HomeMy WebLinkAbout50567-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
'a 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 #: 50567 Date: 4/18/2024
Permission is hereby granted to:
Foster Jr, Ro er
820 Gabriella Ct
Mattituck, NY 11952
To: construct accessory in-ground swimming pool as applied for. Pool equipment must be
located in the rear yard with minimum 15' setbacks to lot lines
At premises located at:
820 Gabriella Ct, Mattituck
SCTM # 473889
Sec/Block/Lot# 108.4-7.25
Pursuant to application dated 3/13/2024 and approved by the Building Inspector.
To expire on 10/18/2025.
Fees:
SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $300.00
CO- SWIMMING POOL $100.00
Total: $400.00
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
y' Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov,
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only y', E tC-- I W "
h
PERMIT NO. �" Building Inspector
nMAR
3 2024
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date:
OWNER(S)OF PROPERTY:
Name: PCbV 1 (2, i r b 9 TCTIVI# 1000- 1 VbQ p_y0 00?0 vs
Project Address:
�Sa O &6r% \\a C i�u
Phone#: C _1P
`t2-0 Email:
Mailing Address: BZO or�G\kA C'� � /�• .�-vG�C ((J
CONTACT`PERSON: C�
Name: P 1MQZG P 0
Mailing Address: TO 0
Q>v Z Q Q q 111c4b
Phone#: 3` '!> 2 O I Email: �� IC , LO ✓"n
DESIGN PROFESSIONAL INFORMATION:
Name:
Mailing Address:
Phone#: Email:
CONTRACTOR INFORMATION:
Name: MA-rn ��G
Mailing Address: �X 3OZ OJ U ``O(4 (/
Phone#:4ak7 �� �0 Email I ,
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
then k $ 75.C)6 O
Will the lot be re-graded?Pes ❑No Will excess fill be removed from premises?k4yes ❑No
1
PROPERTY INFORMATION
Existing use of property: Intended use of property:
Zone or use district in which premises is situated', Are there any covenants nd restrictions with respect to
this property? ❑Yes IF YES, PROVIDE A COPY.
Check lox 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,ordinances,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): ?""l—Ithorized Agent El Owner
Signature of Applicant: Gate:
STATE OF NEW YORK)
SS:
COUNTY OF !�Vls_
V kYl O being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the 0,0y-% r(X C"' m—
(Contractor,Ag- t, 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 file therewith.
Sworn before me this
day of G((�n ,2924 �—
NoLaV Pu lic
LY PU IC,BRITTNESTATE O K
LIAM IN SUFFOLK O.01Z-AA63155 l t9UM�IS II ICI E pIRE,'APRIL 28 202 here the applicant is not the owner)
I, blvwj residing at_mo C-A rick 40.- C+.
do hereby authorize MCK9M to apply on
Mhe o'wn of Southold Building Department for approval as described herein.
V_x A P��
/11
Owner's Signatu. Date
PwA t
Print Owner"A Name
2
TABOR ROAD
R=25.00'
L=38.85'
00
N w N
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N 52019 ' o 20" E LOT 265 . 37'
6 3 WI
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�-/ ROOFED Q2-STORY DECK & > 9
cri HOUSE STEPS �, o V
STOOP No. 820 H
& STEPS
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"� LOT 2
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2.2' aAC z
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ASPHALT N 2 CAR Q
a
DRIVEWAY GARAGE
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0 DRIVEWAY WOOD 80 ' 0 a
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ALL DIYENSI S
ARE TO BE FIELD VERIFIED
34'-0" 820 r
COURT
o or1�" TO WASTE MArnGABRI�152
LTER COUNTY OF SUFFOLK
de LINT STATE OF NEW YORK
HAIR
SUCTION STRAINER
lo SKIMMER EA PUMP
AUTO SKIMMER B I R G Y
RESIDENCE
LIGHT BACK TO POOL TAX ID.
108-4-7.2s
PUMP POOL
34' X 14' of DUAL MAIN DRAIN WITH AN OnmttA SpeoM°Qdam
IN—GROUND (3'_6") HYDROSTATIC VALVE AND On dailp 1;rtr�,M- d'.+ri a�
IN—GROUND
POOL COLLECTION TUBE IN GRAVEL BASE' i .d.T p. " �ErgY�wh¢ ¢Thq oA ro be
umd only rdh iF 1 to ddk
FILTER Pro}ec and cm not 10 a aopkd
Enghmmi
STEPS SCHEMATIC PIPING ARRANGEMENT
HEATER RETURN NON—SUP N.T.S.
DUAL MAIN DRAIN DESIGN
WITH STRAINER
(VGB SAFETY ACT
APPROVED DRAINS)
POOL NOTES:
POOL PLAN 1. POOL AND PROPERTY TO CONFORM TO NYS 2020 UNIFORM CODE SUPPLEMENT SECTION R326
N.T.S. 2.POOL SHALL CONFORM TO ANSI/ NSPI STANDARDS R326.3.1.
3.SECTION R326.7 POOL ALARM REQUIRED.
34'-0" 4.ENTRAPMENT PROTECTION REQUIRED SECTION R326.5.
24 �
5.POOL SHALL COMPLY WITH BARRIER REQUIREMENTS SECTION R326.5. I M
— — — — —— —� —— — — —— � 6.POOL SHALL COMPLY WITH INTERNATIONAL ENERGY CONSERVATION CODE SECTION R403.10: R NON pW10 POOL USE ��
b oiw,o aPROHNmour a 3 POOLS AND PERMANENT SPA ENERGY CONSUMPTION (MANDATORY), AS
co
17
SECTION R403.10.1 HEATERS
1924 Odmom Avraruo
SECTION R403.10.2 TIME SWITCHES Ba5marr,Now York 11710
SECTION R403.10.3 COVERS I=hone
(s+e)=
7.THE DESIGN IS BASED ON A DRAINAGE SOIL WITH 1,0% SILT, GROUND WATER SHALL NOT EXIST WITHIN LIMITS OF THE EXCAVATION. IF
W}
OF
GROUND WATER EXISTS WITHIN 6' BELOW GRADE SPECIAL DEWATERING FACILITIES WILL BE REQUIRED. WATER DISPOSAL IS LIMITED TO mu
1E PIE
POOL LONGITUDINAL SECTION
g4P�Yl gPv��,
N.T.S. OWNER'S PROPERTY. w,
8.NO SURCHARGE ALLOWED WITHIN 4' OF SHALLOW END AND 6' OF DEEP END.
9.REINFORCING STEEL SHALL BE INTERMEDIATE GRADE BILLET STEEL WITH A MINIMUM LAP OF 30 BAR DIAMETERS. 07s43°eW L P.E
14'-0" 10. REBAR MALL BE 2' MIN. CLEAR TO EARTH. ow►w�aa
11. POOL WATER SUPPLY BY OWNERS GARDEN HOSE. POOL TO BE KEPT FULL DURING FREEZING WEATHER. PUMP CAPACITY TO BE GENERAL NOTES,
SUFFICIENT TO EMPTY POOL IN 24 HOURS. POOL PLAN,
CR OSS SECTIONS,
12. LOCATION OF PROPOSED SWIMMING POOL AND POOL EQUIPMENT BY OTHERS AND SHALL COMPLY WITH ALL LOCAL ZONING PIPING SCHEMATIC,
o REQUIREMENTS. & POOL DETAILS
00 13. ALL DRAIN COVERS TO MEET ALL REQUIREMENTS OF THE VIRGINIA GRAEME BARKER (VGB) POOL AND SPA SAFETY ACT.
14. THE SWIMMING POOL HAS NOT BEEN DESIGNED FOR USE WITH DIVING EQUIPMENT, FOR DECK LEVEL DIVING BOARD REFER TO ANSI/
APSP/ ICC-5 2011 REQUIREMENTS FOR MINIMUM POOL DEPTH AND INTERIOR POOL DIMENSIONS. PROPOSED GUNITE
~ POOL CROSS SECTION 15. CONTRACTOR SHALL VERIFY SOIL BEARING LOADS PRIOR TO INSTALLATION OF POOL. IN—GROUND POOL
16. SLOPE PATIO SURFACE 9' PER FOOT AWAY FROM POOL
N.T.S.
AQ- 1
ALL DIMENSIONS
ARE TO BE FIELD VERIFIED
10' Minimum Length of Non
EMENT MORTAR JOINT Metallic Conduit with 8 insulated
aENT
" STANDARD copper wire as per NEC wArn�EL r t 2
12 MCOPING
COPING Bross Electric Pull
Boxes 6" Above Water TO
#8 GROUND �TETE OF NEW YM
TO STEELTiLE2-#4 BARS p BIRGY
iv BORDERB BOND N kz" BRAS RESIDENCE
PLASTER BEAM AROUND TAX ID:
toe-4-7.zs
HITCH BA12" RECESSED AN Drustmm bms d
BOTH af AM
3 SECTION PLAN80 �� to be
umd ady vM n et to tM.
to be copled
SKIMMER NITCH DETAIL o*A aaa aA not
Co in N.T.S. Typical Light Box Detail � °' "'o �
_.TP 9 NS.
W. S COPING
BULDING DEPT.
COPING 6x6 Frostproor Veneer Varies -Vary Thickness of NOTE
COPING Raised Pool Wall To Allow For t. THIS yP�OOL SHALL�BEp CAOpN�MSpiR�UCpTFED��NEA LO�aMPpUppAEN,a WITH CHAPTER s of THE
Tile Thickness Of Veneer Plus 6" z Ellpyo'9TIAL BONDING TiIDTTOBE INSTALLED UNDERNEATH THE PAVED
SURFACE DMONG X FROM EDGE OF POOL WITH a/EQUISOND MAY KIT OR
2- BA 6x6 FROST Number of a EQUAL SHALL BE��AND�y��INCONFORMANCE WITH THE 2020
PROOF TILE 2- Steps as WATER LINE O INTERNATIONAL SWIMMING POOL AND SPA CODE
SWIMOUT BARS needed to
4, PLAN SHALL CONFORM TD APPENDIX c OF THE NEW YatK CITY BUILDING GOOF
suit pool 6"x6" FROST PROOF a u NOTES`
depth I TiLE OR MOSAIC
Bars 0 4 Bars "' PATTERN BORDER t. ADDITIONAL
CONTRACTORS DISCRETION.YDROSTATIC.TTHEE NEF UMBER AND LOCATION OF GS SHALL BE INSTALLED�FPLUGS
12" OC O 12" OC See Pool Pla Anti Vortex SHALL BE DETERMINED FROM ACTUAL GROUND WATER CONDITIONS FOUND
for length of DURING EXCAVATION.
pool steps Anti Entrapment LEr a ��MIX SHALL BEA siwD�o SENT RATIO By VOLUME
RADIUS VARIES Main Drain Cover ALL THICKNESS CONCRETE SHAM BE PNEUMATICALLY PLACE AGAINST NATURAL UNDISTURBED
SEE SCHEDULE TO BE CHANGED SOIL.
#4 Bars ® UNIFORMLY L GONER SHALL PROVIDE THE FalOYNNG:
1 12" OC w a APPROXIMATE ELEVATION OF THE POOL
MAIN DRAIN #4 Bars ® 12 OC b. 64'FENCE AROUND THE POOL AREA PER CODE. GATES SHALL BE SELFLOC -2
Typical Section At Shallow End VGBA COMPLIANT Horizontal and WET CO Mt SELF LATCHING �"
C. WET CONCRETE POOL SHALL AT LEAST TWICE A DAY FOR SEVEN DAYS
Vertical d. ASSURANCE THAT POOL LIGHTS WILL NOT BE TURNED ON WHEN POOL IS
Typical Section At Swimout S' a XEMPTYRANCE THAT RUBBER HOSE WILL NOT BE USED TO FiLL POOL AS IT WILL
N.T.S. Typical Section At Raised Bond Beam MARK THE PLASTER FlNSH.
_ N.T.S. IL THIS PLAN ASSUMES A SOIL BEARING CAPACITY OF ONE(1)TON PER SQUARE
COPING FOOT. IF SOFTER CONDITIONS PREVAIL THE CONTRACTORS ALL OVER- EXCAVATE stela
AND BACKFILL W TH COMPACTED FELL TO ACHIEVE: t TSF MINIMUM
1924
SLOPE DECK e.�rma Nw A York 11710
Bond Beam Steel 2-#4 Pbam(ste)7ae-42ID
6"x6" FROST PROOF For Non Expansive Soil Y" DOUBLE MAIN DRAIN
TiLE OR MOSAIC 3 or For Expansive Soil Fax (Ste)7es-aloe
PATTERN BORDER POOL RETURNS SET AT SPACED 3'-0" APART
AU
12" BELOW WATER LEVEL PER CODE OF NE4y
�p4B W �O
REINFORECED GUNITE
WATER LINE RADIUS SCHEDULE SEE PLAN i4 O 12 OC EACH WAYWATER �
0 FT 6 FT 6 FT POOL DEPTH RADIUS O O O O FO_ 0 439 _
a 2 C " THICK 0"4W
Harz n n e WALL T FT 6 FT 6 FT X-r t'-W c RADIUS S.EMILINiM A W.N.LMM My MO
4-Cr 1'-W
2 FT 6 FT 6 FT 4'-6' t'—ar °O DRAIl10
W-0 t.-r 8" THICK 1:7 MAX 10 THICK
3 FT 6 FT 6 FT W-r r-O' FLOOR SLOPE WALL
s'-o' r-e' 1.3
-e" M ANTI VORTEX GUNITE DETAILS
4 FT 6 FT 6 FT e' S-W LOPE
Anti Vortex 7•-a• s'-e" #4 BARS 0 12" OC PLACED ANTI ENTRAPMENT
Anti Entrapment WALL THICKNESS TO 5 FT 6 FT 6 FT 7'-7' 4-0" THORUGHOUT POOL BOTH GRAVEL VGB COMPLIANT
Main Drain Cover ju 4-r HORIZONTALLY AND SUMP MAIN DRAIN COVER
BE CHANGED 6 FT 6 FT 7 Fr e'-6' g'-W VERTICALLY HYDROSTATIC
UNIFORMLY W-V W-O'
a,_e" W-O' RELIEF VALVE
Iji4 Bars ® 12" OC 7 FT a FT a FT tC—e" e,_
MAIN DRAIN Horizontal and POOL DIMENSIONS AND FACILITIES SHAL CONFORM PROPOSED GUNITE
VGBA COMPLIANT Vertical 6 FT BYFT JgFr WITH THE REQUIREMENT FOR A TYPE 1 POOLIN-GROUND POOL
Typical Section At Deep End a FT t Longitudinal Section
N.T.S.
AQ-2