HomeMy WebLinkAbout51989-Z \of Sourryo� Town of Southold
* * P.O. Box 1179
� 53095 Main Rd
�i��nurm -o Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 46566 Date: 10/10/2025
THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ADDITION AND
ALTERATION
Location of Property: 242 Maple Ln Green-port, NY 11944
Sec/Block/Lot: 35.-5-5.3
Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 05/02/2025
Pursuant to which Building Permit No. 51989 and dated: 06/11/2025
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 outdoor shower as applied for.
The certificate is issued to: Christopher Taylor ,Jennie Park-Taylor
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE:
PLUMBERS CERTIFICATION: K R Plumbing 9/29/2025
uth d ignature
of Sao ryo(o Town of Southold
* * P.O. Box 1179
ioac 53095 Main Rd
UK a Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 46567 Date: 10/10/2025
THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ADDITION AND
ALTERATION
Location of Property: 242 Maple Ln Greenport, NY 11944
Sec/Block/Lot: 35.-5-5.3
Conforms.substantially to the Application for Building Permit heretofore;filed in this office dated: 05/02/2025
Pursuant to which Building Permit No. 51989 and dated: 06/11/2025
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:
Alterations to include a finished basement with bathroom to an existing single-family
dwelling as applied for.
The certificate is issued to: Christopher Taylor , Jennie Park-Taylor
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE: 2025-1162697 10/06/25
PLUMBERS CERTIFICATION: K R Plumbing 9/29/2025
utho ed ig ature
OfSO(/Tyo TOWN OF SOUTHOLD
BUILDING DEPARTMENT
• e TOWN CLERK'S OFFICE
UrNM", {o 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#: 51989 Date: 06/11/2025
Permission is hereby granted to:
Christopher Taylor
18 Deer Trl
Ramsey, NJ 07446
To:
construct an accessory outdoor shower and to finish the existing basement of the single-family
dwelling as applied for.Two CO's required simultaneously.
Premises Located at:
242 Maple Ln, Greenport, NY 11944
SCTM#35.-5-5.3
Pursuant to application dated 05/02/2025 and approved by the Building Inspector.
To expire on 06/11/2027.
Contractors:
Required Inspections:
Fees:
Accessory-New Structure $125.00
CO Accessory $100.00
Single Family Dwelling- Alteration $722.50
CO-RESIDENTIAL $100.00
Total $1,047.50
Building Inspector
Electrical Ins ectorsY In �~ 2025-1162697 I =`
Southold,Town Of
Inspector: 131
MUNIM[fl sue Date:9/5/2025
New York Board of Fire Underwriters S&P n s*r
' 300 East Meadow Avenue J
\ East Meadow,NY 11554 2zs ,
s Office:(516)794-0400(631)650-0200 13011c►1 ~`�
v ) Website:www.eiiny.com ro�
afSot'�l�e�y
Mail To: o,tot ;roperty Address: °n
Puccio Electric Contracting,Inc-
Mark Puccio Modem Age Home Builders
21-1 Frowein Road 242 Maple Lane
Center Moriches NY 11934 Greenport NY 11944
License# 4806-ME
_• \ j f lti
Y ELECTRTCAL APPROVAL CERTIFICATE`
Section: Block: Lot: Permit:51989
:t. ! AREAS LISTED BELOW ARE APPROVED BY Inspection
AND FOUND TO BE IN COMPLIANCE WITH THE BUILDING CODE OF NYS >HM
AND CURRENT PROMULGATED NEC
?r. No visual defects were found for the electrical inspection provided.No obvious unsatisfactory conditions ,,
were found in the areas herein below only.
Residential Walls Closed Inspection Final Approved 9/3/2025
Basement:Bathroom 1,Recreation Room 1,Finished Storage 1,
,+ 1 Ac Unit I Exhaust Fan 1 Ceiling Fan I Outdoor Light 1 Smoke Detector 2 Smoke Cc Combos 21 Outlets 8 Switches 3 Dual Function Breakers 5
Breakers Used.*
{4, Per Electrician,Rough Done By Others*
•4S. i �:a•Q
This electrical inspection and certificate does not take into account any FEMA,NYS and local flood
elevation requirements.It is the responsibility of the property owner to determine if flood elevation
'• ^� requirements apply. NYBFU and Ell are not responsible for any Flood Elevation requirements, ti 1 •�L I " -
' Therefore this electrical certificate is only for compliance of NYS Electrical and NEC Codes, s
Richard M.Bivone !
Phili Goehring,Jr.
p
President Chief Electrical Inspector
e*t•Z This document features a tamper proof Quick Response code which contains the encrypted original data submitted when certificate was Issued.
r
�M-a .!,!•'r: - .a. ,+' .Yvy •��\ +�li1,i,�V;;$� ��+�i,�y Ayy' r�i✓,eoe1;�`;}: \.rd�i eY$1t' f+i °�A ;'d� �`!
%S%3F1Fot,��®G
Town Hall Annex �� Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 y
Southold, NY 11971-0959 W
•
D U u BUILDING DEPARTMENT
TOWN OF SOUTHOLD
0 CT 1 4 2025
B�eiPcR6ras�Department
CERTIFICATION
Town of-Southold
Date:
Building Permit No. 07
Owner:
�� (Please prin�'t)))�^
Plumber: (RAJ -3 I>d
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%lead.
(Plumbers Signature)
Sworn to before me this
day of OC V be r , 20 O'`'-' MELISSA J FIORILLO
Notary Public-State of New York
N0.01 FI6302028
Qualified in Suffolk County
My Commission Expires Oct 25,2025
Notary Public, cS U f-�D �1 County
1
SOGIyO� � 9
TO N VSOUTHOLD BUILDING DEP .
631-765-1802
I- NSPECTIO31
[ ] FOUNDATION 1 ST/ REBAR [ ] 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 rl PRE C/O [ ] RENTAL
REMARKS:
DATE 1 INSPECTOR
OF SOUTyO� - a 14e
* TOWN OF SOUTHOLD BQDING D l
631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) I
] CODE VIOLATION ] PRE C/O [ ] RENTAL
REMARKS: goa
ATE �i S� INSPECTOR
OF SOUIh°�o
# ..TOWN OF SOUTHOLD BUILDING DEPT..
o m��' 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND KULATIOWCAULKING]
[ ] FRAMING /STRAPPING [ FINAL
?� � v
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY.INSPECTION
] .FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL
REMARKS: i LL/ C4�
�qd� �� Q
b 5 �s
k�u& Drwl rK w 4- tf VwxA Ac,
goke� AfAwa �A % kov� At, '
DATE INSPECTOR
I '
F
IELDNSPECTIOTREPORT DATE
COMMENTS
- -
-�= COMMENTS
UNDATI0
------------------------------------- ----
FUUNIIATION (2ND)
_- - -- -
.. 1
ROUGH F RAM LN G &
INSULATION PER N. Y.
STATE ENERGY CODE +
F iN AL
_ .
ADDITIONAL COMMENTS.
Vi TT
O
v .
- ----- - -- --- ----- - -- ---- ----
0
SUFfDI��o TOWN OF SOUTHOLD—BUILDING DEPARTMENT
yac Gym Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
oy Telephone (631) 765-1802 Fax (631) 765-9502 https://www.soutlioldtownny. oovv
?col �a
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
rC
PERMIT NO. Building Inspector:
Applications and forms must be filled'out in their entirety. Incomplete MAY — 2 2�25
applications will not be accepted. Where the Applicant'is not the owner,an >
Owner's Authorization form(Page 2)shall be completed.
Date:5-2-25 °� ;,,L.l;
'sold
OWNER(S)OF PROPERTY:
Name:Speonk Land Development LLC SCTM#1000-035.00-05.00-005.003
Project Address:242 Maple Lane, Greenport, NY 11944
Phone#:631-512-4522 Email:monu mental propegy@yahoo_com
Mailing Address:3080 Route 112 Suite B, Medford NY, 11763
CONTACT PERSON:
Name:Christopher F. Dwyer, Associate,LKMA
Mailing Address:437 South Country Road, Brookhaven, NY, 11719
Phone#:631-286-8668 Email:cdwyer@lkma.com
DESIGN PROFESSIONAL INFORMATION:
Name:Robert A. Steele, P.E.,Executive Vice President, L.K. McLean Associates, P.C.
Mailing Address:437 South Country Road Brookhaven,NY-11719
Phone#:631-286-8668 Email:rsteele Ikma.com
CONTRACTOR INFORMATION:
Name:Oasis at Mattituck Corp
Mailing Address:3080 Route 112 Suite C, Medford, NY 11763
Phone#:631-767-4807 Email:peter@modernagehomebuilding.com
DESCRIPTION'OF PROPOSED CONSTRUCTION'
❑New Structure RAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
DOther Proposed Outdoor Shower and Finished Cellar $20,000.00
Will the lot be re-graded? ❑Yes R No Will excess fill be removed from premises? ❑Yes ❑No
1
PROPERTY INFORMATION
Existing use of property:Single Family Residence Intended use of property:Sing@ Family Residence
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R-40 this property? ❑Yes ®No IF YES, PROVIDE A COPY.
8'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 toihe-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 onrpremises and in.buildings)for necessary inspections.False statements:made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New,York State P.enal.law.
Application Submitted By(print name):Christopher F. Dwyer BAuthorized Agent ❑Owner
Signature of Applicant:
�rn 14 Date: 5-2-25 ��
STATE OF NEW YORK)
SS:
COUNTY OF Suffolk )
Christopher F. Dwyer being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the Agent
(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 file therewith.
Sworn b fore me this
day of % 20 Z s
Notary Pub is
NOTARY pR/ST/NF
or.°rWi;'Zi 9Stare oANO
PROPERTY OWNER AUTHORIZATION mm'ss�op plresS 9 sk i�.York
(Where the applicant is not the owner) `-"
5
Christopher F. Dwyer residing at 437 South Country Rd,
Brookhaven, NY do hereby authorize Christopher F. Dwyer to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
5-2-25
Owner's Signature Date
Print Owner's Name
2
LIURA L. K. McLean Associates, D.P.C.
❖ 437 South Country Road • Brookhaven • New York • 11719 (631)286-8668 • FAX(631)286-6314
•o• 25 Newbridge Road • Suite 212 • Hicksville • New York • 11801 https://www.lkma.com
ROBERT A.STEELE,P.E.PRESIDENT and CEO Associates
JAMES L DeKONING,PE.,VICE PRESIDENT
CHRISTOPHER F.DWYER,VICE PRESIDENT STEVEN W E W B.S EI PE.
KEITH J.MASSERIA,P.E.,VICE PRESIDENT VINCANDREW B.ADO,P.E.
MATTHEW JEDLICKA,LEED AP,PRINCIPAL KEVIN J. ETECORRADO,P.
TAMARA STILLMAN,P.L.S.,PRINCIPAL-DIRECTOR OF SURVEY KEVI. ' PETERMAN,P.E.
CHRISTINE L.BELSON,MBA,SHRM-SCP,PRINCIPAL-CONTROLLER KARA M.O'NEILL,GISP,MBA
May 2,2025 `^�
C.
Town of Southold
2 `
Building Department �. MAY 2o25
54375 Main Road
P.O. Box 11179 �a►# 4,.
Southold, NY 11971
Re: 242 Maple Lane,Greenport,NY,11944
Letter Requesting Building Permit for Outdoor Shower&Finished Basement
LKMA Project#:23043.000
SCTM:1000-035.00-03.00-007.000
To Whom It May Concern:
In order to obtain a building permit for an outdoor shower and finished basement at the property located at 242 Maple
Lane,Greenport, NY, 11944,we are submitting the following:
• (1)Original Building Permit Application:Signed and Notarized
• (1)Site Plan:Signed and Sealed
• (4)Original Signed and Sealed Copies of Foundation Plans
• (1)Copy of Insurances
Thank you in advance for your consideration. Should you have any questions please do not hesitate to call me at
(631)286-8668.
Very truly yours,
Christopher F. Dwyer,Vice President
L. K. McLean Associates,D.P.C.
CFD: mf
Enc(4)
Cc: Speonk Land Development LLC w/enc.
LKMA File Copy
Established 1950
i
LEGEND
SANITARY CLEANDUT
QS SANITARY MANHOLE
IRRIGATIDN BDX
CDNIFERDUS TREE
C} DECIDUOUS TREE
UTILITY PGLE
-UTILITY LIGHT POLE
G G G ELECTRIC METER
G G G
-�. . . . . . . . . . .SIGN
O PDST
➢4
MAIN ROAD (SR, 25) � FIRE HYDRANT
(VAR. WIDTH)
D4 WATER VAL VE
x16.6 x16.8 x171 x17.7 x18.4 x18.9 x19.6 x20.1 x20.4 ® ' ' ' ' ' ' WATER METER
EP EDGE DF PAVEMENT
BENCHMARK£L.16.66 i
NAG NAIL SET
WW WINDOW WELL
IN UP. #348
16.0 16.2 16.7 175 17.6 EDGE OF PAVEMENT 19.0 198 CIE ' ' ' ' ' CELLER ENTRANCE
6.8 x16. x 18.3 ROUTE
16.3 #347N r 18.2 MARKER #346 TW " ' ' ' ' TGP WALL
OH OH � OH - -177 x18.0 OH OH OH x17.11 SPGT ELEVATION
15.7 N 65.25'12' E 16.6 170 00' x 19.3 MON.
® 16,0 16.t x17.7 4'x4�'6�'IA
OD 1 MOM. .. . . . . 17VERHEAD WIRES
p��-POSTLLI165,00' •� -�16.1 FENCE ll.l'S 6'STOCKADE FENCE 8 x 18.0 i UNDERGROUND ELECTRIC
-E-. . . . .
W ,-x xx -x -x -x -x x x UNDERGROUND GAS LINE
of 6.1 16.0 FENCE 12s'� 1
v x 10, x x 16.7
x x I
x 16.1
/5.9 x WOODED
SURVEY NOTES
Ix
x I ' 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS.
y; 3' 1J I
:4;
\ 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD83,
x 16.4 EDGE OF WOODS 7
x a ' \ LONG ISLAND ZONE.
x as
t3. ELEVATIONS REFERENCE NAVD 1968(GEOIDI2A).
W `O x W W i 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED
Z 3 16.3 = 2 x I N LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION Z OF THE
TWO _ N Z NEW YORK STATE EDUCATION LAW.
p ti r; PROPANE W 1 i `� 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF
Q. xLq2 ' TANKS ORYw£LL o I30 i THE LAND SURVEYOR'S EMBOSSED"OR"INKED"SEAL SHALL BE CONSIDERED TO BE
Z ti l9
p �rl POOL 7 VALID TRUE COPIES.
H ¢ Jr� HEATER I` 1 I I
A -22,p-�� Y :r; POOL -� ti I EXIST. - \ 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN
FILTER ¢ I SEPTIC I\4
NOTE ' � i ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS
- x I 2 r N/F ¢ ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND
e - ELECT. A I VENT ` \
y 03~ �', PANEL I sQ) ANN MARIE VAN CLEEF S CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM
17.0 A/C W/W B C
SURVEYORS. SAIDO
A O 04 x- - ON�OST16.8 5.4' •• 6.31r � L
� THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,
------91.8'-----_____ C7 GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREON AND TO THE
v �''- 17.6 Ir---"----'�-----1�-6'7 5.6'ai ni 21.4' a x161 ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE
- TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS.
16.81 3 I SANITARY � EX. FAN
3'ALUMINUM ' SWITCH a •
- 56,9'------- °N P17 2,o M
16.5 �- -- - FENCE EXISTING 20' -, i
Eli �� FF EL.2 STORY18.3 �17,8 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED.
R! In16.11 lLl (/� 8. THE SURVEY CLOSES MATHEMATICALLY.
¢ 18.41 FRAME
t2
a BUILDING 1.9'N c=i i i --� \ 9. UNDERGROUND UTILITIES IF SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT
I z i
PROPOSED 21 LOCATED ON THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO
FINISHED m a -;-49.8 \ BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,
Ii ti N a ; CELLAR 2.0 1 Q0 .. SIZE AND TYPE BY THE RESPECTIVE UTILITY COMPANIES.
CONC. % u i 9,3' RIM=728 i •
r j i16.51 L _ WALL WITH I ^ 10. THIS SURVEY WAS MADE WITHOUT THE BENEFIT OF A TITLE REPORT.SUBJECT TO
P°oT N 65•25'12' G 165 1 z ALUMINUM 1 � ANYEASEMENTS,CONDITIONS OR ENCUMBRANCES AN UPDATED TITLE SEARCH MAY
x
50,00' w 0 RAILING ; N I
u W ; 1 v a 1 I W,r y REVEAL.
a-CAR
CAR
; > UTILITY NOTE:1�END 16.4 x A Fiumm �16, � GARAGE ; �I a ALL BURIED UTILITIES(WATER,ELECTRIC/TELEPHONE AND GAS)SHOWN ON THIS
SHUVEos's I pUTD D 16.5 11 GF£L. GF EL I
16.ss 16.47% __--------- SURVEYARE BASED UPON AS-BUILT INFORMATION PROVIDED BY THE
i I pSSp R AN 1 �4 _ 16.59'3.1' _ __ ---56.6-
Ou L PIPING ro------- 16.8 16.46 I W C '' OWNER/DEVELOPER OR THEIR DULYAUTHORIZED REPRESENTATIVES(INSTALLER)
x %
-- -- TED 16.6 \ i MEASUREMENTS.
wj 17.7 STERNAL i
PLL00W '-`�' OUTDOOR SHOWER NOTES:
I\�-� I a \ lo'OUAD I 1. SUPPLY WATER SHALL BE INSULATED WITH SHUTOFF VALVES INSIDE DWELLING
1
DRYWELL I a x14.5 2. SHOWER TRAP SHALL BE LOCATED INSIDE DWELLING
I I o y 1 14.5
q
ap = WOODED N 65'25'12' E 365.BB'
�gtip 4 �.
2 y¢Q 00 1 M O I l i GRAVEL DRIVEWAY y, GRAVEL DRIVEWAY i
WITH BRICK EDGING n
EXIST, WATER LINE Cl M
W • FEEND °�°h R25' WIDE RIGHT OF WAY
W Q Iv0 x177 N 16 I W W W W W W W W .•w�,
Q N xl7t FELYIR1- x� x-i x- ,-8 x a' x I e - - - - - - - - - S 65'25'12' W 375.31'
xr6.s .N w
_.6N_
S 65'25'12' W 240,86' /�� ��` ������ �►� �►` i��/�����/���� D35
ROW OF 10'PINES -
i
N/F N/F
I ANNA GIANNARIS 2012 REVOCABLE TRUST & ANNA GIANNARIS 2012 REVOCABLE TRUST 8
1 JOHN GIANNARIS 2012 REVOCABLE TRUST
IJOHN GIANNARIS 2012 REVOCABLE TRUST \
DATE BY DESCRIPTION APPROV. BY
REVISIONS
Town of Southold
�I Suffolk County, New York
242 Maple Lane
Greenport, New York
y
SITE PLAN
h EW
�a� " STF / � � L. K. McLEAN ASSOCIATES, P.C.
GRAPHIC SCALE ��
CZ� CONSULTING ENGINEERS & LAND SURVEYORS
SUFFOLK COUNTY REAL PROPERTY TAX MAP so o 15 so so 120 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK
Ll1
DISTRICT 1000 �� �� Ca;l Designed By: M.F. Scale: i'l= 30, Sheet No.
SECTION 035.00
BLOCK 05.00
LOT 005.003
IN FEET �`,. \ ��,` Drawn By: M.F. Date: 04/30/2025 1
� � �
1 inch = 30 ft. ()FE5 c`
PA23049.000 4600 NY25 Greenport\Civil dwg\Contract Drawings\Proposed Shower.dwg ?113/2025 10.49 AM Matt Frascinella Approved By: R.A.S. File No. 23049.000 •L
235# ASPHALT SHINGLES;MIN. (4)-FA5TENER5 PER
STRIP FOR EAVES LESS THAN 20' ABOVE GRADE Z
[Rg05.2.6] J t
No. 15 ASPHALT FELT UNDERLAYMENT (Rg05.1.11 j Q ' i
V /
TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12
SELF-ADHERING POLYMER-MODIFIED N Q
BASEMENT WINDOW SPECIFICATION:
BITUMEN ICE SHIELD BARRIER [RG05.1.2] O LU
INSIDE EXTERIOR WALL LINE FOR 2:I2 TO < 8:12 SLOPES 'J V
ANDERSEN 100 SERIES CASEMENT 36" INSIDE EXTERIOR WALL LINE FOR > 8:12 SLOPES
GLASS AREA: 5.6,1 sf;VENT AREA: 5A2 sf Q
COLOR: BLACK 1/2" STRUCTURAL PANEL SHEATHING [R8o3.2] LL N
GLASS: INSULATED LOW-E ARGON R-3q CLOSED-CELL SPRAY FOAM (SPF) INSULATION Z
U=0.28 5HGC=0.28 OP RATING=40 Ia
CLEAR OPENING AREA: 4.33 sf - NON-EGRESS
24'-4" 37-4 0 N
50LID WOOD BLOCKING Z
WINDOW WELL T-5 1/2" 14"-8 1/4" f() N J
8" CONCRETE STEM WALL ON N
I6" x 8" P.G. FOOTING Iw- O ry0
r _ _ _ _ _ _ _ 2x8 [UG3B] P.T. LEDGER
PROVIDE FALL PROTECTION N
I/2"� x 4" GALV. LAG SCREWS AT 16" O.G. CEILING JOIST
P.G. FTG I STAGGERED [R501.q] DRIP EDGE [RgO5.2.8.5] d �-
_ ( -i Ix8 WOOD FASCIA
BASEMENT ENTRANCE STAIRS _ _ _ _ _
(- I/2" GYPSUM WALLBOARD
8' REINFORCED CONCRETE RETAINING WALL (2)-2x10 P.T. GDR SOFFIT VENT
�
#4 REBAR AT 12" ON-GENTER EACH WAY I I L Ju 0
STANDARD HOOK AND LAP INTO I6" x 8" P.G. _ _ p I- I _ _ I DOUBLE 2x TOP PLATE VINYL SIDING. ATTACH THROUGH RIGID
(- -I I DEGK m I I �0 MINIMUM 24" LAP SPLICE LENGTH [R602.3.2] INSULATION TO WOOD FRAMING PER
FOOTING. 2" MIN REBAR COVER .0 ABOVE I MANUFACTURER'S INSTRUCTIONS FOR HIGH-WIND
O I I m X Q m I I O I I m AREAS AND TO RESIST A MINIMUM 2& psf
L-_-I - - - - - - - I- - L SUCTION LOAD (EXPOSURE B) OR 40 psf
r - - - - - - - - - - - - - - - - - - (EXPOSUREG). 11-
- - - -- - -
_ I �
--=- __- - - - - - - - - - - - - - - - - - - - -�.Y - - - - - - - -- - - 7EMI2636 CASEMENT 2636 CASNTWINDOW 10" POURED CONCRETE FOUNDATION STEM WALL WIND
`r II" T I - VERTICAL REINFORCEMENT: #4 REBAR AT 12" O.G. r PLASTIC HOUSEWRAP INSTALLED UNDER FOAM t-
1Y4" TO 43/4" CONCRETE COVER FROM INSIDE FACE I I INSULATION. INSTALL AND TAPE ALL SEAMS PER i-
HORIZONTAL REINFORCEMENT: #4 REBAR AT 18" O.G. NOTE: I 2x4 WALL STUDS AT 16" O.G. ', MANUFACTURER'S INSTRUCTIONS [Ro3.2]
- - - --I -I TOP BAR WITHIN 12" OF TOP OF WALL I R-15 UNFAGED FIBERGLASS BATT INSULATION
- - - - - - - - - - - - - - - - - = HOLDDG�WNS ARE I
-I UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING L - R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XPS) Q
EMERGENCY ESCAPE d RESCUE OPENING MINIMUM 3'-0" BELOW GRADE NOT REGIUIRED FOR I 1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL USING
" 6" HA DR IL 311.7.8 GONG PLAT _I �[R310] THIS FfROJEGT. I GAP-HEAD NAILS WITH A MINIMUM 3/4"
AND STEPS I - o L - I R-13 2" CLOSED-CELL SPF INSULATION 16" 0.6 FIELD.
SPAGED 12 O.G. PERIMETER AND
D 15 IS RS -> O I 15o6e I (ALSO AT RIM JOIST IN SECOND O
CELLAR - m FLOOR PLATFORM - NOT SHOWN)
DRYWELL 4" P.G. SLAB - � �® I O ;, I/2" STRUCTURAL PANEL SHEATHING
_ ,y I-
- - - - J - 6,AS GONDENSING BOILER
- - u_ NAVIEN NHB-15i0 OR APPROVED EQUAL -
-I O OIR:EGT VENT CATEGORY IV I 3/4" STRUCTURAL PANEL SUBFLOOR 2x SOLE PLATE `J
-I x ZERO CLEARANCE
- N I ,Z- - - - - - - - - - - - - - - - - - - - - - - - - - - I INSTALLIAWUILLISTING, NFPA54AND 2x BAND JOIST _
iv I 23'-6° 7 - AFGO ZIP MODEL 4X MANUF/A671URER'5 INSTRUCTIONS)I -i 2x6 PRESERVATIVE TREATED SILL [UC2]I
4'0 STEEL COLUMN LU
ON 2'-6"x2'-6"xl2" DEEP P.G. FTC. z "O rV(11
-I w/(3)-#5 REBAR EACH WAY a In FLOOR JOISTS COPPER TERMITE SHIELD
I -� =I (TYPICAL-4) (3)-1.75 x 11.875 LVL GDR �jILI I OVER SILL SEAL x
ON I _I DESIGN) w I I EXTEND SIDING TO WITHIN 12" OF FINALJz l l a
- [- - - -I [.,(EN&INEERED
�- - - -i [- - - -I I WOOD SILL PLATE TO FOUNDATION ANCHORAGE
GRADE FOR HISTORIC DISTRICTS
O cv _I 7'-O' '-2' 7'-4" 7'-O" I [R403.1.6]
le
O 0 __ _ __ __ __ _ __ __ _ __ __ MINIMUM Y2" d1o. ANCHOR BOLTS SPACED NOT
N d) I I Q o I _ I I I I I I GREATER THAN 6 FEET ON-GENTER EMBEDDED (n
I zQ O I -I BEAM POCKET L - - _1 L — .J L - _I 1! I I NOT DELLS OF CONCRETELE55 THAN T' INTO OMA50NRY UNINCRETE OR TS. THD FINISH GRADE V `
Q
=I (TYP-2) I I i7T< I I m BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD `
_ I I = OF THE WIDTH OF THE PLATE. A NUT AND (�
IL - -- _- _ -_ _- WASHER SHALL BE TIGHTENED ON EACH ANCHOR W^ ++- to LU V O I = SANITARY WASTE PIPE I I (- I I BOLT. THERE SHALL BE NOT FEWER THAN TWO O
LU
BOLTS PER PLATE SECTION WITH ONE BOLT
(3)-2x10 FL HDR L - (3)-2x10 FL HOP, LOCATED NOT MORE THAN 12 INCHES OR LESS z F- `�w w m z
iV d I UNEXGA�/ATED I - = - I THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH u ON 3 � z Z z
N N - O i
END OF THE PLATE SECTION. WALLS 24 INCHES 0 cn 0
a AFGO ZIP MODEL 4X 0 u I z GL _U l O -A W
Q _ 4"� STEEL COLUMN .i I TOTAL LENGTH OR SHORTER SHALL HAVE NOT 0 x:o Q n:z - Z LU
FEWER THAN ONE ANCHOR BOLT LOCATED IN THE -a < 1- O z
I I 10,. _ o oN 2'-o"x2'-O"x1O" o u
I m I DEEP P.G. FTG. p I 10 I CENTER THIRD OF THE PLATE SECTION AND -j O ACENT HALL V R Z IV
z I I I - I = i O (TYPICAL-2) I I lu
- - - PANELSSHALAT CORNERSL BE HAS HOWED TO DJ N ITEM cT OF Q dQ Q ry�U _<Z ()_ ++-+ () W t- 0 O
I w z U I ___ TABLE R6o2.3(I),�j fY
N IIoO i _i O �I FL HOP, O II - I ,j' Q��dU �'W(L 11a O (U � >'� � Q
(2J-2x10 x U_ �- 1� rrff
I z x O N z r- �'�) n O w N- - �- �>�' a
I v X I -i I R-I I BASEMENT WALL BLANKET INSULATIO O v 0 = Ou a
I _I I G � z o- Opr � <
Q 0 I _ DEMO DOOR AND WALL WHER_ SHOWN I N N 0 I I O I I 10" POURED CONCRETE FOUNDATION STEM WALL Q t��, tY (� N O d
Q O _I Q p VERTICAL REINFORCEMENT: #4 REBAR AT 12" O.G. Q N J- p 0> Z
I Q I _ (IN GREEN- YPIGAL) 2�6� v z I I I V4" TO 43/4" CONCRETE COVER FROM INSIDE FACE N O N `� 6 4 Q
I 10 Q I _I m a I I HORIZONTAL REINFORCEMENT: #4 REBAR AT 18" O.G. Idu-r Q!Q x �
I DECK LATERAL G:ONNEGTION [R507.q.2]V - -J I TOP BAR WITHIN 12" OF TOP OF WALL x w
SIMPSON OTT2 N I UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING Q - N
= - - - - - - --- _ INSTALL IAW MANLUFAGTURER'S I = 0 p
_7__ I �p MINIMUM 3'-0" BELOW GRADE
SPECIFICATIONS F- - - - EXPANSION JOINT
=I O ( (TYPI6AL-6) I 3'-8" �n
- - - - - - J - WATER SERVICE RISER
�- - - - - - - - - - - - - - - - - - - - - - - - -
cv I _ : .: _ ._ ._ .- - = = - - - - _.._ ._.._ I 4" P.G. FLOOR SLAB
I (2) 2x10 FLUSH __ -- I DECK (2)-2>xl0 FLUSH
- - - J J POURED CONCRETE FOOTING �� N Y
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - —
—- — — — — � �L_ J ABovE o L_- - - - - - - - _ w
I - I I 6 MIL POLYETHYLENE FILM '�
ON UNDISTURBED SOIL [R4o3.1] '
-- - - CONTINUOUS UNDER 5TEMWALL O
- - - - - - - - - - - - J Q I— - - -- - - - - - - -� 1�
24'-4" 2'-q" q'-2" 2'-q" 8'-O" LPL 2'-g" (q'-2" 2'-q" �
2x8 [UG3B] P.T. LEDGER x7
O.G. 5TAGGERED [R507 q]SCREWS AT I6° _ _ TYfi�'I C AL EX I ST I NO NAL L SECTION ° G °
F_ 7 (2)-2x10 &OR ��� ���._ (2)-2x10 6DR 5GALE: NTS �`ss✓�r✓nr EN;1�lE�R�'~
--- --------- J--- - - �J _- -----_ 1 +- ---L DELIVERED IVERED APR 0 3 2025
- - -P.G. FTG
2" m U)
U)
24'-8" 7'-O" 6'-6 3/16" q'-I 3/4" 8'-O" 7'-O" O 0 to
P VED AS 0 ) 4"
T
Ln O
B� 4"x4" [UG46] PRESERVATIVE TREATED POST WITH 6ALV. METAL POST BASE ANCHOR ON Q to
Q
12"(P x 6-0" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON
NOT{ BUILDING DEPARTMENTAT O _j L-
24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM O -
631- 1802 8AM TO 4PM FOR TFiE `I MAXIMUM SUPPORTED LOAD AT T DESIGN DEPTH = 18k IN PRESUMPTIVE 2k BEARING SOIL (TYP-q) m ( Z
OCCUPANCY OP, Q In 0 0 0
FOLL WING INSPECTIONS: (ENGINEERED DESIGN) O �
1. F R POURED
CON-TW REC?UiRED USE IS UNLAWFUL
F R POURED CONCRETE B O O � � Q
2. R LICH-FRAMING&PLUMBING WITHOUT CERTIFICV .� � z a � 0 o
a 1 SULATION EXI STI NO FOUNDATION i=LAN. STRUCTURAL DESIGN NOTE � � � � Uj 7-
4.
F NAL-CONSTRUCTION MUST OF OCCUPANCY 5GALE: 1/4" = 1 ft 0 iU
8 COMPLETE FOR C.O. In accordance With the 2020 RCN`'5• structural Q ALL CONSTRUCTION SHALL MEET THE elements such as engineered wood, steel and
ORREQ RTATE. OF THE CODES
NSIBLE OR steel/Wood composite columns, beams, headers and X z -�
R STATE. NOT RESPONSIBLE FOR girders that: I<- < Z N OL
DESI N OR CONSTRUCTON ERROR'S - -1
1) resist gravity loads, and V
COMPLY WITH ALL
&TOWN CODES ALL CODES EL.ECTnICAL 2) are not contained in the prescriptive design 131
Q
N :1N PORK STATE provisions of the 2020 RGNYS
p Z- X �
REQUIRED AND NDITiONS OF INSPECTION �EQUiRED IL
SOUTH T TOWN i;BA
were designed in accordance Hith O
.......... __SO iOLDTOWN,-LAWNGBOARD ANSI/ANC NOS-2018 with 2018 supplement.
SO I OLD TOWN TRUSTEES PLUMBINGIVItOWA Structural elements such as walls and fenestration
___.. ,ItLL,PLUMBIUG WASTE,
S.DEC " :WATEF�LINES NEED .
SOUTHOLD HPC TT1�' P�COVERING that: DATE: SEPTEMBER 2023
SCHD
1) resist Hind loads, and
2) are not contained in the prescriptive design EXISTING FOUNDATION PLAN
LUO"1!SER CERTIFICATION
provisions of the 2020 RGNYS TYPICAL WALL SECTION
O.V LEAD CONTENT BEFOR Here designed in accordance with A5CE 7-16 Hind
CER77Fi04TEOF06CUPi4N provisions and acceptable engineering practice. DRAWING NUMBER
SDLDLR.USED IN WATER where such elements occur in the plans, they are
SUPPLYSYSTER-f CANNO- annotated "ENGINEERED DESIGN." AA ==EXCEED 2/10 OF 1% L E4 I-
I
I
1
235# ASPHALT SHINGLES;MIN. (4)-FASTENER5 PER
DECK STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE z
[R905.2.6] J
ABOVE OL
No. 15 ASPHALT FELT UNDERLAYMENT [R905.1.1]
TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 Q
SELF-ADHERING POLYMER-MODIFIED N
BITUMEN ICE SHIELD BARRIER [R905.1.2] O W
24 DE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES
_ INSIDE EXTERIOR WALL LINE FOR > 8:12 SLOPES
1/2" STRUCTURAL PANEL SHEATHING [R&O3.2] 0
R-3q GLOSED-CELL SPRAY FOAM (SPF) INSULATION
AS REQ'D FOR PIPE CLEARANCE 3 I/2" UI o z
Lu
32'-II"t I'-8" cj IS)
SOLID WOOD BLOCKING z
-- - -- 6" HA DR IL R31 .-1.8 %,VIP N N
D IS RISERS -> - Vvr
_o CEILING JOIST to Lu
= HVAG NOTE rn® j
DRIP EDGE [Rg05.2.8.5] lT d
77 A DAIKIN 2-TONNE MULTI-ZONE HEAT PUMP MEGH. R Ix8 WOOD FASCIA
- SYSTEM TO BE INSTALLED TO FINISHED BASEMENT ZONE. THE LY UNFINISH
SERVICE -
(2)-3068 I/2" GYPSUM WALLBOARD > ry
SOFFIT VENT W J--1
LOCATION OF INDOOR OUTLETS AND Lu 1 I 1
OUTDOOR UNIT TO BE DETERMINED BY DOUBLE 2x TOP PLATE VINYL SIDING. ATTACH THROUGH RIGID Lu
CONTRACTOR IN FIELD. FINISHED GELLAR w MINIMUM 24" LAP SPLICE LENGTH [R602.3.2] INSULATION TO WOOD FRAMING PER
z MANUFAGTURER'S INSTRUCTIONS FOR HIGH-WIND r(�
- MIN. 17 SEER, q HSPF VERIFY 36" MINIMUM ACCESS AREAS AND TO RESIST A MINIMUM 28 psf v
= I GLEARANG1E IN FRONT OF SUCTION LOAD (EXPOSURE B) OR 40 psf
EQUIPMENT TTHROUGH OPEN Lu (EXPOSURE G).
EXISTING STEEL COLUMN
(TYPICAL-6) DOORWAY [MI,401.2][E3405.2] _
I B68 �
_ N
_ •
- , �1 � � PLASTIC HOUSEWRAP INSTALLED UNDER FOAM
INSULATION. INSTALL AND TAPE ALL SEAMS PER Lu
_ GL LIN S OR G G OS T 2eba 2x4 WALL STUDS AT 16" O.G. MANUFACTURER'S INSTRUCTIONS [R703.2]
= tV N R T IRE R-I5 UNFAGED FIBERGLASS BATT INSULATION
a s R-5 I-INGH THICK EXTRUDED POLYSTYRENE (XP5) O
_ JH
1/2" GYPSUM WALLBOARDRIGID FOAM INSULATION, INSTALL USING
� GAP-HEAD NAILS WITH A MINIMUM 3/4"I z R-13 2" CLOSED-CELL SPF INSULATION PENETRATION;SPACED 12" O.G. PERIMETER AND
UNEXGAYATED DD �p NEW 2x4[FRAME WALL AND (ALSO AT RIM JOIST IN SECOND16" O.G. FIELD._ „ 0 cfm GONT. OTHER PROPOSED GONSTRUGTION FLOOR PLATFORM - NOT SHOWN)Q I/2" STRUCTURAL PANEL SHEATHING O ERV � ((TYPICAL-IN BLUE)M1505.43_ QwN3/4" STRUCTURAL PANEL 5UBFLOOR 2x SOLE PLATE
jly (L n — 2x BAND JOIST
12'-2" w 13'-C 1/2"
2x6 PRESERVATIVE TREATED SILL [UC2]
SANITARY WASTE DRAIN PIPE LL
UNDER SLAB Q ��
_ I I a a FLOOR JOISTS COPPER TERMITE SHIELD
- •-_ II 2 6 i` OVER SILL SEAL
266a
= SHOWER (2)-266a EXTEND GRADE SIOFOP N& TO HISTORICHIINOF FINAL
= UTILITY RM - --- - ---- ------- - -------------- 1/2" GYPSUM WALLBOARD
= UNFINISHED I _ GLCOSE
- o WATER 5ERVIGE RISER Iv
-
N FINISH GRADE
DEG< 24" DEEP SHELF
ABOVE 1/2" GYPSUM WALLBOARD
2 x 4 FRAME WALL WITH z U V w fn Z Z
PRESERVATIVE TREATED _ v z w 1� -
SEWAGE EJECTOR PUMP BOTTOM PLATE OO p } Z <� (3
+2" SPACE (� \
(DO NOT COMPRESS INSULATION) d(Y FROFOSED FINISHEDC,,EL AR PLAN if a = Lu Z a� Z
SCALE: I/4" I ft O� V �o
ADDITIONAL BLANKET INSULATION TO } v p p Q 'j '�u_ L < _I m
COVER ENTIRE WALL R O v 't O w O >. 4 I
--- --- — --- ---- — -- - --- - - - _
IL w d Lu LL D/ 0. lX- {,� � O Q Q
am � �- o o> z
WATER d MOISTURE RESISTANT Q W o L cq is p < Q
-- -- - - COMPOSITE WOOD BASEBOARD m
BOTTOM OF WALLBOARD SHALL BE 3/4" - L w
ABOVE SLAB FLOOR FOR MOISTURE BREAKUJ
� 4p3
ROOF
-------------------------------- ---------------------------------------------
4" P.G. FLOOR SLAB
POURED CONCRETE FOOTING OV NEW ,
_ _ ON UNDISTURBED 501L [R403.1] �Q� 0
¢� . / }h I �- - - - - - -- - - - - � — - - - - — � 6MILPOLYETHYLENEFILM �
> _ CONTINUOUS UNDER 5TEMWALL *
— — — I
I
--------- --_--_--_---------------------------------- ----
F--------------------------- __ ------------------------------ -----------
CEILING ROFCSF17 TYF I GAL NALL SECT 10N o 3 -
N0
MASTER BATH LAUNDRY > _ — — — _ _ _ — _ FAMILY33ATH
o��4}�SCALE: NTS `soon, ,c�R
/lt ENc1a=
DEf.IVERED APR 0 3 2025
I I I I I i I I I I I I I
LAV. I LAV. INC I I I i WASHER I i we II LAV.
TUB I I I I I TUB ,, 11 m
j I I SHOWER
i
12nd FLOOR 1
NA
l!) Q 'b
---------------- w 1-1/2" 3„ --- 2" W 2„ W -- ------- 2" W -----i-�- 2" W 3" W 1-1/2" W
G.O. 2 W 3" W 2" W 1 2" W I 3, W 2" w G.O.
L------------------------------- ------------------------------------- III-
_ OCEILING lu
+�-
n
— — — — i— —POWDER I KITCHEN x O p
3 >I >1 >I m0 0 z m
O ~ 0 Lu O
I 1 LAV. I INC I I I KIT SINK 0 O � X Q
I I DWLu
T4 Iu Z
I D_
f— X w � -A
IstFLOOR ( I
--------- ---- z
OL
th
L ----------- ---------- -------1-----------
---------------- ----------------- ---- Q -1-1/2" W w 2" W F- y
G.O. 2 W 3� W G.O ow::J - v -av
a
------------------------ - ------------------------ �- -----------------------------------
CEILING x b '
F.A.I.II- — T 4" BATH LL O O
- - - - - - - - - -�- - - - - �-
I �
I I LL
4" H. I G.O.
_u
i > 1 > 1 > 1 I ' Q /�' (/y� (/�--`-7pp
To APPROVED i HOUSE TRAP I I I 1 �LU lB I NV RISER D I / ��../RAM
SANITARY SYSTEM I WG
I I LAV, SCALE: NTS DATE: SEPTEMBER 2025
I
IN
PROPOSED
I
SHOWER FINISHED CELLAR PLAN
LBASEMENT FLOOR
---------------------- I ------ ------------------------------------------------------------------------•----
---------- 2" W---- 3" w 1-1/2" w DRAWING NUMBER
3" W 3" w 2" W
SEWAGE EJECTOR PUMP INSTALL WASTE LINES UNDER SLAB AND REPAIR CONCRETE SLAB AA == 2
I