HomeMy WebLinkAbout51238-Z tof sft/ `o Town of Southold
* P.O. Box 1179
aoA 53095 Main Rd
Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 47090 Date: 05/26/2026
THIS CERTIFIES that the building IN GROUND POOL
Location of Property: 1900 Gillette Dr East Marion, NY 11939
Sec/Block/Lot: 3 8.-2-20
Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 08/12/2024
Pursuant to which Building Permit No. 51238 and dated: 10/03/2024
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 inground swimming pool fenced to code as applied for.
The certificate is issued to: BMB Homes Inc
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE: 25-909 10/30/2025
PLUMBERS CERTIFICATION:
(Autho ed Signa e
o�'�,ofS0101 ° TOWN OF SOUTHOLD
6 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#: 51238 Date: 10/03/2024
Permission is hereby granted to:
BMB Homes Inc
170 S Penataquit Ave
Bay Shore, NY 11706
To:
Construct an inground swimming pool accessory to a new single-family dwelling as applied for. Pool
and pool equipment must maintain a minimum side and rear yard setback of 5 feet.Amended
4/15/25 -changed to a gunite pool.
Premises Located at:
1900 Gillette Dr, East Marion, NY 11939
SCTM#38.-2-20
Pursuant to application dated 08/12/2024 and approved by the Building Inspector.
To expire on 10/03/2026.
Contractors:
Required Inspections:
FOOTING/REBAR, ELECTRICAL- ROUGH, ELECTRICAL- FINAL, DRAINAGE, FINAL,
Fees:
SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00
CO Swimming Pool $100.00
Total $400.00
Building Inspector
East End Inspection Agency, LLC
P.O. Box 35
East Quogue, New York, 11942
(631) 594-2272 Fax(631) 594-2598 E E
office@eastendinspectionagency,com Fart Fnd InrnPrtinn AnPnr
CERTIFICATE OF ELECTRICAL COMPLIANCE
This Certificate of Compliance is limited to the inspection and compliance of electrical equipment and/or work
described below, installed by the applicant and not after the final inspection date listed. (�
Owner: Marianna August Date: October GE
Address. 170 S. Pemataquit Ave Certificate No: 25-90�
Bayshore, NY 1170610
Location of Pro a Inspected NOV 2025
1900 Gillette Dr, East Marion, NY 11939
STCM 1000 Section: 038 Block: 02 Lot: 020 Permit 7 ��
[X] New
[X] Residential
[X] Swimming Pool i
GFCI Receptacles - 2 Special Rec. - 1-20 Amp
Swimming Pool - 1- inground Pool Lts -2 low voltage
Time Clock - 1-Intermatic 4- Corners Bonded
.05 Ohms of Grounding Resistance
1-4-40 Amp Intermatic
Switches- 1
GFCI Breakers - 1 2pole 20
Pool Pumps - 1 1 hp
Pool Heater- 1- Gas
.00 Volts/Current
Date of Roughing Inspection: Date of Final Inspection: 10/3/2025
The electrical work and/or equipment described above were inspected and appear to be in compliance with
local, state and national electrical code requirements at the time of inspection.
Installer Big Bear Electric License 43841 ME
460 Carnation Rd
Shirley , NY 11967
Electrical
Edward Seltenreich
OF SOUIyo�
TOWN OF.SOUTHOLD BUILDING.DEPT.
°`y����►��� 631-765-1802
INSPECTION
OUNDATION 161!T/�R 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 [ ] RENTAL
EMA KS- I <
usvl I�/ S
J/
DATE �?� INSPECTOR
OF SOUTy�
# # TOWN OF SOUTHOLD BUIL ING DEPT.
o to�a� 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] .FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [X] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: ADO
DATE 0 �J �5 INSPECTOR
�a3� ho��OF 50UlyOlo
TOWN OF SOUTHOLD BUILDING DEPT.
couffm '� 631-765-1802
INSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [v�IFINAL /�P
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
r
U.�rt�+�J C`-";4=� �/ ��.��-LJ^ri?�5 �!'l .✓ � � �L� ti, ' ✓ � tom`?:;C!�'�
DATE �'a -o?S INSPECTOR
�DE C E HE
I EW,31
S E P 3 2025
PAVING AND SEALCOATING CORP Bu;ldinag Department
Town of Southold
- ra rm r- n a rn
EMJ PAVING AND SEALCOATING CORP
78 EASTWOOD BLVD. CENTEREACH, NY 11720
(631) 894-7241
(631)436-8189
avingcorpQgmail.com
Date: 8/8/2025
To Whom It May Concern,
This letter confirms that no rebar or metal mesh has been installed in the pool coping or
patio area at the property located at 1900 Gillette Dr, East Marion, NY 11939.
As a result, no metal is present that requires bonding in these areas.
This letter is provided for documentation purposes.
Sincerely,
Nicole Tierra
Secretary
EMJ Paving and Sealcoating Corp
Meyer, Nancy
From: Meyer, Nancy
Sent: Tuesday, September 9, 2025 2:40 PM
To: 'Kyle Elardo'
Subject: 1900 Gillette
Good afternoon Kyle,
Just wanted to follow up regarding the pool barrier in East Marion. I went past it today to verify the fence installed
along the rear property line- I couldn't see what it was based on the pictures.So that part is ok, however the gate is still
incorrect. While you did change the swing so it opens out,you moved the latch mechanism to the outside as well. The
mechanism needs to stay on the inside of the pool fence,while the gate opens out. The gate also needs to be tension
loaded so it closes and latches shut all on its own.
Please advise when those corrections are made so I can take a look at the gate again.
Thanks,
Nancy
.fancy-Weyer
Building Inspector
Town of Southold Building Department
Annex Building
54375 Main Road
Southold,NY 11971
(631) 765-1802
1
?IELD INSPECTION REPORT DATE COMMENTS
FOUNDATION (IST) I — --
--------------------------------
FOUNDATION (2ND) �6
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ROUGH FRAMING&
PLUMBING OQ
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INSULATION PER N.Y. Q y
STATE ENERGY CODE
Gr' �✓ w o rr,
Poe. _ 'K
FINAL
t1///�2sLvS2 --
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ADDITIONAL COMMENTS
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Q��g�fFlllK�OG, TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Way • oil Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov
Date Received
APPLICATION FOR BUILDING PERMIT
ode
. � D
For Office Use Only ^ � s
. V
PERMIT NO. 5 I Building Inspector: �J AUG
Appllcahons andforms must be;filled out in their entirety Incomplete IDG 13��•1"
apphcatlons will not be accepted Whare the Applicant is not the owner,an $ �F SO
; .
Owner CAuthor zation,form(Page 2)shall be completed, 1100
Date: I
OWNERS)OF PROPERTY
Name: VIA I A(L i Pu G+4 S* SCTM#1000-
Project Address: 0 Gil f 8,44 t7C Jl ` A&N "OK,oh
/1
Phone#: s ` _ 3 y q a Email: O d 17 q Z 7.2.. B 2—2- 1-tt OL.CA
Mailing Address: )"7 0 P e, in a vt tA' iq Vg.. S vv V7 U
CONTACT'PERSON:
Name: ; ArJrjA L.
Mailing Address: 1"7 'J S0' Chq�a tAl�-
Phone#: (d — �3y — t303 mail: V o DRY ZN F �_Z •l- A l+• L
DESIGN PROFESSIONAL INFORMATION
Name: a� 1 CJ
Mailing Address: S-0 1„( 1 Q. L r A WUA& Y, �rr tit
Phone#: C� — (� -33 J Email: C4 C i v 0 b Ai- P a • Con'`
CONTRACTOR INFORMATION
Name: ` Ctn t
Mailing Address: Li o ro% 41 i A vr AS • G
Phone#: Email: i v 0r c
DESCRIPTION OF PROPOSED'CONSTRUCTION
rANew Structure ❑Addition ❑Alteration ❑Repa'%i
air ❑Demolition Estimated Cost of Project:
❑Other W S W; MM• $
Will the lot be re-graded? ❑Yes XNo Will excess fill be removed from premises? ❑Yes IKNo
1 �
PROPERTY IN"FORMATIO,N
Existing use of property: Intended use of property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes-KNo IF YES, PROVIDE A COPY.
Check Box After Reading: The owner/contractor/deslgn'professional is"responsible.forall drainage and storm water issues as provided by "
Chapter 236 of the Town Code: APP6ICATION.IS HEREBY MADE to the Budding Department for4he issuance of a Building`Permit pursuant to the Building Zone"
0rdinence'of the Town of:Southold,Suffolk,County,New York and other applicable Laws,Ordinances orRegulations,forthe:construction of tiuddings,
-ad iitlons,alterations orforremoval or demolition"as•herein described The:appiicant agrees,to com ithply:w all;appli"cablelaws,ordinances,building code,
. .
housing code and regulations and to admit authorized inspectors,on premises,and m buildmg(s)•fornecessary,inspections.False statements made herein are
puriisliable'as a Class A"misdemeanor.pursuant to Sectrori 2i0 45 of the New,York State Penal Law.
Application Submitted By(print name): M Of R�M 0 N A nu �, (�, S� ❑Authorized Agent *wner
Signature of Applicant: Date: II�q
STATE OF NEW YORK)
5 : rr
COUNTY OF \ )
/1M ekk� A(-N A U (3 l.ti S� being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the ()W C, Q-�
(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 biie
no ledge and belief; and
that the work will be performed in the manner set forth in the application file
Cohen
Sworn before me this Notary Public.State of New York
No.02CO6254288
Qualified in Suffolk? Countv
1 day of , 20 Commission Fcnires.lanuag-17 20 er
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
S
�
�j1�5 EC� C� � N E a
r J U L 2 5 2025
BUILDING DEPARTMENT- Electrica I actor
y�o�� c°may TOWN OF SOUTHOLD
epartrreent
c z Town Hall Annex - 54375 Main Road - PO'Nuco
llrtBi�v��outhoid
o • 1� Southold, New York 11971-0959
yjj0 a0� Telephone (631) 765-1802 - FAX (631) 765-9502
jamesh southoldtownny.gov seand cr southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: 7/21/2025
Company Name: Big Bear Electrical Contracting
Electrician's Name: Paul DeLucia
License No.: ME-43841 Elec. email: office@bigbearelec.com
Elec. Phone No: 631.760.1997 ✓❑I request an email copy of Certificate of Compliance
Elec. Address.: PO Box 606, Yaphank, NY 11967
JOB SITE INFORMATION (All Information Required)
Name: Marianna August
Address: 1900 Gillette Drive
Cross Street:._Midland..Place
Phone No.: 516.234.8303
Bldg.Permit;#: : Gj,r��j� email: goodbizznezz@aol.com
Tax'Nlap QJstdct:-,: '.1000: Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Pool Inspection
Square Footage:
Circle All That Apply:
!s job ready for inspection?: u YES ❑ NO ❑Rough In ❑ Final
Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter#
❑New Service❑.Fire Reconnect❑Flood Reconnect[-]Service Reconnect❑Underground❑Overhead
# Underground Laterals 1, 2 F H Frame Pole Work done on Service? Y N
Additional.Information:
_: PAYAAENT DUE WITH APPLICATION
LAND N/F OF
TOWN OF SOUTHOLD
(RESERVED-VACANT)
i0 UP
N 64051'10" E 100.00' +�y
+1�ti o PROP.
IFNC. \ 6 POOL 1�6
22.8W EQUIP. PROP. " PROP. ::5X. '
IA S.T. D.B.
C) N --1. nc
m�O V1~? v
PROPJA
Z Z w o- n o CONTROL 10' MIN. r r cn
o v:o x z• PANEL c� c) n
O r 29.0' 4 O
00
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ca LOT 15 immPROP c:" � OD v
M 10,500 S.F-STEQr P �^^ °w° PROP. 10' MIN. z F. i
m I p (WOODED) °'� R OPS PROP. W.S.
w
o„ A PROP -. BY ROY K. REISSIG, P.E.
y O C.E. +,�� w — O o o EL. 11.5 '
�„ a ()s GARAGE v DRIVE PROP. (31 � 7/2/2024 o
" I �i O w 36.0 p o
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13.5 PROP. ❑A.C.
m r•, PROPANE � PT TOPSOIL �
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i r ROA o SM BROWN
w N F�Fc I z SILT N
�� w SP BRN. SILTY
SYST. v ¢ SAND & o
No. 1 GRAVEL
1yh 1 g (CLEARED) z O
, UP � SM COBBLES
FNC.
x 4' C.LF.
FNC. x GATES ""' 6' PVC FNC, o c
21.7W „mcnp En O c0
S 64'S1'10" W B.B. CURB 100.00' w SP BRN. SAND b r
& GRAVEL r i
„< I B.B. CURB PALE BROWN
n ASPH. DRIVE E
SAND &
„z LOT 14 I GRAVEL N
I' (D WELLING) m
WET PALE
o SP BROWN
SAND & co
GRAVEL
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TESTHOLE DATA
CERTIFIED TO:
D� NEw l"p I I
�N�. 8F CLEA VES
POINT I
_ ROAD
THE E �F WAY
AND E OFR�E` RD IF —
ANY, cfs' T
GUARAN LAND S
NOTES:
1. ELEVATIONS SHOWN REFER
UNAUTHORIZED ALTERATION OR ADDITION TO NAVD 88 DATUM
TO THIS SURVEY IS A VIOLATION OF 2. EXISTING GROSS FLOOR AREA
SECTION 7209 OF THE NEW YORK STATE FIRST FLOOR = 977 S.F.
EDUCATION LAW. SECOND FLOOR = 942.7 S.F.
COPIES OF THIS SURVEY MAP NOT BEARING GARAGE = 242 S.F.
THE LAND SURVEYORS INKED SEAL OR 3. THERE ARE NO SURFACE WATERS\
EMBOSSED SEAL SHALL NOT BE CONSIDERED WETLANDS WITHIN 300 FEET OF
TO BE A VALID TRUE COPY. SUBJECT PROPERTY
4. PROPOSED SANITARY SYSTEM IS
GUARANTEES INDICATED HEREON SHALL RUN A CEN 5 IA SEPTIC TANK AND
ONLY TO THE PERSON FOR WHOM THE SURVEY 1-8' DIA. 12 V.FT. LEACHING POOL
IS PREPARED, AND ON HIS BEHALF TO THE FOR A 4 BEDROOM MAX. DWELLING
TITLE COMPANY, GOVERNMENTAL AGENCY AND DRAINAGE CAI CULA71ONS: 5. ALL DWELLINGS WITHIN 150' OF
LENDING INSTITUTION LISTED HEREON, AND SYSTEM No. 1 PROPOSED SANITARY SYSTEM
TO THE ASSIGNEES OF THE LENDING INSTI- ROOF AREA = 1220 S.F. x 2/12 x 100% = 204 CU. FT. ARE ,CONNECTED TO PUBLIC
TURON, GUARANTEES ARE NOT TRANSFERABLE. USE 2-8' DIA. 3 V.FT. = 252 CU. FT. ACT. CAP. WATER SUPPLY.
SURVEY OF: LOT 15
MAP OF MARION MANOR
FILED MARCH 18, 1953 FILE No. 2038 KENNETH H. BECKMAN L.S.
SITUATED IN: EAST MARION Surveying and Land Planning
1814 Middle Country Road
TOWN OF: SOUTHOLD Suite D
Ridge, N.Y. 11961
SUFFOLK COUNTY, NEW YORK (631) 345-9427
FAX (631) 345-9429
DATE: 412612024 JOB NO. B24-22531 SCALE: ' 1" = 20'
DIST. SEC. BLK. LOT
S.C.T.M. NO. 1000 038 02 020 REV. DWELLING 10/3/2024
ADD PROP. SANITARY 8/12/2024
B.O.H. SURVEY 6/18/2024 B24-22598
P `
Rood
APPROVED AS NOTED
oA�� 1 B.P slabs
F O D 00 BY: COMPLY WITH ALL CODES OF
NOTIFY BUILDING DEPARTMENT AT NEW YORK STATE&TOWN CODES
AS RMIJIND AND CONDITIONS OF
31-765-1802 8AM TO 4PM FOR THE
6
FOLLOWING INSPECTIONS. S TOWNZB�
FOUNDATION-TWO REQUIRED
I��B
FOR POURED CONCRETE
ROUGH-FRAMING$PLUMBING N.YD�
INSULATION
FINAL-CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR �vIMMEDIATELY11
DESIGN OR CONSTRUCTION ERRORS ENCLOSI ,F(OOL TO CODE
UPON COMPLETION
BEFORE"WATER"
ELECTRICAL.
INSPECTION REQUIRED
RETAIN STORM WATER RUNOFF
PURSUANT TO CHAPTER 236
OF THE TOWN CODE
J
O
O
CHECK VALVE POOL PUMP run.
V
-,► Z
7
TO
36'-011 DISPOSAL
1011 10" DRYWELL /
U)
C,4 Z ry
DIVERCD VALVE
TER CV) O O
v �4 v , • °a v ' v a v • v =4 v v :a v �- ' • v °4 v r o POOL /X ry
D oa •p v A .p a •p a p a P ° e A p W
4
.° W
o Z
-1 b o f—
o° LL POOL FILTER Z
e p. —011 7_011 _011 ,
O
12' 41-011 N
Q 4 TZ
%
SLOPE TYP. Z >
b _ ry O
06 a FLAT q
° FLAT 8'-O" ?2 TO RETURNS = W
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SECT"A" p O O
a CHECK VALVE--� 01 WZ
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PLUMBING SCHEMATIC
~°�• � MATIC
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a O U N C 1p f0
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PLAN c N
moo Q a u N C° Y
C a U to L >� 7 O_� g O
Q7 N � C O f6
SCALE: 1/4" = 1'-0" SECT"B" ° N 3 L c a m a s
a, C N U N
O O U 0 0 C a N +L+
C N
COPING AND WALKWAY L L rn N � N m a o f
� � c c� m �
GENERAL CONST BY OTHERS z �ooiT uoE Uat
RUCTION NOTES
WATER LINE '=4" L) M
`GV6r m2 2 m °°' oLUSHED � o �.0 = t� ° o "
1. All (construction shall conform to the 2020 Residential Code NEW YORK STATE. o, °, a STONE N �° �° E
10"-3500 PSI CAST-IN PLACE FILL
as adopted by New York State May 12, 2020 & all local codes. CONCRETE WALL
Additional Code Compliance: 1/2"REBAR(3) � � CD
ROLLED FOAM&VINYL COVERED COPING AND WALKWAY BY OTHERS 2020 Energy Conservation Construction Code of New York State, the �*
CONCRETE STEPS 2020 BuildingCode of New York State; Plumbing code; Fire code; Mechanical code; ROLLED FOAM
g BETWEEN LINER AND p
WATERLINE Fuel gas code; Existing building code; Property maintenance code. CONCRETE �. ° �
ALL CODES shall supercede the drawings and shall be incorporated into the VINYL LINER
drawings WHETHER they are indicated on the Plans or NOT.
D
- 2"TO 4"
IL
p ° °a O SAND BED
-;1117 2. Written Dimensions take precedence over scaled dimensions
'p. •p.
3. The contractor prior to the start of construction shall verify all UNDISTURBED EARTH
dimensions, existing or new and be responsible for field fit.
2" TO 4"SAND BOTTOM
4. The electrical systems, plumbing systems and solar energy systems,
shall be installed in accordance under latest State approved Building Codes.
All systems are to be designed, installed, & specified by the general contractors;
Electrical certificates are to be provided by the electrical contractor.
36'-011 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity o
of 2000 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall WALL SECTION w
be the responsibility of the general contractor to verify the depth of all existing footings SCALE: 1/2" = V-0" N O
SECTION - A disturbed by construction. CDU)
Q
Backfill with clean earth, free of roots and debris. Do not allow height of backfill to exceed r w
SCALE: 1/4" = V-0" the hieght of the water in the pool by more than 8 inches, or the water to exceed backfill by more than 8 inches. z >
w
Place concrete on sandy or loam soil, remove any clay deposit and repace with compacted clean backfill.
TABLE R401.4.1 subscript b: Where the building official determines that in-place soils
With an allowable bearing capacity of less than 1,500 psf are likely to be present at the site,
the allowable bearing capacity shall be determined by a soils investigation.
OPING AND WALKWAY BY OTHERS
6. Cast-in-place concrete shall be air entrained; 5% < 7% total air content by volume and have
WATER LINE an ultimate compressive strength at 28 days of 3500 psi. Except exposed slabs, ►'°�
garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4.
AIII Concrete shall conform to the latest ACI standards.
C, 4 11 181.011 1 11 °a R4�04.1.3.2; Reinforcement for Foundation Walls: Steel reinforcement shall com I with W
d- 4 4-0 10-0 4-0 D.. the requirements of ASTM A 615, A 706 or A 996. p Y a
Minimum yield strength of reinforcing steel shall be: 40,0000 psi ( grade 40),
o required reinforcement shall be in accordance with Table R404.1.2(1) thru W
0
aO o R404.1.2(9).
0
U L
N •? M �
7. SWIMMING POOLS. Shall conform to Section R326 (2020) ,o ,
0
8. Swimming Pool shall Meet the requirements of ANSI/APSP/ICC -5 American National Standard for Residential x -�
in ground swimming pools and 1996 BOCA Code-section 421, o M Cz
2" TO 4"SAND BOTTOM
18'-011 Diving equipment is NOT ALLOWED. -
ED,qq
9. Swimming pool shall be completely and continuously surrounded with a barrier constructed law requirements � Ri J of section R326.4.2.1 through R326 4.2.6 of the NYS Residential Code. Dwelling walls may serve as part of
SECTION - B the pool barrier as per section R326.4.2.8 and condition (1) are Met. Operable windows ,�
in t1he
as a
section
11 _ 1 11 and must self closing,barself latcrier hing and beve a securely locked whens gates shall comply of is not n use or supervised. All Gates
�'�r
SCALE: 1/4 - 1 -0g Y p p
are to open OUT from the Pool Area. �'4j� 19m oQ'�
P,)P# ] P,3 8 — Road
_J
AMENDMENT 0
0
/ Vb
Z
o WATER SURFACE APPROX.
3" BELOW BOND BEAM U)
�ILADDER IN ACCORDANCE WITH 702.4 OF THE 2105 zry
(INTERNATIONAL SWIMMING POOL AND SPA CODE. M O O
�1
to T STEPS IN ACCORDANCE WITH 809.5 OF THE Q
THE INTERNATIONAL SWIMMING POOL & SPA
co W
32'-0" CODE OF 2015 I— Z
1'-0" 1'-0" o z w
31 Q 0
0
MANDATORY ROPE FLOOR TO WALL TRANSITIONS RADIUS MAY VARY DEPENDING ON W O
AND FLOAT 12" CONTRACTOR OR OWNER DESIGN INTENT. RADIUS SHALL NOT _
o „INCHES"FROM BE LESS THAN 1-FOOT AND SHALL NOT EXCEED 5 FEET.
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CONSTRUCTION TOLERANCES SHALL W W U-
32'-0" COOT E INTERNATIONAL SWIMMING Q I_
AND SPA CODE. a- W Z
SECTION - A O 0
DIVING WATER ENVELOPES J
SCALE: 1/4" = V-0" SHALL CONFORM TO SECTION 804 (D
OF THE INTERNATIONAL SWIMMING
AND SPA CODE.
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POOL PLAN � _� � o � 0 a
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SCALE: 1/4" = 1'-0"
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POOL PERIMETER: 120 FT 1. DEPTH AND SHAPE OF POOL TO MEET THE 2020 NEW YORK STATE CODE FOR a o o g N�90"G
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POOL AREA: 800 SF L A. V,z _ p 3 w
POOL VOLUME: 34408 GAL APPROX. a-o o � co = p
2. A MEANS OF EGRESS FOR BOTH THE DEEP END AND THE SHALLOW END OF ° ° _2 a m �" "
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THE POOL MUST BE PROVIDED IN ACCORDANCE WITH THE 2020 NYS ? z'=r a 2 w I _ o
SWIMMING POOL AND SPA CODE SECTION 809. a = = L= ° ° 8 o m
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3. EQUIPOTENTIAL BONDING MUST BE PROVIDED IN ACCORDANCE WITH THE
NATIONAL ELECTRICAL CODE NFPA 70.
4.SAFTEY SIGNAGE SUCH AS " NO DIVING" SIGNS AND OTHER SAFETY USE INSTRUCTIONS
SIGNS THAT ARE PROVIDED BE THE POOLAND LADDER MANUFACTURER SHALL BE POSTED IN
1-011 ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS PRIOR TO FINAL INSPECTION.
5.SUCTION ENTRAPMENT AVOIDANCE IS TO BE INSTALLED IN ACCORDANCE
DRAI COPING WITH ANSI/APSP/ICC-7.
6. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM AND A DRAIN.
Q 7. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED U
O ROVED MANOR WITH THE TOWN OF SOUTHAMPTON.
o WATER LINE 8. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 40.
' W SPICES TO BE LAPPED A MINIMUM OF 24 INCHES MINIMUM CLEARANCE BETWEEN PARALLEL
M > TILE FACING BARS IS 2-1/2".
�Q 9. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF. CONCRETE SHALL BE PLACES AGAINST
3" WALL AND FLOOR STEEL REINFORCING UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 90% COMPACTED FILL.
(4) #3 BARS CLR. THICKNESS 10. GROUNDING/BONDING PER THE LATEST ADOPTED EDITION OF THE NATIONAL ELECTRIC CODE OF N
CONT. BOND MINIMUM 8 THE STRUCTURE REINFORCING MUST BE INSTALLED PRIOR TO PLACEMENT OF CONCRETE. N o
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BEAM DEPTH LESS THAN 4'-0" GREATER THAN 4'-O° 11. SHOTCRETE(GUNITE)TO BE INSTALLED IN CONFORMANCE WITH NYS COPDE AND SHALL <
ALIL AROUND MARBLE DUST HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. SHOTCRETE/GUNITE IN E 0
TIES @ 72" OC FINISH HORIZ. 1211 6" OR CONCRETE CONTACT WITHSEOXIPOSURE TO SULFATE AND S DIRECTEDSHALL BE IN ACCORDANCE WITH ACIIBY LOCAL BUILDING OFFICIAL.
12.WHERE A WALL OF A DWELLING OR STRUCTURE.SERVES AS PART OF THE BARRIER AND WHERE
DOORS OR WINDOWS PROVIDE DIRECT ACCESS TO THE POOL OR SPA THROUGH THAT WALL. ONE OF TT�
UNDISTURBED VERT. 12" 611 THE FOLLOWING SHALL BE REQUIRED. V
SOIL A. OPERABLE WINDOW HAVING A SILL HEIGHT OF LESS THAN 48"ABOVE THE INDOOR FINISHED FLOOR
AND DOORS SHALL HAVE AN ALARM THAT PRODUCES AN AUDIBLE WARNING WHEN WINDOW , DOOR ��yy
1500 PSF MIN. OR THEIR SCREENS ARE OPENED.
BEARING FLOOR 12" EVV 611 E1AI B. A SAFTEY COVER THAT IS LISTED AND LABELED IN ACCORDANCE WITH ASTM F 1346 IS INSTALLED �
CAPACITY �j FOR THE POOLS AND SPA. W N
C. AN APPROVED MEANS OF PROTECTION, SUCH AS SELF-CLOSING DOORS WITH SELF-LATCHING DEVICES
IS PROVIDED. SUCH MEANS OF PROTECTION SHALL BE PROVIDED A DEGREE OF PROTECTION THAT U rA
IS NOT LESS THAN THE PORTECTION AFFORDED BY ITEM 1 OR 2.
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13. PRIOR TO FILLING THE POOL, SHALL BE COMPLETLEY ENCLOSED BY A 48" MIN. HIGH cz
TYR WALL SECTION FENCING AND GATES WITH NO OPENINGS GREATER THAN 4 GATES TO BE _� M
SELF LATCHING AND SELF-CLOSING. LATCH SHALL BE MIN 54 ABOVE GRADE.
SCALE: 1 /2" = V-011
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NOTE: SWIMMING POOLS ARE DANGEROUS WHEN USED IMPROPERLYJ Hi
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NEVER DIVE IN THE SHALLOW END OF ANY POOL. CONSULT WITH THE DIVING BOARD AND SLIDE
MANUFACTURERS AND THE ASSOCIATION OF POOL AND SPA PROFESSIONAL (ALEXANDRIA VA, 703-838-0083) .
PRIOR TO INSTALLING DIVING BOARDS AND OR SLIDES ON THIS POOL TO ENSURE THE POOL MEETS THE
EQUIPMENT MANUFACTURERS MINIMUM STANDARDS FOR ALLOWABLE INSTALLATION OF THEIR PRODUCT(S) 2025 ` ..
ON THIS POOL.
IT IS THE RESPONSIBILITY OF THE POOL BUILDERS, TOWN OFFICIALS, AND POOL OWNERS TO FOLLOW ALL
SAFETY GUIDELINES OF THE A.RS.P., LOCAL ORDINANCES, AND EQUIPMENT MANUFACTURERS.
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