUCTION g FIBERGLASS L E o M a' M
POOL SHELL � - � rn Z;; t`
OR POURED CONCRETE BRICK,FILLED BLOCK, $ MIN. 00 r- r-
BACKFILLED DIRT 0 d
>0
� z
x \�� REBAR NO 4,ON 2'O.C. O M O E D- a
MAXIMUM $ EACH WAY. [L 0-
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24" e Q }, :2 Xx LL
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FIG. E j
x x x >
c — Q
12" I I= 10" TYPICAL ABOVE GROUND INSTALLATION
N
-
-
III 3"THICK COMPACTED } ` co
1' III SAND(TYPICAL) 1 pF NEW y J
IIS 4"MIN.THICK COMPACTED MAXIMUM Q� E`�UQ
1= GRAVEL FOR CLAYAL
19 1I2" / MOUND DIRT WOOD DECK CO
�
III (ADOBE)SOIL ONLY.
AROUND POOL
X i SAND OR 1/2"CLEAN GRAVEL ! \�/\ APPROX.6" Q�
t— ;= ' w Page
!•�M-,a _M _z
FIBEGLASS
W -� 6" �— POOL3HELL II►IIII,;,III,;,III,;,III,;,III;
I—I I Fo o- 72 , `�•
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44
0- 9'-7" 40' 40' 40'
o m
N i io
V L LO
a
>
I
3,6„ 3 '� 3',5'J I m I 3'-6" I 3'-6"jH
INIDAD-TND GULF COAST-GC Monaco-AT
TROCEAN BREEZE-OB POSEIDON-PS Z
19
INN gal.approx 19,600 gal approx. 21,000 Gal Approx 18,900 gal approx. 17,500 gal.approx.
40' 38' 35 39'
T-8"
ao
I
io
3,�„ n 3'-7" CO 3'-6" T-5, `o zo
♦ ,
ISLAND BREEZE II-N MEDITERRANEAN-BP CANCUN-CC SEA BREEZE-K ACAPULCO-AC v
22,000 gal.approx. 17,000 gal approx. 14,000 gal approx. 16,000 gal.approx. 16,700 gal.approx � ^
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00
rn N d2 � Ch N
34'-8" 35' AVAILABLE TO 39' `�' rn M
40' 29_8 IN LENGTH '~� CP 00
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GULF SHORES GS N2, aG0 LAGUNAAGUNADE LUXE-LGX o �v
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15,000 gal.approx. 12 00 g- approx. 9oogappoLGallons VaryCARIBBEAN-MR
ch
-`- 17,000 gal.approx. -Re' 0 a M M 00ami O � Q.� :S
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m
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a° 30' -31'-6" 30'
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3_6 " I n ( W (6 � N
3'-7"J3,_7„ u� 3,_7„ t.J
SANTA BARBARA-RSST.THOMAS-L TRITON-TN ROCKPORT-RP
12,500 gal.approx 13,700 gal.approx. 13,500 gal.approx. 12,800 gal.approx. co
34' 33' 38'
27'-7"
J -
pf NEW
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r Page
nJ 3 iii u� 3,7,.
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E FIJI—FJI LAKE SHORE—CD 3 7 VALENCIA—ST KINGSTON—AP R 7 N Of 7
z 12,000 gal.approx. FESS
15,000 gal.approx 10,000 gal.approx. 17,500 Gal.Approx.
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BERMUDA-AL AL BAJA-SFF DELRAY-B
CHESAPEAKE-CP FREEPORT-FP KEY WEST-BFF zZ
10,500 gal approx. 6,000 gal.approx. 7,000 gal.approx. 9,000 gal.approx 9,000 gal.approx 8,100 gal.approx.
36' 30'
23'-11" 26'
d
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m
3'6" 1,
aw in 4'_1" 3' 4, v I I T_2.
° y ST. LUCIA-CM 3 6 TROPICANA-MP 3 s CARMEL-FF JAMAICA-LD
m 6,000 gal approx. MALIBU-CRUD 2,500 gal approx. 12,000 gal.approx. 3,750 gal approx. •
w m-
4,400 Gal.Approx. CAMBRIDGE-LN U
18,000 gal.approx ,
z
OR
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J�w
33'
v
30' 22' //'► 0 eo
20' 16' I I V♦ N ti M M
I r I � co
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3,5.. 3,�„ "' 3,-6„ 3�., �� 3,-7„ O 0 _a m li m m li
CLEARWATER-SP MAUI-MTK Aruba-ARU Barcelona-BAR CLAREMONT-V E E m- M q
3,600 gal.approx. LAGUNA-LG 2,300 gal approx. 5,200 Gal.Approx 18,500 gal.approx 11,700 Gal.Approx � o C? rn m
10,000 gal approx. 3'-5" z — ,a. T A
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AVAILABLE TO 45' �-- 0 cv cNi
IN LENGTH 35' � 35' ; 16' O > Z c v ai c
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L L �, � E �
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PANAMA II-BL I —� 6'�6" 4'-3" 2,450 gal.approx W p = Q
Gallons VaryU (0 N
OLYMPIA-FR16 EMPRESS-FR12
' 15,250 gal.approx. 7,600 gal.approx.
CANCUN DELUXE-CCX -F--+ V
11,500 gal approx.
0 42' 40'-2" 34' I 30'— NE , y
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16' ZD 15' �r CO `' Rio
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Majesty-FR14 ROFESS�ON O f
E =N Oceania-BHGI 11,200 gal.approx.
`° -5 19,300 Gal.Approx. Venice-TGEN Coronado-BHBI
0 w 16,000 gal.approx. 13,000 Gal.Approx.
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PLACID-BOS REGAL-RG TAHOE-LOS SHASTA-LRS MYSTIC-M Z
m 475 Gal Approx. ROYAL-RY 600 Gal Approx 450 Gal Approx. SUPERIOR-CS 420 Gal Approx 550 Gal Approx.
E 600 Gal Approx. 700 Gal.Approx.
c-� m
0 10'
7,
T-6"
z o 8�„ 10' 10 12,x„
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3 0 3 L 2'-6„
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m 3'
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PLACID SPILLWAY-BOSSW ROYAL SPILLWAY-RSW REGAL SPILLWAY-RGSW TAHOE SPILLWAY-LOSSW SUPERIOR SPILLWAY-CSSW SHASTA SPILLWAY-LRSSW MYSIC SPILLWAY-MSW
475 Gal.Approx 600 Gal.Approx. 600 Gal.Approx. 450 Gal.Approx. 700 Gal Approx. 420 Gal.Approx. 550 Gal Approx.
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V♦ N M ti
16' U cn 2tti �
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400 Gal.Approx 200 Gal.Approx. O 00 o p 22
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r 3.2 Pte ) R oJ,
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w 3,600 gal approx. 2,800 gal approx. +
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AROFES 1 P
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N SWIMMING POOL WITHOUT RECIRCULATION MAIN DRAINS
v
tl DEBRIS REMOVAL SYSTEM
> SUCTION OUTLETS IN SERIES
2-90°ELBOWS LOW \ HI
VENT COVER MAY �k ✓li
V W
BE GUTTER DRAT (OPTIONAL)DEBRIS �.
CONTAINMENT O
CANISTER
Z
rl
WATER LINE
-- TO PUMP
ANTI-VORTEX LOOR DRAIN /l
2ND DRAIN SUCTION OUTLET) 2"0 OR LARGER
1Yz'0 VENT LINE—,/ (SUCTION OUTLET) ( CIRCULATION LINE HI LOW
HI UTERATMOSPHERIC VENT PIPE LENGTH
MINIMUM=16'MAXIMUM=30' 18"MIN
24"MAX 2"00R EQUAL TO (EXAMPLE) ♦ ,
CIRCULATION LINE v
OUT TO OPTIONAL WATER FEATURE(S)OR SPA
r
V
GENERAL NOTES00
STANDARD NOTES (V 0> 't c'`1 N
1.THE DEBRIS REMOVAL SYSTEM IS TO BE INSTALLED IN ACCORDANCE WITH DRAIN MANUFACTURER'S RECOMMENDATIONS. 1 USE 2-SCHEDULE 40 PIPE LEGEND c) C'j h
2.CONTRACTOR TO INSTALL VACUUM RELIEF BACKUP SYSTEM IN ACCORDANCE WITH 2016 CALIFORNIA BUILDING CODE 2 DO NOT USE 90 DEGREE ELBOWS ON SUCTION SIDE O � DO
�
3 CHECK VALVES MAY BE NEEDED IF EQUIPMENT IS � LL.
3 ALL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED MORE THAN 18'ABOVE WATERLINE )� FIBER OPTIC LIGHT �'1 TJOINT `^ 00 ti 1`
4 THE FLOOR DRAIN MEETS THE REQUIREMENTS OF ANSI/ASME-A112 19 8-2007 AND DRAIN COVERS MEET THE 4 KEEP VALVES WITHIN 5 OF THE PUMP AND/OR FILTER W � v
REQUIREMENTS OF ANSI/ASME Al 12.19.11-2007 FOR ANTI-HAIR AND BODY ENTRAPMENT AND 2013 ANSVAPSP/ICC-7 SUCTION ENTRAPMENT SKIMMER 3'MAIN DRAIN ''^^ O O
AVOIDANCE VJ `� O 00 v M CO
5 THIS DRAWING MATERIALS OF COINSTRUCTION REFEER TO CONLL SUPPLEMENT TRACTOR 'S ENGINEERED AND SEALED SP C'S SPECIFICATION DRAWING ON FILE FOR IFIICTATIION DRAWING ON > - RETURN la 3-WAY VALVE O HODS ANDL—
q.
cd
FILE WITH THE BUILDING DEPARTMENT. I PLUMBING O OO LL O 03 LL
6 ATTACH PLACARD WHICH STATES THAT VENT IS A SWIMMING POOL SAFETY DEVICE AND SHOULD NOT BE TAMPERED WITH ^\ Q GD LL LL LU
7 THE MAXIMUM VACUUM WITH ONE SUMP PLUGGED AND TO RELEASE A BODY ENTRAPMENT ON THE OTHER SUMP WILL NOT EXCEED 4 51NCHES SPILLOVER l — LO
OF MERCURY IN 3 SECONDS L 00 01 M —
B MAXIMUM SUCTION PIPE VELOCITY SIX(6)FPS OR 59 GPM OO co 0) c)
9 AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC-ALERT SVRS SYSTEM IS AN ALTERNATIVE TO THE OTHER SYSTEMS SHOWN z Doc+') CO
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Da, M M � OD
SUGGESTED DETAILv
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VENT COVER MAYBE GUTTER Q 0�., 0 L d
DRAIN SUCH AS HAYWARD �\ (B 0_
(COVER MUST COMPLY WITH MODELSP-1019 - - - _ W O Q
ANSVASME Al 12198M)
y SUCTION OUTLETReVleWed by co (� U
EM (MAIN DRAIN) 42-901 ELBOWS �e J „�
.Mo C5 �1`��O S 2.0 ( Ca U J Ca C i
a n 9 9E�� 2'T 12"MIN '�
AXIMUM DISTANCE ,6 — Q..
Z o TO VENT TEE Co W5
m SUCTION OUTLET Y0 CONNECTION=1' FINISHED GRADE _ '` ` )
(MAIN DRAIN) 2'0 \\ \\ Seal vI
E-mo ALL SUCTION 1Y"O VENT LINE / }� v
,as
PIPING 2"0
v o-
ALLVENT 2'0
Q PIPING 1)4'
1Yz"0tQ�eE�,o�' �
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3 � m � � pFNEWy
U- a o Y"0 NOTES �P� DE, O'l
n ALTERNATIVE SUCTION OUTLETS SYSTEM 't Page
r MAY INCLUDE 1 ON THE BOTTOM AND ONEON
OPTIONAL ATMOSPHERIC VENT THE VERTICAL WALL OR ONE EACH ON i( ��� .iR ��
(7 VENT TO ATMOSPHERE SO VENT TWO(2)SEPARATE VERTICAL WALLS iY
Z WILL NOT BE BLOCKED BY DEBRIS
W INSECT INFESTATION,OR
MICROBIOLOGICAL CONTAMINATION
d DUAL SUCTION OUTLETS IN PARALLEL WITH OPTIONAL ATMOSPHERIC VENT SYSTEM Krs uti0�tctn`P
TO BE INSTALLED IN ACCORD WITH 2016 CALIFORNIA BUILDING CODE. A Of
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