HomeMy WebLinkAbout51238-Z g 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#: 51238 Date: 10/03/2024
Permission is hereby granted to:
Petros A Mamais
179 Executive Dr
Manhasset Hills, NY 11040
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.
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 S400.00
Building Inspector
R
' TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 htt s. Ywww.southoldtownn ov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
PERMIT NO. 2�)c6 Building Inspector; -_-j "
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an O
Owner's Authorization form(Page 2)shall be completed. to
Date: % !I
OWNERS)OF PROPERTY:
Name: P, i p ptv A nI G'4 4 IS CTM#1000-
Project Address: o (7C J�
Phone#: ` "" c{ d Email: U D5 Z ZZCA IV
Mailing Address: 0
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CONTACT PERSON:
Name: W A ti CI U,
11
Mailing Address: "-? tl ILho, do i U S k'3 . L O
Phone#: (� — �3 y r �3 0 Email: V a Da • Cr s
DESIGN PROFESSIONAL INFORMATION:
Name: a IlIa L alpi I
Mailing Address: s 4 L k" (� T , tir (a d i rn tryE.V. �)
Phone#: CdJ Email:
CONTRACTOR INFORMATION:
Name: O t
Mailing Address:
Phone#: rM . �-
DESCRIPTION OF PROPOSED CONSTRUCTION
I*ew Structure ❑Addition ❑Alteration 1:113eppair ❑Demolition Estimated Cost of Project:
❑Other W " $
Will the lot be re-graded? ❑Yes XNo Will excess fill be removed from premises? Dyes OKNo
1
PROPERTY INFORMATION
Existing use of property: i �; Intended use of property, o
6A,
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes g<No IF YES, PROVIDE A COPY.
Check BOX After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. 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,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ord'mances,building code,
housing code and regulations and to admit authorized Inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print name): M 'ot tiZ ri r-J N A (old (� S� ❑Authorized Agent Owner
Signature of Applicant: Date:
STATE OF NEW YORK)
COUNTY OF )
t @ U& L&SL being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the 'r, 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 best of his/her knowledge and belief; and
that the work will be performed in the manner set forth in the application filet'
Richard�IChen ��
Sworn before me this Notan•Public.State of New York
No.02CO6254288
Qualified in Suffolk County
1 day Of , 20 o uali ., .,
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
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
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SCALE: 1/4" = 1'-0" SECT"B" U c w
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GENERAL CONSTRUCTION NOTES �' ° _
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1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. a, a CL
STONE U y E a= D
10"-3500 PSI CAST-IN-PLACE ,� FILL
as adopted by New York State May 12, 2020 & all local codes. CONCRETE WALL
Additional Code Compliance: iiz°REBAR(3) G q
ROLLED FOAM&VINYL COVERED COPING AND WALKWAY BY OTHERS 2020 Energy Conservation Construction Code of New York State, the �, d
CONCRETE STEPS 2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code; ROLLED FOAM
BETWEEN LINER AND o
WATER LINE Fuel gas code; Existing building code; Property maintenance code. CONCRETEr r I
ALL CODES shall supercede the drawings and shall be incorporated into the VINYL LINER °.
drawings WHETHER they are indicated on the Plans or NOT.
2"TO 4"
p 4 D --
° a -I °a CO SAND BED
° D,o co d 2. Written Dimensions take precedence over scaled dimensions .,
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D 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'-0" 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 LU
be the responsibility of the general contractor to verify the depth of all existing footings SCALE: 1/2" = 1'-0" N O
SECTION - A disturbed by construction. CD
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Backfill with clean earth, free of roots and debris. Do not allow height of backfill to exceed w u.i
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 >
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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. H
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.
All Concrete shall conform to the latest ACI standards.
1 R404.1.3.2• Reinforcement for Foundation Walls: Steel reinforcement shall comply with
D D the requirements of ASTM A 615, A 706 or A 996.
Minimum yield strength of reinforcing steel shall be: 40,0000 psi ( grade 40), w o
o required reinforcement shall be in accordance with Table R404.1.2(1) thru Z
o0 o R404.1.2(9).
7. SWIMMING POOLS. Shall conform to Section R326 (2020)
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8. Swimming Pool shall Meet the requirements of ANSI/APSP/ICC -5 American National Standard for Residential
in ground swimming pools and 1996 BOCA Code-section 421, o
2" TO 4"SAND BOTTOM
18'-0" Diving equipment is NOT ALLOWED.
ED ARC
5 �
9. Swimming pool shall be completely and continuously surrounded with a barrier constructed law requirements ,�C��o�� T u N�c���F
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 t ;
in the walls used as a barrier shall have a self latchingdevice, access gates shall comply with section R326.5.2. �I
g p Y
SCALE: 1/4" = V-0" and must be self closing, self latching and be securely locked when pool is not in use or supervised. All Gates
are to open OUT from the Pool Area. °9j• or 10p
FOF NE��
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AMENDMENT 0
cD
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o WATER SURFACE APPROX.
3" BELOW BOND BEAM
LADDER IN ACCORDANCE WITH 702A OF THE 21115 z
INTERNATIONAL SWIMMING POOL AND SPA CODE. CN 00
T (o
co THE
IN ACCORDANCE WITH 809.5 OF THE Q
32'-0" THE INTERNATIONAL SWIMMING POOL & SPA W
1�-0° 1 -0° i
CODE OF 2015 0 E— z
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MANDATORY ROPE FLOOR TO WALL TRANSITIONS RADIUS MAY VARY DEPENDING ON 0
AND FLOAT 12" CONTRACTOR OR OWNER DESIGN INTENT. RADIUS SHALL NOT _
"INCHES"FROM
c SLOPE CHANGE BE LESS THAN 1-FOOT AND SHALL NOT EXCEED 5 FEET. C.7UJ
00 STEPS
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NOTE: w 0
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CONSTRUCTION TOLERANCES SHALL W W U-
Je CONFORM TO 803.1 O 1.- 0
OF THE INTERNATIONAL SWIMMING
AND SPA CODE. Q„ (,l,J z
SECTION - A DIVING WATER ENVELOPES O J
SCALE: 1/4" = 1'-0" SHALL CONFORM TO SECTION 804CD ('
OF THE INTERNATIONAL SWIMMING
AND SPA CODE.
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POOL PLAN w U c U c
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SCALE: 1/4" = V-0" c U y ° 0 4 `°
N O� �� 4a.
O y '2 C t5 '> 0
0 3 L = c y 3 ra m
POOL PERIMETER: 120 FT 1. DEPTH AND SHAPE OF POOL TO MEET THE 2020 NEW YORK STATE CODE FOR o o g e g N y
POOL AREA: 800 SF SWIMMING POOL AND SPA.
POOL VOLUME: 34408 GAL APPROX. s r=c ° N 0`O p 3 s o
2. A MEANS OF EGRESS FOR BOTH THE DEEP END AND THE SHALLOW END OF ' ° ` E E t c
L V,�55 m L— d V O d
THE POOL MUST BE PROVIDED IN ACCORDANCE WITH THE 2020 NYS .z= a y o
SWIMMING POOL AND SPA CODE SECTION 809. FE u y to a @ E a-o c.
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 POOL AND LADDER MANUFACTURER SHALL BE POSTED IN
ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS PRIOR TO FINAL INSPECTION.
COPING &SUCTION ENTRAPMENT AVOIDANCE IS TO BE INSTALLED IN ACCORDANCE
2 DRAI
J�ll WITH ANSI/APSP/ICC-7.
_
—_ co 6. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM AND A DRAIN.
Q
7. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANOR WITH THE TOWN OF SOUTHAMPTON.
U
o WATER LINE 8. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 40.
cv) SPICES TO BE LAPPED A MINIMUM OF 24 INCHES MINIMUM CLEARANCE BETWEEN PARALLEL
> TILE FACING BARS IS 2-1/2".
�C 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 cn
CONT. BOND MINIMUM 8" THE STRUCTURE REINFORCING MUST BE INSTALLED PRIOR TO PLACEMENT OF CONCRETE. N o
co
BEAM DEPTH LESS THAN 4'-0" GREATER THAN 4'-O" 11. SHOTCRETE(GUNITE) TO BE INSTALLED IN CONFORMANCE WITH NYS COPDE AND SHALL >
ALL AROUND MARBLE DUST HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. SHOTCRETE/GUNITE IN c 0
TIES a- 72" OC FINISH CONTACT WITH SOIL SHALL BE IN ACCORDANCE WITH ACI 318 SECTION 4.3
HORIZ. 12" 6" FOR CONCRETE EXPOSURE TO SULFATE AND AS DIRECTED BY 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 SPATHROUGH THAT WALL. ONE OF ~
UNDISTURBED VERT. 12!' 6 THE FOLLOWING SHALL BE REQUIRED.
SOIL A. OPERABLE WINDOW HAVING A SILL HEIGHT OF LESS THAN 48"ABOVE THE INDOOR FINISHED FLOOR
1500 PSF MIN. AND DOORS SHALL HAVE AN ALARM THAT PRODUCES AN AUDIBLE WARNING WHEN WINDOW , DOOR
BEARING r OR THEIR SCREENS ARE OPENED.
FLOOR 12 EW Ek B. A SAFTEY COVER THAT IS LISTED AND LABELED IN ACCORDANCE WITH ASTM F 1346 IS INSTALLED
CAPACITY FOR THE POOLS AND SPA. W f,,
C. AN APPROVED MEANS OF PROTECTION, SUCH AS SELF-CLOSING DOORS WITH SELF-LATCHING DEVICES a
IS PROVIDED. SUCH MEANS OF PROTECTION SHALL BE PROVIDED A DEGREE OF PROTECTION THAT
IS NOT LESS THAN THE PORTECTION AFFORDED BY ITEM 1 OR 2. w 0
-�- 13. PRIOR TO FILLING THE POOL, SHALL BE COMPLETLEY ENCLOSED BY A 48" MIN. HIGH
i �/ E-� d ,� .-� °�
i R 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 N
D AP
v
NOTE: SWIMMING POOLS ARE DANGEROUS WHEN USED IMPROPERLY, �. , rye VU
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) I j! APR 14
ON THIS POOL
IT IS THE RESPONSIBILITY OF THE POOL BUILDERS, TOWN OFFICIALS, AND POOL OWNERS TO FOLLOW ALL ? .�
SAFETY GUIDELINES OF THE A.P.S.P., LOCAL ORDINANCES, AND EQUIPMENT MANUFACTURERS.