HomeMy WebLinkAbout43861-Z goFFn�� TOWN OF SOUTHOLD '
ti�oti° cow BUILDING DEPARTMENT
A oy TOWN CLERK'S OFFICE. �' SOUTHOLD, NY
0
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#: 43861 Date: 6/13/2019
Permission-is hereby granted to:
Bucci, Kathryn
200 Harbor Lights Dr
Southold, NY 11971
To: construct accessory in-ground swimming pool as applied for.
At premises located at:
1155 Arshamomaque Ave., Southold
SCTM # 473889
Sec/Block/Lot# 66.-3-6
Pursuant to application dated 6/3/2019 and approved by the Building Inspector.
To expire on 12/12/2020.
Fees:
SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00°
CO SWIMMING POOL $50.00
Total: $300.00
Buil in pector
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 from 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: �� ,� q r��omvAQR a, (�
House No. Street Hamlet
Owner or Owners of Property: �(`� ram,U Cc 1
Suffolk County Tax Map No 1000, Section(Q Block 03 Lot
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ j,0
pplic nt g ignature
SObT�,o
# TOWN OF SOUTHOLD BUILDING DEPT.
�`yrou►m '� 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 VIO ION h •[ ] PRE C/O
REMARKS: 6�2
l S�
yogii"
DATE INSPECTOR
FIELD INSPECTION REPORT. .DATE COMMENTS. �
FOUNDATION (1ST)
I „ y '
.................................... ;
'FOUNDATION (ZND) d
sm
DO
ROUGH FRAMING& °I
PLUMBING �y
1
INSULATION PER N.Y; H
STATE ENERGY CODE
FINAL
ADDITIONAL COMMENTS
rb
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y
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 2 Survey
Southoldtownny.gov PERMIT NO. c� Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examine Single&Separate
2p19 Truss Identification Form
Storm-Water Assessment Form
Contact:
Approved 20 '. > ®V gQ Mail to: do ✓J e
Disapproved a/c TOV
Phone:
Expiration 20
Building Inspector
APPLICATION FOR BUILDING PERMIT
Date )I p e, 3 , 20 4
INSTRUCTIONS
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 or used in whole or in part for any purpose 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.
(Signature of applicant or name,if a corporation)
47 MQ►,J Rd 0044)ck
(Mailing address of applicant)
State whether applicant is owner, lessee,agent, architect,engineer,general contractor, electrician,plumber or builder
Name of owner o_f premises �� 1)02
-� � (As on the tax roll or latest-deed) -
If applica a co ration,signature of duly au orized officer
IdP
(N me and t tle of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No. (—
1. Location of land on which proposed work will be done:
115S 19 r_is ammqqw_ nu
House Number Street Hamlet
County Tax Map No. 1000 Section (p(¢ Block 03 Lot 0(p
0
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 Buildin Addition iteration
Repair Removal Demolition er Work v�l� wo 9-1 c
a"�,'� l�ti•p"'' (Description)
4. Estimated Cost
(To be paid khvfi'ing this application)
5. If dwelling,number of dwelling units Number ofdwelling units on eae -�ff or
If garage, number of cars
6. If business, commercial or mixed occupancy, specify riature;and,exter't of each type of use.
by 6 l•�,c'�t•�5�� �,h
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire-new construction:Front ""Rear dL� Depth
Height Number of Stories
9. Size of lot: Front /ODD Rear 10D Depth
10.Date of Purchase Name of Former Owner
11.Zone or use district in which premises are situated /
12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO ;/
13. Will lot be re-graded?YES NO V Will excess fill be removed from premises? NO
�NO
14.Names of Owner of premises_ /�_ --rl R00 Address So Phone No.603/-7&5-60690
Name of Architect Address Phone No
Name of Contractor Q6 G rMdress q110 MO) IeO Phone No. Q /-oP 9A-gQ1C/
15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_V--'NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES_AZ NO
* 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
* IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
S:
COUNTY OF I _,
, jasaoP being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the )43 :;;* Pn(, Iniq�e f?x s o ej
(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.
Swo tp before me this
��=day of sT1 J(-W 20
of Public Signature of Applicant
TRACEY L. DWYER
NOTARY PUBLIC,STATE OF NEW YORK
NO.01 DW6306900
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,2Q
lO Fco. . BUILDING DERARTMENT: Electrical Inspector
TOWN OF SOUTHOLD
_ Town Hall Annex - 54375 Main Road - PO Box 1179
Southold, New York 11.971-0959
Telephone (631) 765-1802 - FAX..(631) 765-9502
aw 'ny:usoper:rchertCt
APPLICATION .FOR ELECTRICAL INSPECTION,
REQUESTED BY: J�pr t'�r�i P��( �� Date::
Company Name:
Name:
License No.: email:
Address:
Phone No::
JOB SITE INFORMATION: (All information Required)
Name: -
Address: O,o d
Cross Street:
Phone No.: 605 - `A05 (0060
Bldg.Permit#: r email:
Tax Ma"p: District: 1000 Section: Block: 63_ Lot:
BRIEF DESCRIPTION OF WORK.(Please Print Clearly) :' �►M
o r a L) -
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: (All information required)
Service.Size 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:
PAYMENT-DUE WITH APPLICATION.
82-Request for Inspection Forin.xls
Scott A. Russell ,��°su 'r ST 0>]kMWA TIE]k
SUPERVISOR J �T N _
l��/1[A\I�A\(Gr]EID/1[]El�7C'
SOUTHOLD TOWN HALL P.O.Box 1179 ]
53095 Main Road-SOUTHOLD,NEW YORK 11971 ' Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY 'OF THE E ]FOLLOWING:
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.
❑eB
. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑ , Site. preparation:on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑EI/D. Site preparation-within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑0"E. Site preparation within the.one-hundred-year f loodplain as depicted
on FIRM Map of any watercourse.
❑0'F. 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: & �` o3 � l
m m hq
Section Block Lot
FOR BUILDING DEPARTMENT USE ONLY****
Contact Information
rret-0—N..befl
Reviewed ByJX 2UAA,,4
— — — — — — — — — — — — — — — — / q
D e: (�3-" I l
Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — —
Approvedfor processing-Building Permit.
1✓�jgtllut�MD,Q(x �t�P_ Stormwater Management Control Plan Not Required.
Stormwater Management Control Plan is Required
(Forward to Engineering Department for-Review.)
FORM # SMCP-TOS MAY 2014
SURVEY OF
LOT 15
MAP OF
BEIXEDON ESTATES
BLOCK 2
FILE No. 1472 FILED MARCH 16, 1946
SITUATE
S OUTHOLD
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000-66-03-06
SCALE 1 "=20'
JANUARY 18, 2019
AREA = 24,645 sq. ft.
(TO BULKHEAD) 0.566 ac.
F NOTES:
26C�.24' 3 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM
0 F EXISTING ELEVATIONS ARE SHOWN THUS:AKX
BARA/A. BRYNJES ,� a ; 0.5'N. .3'N• EXISTING CONTOUR LINES ARE SHOWN THUS:XX— — —XX
BAR �► \ 1 1 N F.FL - FIRST FLOOR
LOT 14 o a+ \ G.FL - GARAGE FLOOR
v m TB - TOP OF BULKHEAD
PONR ` �_ \ \ \ \ O BB - BOTTOM OF BULKHEAD
TIN - TOP OF WALL
N c to ` 1 f 0.8 \ \ CTI
1,Z BW - BOTTOM OF WALL
CONC• <I \FOUND MO 1 I I \ X� C!1
m "i v PLANAR CONC. X
ZZ
" N WIRE ^R�OF YENS m 18 SEE ' Z \ NIM 16.0 14.8 ; ' I Ix I 1 I I ' \ X'� \ 1
Q °0 3'0 Q' UTI 27' 1Z 4 (2) NR 1 s.8' I I I \ \ \ I frn
s N 8 N PO 1524 ff COND. UN�� ?
RH
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FOUND ON i co17.9 6. v
CO NC. M / 25 9 I 1
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b° °a\RCS I ASPNPL( DRN Aa Jr / PlfR/ZO IL4 8� FRAMSlop"'
SE 5TEP I I I I I I I I I I I I S.e 01`- e4: b BLOCK CURB / Xz
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a SAP XZZ ff/ / 7S1�X o D o ° f _I 196' PATIO00
POST I / / / CF �� I(�L--l��X- J 11OUS I I I �N
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17.4 / --17 iA 40.9' BAY 13.8 X /T l l l / / ' I
/ b d I / /X2" / TW X 17.4 / X 16.7 F•F1` YIIN00W
° . , r° 18.5 \� i16 h :CONC.:•
X 23.2 ' ' / /�19.8 / / / / 16.0/� _ x / / RIOK BPS X m 1.ZX
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d °1 . . °,. 2 a2 , ° e W ' I I 1 , \\ 14`�
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��°3 ° ° PREPARED IN ACCORDANCE WITH THE MINIMUM
1' c ° STANDARDS FOR TITLE SURVEYS AS ESTABLISHED
° B :• :� ` J d •Id: ..,•\N BY THE LI.A.LS. AND APPROVED AND ADOPTED
.• b b N FOR SUCH USE BY THE NEW YORK STATE LAND
TITLE ASSOCIATION.
. +..t
1
{ l
A'N.Y.S. Lic. No. 50467
UNAUTHORIZED ALTERATION OR ADDITION
TO THIS SURVEY IS A VIOLATION OF
SECTION 7209 LAW.OF THE NEW YORK STATE
EDUCATION LA Nathan Taft Corwin
COPIES OF THIS SURVEY MAP NOT BEARING
THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor
EMBOSSED SEAL SHALL NOT BE CONSIDERED
TO BE A VALID TRUE COPY.
CERTIFICATIONS INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY
IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S.
TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. In a no L S.
LENDING INSTITUTION LISTED HEREON, AND P 9 9
TO THE ASSIGNEES OF THE LENDING INSTI- Title Surveys — Subdivisions — Site Plans — Construction La out
TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Y Y
PHONE (631)727-2090 Fax (631)727-1727
THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS
AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16
ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947
39-010
SURVEY OF
LOT 15
MAP OF
BEIXEDON ESTATES
BLOCK 2
FILE No. 1472 FILED MARCH 16. 1946
SITUATE
SOUTHOLD
TOWN OF SOUTHOLD
A� SUFFOLK COUNTY, NEW YORK
O
S.C. TAX No. 1000-66-03-06
SCALE 120'
JANUARY 18, 2019
AREA = 24.645 Rq. T1.
(TO 9uLNHEAD) 0.566 ae.
If d(Gf6S
I.ELEVATRIMS ARE REFERENCED TO HAV.D.1966 DAT V
269.24• EXISTING EIEVATONS ARE SHOWN THUM—
NIA�RRT'Nl1sS ; oArl EXISTING COMM'LAID ARE SHOYM THUS:=—
Ln
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N.Y.S.(ie.No.50457
J V�1M I Tp KO Wool
w AU Wool
Nathan Taft Corwin III
aovRa of T.aRnaY Y.N9T XFARrs
Land Surveyor
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oxrtsraoNs par.Tm 1R1Rox awi ox
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NIICN.OTailtAlala NE MM 1RNBWiE
PHONE(631)727-2090 Fos(631)727-1727
TIE ElOS1ENCE Qi RXRTS OF WAY OFFICES LOGIFD AT 1HENC ADDRESS
ANO/ GS l OF OE 16C1:a 12`6FICE Yde Rood P.O.Bo,16
ANY,NOT SIgARI AR[NOT OYARANI[C0. ,Ioee.paL N.YeA,11947 demapaX,Nn Yoe,11947
Dal
APPROVED AS NOTED
DATE: B.P.#
FEE: 1 60 BY: COMPLY WITH ALL CODES OF
NOTIFY BUILDING DEPARTMENT AT NEW YORK STATE & TOWN CODES OCCUPANCY OR
765-1802 ,SAM TO 4PM FOR THE AS REQUIRED AND CONDITIONS OF
,FOLLOWINGANSPECTIONS: USE IS UNLAWFUL
1. FOUNDATION - TWO REQUIRED WITHOUT
FOR POURED CONCRETE BOARD CERTIFICATE
2. ROUGH - FRAMING & PLUMBING
3.-INSULATION OLD TOWN KES OF.000UPANCY
-4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR- CONSTRUCTION ERRORS.
ELECTRICAL ,- ,ENCLOSE-P00L.TO Co6ig%.
RETAIN STORM W 7ER RUNOFF INSPECTION REQUIRED _UPON Com LETION
PURSUANT TO CHAPTER-236 �_ `BI FARE "T)E
OF THE TOWN CODE.
General Notes
eGeneral sides and ends.The over excavation at the pool bottom Is minimum 4 2.Electrical and plumbing Installation comply with the respective
Z 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 34nch-thick(7Bmm)bedding sand or rrs'dean gravel matching the 3.That all pools are Installed In accordance with manufacturers to
y
reinforced plastic(FRP),a minimum of 114 Inch(6.4 mm)thick, pool or spa profile. recommendations. `)
m composed of Isophtslic 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.178 p.
a surface finish is a non,panty]glycol gel coat Viking Pools produces The pool orspa Is then set Into place using a crane,excavator or Viking Drive Industrial Park,Jane Lew,West Virginia;Viking 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 Wast Interstate 20 East,Midland,Texas;and
accordance to Viking Pods installation procedures,the pods and spas and backfill operations then commence.The backfill Is compacted with Viking Pools,Inc.,121 Crawford Road,Willlams,Califomia;Viking
;pas comply with applicable requirements of the following codes: a tamper and water.The Installer must ensure that the backfill level Pools Southeast40119 Country Road 54E,Zephyrhlls,FL ate m
201512018 International Building Code®(IBC) and water level are approximately the same throughout this procedure. manufactured under quality control program with Inspections by E
2018 International Residential Code(IRC) After completion of the ball and plumbing,the decking is placed. Columbia Research&Testing Corporation(AA-527). t0
1997 Uniform Building Cade(UBC) Decks are prepared as Indicated In Figures'I through 4: Z
BOCA®National Building Code/2003(BNBC) 1.Cantilevered concrete decks are constructed as noted In Figure 1 in ie
2018 International Plumbing Code®(IPC) all cases.
2012/2015 IAPMO Uniform Plumbing Code(IAPMO UPC) 2.Cantilevered decks are constructed with brick or stone as noted •p
2012 ANSVAPSP/ICC-5 Residential Ingmund Swimming Pools Figure 2In all cases. n 0
2014 ANSVAPSP/ICC3 Permanently Installed Residential Spas 3.Raised bond beams are constructed as noted In Figure 3 in all f{p5
and Swim Spas cases. a)a1
2013 ANSVAPSP/ICC.7 Suction entrapment Avoidance 4.Abovegmund installations am constructed as noted in Figure 4 in all16
2011 ANSI/APSP-16 cases. U 0
2018 International Swimming Pool and Spa Code- Barriers are required where pools ere on premises of UBC Group R,
(ISPSC-ICC) Division 3,Occupancies or IBC Group R Occupancies.The banters
2007 ANSVASME-Al12.19.8 must comply with Appendix Chapter 4,Division 1,of the UBC or
2014/2017 National Electric Code(NEC) Section 3109.4 of the IBC
2015 Uniform Swimming Pool,Spa,Hot tub Code(IAPMO)
Expansive soils: U
The overall pool dimensions,depths and capacities ere shown in Table For installation of pools or spas in expansive soils,the following _
1 and Table 4.The units comply with ANSVNSPI-5,specified in additional Installation details must be followed subject to code official's
Section AG103.1 of the IRC,and IAPMO IGC-2000',specified In the approval:
UPC. O m
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 CV eh
to 19-112 Inches(49.5mm)above gmund.These pools and spas may minimum depth of 12 Indies(305 mm)beneath the pool bottom and 1 1' m
be placed with orwithout concrete or wood decking.Unless elevated minimum 6Inches(152 mm)behind the pool walls. !1 S k�
portions of the units are protected from sunlight by sail berms,decking, 2. Any sob or loose soils exposed by step 1 must be removed until V
etc.,these portions must be coated with a UV4nhiblting opaque paint exposed material Is sold.If the soil is silt soft and loose,the upper 6 W o g N m ev
that Is compatible with the laminate. Inches(152 mm)of all horizontal excavation surfaces must be scarified 0 n
All plumbing must comply with the IPC or UPC.Electrical work must and compacted with mechanical equipment The compacted surfaces hki
comply with the code In effect at the construction site.The pool and and the excavated wall surfaces must be maintained In a moist 00 -n m LL LL LL
spa must remain full of water at at times.A permanent sign,bearing condition unit[the first lit of backfill or NI Is placed against the surface. a, Ew m kO1�
the following statement,must be attached to the pumping equipment: The tern compaction Implies any meted necessary to consolidate the L 7 m kO1n N r.
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. LrLIILL 0)Z
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 baddhlled C fit m n
below the skimmer.When appreciable draw-down is noticed or if it with granular import material to approximately 6Indhes(152 mm) 0 in v n
becomes necessary to drain the pool or spa,contact Viking Pools or its below the bottom of the pod or spa,wetted and compacted. Reviewed by. a a a m m
dealers for Instructions. 4. The remaining 6 Inches(152 mm)must be backfilled beneath O / O} c �. ;d
A permanent label must be Installed adjacent to the above sign the pool or spa and outside the pool wails with compacted d Columbia Research&Testing Z
clean O � o
Indicating the Viking Pools dealer's name,address and telephone granular import material.The pool or spa must be filled with water as 10140 Star Road,P.O.Box 933 a t a
il0n Windsor,CA 95492 Q C E e
number. back filling progresses to a level equivalent to that of the baedill.The m O t a Q J
backfill must be placed in compacted layers of approximately 6Inches
Phone/Fax 707-495-0420 ; ... lu..
Installation Procedure: (152 mm)while a uniform height of backfill Is maintalned around the IAS and ICC/ES Approved Testing Laboratory Q —f6 J U rri
Viking pools and spas may be Installed without a soil Investigation by a pool or spa. Seal: 3 of
registered design professional(RDP),subject to the building officials 5. Positive surface drainage away from the perimeter of the pool 4z® 2 J N ��
approval,provided none of the following conditions am encountered at and surrounding deck is required and critical to Installations in highly - �! _t
the site: expansive soils.Surface area drains and surface drainage swales or 7j� W C•—•— O.
1.The existence of uncontrollable groundwater within the depth of the subdrains must be placed as needed to prevent ponding or saturation VI ICI N G POOLS
pool or spa excavation. of the sot around the perimeter and vicinity of the pool to prevent THE STANDARD of FIBERGLASS
i (�
2.The existence of an uncompacted fill In contact with any portion of excessive shrinks yell or volume changes In the soil.
the pool or spa. CU
3.The existence of any sot types with an angle of repose that will not Identification: Page 1 General Notes J
support the walls of the excavation at desired slopes. Viking pools and spas are Identified by the following Information Expansive Soils
4.Danger to adjacent structures posed by the proposed pool or spa Imprinted on the top step of the pool or spa:manufacturer's name
_ location. (Vidng Pools)and address,.pool or spa model designation,a coded Page.2 Tables 14
5.The existence of any cracks or openings In wit that would not serial number and the evaluation report number(ESR-2014). Page 3 Figures 14
confine sand or rrs'dean ravel bedding. The units also bear the label of the quality control agency,Columbia Page 4 Pool Models
g q dY 9 �' Page 5 Pool Models Continued Page
Research&Testing Corporation(AA527).
m If any of the conditions above Is encountered,excavation must cease Hydro Zone 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 6 spa Models
o. and recommendations made by the RDP.The building official must in compliance with the above listed codes as noted in ESR-2014 Page 7 Altematite Recimulalion Systems
d- approve the ROP's report before work is completed. subject to the following conditions.
hi The pool or spa excavation profile must coincide with the contours of 1.The construction and poollspa Installation comply with this report
E the pool.The over excavation is minimum 6 incites(152mm)on the and the manufacturer's Instruction. length,vddth end depth may vary cm to 3%-ag Of 7
z
dimenslms art,to"Too edge of m a phig,meaed
tom pa,avel tines.
M
TABLE 1- POOLS
zPOOL CODEPOOL
WIDTH x LENGTH SHALLOW,DEEP APPROX. FEET NUMBER TYPE TABLE 3-SPAS
Acapulco AC 16'x 39' T-6",6' 16700 500 4 Type 0 SPAS CODEGALLONS
g Aruba ARU 11'x 22' 3'-6",5' 5200 177 5 Type 0 WIDTH • APPROX.
Baja SFF 11'-10"x 25' T-13%5 4' 9000 229 5 Type 0 Mystic M 10'x 10' 3'-4" 550 64
Barcelona. BAR 16'x39 - 3'-6"x7' 18500 518. 5 Type 0 Mystic5illover MSW 10'x 11' _ T-4" 550 64 - W
Bermuda AL 12'x 26 3'-6",V-6" 7000 226 5 Type 0 Placid BOS 8'-4"x 8'-4" 3' 475 45 6
~O
Cambridge W IV x36' 3'-6",-7' 18000 451 5 Type 0 Placid Spillover BOSSW 8'-4"x9'-4" 3' 475 45 6 Z
Cancun CC 16'x 35 3'-6",V-6" 14000 397 4 Type 0 Regal RG V x 10' 3'-4" 600 52 6
Cancun Deluxe CCX 16'x3V 4'-3,V-6" 11500 381 5 Type 0 Regal Spillover RGSW 9'x 10'_ 3'-4"._ 600 52
Caribbean MR 16 x 40' 3'-6"-V-6" 17000 468 4 Type 0 Royal RY 8'x 10 3'-4" 600 63
Carmel FF 13'-8"x 30' 3'-6",6 120DO 345 5 Type 0 Royal Spillover RYSW 8'-10'x 10' 3'-4"_ 600 63
Chesapeake CP 12'x 31' T-7%V 10500 292 5 Type 0 Shasta JLRS 7 x 7 3' 420 31
Claremont V 14'x33' T-7%T-4" 11700 416 5 Type 0 Shasta5pillover LRSSW Tx .. 31. 420 31 _
Clearwater SP 10'-11"x 2(Y 3'-5",V 3600 165 5 Type 0 Superior CS 8'x 12'-5" 3' 700 73 6
Coronado BHBI IV,34' T-6",V-6" 13000 _ 410 5 Type 0 Superior Spillover CSSW 9'x 12'-5" 3' _ 700 73
Delray B 11'-10'x 25'-5" 4'-6" 8100 264 S Type 0 Tahoe LOS 7-6"x 7'-6" 3' 450 37
11
Empress FR12 12',x 26' T-6",5'-V' 7600 275 5 Type 0 Tahoes Spillover LOSSW T-6"x 8'-6" 3' 0 37 6
Hermosa VFTL 6'-30"x 10'-7" IV, 20 200 50 -
Fiji Fll 15'x 34' 3'-6-,6' 12000 _ 375 4 Type 0 Semicircle TSCI' e'-4"x 16' 301" 400 92 U
Freeport FP ITxZT-1" T-T,V-5" 6000 213 5Type 0 ---
Gulf Coast GC 15'10"x 39'-7' 3'-5",7'-11" 19600 506 4 Type I
Gulf Shore GS 15'-7'x 34'-8" 3'J" 5'-10" 35000 423 - 4 Type 0 - -------_--------------------- _ CD m
Island Breeze ll BN IV x40' T-6%8' 22000 595 4Type l -� t-_._._._._._._._.._..............______.....____.._ m m
Jamaica LD 9'-10'x 19'-9" 3'-2",5' 3750 138 5 T e 0 -- - - - ! -- --- •�'d r m
Key West JBFF 12'x 25-7" 3'-7',6' 9000 2301 5Type 0 U (n
Kingston AP 16 x 38' T-6",V-8" 17500 555 4 Type 0 w o m
Laguna LG 14'x 30' 3!-V,6' 10000 310 5 Type 0 '- � "
TABLE 4- POOLS � o �, � M - �
Laguna Deluxe LG% 14'x 30' 4',V 9000 _ - 300 4 Type 0 O O •p m u
Lake Shore CD 16'x 33' 3'-7',V-5" 15000 480 4 Type 0 POOL CODE SIZE DEPTHS GALLONS SQUARE PAGE
L a E
Majesty - FR14 14',30' 3'-6',6' EEP APPROX. FEET NUMBER
1120 377 5 T pe 0 HZDXL WGD%L 8'-6"x 18' 3'-3",5'WIDTH x LENGTH SHALLOW,' 2800 127 6 Z m rb m of
Malibu CRUD 12'x 26' 3'x 4'-7' 4400 209 5 Type 0
Maui M K 9'-3"x 16' 3!-4-,4' 2300 103 5 Type 0 HZE WGE 8'-6"x 18' S' 3600 127 6I v c v
:Mediterranean BP 35'-8"x 38' 3'-7',V-11' 17000 512 4 T e 0 IIII CTL 10'-x 16' 4' 2450 135 5 T e 0 "-�r____ -- -�- 0 / Z o AT IV x 40' T-W,8' 21000 5115 4 T e 1 O E IL aIL
o Mi 14'x 35' T-7',V-7" 12400 388 4 T pe 0 O tXXaQLLreeze OB IV x 40' T-6%V-8" 18900 585 4 T pe 0 m BHGI IVx42' 3',7' 19300 516 5 Type 0 _J to
E
Olympia FR16 IV x 35' 3'-6',V-V' 15250 S10 5 Type 0 E > --1 m N
aJv=t
Panama) BL 12'x(35'-39') 4'-6",4'-6" varies varies 4 Type 0 TABLE 2- POOLS � w m��
Panama It BL 12'x(35'-4T) 4'-6",4'-6" Varies Varies 5 Type 0 =B ,
^ V N
Poseidon PS 19 x 40' 3'-6",7' 17500 538 4 Type 0 i
Rockport RP 14'x 30' V-7',V-31" 12800 314 4 Type 0 R'lSanta Barbara- RS 14'x 30' 3'-6",6'-6" 12500 326 4 T e 0 ♦�/CM
Sea Breeze K 14'-8"x33-9" V-5",8'-2" 16000 378 4 Type 0 St.Lucia CM 12'-3"x23'-11" T-13%V 6000 211 5 T e 0
LL MValendaST
L 14'x 31'-6" V-7%7' 13700 396 4 Ty a 0.
x TND 16'x 44' 3'-6",7 19300 562 4 Type 0 Page
ch TN 14'x 30' T-7,V-11" 13500 33B 4 Type 0
w MP 9'-6"x 14'-6" 4',4' 2500 115 5Type 0
g 14'-4"x 27-7" 3'-7",5'-10" 10000 288 4 T e 0
TGEN IV,40'-Z" T-30",8'-6" 16000 553 5 Type I 2 of 7
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FIG.1 L.P.Wdlnenddepth wvaryp1e3%-eg
ra dM—l—ere I.Wlelde edge Nwping,n1...W
TYPICAL CANTILEVER CONCRETE DECK aem reel D,
Z 'B'XB'-W7.4 XWIA
3'MIN. WIRE MESHpR
REBAR NO.3,ON 7 O.C.
9" EACH WAY.
g SLOPED4/4'=1'
8"
12" 10 0
1 Z
10' I 1W GALVANIZED. FOR CLAY
CHAIN (ADOBE)
3'THICKCOMPACTED SOILONLY. FIG.2
SAND.THI C(TYPICAL)
4'MIN.THICK COMPACTED CONCRETE DECK
GRAVEL FOR CLAY BRICKORNATURAL WITH BRICK OR STONE
(ADOBE)SOIL ONLY. STONE DECKW1.4 X W1A
SAND OR 12'CLEAN GRAVEL E.3'MIN. REBAR N0.3,ON 7 O.C.
FIBERGLASS EACH WAY.
6" POOL SHELL SLO ED 1/4'=1'
T S 10" U
12" _
J I T
FOR CLAY / v
10' I 1/4•GALVANUM (ADOBE) Vl N ^ n
CRAM SOIL ONLY. 4--p
3'THICKCOMPACTED A r r
SAND(TYPICAL)
4-MIN.THICK COMPACTED N oo g N m
FIG.3 GRAVEL FOR CLAY
(ADOBE)SOIL ONLY. o ki u LL
TYPICAL BOND BEAM SAND OR 10CLEAN GRAVEL O ^^o c� m LL LL LL
CONSTRUCTION g" FIBERGLASS L LL C
POOL SHELL :3 v m N n
m
BRICK,FILLED BLOCK 3'MIN. Q)Z m m n
OR POURED CONCRETE 8•
BACKFILLEDDIRT 0- `�`_ it g v
CL
O / 4Z c 7 c
a, o c o
x REBAR NO ,ON 70.C. O QLL E a t to
MAXIMUM B' sw EACH WAV. co w a Qa.
J
24" :I. Q LL
B• 1�_a /�
FIG.4 > LD m
12' . •' 10• TYPICAL ABOVE GROUND INSTALLATION \V LU m ex
3'THICK COMPACTED -� o
1 SAND(TYPICAL)
4'MIN.THICK COMPACTED MAXIMUM
GRAVEL FOR CLAY 191/2° OPTIONAL
9 (ADOBE)SOIL ONLY. MOUND DIRT WOOD DECK
AROUND POOL
i< SAND OR 12'CLEAN GRAVEL J— APPROX B' Page
CIJ FIBERGLASS
w •'I 8" POOL SHELL
g
d
16' 3of 7
4 39 0'
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g
w
3�• 0 3� 3.0' 0
�tGULFCOAST-GC
TRINIDAD-TND �xManaco AJy OCEAN1BR�EaEZE-OB POSE�IDON-PS Z
19.600 gal.app 21'000 Gal.'
19,300 geL eppmx a J 0
0 3g39
33'-S
H �
3'-2'
T-6-
ISLAND BREEZE 11-N MEDITERRANEAN-BP CANCUN-CC SEA BREEZE-K ACAPULCO-
22,000 gal pp— 17,000 gaL eppmx 14.000 gal.eppmx
18,000 gal.eppmx 18,700 gal.eppmx
0
3S AVAILABLE TO 39'
a 0. E2!W IN LENGTH
m 0 d E
LI
w L s
E_la 3 T 'a Z m d m
3'E GULF SHORES-GS MONTEGO-MT 3_T LAGUNA DELUXE-LGX PANAMA I-BL � m ^ ^
CARIBBEAN-MR 15,000 gad.app— 12.400 gal.appmx 9,000 9e1.appmx Galb.Vey t
5 17,000 gal.eppmx -\Y Q.R g N m
5 0 / Z o c o
9s 30 m",
30 O Q C E a a a a
M 0 L X Q IJL
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ILI=L N J-'J 01 07 T
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SANTA BARBARA-RS ST.THOMAS-L TRITON-TN 3 RO CKgPgORT-RP
a r 4-0U
12,500 gal.eppmx 13,700 gaL appmx 13,500 gal.appmx cu' T•T
i3
x a Page
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a,
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3,$ 3. I
FWI-FJI 3_T VALENCIA-ST 4
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12,000 8a1.eppmx �1b 000 gaOR E x 10,000 gal.eppmx 17N500�O��AP of 7
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3'A rn
3- 3'-T 36' 3 T •fn . .DELRAY-B O
BERMUDA-AL BAJA-SFF
CHESAPEAKE-CP FREEPORT-FP 70a apixm KEY WEST-BFF 9000galapp— 8,100gal.epp= Z
10,500 gal.appro 6,000 gal.appmx 00g 9,000 gal.appm
36 30
� 1' 8' g,
4'�
m
�g Frye F n
1.. .-3 -
3$' 71
9 g 3'ai 16JIJAMAi—CA-LDD
3 ST.LUCIA-CM TROPICANA-MP CARMEL--FF
s MALIBU-CRUD 3,760 gel'alpmx
B4O00 gel.ePPrax. 2,500 gal.appmx. 12,000 gal.epprmc
4,40eGaI.ApPmx CAMB 0000G eppp-N U
3B a
33. �
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T N
o'er U � nA
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CLEARWATER-SP MAUI-MTK Aruba-ARU Barcelona-BAR CLAREMONT-11 L a E o
3,600 gal.epp—_ LAGUNA-LG 2,300 gal..pl— 5.200 Gal.Appr.x. 19,500 gal.eppm<. 11,700 Gal.Appmx o W
10,000 Bal.eppmx 3' �Z.
= t� p m N > n
AVAJLABLET046 Q,a g N I
IN LENGTH 35 r-26' 35 16' Q > Z 0 c
o I c c
t o o -
o Q C E ZD a t o
L L 0 �LL
r
` 4.J 01 C L
3'�" 3'6 6'$" 1� MILAECCTL _j m m E
I 6'6" —�I I T— 3' 2A60 gal.aplm—
PANAMA II-BL —I 6'6" W a
Gallons Very OLYMPIA-FR16 EMPRESS-FR12 �� V N
15,250 gal.appm. 7,600 gal.app—
CANCUN DELUXE-CCX
111500 gal.appr cu
$ 42' 34' 30' J
$ r
> g I
16' fO 15' v
S
L Page
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g 9 3
T
g 7.3'-10' �4
Majesty-FR14 Of 7
� Oceania-BHGI Venice T Coronado-BHBI 11,200 get.epp-
5 z �w 19,300 Gal.Approx. 18,000 gal.eppppmx. 13,000 Gel.Appl.x.
LL
Z0 T43 7S
Y ® F
g
Lo
0
PLACID-BOS REGAL-RG TAHOE-LOS SHASTA-LRS MYSTIC-M Z
475 Gal.Appm ROYAL-RY 600 Gal.App— 450 Gal.Appmx. SUPERIOR-CS 420 GaL Appm ssa cal.Avpm
600 Gal.Appmx 700 Gel.Approx.
9
�s .-0• o• rs• rs•
>g
PLACID SPILLWAY-BOSSW ROYAL SPILLWAY-RSW REGAL SPILLWAY-RGSW TAHOE SPILLWAY-LOSSW SUPERIOR SPILLWAY-CSSW SHASTA SPILLWAY-LRSSW MYSIC SPILLWAY-MSW
475 Gal.Appm 600 Gel.App 600 Gel.App— 450 Gal.Appm 700 Gal.Appmx. 420 Gal.Appm 550 Gal.Appm �---
U cn
,W w � o �
10•-r cn ` S
e'er O per. LLLL
� O
SEMI CIRCLE TANNING LEDGE-TSCT HERMOSA-VFTL O > N m
400 Gd Appm - 200 Gal.Appmx. w Z o e o 0
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POOL-HZE POOL-HZDXS
W 3,800 gai.aPP 2,800 gal.appm
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a
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a
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L'N SWIMMING POOL WRHOITT RECIRCULATION MAIN DRMNS
D. DEBRIS REMOVALSYSTEM
> SUCRW OUTIEIS MSFIiF9
. -9wW WOWS qy`DW G•W (1I
SVE GUTTER D COVER MAY (OFIONAL)DEBRIS v �j F
CONTANMENT
CANT O
Z
WATERLINE
TOPUMP
0 mlR
YND DRAM LOORDIAIN OORLAROER
US•BVENT UN (SUCTION OUTLET) (SU4TI0N OUitEt) CIRCUTATIONLNE MI ` LOW
xc-
IFlEli
ATMOSPHERICV PIPELENGTH
MINDAUM=1c MAAD -30' 1B•MN
OR EOUN.TO 24•MAX ( �
CIRCULATION LINE U
OUT TOOPTHNAL WATERFFANIB:LS)Ri SPA �I
L d,
r'
_NOTES V
1.THEDEBRMS OVALSYSTEMISTOSEMSTALLEOINACCO CEWRIIDRAOIMANUFACNRERSRECOM19ffNDATN)NS O¢xm ¢ceOlaf oOaws LEGEND N �N/ n ,Jn,
2CONT MRTOINSTALLVACUUMNELIEFB MPSYSL NACOORDANCEWIR11019CAUFORNIABUSDWGCODE p flcyµvFg µ�y°[xcFn[uP aavcexFu ♦� & 1 9- p3
S ALL PIPINGTO BE SCHEDULE/0 WC BEARING NSFAPPROVALULLLESSOTHETNSENOTED. AI 7N ,emm� U ) FIBEROFICUCJR O T�OIM r' �/Y ^ P
<.THEFLOORORNNMEETSTHE REGUIREMENf90FANSVASMEA11218 b2VlANOORNN COVEA9 MEETTHE A umitRetet. V e/J E; a
REOUIREMEM90FANSVASME A11219.&1Wl FORANTHWRAND BODY ENTRARAENTAND�/3ANSVMSPACCT SUCTION ENiRAPMELR MTT-�D�� a
AVOIDANCE {1A-� SIOYI&Ii K 3•MANDRAN = 'Ae W Om m LNG m °D
EMS DRAWINGW SUPPLFMENTCONTMCfORSSPECIFMATIONORAWPIGONF FORMEn100.SAN0 1WAY VALVE VI
MATERNLSOFCONSTRUUnON.REFERTOCCNTRACTORSENGBIEEREDANDSFJLL.EDSPEC61G ONDMWNGON >»> RETURN ff
FILEWRHTHEBUBDNGDEPARTMENT. �7 PWMBN.D 0 LL j� x� LL
8.ATTACH PLACARD WHICH STATES TWAT VENT 19 ASWIMMING POOLSAFEIY DEACEANDSHOULDNOT BE TAMPERED WI1H. m
T.THE MA%N1ULIVACUUMWT111 ONESUMP PLUGGEDANOTO RELEASE ASODYENT ENTONTHEQTHERSMPWRLNOTE%DEED eS NC— SPOLOVFR
I MUMSUCTION PIPEMCCOYSIX(M FPSORS9 GPM L ANAP LfL11 m (D O1 M n
S. PROVEDVACUUMRELEASESYSTEMSUCHASTHEVACA WSNRS SYSTcM ISAN ALTERNATNETOTHE OTHER SYSTEMS SHOWN. y A )Z v t�
I.. L 7
\Y a a g ma m
SUGGESTEDDFAR. / r ...
OLL Z O m C 0
vENT covER MAYBEcvrTER OOE lo
IA O
SUCHAS IUYWARD a J
�Aev�n°ceCOAf NOOEL50.1019 w LL
Oaf 0-0 -90•ELEOWS ReA—d by. J 3'O ai
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Em OUN°RANI D \ Seat
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g B pp c
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v 0 NOTES
AITERNATRN:SUCTION OUTLETBSY8IEM Page
MAY INCLUOEION TNEBOTTOMAND ONEON
_ THE VERn PARATE ORONEFALLS
U'� vxexeeavrwr TWO(P)SEPARATEVERTICALWALLS
m usF.sanaam�ewa
a woaemrxmRAwwnal
j DUAL SUCTION OUTLETS IN PARALLEL WITH OPTIONALATMOSWMC VENT SYSTEM_
TO BE NSTALlEO IN ACCORD WRH9118Ce1SOlAIW BN3DW0CWE
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