HomeMy WebLinkAbout46411-Z ��o�Og�FFOL Town of Southold 10/15/2022
a P.O.Box 1179
o -
�' m� 53095 Main Rd
4�, o�'`r Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 43488 Date: 10/15/2022
THIS CERTIFIES that the building IN GROUND POOL
Location of Property: 2915 Stanley Rd,Mattituck
SCTM#: 473889 Sec/Block/Lot: 106.-8-71
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
6/1/2021 pursuant to which Building Permit No. 46411 dated 6/14/2021
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 Zenith Property Group LLC
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 22-85241 9/28/2022
PLUMBERS CERTIFICATION DATED
A ize i nature
o�S�fFoi� TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y x 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#: 46411 Date: 6/14/2021
Permission is hereby granted to:
Zenith Property Group LLC
c/o Patricia C. Moore
51020 Main Rd
Southold, NY 11971
To: Construct in ground vinyl swimming pool at existing single family dwelling as applied
for.
At premises located at:
2915 Stanley Rd, Mattituck
SCTM #473889
Sec/Block/Lot# 106.-8-71
Pursuant to application dated 6/1/2021 and approved by the Building Inspector.
To expire on 12/14/2022.
Fees:
SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $250.00
CO- SWIMMING POOL $50.00
Total: $300.00
Building Inspector
Certificate of Compliance
........._......................................................................:...................................._...................................................................
CERTIFIED ELECTRICAL-INSPECTIONS,.INd.
188 PARK AVENUE-
AMITYVILLE,"NY 11701
P: (631) 598-5610
.
......................................................_..........................................................................._.............................................................
CERTIFIES,-THAT
Upori the application-of Uponpremises owned,by
Puccio Electrical Contracting Oasis @Mattituck
Inc. 2915 Stanley Road
21 Frowein Road Mattituck, NY 11952
Center Moriches, NY,11934
Located at: 2915 Stanley Road,'
Mattituck, NY 11952
Application Number#: 22-85241 Certificate#: 22-85241
Electrical License#:4806-ME
Section: Block: Lot: Building Permit#: 46411
Described as"a Residential occupancy, wherein the premises electrical system consisting of
electrical devices and wiring; described below, located in/on the_premises at;
'Inground Swimming Pool
A visual inspection of the premises.electrical system, limited'to electrical devices and wiring to
'tH'e extent,detailed"herein, was conducted in accordance with the,requirements of the applicable
code/or standard promulgated by the State'of New York, Department of State Code Enforcement
and Administration, or,other authority having jurisdiction, and found.to'be in compliance therewith
-on the 28th day of September 2022
Name- QTY
GFI Receptacle- 15 Amp, 120_V 1
GFI•Circuit Breaker-'20'Amp,-120V 1 =
Switch - 15 Amp, 120V 1
Pool Receptacle-20 Amp, 240V 1
Pool Panel-,60'Amp, 240V 1
GFI Circuit Breaker-20 Amp, 220V 1
Time Clock- 15 Amp, 120V 1
Electrical Inspector: Robert Ceriello =
`\\o�a��uw „�,,,
ZA
This certificate.is not Valid unless raised seal'is present.
®`
OCT 73 2022
BUILDING Mr.
TOWN OF SOUTHOLD
pF SOUTyo V I' �` -v ! I
# TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE'SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
] CODE VIOLATION [ ] PRE C/O
REMARKS:
&,&v- wd
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7�" r
DATE INSPECTOR
pF SO(/TyOlo
I f * TOWN OF SOUTHOLD BUILDING DEPT.
courm��'' 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] SULATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL po�
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
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DATE INSPECTOR
FIELD INSPECTION REPORT, DATE COMMENTS,
Oro
FOUNDATION(1ST) H
-------------------------------------
FOUNDATION(2ND) m
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ROUGH FRAMING& y
PLUMBING
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INSULATION PER N.Y. y.
STATE ENERGY CODE
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FINAL
ADDITIONAL COMMENTS
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Existing use of property:vacant Intended use of property:Sin le Family Residence
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
AC this property? BYes ❑No IF YES, PROVIDE A COPY.
Check Box After R�ad`attg: The-owner/contractor/design professional is responsible for all drainage and sterni
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W JaSEPH M AND /
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DEVEL,9PED — —
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PUBLIC WATER 210,00 'N W_ NSF
/ W \� N 64 °42'4 " E_ 63IF
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£ t \ EX. WATER 65 tQ Q� ` 66'6 TEST HOLE #2 RpP� 4
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64 ELECTRIC
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EQUIPMENT f °
LOCATION MAP
00 PROP. 4' GH METAL FEN
\ o N oOa�yFo AROU POOL W/4' WI SEL SCALE: 1 "= 1 ,000'
$ CLO G GATE
PROP.\
POOL
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LEGEND: 7A
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PROPOSED BUILDINGS /
\� PROP. TRENCH '� V
PROPOSED ASPHALT DRIVEWAY \� DRAIN J n
---- PROPERTY LINE
10 PROPOSED CONTOUR 61 cj\ \� \\ � I
111.0 EXISTING CONTOUR 0
\
PROPOSED SEPTIC TANK 59� �
PROPOSED SANITARY LEACHING POOL \ `� r >� 60
FES PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL
s PROPOSED SANITARY PIPE 59 ®� /
D PROPOSED 8" ADS ROOF DRAINAGE PIPE ��
PROPOSED 8'0 DRAINAGE STRUCTURE (SOLID COVER) \ f 6• 59
w PROPOSED WATER SERVICE
-E- PROPOSED U.G. ELECTRIC SERVICE �
w EX. UNDERGROUND WATER -y i>
p r EX. UNDERGROUND TELEPHONE
cn
-70
°' SITE PLAN
0
Q SCALE: 1 "= 20'
0
T DEPTH EXISTING
o BUILDINGS: GRADE
N PROPOSED 2 STORY RESIDENCE 0.0' ,.. .... ,,. 55.8'
4 BEDROOM 1.0' DARK BROWN LOAM
54.8'
ZONING BROWN CLAY
2.0 53.8'
R-40 (RESIDENTIAL)
PALE BROWN FINE SAND
n
0 SITE DATA:
Q 5.0' 50.8'
SCTM#: 1000-106-08-071
BROWN CLAYEY SAND
E SITE AREA: 0.710 ACRES
N
/ GENERAL NOTES: 11.0' 44.80' DATE BY DESCRIPTION APPROV. BY
O 1. THERE ARE NO KNOWN WELLS (DEEP OR SHALLOW) WITHIN 150' OF PROPOSED SANITARY
REVISIONS
_O G STRUCTURES.
/ 2. THERE ARE NO KNOWN STORM DRAINS WITHIN 20' OF PROPOSED CESSPOOLS. PALE BROWN SAND ��/
-1 TOWN
3. THERE IS A WATER MAIN AVAILABLE ON STANLEY ROAD. I O V V N O rC
S O U T H O L
0 4. PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 4 BEDROOMS. SUFFOLK COUNTY, N Y
E Q SURVEY NOTES:
1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. THE FIELDS AT M ATT I T U C K
M 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM, LONG ISLAND ZONE. 17' 38.8'
N -+1 3. ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1988. pp 1 %' ® SITE
(p
0 0 4. TOPOGRAPHICAL SURVEY OBTAINED FROM 2014 USGS CMGP LIDAR: POST SANDY FROM THE TEST HOLE BY MCDONALD GEOSCIENCE LOT I / I\ ® (�®S ® J IC PLAN
N
O NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION
DECEMBER 23, 2020
5. PROPERTY SURVEY PERFORMED BY L.K. McLEAN ASSOCIATES, P.C. ON 5-13-2009 & UPDATED (NO WATER ENCOUNTERED) "'
ON 11-25-20 HIGHEST EXPECTED GROUNDWATER 9 EL. 0.50' 1� ,
TEST HOLE #2 L. K. McLEAN ASSOCIATES, P.C.
N O tf 4 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719
SEE TEST HOLE LOCATION MAP L
r- co THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS l4 ° /' Q.: Sheet No.
N ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS L t s�6- �[�J Designed By: M F/CFD SCOIe: AS NOTED
AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S \ r Tia,
UNDER THE DIRECTION OF A LICENSED PROFESSIONAL \ 797
ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE Drawn B MF Date: MARCH 202 I
PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND gn
DOF
DRAWING AND/OR LINE THEE NT SPECIFI{CATIONE NYSNED.N WE ' E y�j �Is ` y c 1
(, SECTION 7209-2). ""� Approved By: RAS File No. 20099.000
OCCUPANCY OR
APPROVED AS NOTED USE IS UNLAWFUL
DATE: B.P.# qll WITHOUT CERTIFICATE
FEE: 3oo-OD BY: O�Q F OCCUPANCY
NOTIFY BUILDING DEPARTMENT AT
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL - CONSTRUCTION,;MUST11M�tAEDI�TE1 Y"
BE COMPLETE FOR C.O. ENOLOS15'POOL TO CODE.
ALL CONSTRUCTION 'SHALL MEET THE UPON COMPLETION
REQUIREMENTS OF THE CODES OF NEW BEFORE"WATER"
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
COMPLY WITH ALL CODES OF MWMCALVZP=f=RCQcttRW
NEW YORK STATE & TOWN CODES
AS REQUIRED AND CONDITIONS OF
SOUTHOLD TOWN ZBA
SOUTHOLD TOWN PLANNING BOARD
SOUTHOLDTOWNTRUSTEES RETAIN STORM WATER RUNOFF
N.Y.S.DEC PURSUANT TO CHAPTER 236
OF THE TOWN CODE.
it
2" X 6" CCA POOL NOTES:
PRESSURE
' TREATED SNOOD 1. POOL AND PROPERTY TO CONFORM TO 2021 IRC&M 2020 UNIFORM
MIR. CODE SUPPLEMENT SECTION R326.
VINYL LINER I 1 O". { 2. POOL SHALL CONFORM TO ANSI/ P ICC 4 STANDARDS R326.3.1.
SKIMMER ( •) QUANTITY 3. SECTION R326.7 POOL ALARM REQUIRED.
FILTER Pump AND LOCATION BY POOL. FOAM PADDING. C 3.500 PS{ 4. POOL SHALL COMPLY WITH BARRIER REQUIREMENTS SECTION R326.4.
CONTRACTOR 4 CONCRETE 5.' POOL SHALL COMPLY WITH 2021 INTERNATIONAL ENERGY
f CONSERVATION CODE(Igp,)SECTION R403.10: '
POOLS AND PERMANENT SPA ENERGY CONSUMPTION(MANDATORY). '
SECTION R403.10.2 HEATERS
i j. • a. SECTION R403.10.3 TIME SWITCHES
\ i P3 REBAR. d SECTION R403.10.4 COVERS
\ i TOP; MIDDLE 42 6. REBAR SHALL BE 2"MIN.CLEAR TO EARTH.
_— I & BOT. a ea 7. CONSTRUCTION METHODS AND PRECAUTIONS ARE DICTATED BY
GROUND AND SOIL CONDITIONS TO BE DETERMINED BY CONTRACTOR.
RETURNI B. LOCATION OF PROPOSED SWIMMING POOL AND POOL EQUIPMENT BY i
SWMMING POOL o.d OTHERS AND SHALL COMPLY WITH ALL LOCAL ZONING REQUIREMENTS.
I I 9. ALL DRAIN COVERS TO MEET ALL REQUIREMENTS OF THE VIRGINIA
S.F. GRAEME BAKER&,W)POOL AND SPA SAFETY ACT.
l 10. SLOPE PATIO SURFACE 1/4"PER FOOT AWAY FROM POOL
11. BACKFILL MATERIAL TO BE FREE DRAINING GRANULAR MATERIAL(NO
{ CLAY OR LARGE ROCKS).
12. SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE
WITH ANSI/APSP-7.
lCp1L NdALL DETAIL END.NO SURCHARGE ALLOWED WITHIN 4'OF SHALLOW END AND 6'OF DEEP
„ „ 14. NO DIVING EQUIPMENT PERMITTED.
SCALE: 3/4 = 1 —O 15. CONTRACTOR SHALL VERIFY SOIL BEARING LOADS PRIOR TO
INSTALLATION OF POOL
STAIRS SHALL SE.OF NDTES:
NOT TO SCALE NOP!—SLIP DESIGN i WALLS SHALL BEAR ON UNDISTURBED SOIL
2.ALL CONCRETE SHALL BE PLACED AS A MONOLITHIC POUR.
8 ' Max .
j — 3.5' CONCRETE MALL
._ (SEE SECTION t 1/2- TO WASTE
3 THIS SHEET)
9 HAIR & L1NT STRAINER
PUMP
3` COMPACTED SAND
FILTER AUTO SKIMMER
UNDISTURBED EARTH
(TYP•)
POOL
6ACK TO
NOT TO SCALE Pool
i >
SCHEMATIC PIPING ARRANGEMENT
NOT TO SCALE
291'5 Stanley_ Rd.
Mattituck, NY
I
L #17