HomeMy WebLinkAbout1000-83.-3-2.1 BOARD MEMBERS Southold Town Hall
Leslie Kanes Weisman, Chairperson " 53095 Main Road • P.O. Box 1179
Southold,NY 11971-0959
Patricia Acampora O�fi" :e�l..e
Eric Dantes Town Annex/First Floor,
Robert Lehnert, Jr. i 54375 Main Road(at Youngs Avenue)
Nicholas Planamento � Southold, NY 11971
littp://southoldtownny.gov
ZONING BOARD OF APPEALS S b '
TOWN OF SOUTHOLD PQ I H L. //`1 1 1 133C.1 M C
Tel. (631) 765-1809 RECEIVED
April 10, 2024 G.w._.._.M __._..
APR 2
Patricia Moore
Attorney at Law htai l T 0 v i
Plam�n0 Bo
51020 Main Road w ra
.W . ..
Southold, NY 11971
Re: Lieb Vines, LLC/Oregon Road Estates, LLC, File #6469
13050 Oregon Road, Cutchogue
SCTM No. 1000-83-3-2.1
Dear Mrs. Moore;
We are in receipt of your correspondence, dated March 12, 2024, informing our Board of changes your
client wishes to make to the interior of the existing space of the above subject vineyard tasting
room/office/storage building.
The original June 15, 2011 decision granted your client permission to convert a portion of the existing
storage building to a public tasting room, private tasting room, public restrooms, and new office space,
totaling 2,020 sq. ft. in size within the 5,549 sq. ft. storage building located less than the code required
100 feet setback from a major road. Based upon concerns of the Southold Town Planning Board
relating to mitigation of any adverse impacts to traffic, parking and noise, this Board conditioned the
subject relief by restricting any additional expansion of the tasting room.
Upon review and discussion of your submission during the Zoning Board of Appeals April 4, 2024
Regular Meeting, the Board unanimously agreed that since you are requestin- this Board to remove a
condition of their approval, that your request is not de minimis in nature.
Please do not hesitate to contact our office with any questions or concerns.
S.in er ly,
Leslie Kanes Weisman
Chairperson
cc: Michael Verity, Building Department
-�'I0NNI�')✓
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: March 7, 2024
-Su b�
T
WLJM
TO: Oregon Road Estate LLC RECEIVED
C/O Jeffrey Hass Esq
670 White Plains Rd Ste 121 MAR 077 Z024
Scarsdale,NY 10583 ......56-RFo
awri
Planning Board
Please take notice that your application dated January 17, 2024:
For permit to: construct alterations to an existing_build Ifice and wine tastilig at:
Location of property: 13050 Ore on Roadhogqe.NY
County Tax Map No. 1000—Section 83 Block 3 Lot 2.1
Is returned herewith and disapproved on the following grounds:
Pursuant to Article LjlS.e�ctioR)
-t10-13 (4-d and the I'llannin', Board decision dated
10/18/2011 con ditLion-5,,-the new sW�_plan re wires l')1anpt9Z_Roard.,Approval.
You may now apply to this agency directly.
Agiorized Signattiro
Note to Applicant: Any change or deviation to the above referenced application,
may require further review by the Southold Town Building Department.
CC: file, Planning Board
TOWN'OF SOUTHOLD—BUILDING DEPARTMFNT
Town Hall Annex 54375 Main Road P. O. Box 1179 Soutliold,NY 11971-0959
h 765 1,x
Date Received
APPLICATION FOR BUILDING P
For Office Use Only
�J
PERMIT NO. Building
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accented. Where the A plileantisnottheowneran
Ownei'ts Authurizafion foe irl(Page 2)shaill be cornpleted.
Date:
OWNER(S)OF PROPERTY:
#10
Name:OREGON ROAD ESTATE ViNEYARi3,� LLC SCTM �
Project Address:13050 Oregon Rd, Cutchogue, NY 11935
Phone#:631-734-1100 Email:susan@suhruwines.com
Mailing Address:PO BOX 523 Cutchogue, NY 11935
CONTACT PERSON:
Name:KATHERINE SAMUELS
Mailing Address:25235 Main Road Cutchogue, NY 11935
Phone#:631-734-6405 -kat�e@samu
DESIGN PROFESSIONAL INFORMATION:
Name:ABOVE
Mailing Address:
Phone#: mail:
CONTRACTOR INFORMATION'
Name:TBD
Mailing Address:
Phone#: Ern ail:
DESCRIPT!ON OF PPOPOSED CONSTRUCT!0N
EINewStructure OAddition WAlteration EIRepair DDemolition Estimated Cost of Project:
❑Other 300,000
Will the lot be re-graded? OYes *No Will excess fill be removed from premises? 11Yes *No
PROPERTY INFORMATION
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Zone or use district in which premises is situated; Are there any covenants and restrictions with respect to
AC this property? OYes *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
is:ci:z _�l tl Tcvdn pt 5 4,4mh€W,W talk,z a runty,New York and at&ms applicable L3 ars, or k guia,tic res,f i the of buitgirgs,
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(sl 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.
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Signature of Applicant: �'y �-�r�- -- Date: z
STATE OF NEW YORK)
SS-,
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the '� iryl�v _
i,i oFit..iCt�f, ll�,[=r?T, �17;�7f�rcll� UfPI_er,metc,I
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
qday of --,9 2l7 �� a_. w
Notary Public
JULIANNE CAROLINE FEDELE
P 'WT AUTHORIZATION 1 INotary Public•State of New York
�..�. .�.._ _ .. ........"
NO.01 FE0016050
(VVheni , ?FSG;" .rN 1lki':,z ld p':;'not I`Uw nr;y'I >w� �u.allfi�LnSufflikCount),
My commission Expires Nov 11,2027
....... residing at .
.__ ..... _.. ........... —do hereby authorize_w._w�w_.www..._..M_.�.._.�_...._......_..........�..._„ ............ .ww_��io apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owners Si......................
e Date
Print Owners Name
2
ARCHITECTS:
OREGON ROAD VINEYARD RENOVATION SAMUELS+
STEELMAN
ADDRESS:
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25235 MAIN ROAD
' CUTCHOGUE NY 11935
631-734-6405
CONSULTANTS:
ENGINEER:
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REVISIONS:
i PERMIT SET 1.15.24
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PROJECT NAME:
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BEFORE START OF ANY WORK AND DISCREPANCIES OR
n,
' GENERAL NOTES VARIATIONS TO APPROVED PLAN ARE TO BE BROUGHT TO
1. ALL WORKS SHALL BE PERFORMED IN ACCORDANCE THE ATTENTION OF THE OWNER BEFORE PROCEEDING.
KEY PLAN TEST HOLE WITH ALL STATE, MUNICIPAL, LOCAL ZONING AND BUILDING 12. ALL WORN: OF THE VARIOUS TRADES INVOLVED WITH THE
NO SCALE CODES AND ORDINANCES HAVING JURISDICTION AND BEST CONSTRUCTION OF THIS PROJECT, IS TO BE PERFORMED
BY MARK McDONALD GEOSCIENCE STANDARDS OF CONSTRUCTION PRACTICE. BY CAPABLE AND REPUTABLE CONTRACTORS, LICENSED IN
SITE INFO SOUTHOLD, NEW YORK 11971 2. THE AMERICAN INSTITUTE OF ARCHITECTS CONDITIONS THE STATE OF NEW YORK AND AS REQUIRED BY THE LOCAL
LOCATION: 13050 OREGON ROAD SHALL APPLY TO OIL WORK PERFORMED ON THIS PROJECT. GOVERNING AGENCY.
CUTCHOGUE NY, 11935 THE CONTRACTOR SHALL VERIFY OIL CONDITIONS CT THE 13. ALL WORK OF THE VARIOUS TRADES IS TO BE
TOTAL SITE AREA: 591,144 SF (13.639 AC.) TEST HOLE DATA 5/14/10 ELEV. + 23 SITE. ANY DISCREPANCIES MUST BE BROUGHT TO THE PERFORMED IN ACCORDANCE WITH STATE AND LOCAL 0
'9 046 SF OR .92 ACRES 0 FT. DARK BROWN LOAM OL ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT CODES AND ALL OTHER APPLICABLE AGENCIES AND _
C'p SITE AREA(DEV RIGHT INTACT): 40, ,
S OF CONSTRUCTTON, THE CONTROCTOR SHALL BE STANDARDS GOVERNING THAT PARTICULAR TRADE, AND AS
rG, SITE AREA(DRS): 554,114.44 SF (12,721 OC) RESPONSIBLE FOR CORRECTIONS NOT REPORTED ONCE HE
TYPE: AC (AGRICULTURAL CONSERVATION) HEREINAFTER STATED OR IMPLIED.
S.C. Tax Map #: 1000-83.-3-2.1 BROWN SILT MT HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS, 14. ANY WORK HEREINAFTER STATED OR IMPLIED WHICH IS
BUILDING USE: DRY STORAGE, WINE TASTING ROOM 1.0 FT. 3. WIIL BE OF GOOD QUALLTY, FREE FROM FAULTS END CONTRARY TO THAT REQUIRED BY THE APPLICABLE
13050 OREGON RD 23' 0" DEFECTS FOR 0 PERIOD OF ONE YEAR FORM THE DOTE OF GOVERNING AGENCIES AND CODES IS TO BE BROUGHT TO
OWNER: 3.0 FT. BROWN SILTY SAND SM THE FINAL CERTIFICATE OF OCCUPOM;Y. THE ATTENTION OF THE OWNER, AND CORRECTED IN 0
OREGON ROAD ESTATE VINEYARDS LLC 4. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE ORDER TO CONFORM TO THOSE GOVERNING
13050 OREGON RD CUTCHOGUE NY 11935 CONSTRUCTION MEANS METHOD, TECHNIQUES, REQUIREMENTS.G PALE BROWN FINE TO MED SAND SP SEQUENCES OR PROCEDURES, OR FOR THE SAFETY 15. ANY DISCREPANCIES SC EPANCIES FROM THIS PLAN AND THE ACTUAL
SURVEYOR: 4.0 FT. PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE CONDITIONS ARE TO BE REPORTED IMMEDIATELY TO THE
SCALICE LAND SURVEYING WORK AND HO ARCHITECT OR HIS REPRESENTATIVE.
¢�O 1 SOUTH BAY AVENUE, ISLIP NY 11751 5. SHALL NOT BE RESPONSIBLE FOR THE CONTRACTORS 16. ALL CONSTRUCTION MATERIALS ARE TO BE NEW AND OF U)
FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH A LEVEL OF QUALITY WHICH WILL INSURE THE QUALITY OF
LOT COVERAGE CALCULATION: DEV RIGHT INTACT PALE BROWN FINE TO COURSE SAND SW THE CONSTRUCTION DOCUMENTS. THE ARCHITECT SHALL WORK DESIRED BY THE OWNER. 0
{ 16 FT. NOT BE RESPONSIBLE FOR THE ACTS OR OMISSION BY 17. RELOCATED PARTITIONS ARE TO BE DISASSEMBLED AND
SITE AREA: 40,046 SF OR .92 ACRES
TOTAL LOT COVERAGE ALLOWED: 20 % (8,009.2 SF) THE CONTRACTOR NO CHANGES SHALL BE MADE IN THE RECONSTRUCTED TO INSURE DURABLE STRONG PROJECTADDRESS:
TOTAL LOT COVERAGE SF EXISTING: 13.9% (5,569 SF) 23 FT. DOCUMENTS AND/OR THE BUILDING AS DESIGNED WITHOUT CONSTRUCTION. DO NOT RELOCATE PARTITIONS AS A
(NO INCREASE PROPOSED) THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT. COMPLETE WALL.
TOTAL COVERAGE: 13.9% < 20% REQUIRED THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL 18. SILL PLATES OF NEW AND RELOCATED PARTITIONS OREGON ROAD
COMMENTS:NO GROUNDWATER ENCOUNTERED MAINTAIN CONTINUOUS INSURANCE ,COVERAGE ARE TO BE SECURED DIRECTLY TO THE EXISTING FLOORING. CUTCHOGUE, NEW YORK
FLOOD ZONES: STATUTORY POLICLES (WORKER COMPENSATION, ETC.) AND REMOVE ANY FINISH MATERIALS, SUCH AS CARPETING,
SITE IS NOT LOCATED IN A FLOOD ZONE. GENERAL LIABILITY IN AN AMOUNT NOT LESS THAN $ 5 PRIOR TO ANCHORING PLATE.
MLLLLON AND AUTOMOBILE LLOBLLLTY AND DAMAGE 19. PRIOR TO COMPLETION OF THE WORK, REMOVE FROM \��ti���RCy��
N COVERAGE NOT LESS THON $ 2 MILLION. THE ARCHITECT THE JOB SITE ALL TOOLS, SURPLUS MATERIALS, EQUIPMENT, G SNE NS F
SHALL BENAMED INSURED ON ANY AND ALL POLICIES. SCRAP, DEBRIS, AND WASTE, EXCEPT AS OTHERWISE
D RAW I N G LIST. CODE INFO 6. ALL CONSTRUCTION SHALL MEET NYS ENERGY NOTED BY THE OWNER. '+ . ,
ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH CONVERSATION CONSTRUCTION CODE. ALL GLAZED AREA ALL CONDITIONS INDICATED OR IMPLIED AS EXISTING AT THE 'k
THE PROVISIONS OF THE SPECIFICATIONS, DRAWINGS AND TO BE DOUBLE GLAZED AND ALL EXTERLOR DOOR TO HAVE TIME OF THIS APPLICATION ARE NOT THE
T-100.00 TITLE SHEET
A-001.00 GENERAL NOTES CONSTRUCTION CRITERIA OF THE OWNER AND SHALL SATISFY LNSULOTED CORES. THE INSULATION PROTECTION AS RESPONSIBILITY OF THE ARCHITECT.
S-100.00 SITE PLAN ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS OF INDICATED ON THESE PLANS EXCEEDSTHE CODE'S MINIMUM 20. ALL CONDITIONS INDICATED OR IMPLIED AS EXISTING AT `S'1' "443r �o N-
DM-100.00 1ST FLOOR DEMO ALL GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO STANDARDS. THE TIME OF CONSTRUCTION ARE NOT THE RESPONSIBILITY ��oF
A-100.00 FIRST FLOOR PLANS THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL 7. THESE DRAWINGS AND SPECIFICATION ARE OF THE ARCHITECT.
A-101.00 ROOF PLANS BE PERFORMED BY THE TENANTS CONTRACTOR; ALL PERMITS INSTRUMENTS OF SERVICE AND SHALL REMAIN THE 21. CONTRACTOR WILL FULLY COMPLY TO THE PROVISIONS DRAWNBY,- Author
A-300.00 ELEVATIONS SHALL BE SECURED AND PAID FOR BY THE TENANTS PROPERTY OF THE ARCHITECT WHETHER THE PROJECT FOR OF THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT DATE: 1/1612024 11:53:26 AM
SCOPE O F WORK. A-301.00 ELEVATIONS LIMITED TO TH(E FOLLOWING:LE CODES INCLUDE BUT ARE NOT BEICH THEY USED ON ONYDE LS EXECUTED OTHER PROJECTOR NOT. THEY MAY EXCEPT BY WRITTEN OT TOF 1920 O THE ACT.D TO ANY RULES AND REGULATIONS PURSUANT SCALE:
A-350.00 SECTION BUILDING AND STRUCTURAL 2020 CODE OUTHORLZATLON OF THE ARCHITECT. 22. ALL MATERIALS AS WELL AS METHODS AND PROCESSES DRAWING SHEET NAME
INTERIOR AND EXTERIOR RENOVATION AND ADDITION TO AN EXISTING A-600.00 WALL TYPES SMOKE AND CARBON MONO. 2020 CODE 8. A SINGLE STATION SMOKE DETECTOR ALARM DEVICE USED IN THE PERFORMANCE OF THE WORK SHALL
DRY STORAGE AND WINE TASTING ROOM. NO INCREASE IN SQUARE SAFETY NOTICES 2020 CODE SHALL BE INSTALLED CONFORM TO THE STANDARDS OF THE BUILDING. COVER SHEET
FOOTAGE. MECHANICAL 2020 MECHANICAL CODE IN EACH BEDROOM, ON ALL FLOORS AND SHALL BE 23. CERTIFICATES OF INSURANCE AS REQUIRED UNDER THE
INTERCONNECTED PER CODE. DOCUMENT TITLED "INSURANCE REQUIREMENTS FOR
PLUMBING 2020 PLUMBING CODE 9. ALL BATHROOM WITHOUT OPERABLE WINDOWS TO BE TRADES CONDUCTING OPERATIONS IN BUILDINGS FOR
ENERGY CODE 2018 NYS ENERGY MECHANICALLY VENTILATED OS PER NEW YORK STATE WHICH CUSHMAN & WAKEFIELD INC. ACTS AS AGENT" DRAWING SHEET NO:
CONSERVATION CODE. INCLUDED IN THE CONTRACT DOCUMENTS, MUST BE
10. NO WORK IS TO BE STARTED UNTIL A BUILDING PERMIT FURNISHED TO THE ARCHITECT PRIOR TO PROCEEDING
HAS BEEN SECURED AS REQUIRED BY THE APPLICABLE WITH ANY WORK AND REQUIRED INSURANCE IS TO BE
GOVERNING AGENCY OR AGENCIES. MAINTAINED AT ALL TIMES DURING CONSTRUCTION.
11. ALL CONDITIONS AND DIMENSIONS ARE TO BE VERIFIED
T=000 , 00
ARCHITECTS:
GENERAL NOTES (CONT.) PLUMBING NOTES ACCESSIBILITY NOTES (BC 2014 - CHAPTER 11) ACCESSIBILITY AND TYPICAL MOUNTING HEIGHTS
1. ALL EXISTING DIMENSIONS TO BE FIELD VERIFIED. 1. ALL PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2014 NYC BUILDING, 1. CABINETS SHALL BE MODIFIED,RANGE, DISHWASHER,WASHER I DRYER(WHERE APPLICABLE)SHALL BE 1. SEE ARCHITECT'S DRAWINGS FOR PLAN LOCATIONS SAMUELS+
2. ALL EXISTING UTILITIES TO BE FIELD VERIFIED. PLUMBING AND FUEL GAS CODES. REPLACED AND APPROVED TYPE APPLIANCES SPECIFIED IN ANSI SHOULD HANDICAPPED PERSONS OCCUPY THE 2. ALIGN DEVICES VERTICALLY WHEN IN 4'-0 PROXIMITY
3. IF NECESSARY:UPDATE AND MODERNIZE HVAC EQUIPMENT IN LIVING ROOM AND BEDROOM-COORDINATE WITH 2. ALL FIXTURES SHALL BE OF TYPE AND MANUFACTURE APPROVED FOR USE IN NYC AND BEAR BS&A APPROVAL. APARTMENT TO BE RENOVATED. 3. FOR DEVICES ON WALLS UP TO 3-0"WIDE, CENTER DEVICES SIMILAR TO COLUMN PLACEMENT SHOWN.
� „ STEELMAN
BUILDING. 3. ALL HOT AND COLD WATER LINES MUST BE SEPERATED BY AT LEAST THREE INCHES AND FULLY COVERED W/ 2. FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS SHALL BE MADE STABLE, FIRM AND 4. FOR NON-DIMENSIONED DEVICES ON WALLS LONGER THAN 3-0 LAYOUT DEVICES VERTICALLY ON ONE SIDE OF
4. ALL SPECIFICATIONS I SCHEDULES TO BE COORDINATED IN DETAIL AFTER INITIAL FLOOR PLAN DESIGN APPROVAL PIPE INSULATION. SLIP RESISTANT IN COMPLIANCE WITH SEC.4.5.1.ANSI SHOULD HANDICAPPED PERSONS OCCUPY THE WALL, REFER TO PLANS FOR SIDE LOCATION OF WALL,
FROM THE MANAGEMENT COMPANY AND BOARD. 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBER. PLUMBING CONTRACTOR SHALL ARRANGE AND APARTMENT TO BE RENOVATED. 5. FOR LOCATIONS WHERE MULTIPLE DEVICES ARE SCHEDULED AT SAME HEIGHT, DEVICES TO BE 2"APART.
5. BATHROOM IS TO REMAIN AT THE SAME LOCATION AND SIZE. OBTAIN INSPECTIONS AND SIGN-OFFS. 3. DIMENSIONS OF CLEAR SPACE AND DOOR OPENING INTO ADAPTABLE TOILETS(WHERE APPLICABLE)COMPLY 6. DEVICES ABOVE MILLWORK OR FURNITURE TO BE 6"ABOVE COUNTER TOP, COORDINATE WITH SCHEDULED
5.1. ALL UTILITIES AND FIXTURES TO REMAIN OVER EXISTING"WET ZONES" 5. IN ALL INSTANCES WHERE EXISTING BRANCH PLUMBING PIPING IS EXPOSED OR OTHERWISE DISTURBED AS A
WITH SEC.4.32.4.2. MILLWORK AND FURNITURE. ADDRESS:
5.2. NO NEW EXHAUST VENTS RESULT OF THE ALTERATION,SUCH BRANCH PLUMBING PIPING SHALL BE REMOVED AND REPLACED FROM THE 4. DOOR WIDTHS SHALL BE A MINIMUM OF 34"IN COMPLIANCE WITH SECTION 4.13.5 ANSI DOOR CLEARANCE TO BEFLOOR CL 25235 MAIN ROAD
5.3. EXPANSION(IF DESIRED)MUST BE APPROVED BY THE BOARD FIXTURES TO THE BUILDING RISERS AND STACKS. IN ALL SUCH INSTANCES, NEW RISER SHUT OFF VALVES SHALL 32 DESIGNATION HALL SIGNALS
- 00 THERMOSTAT/ COAT � CUTCHOGUE NY 11935
6. THE KITCHEN TO REMAIN AT THE SAME LOCATION AND SIZE UNTOUCHED. BE INSTALLED IN LOCATIONS AGREEABLE TO THE BUILDING MANAGEMENT. 5. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 112"IN HEIGHT AS PER SEC 4.13.8 ANSI. (ADA/ANSI) TEMPERATURE HOOKS 631-734-6405
7. ALL CONSTRUCTION WILL COMPLY WITH THE REQUIREMENTS OF NYC BUILDING CODES FOR CLASS I FIREPROOF 6. CHECK VALVES MUST BE FURNISHED ON BRANCH PIPING TO ALL FAUCETS,TUB SPOUTS OR SHOWERHEADS 6. HANDLES,PULLS,LATCHES, LOCKS AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A C/) SENSOR 02"r
HAVING MIXING VALVES. INDIVIUAL STOP VALVES SHALL BE INSTALLED FOR EACH FIXTURE. SHAPE THAT IS EASY TO GRASP AND SHALL BE OPERABLE WITH ONE HAND AS PER SEC 4.13.9 ANSI. L j CONSULTANTS:
BUILDING,AND ALL WOOD WILL BE FIRE RATED. F CARD READER o
7. NO WORK SHALL BE DONE THAT AFFECTS STEAM LINES UNLESS AND UNTIL SPECIFICALLY AUTHORIZED FROM 7. MANEUVERING CLEARANCES AT DOORS TO COMPLY WITH ANSI SEC 4.13.6 5.SINKS SHALL BE HANDICAP " BUTTON SWITCH � ENGINEER:
8. THERE MAY BE HUNG CEILINGS AND SOFFIT IN THIS PROJECT(SEE PLANS FOR CONFIRMATION). t__ � J COMPANY
THE BUILDING MANAGEMENT. ACCESSIBLE AS PER FIG.31 ANSI. ¢
9. PLUMBING PARTITIONS,PARTY WALLS OR EXTERIOR WALLS WILL BE CONSTRUCTED WITH MASONRY OR CEMENT o o � I STREET
BOARD AND PLASTER OR EQUAL. 8. ALL PLUMBING REPLACEMENTS AND OR INSTALLATIONS SHALL BE INSPECTED BY THE CITY, BOARD OR ITS 8. FUTURE OUTWARD DOOR SWING INDICATED ON DRAWINGS(TPPN 15/88). `0 o N o N N o NEW YORK NY 00000
co
10. ARCHITECT TO PROVIDE AN ELECTRICAL LOAD LETTER LISTING THE EXISTING AND NEW ELECTRICAL LOADS DESIGNATED REPRESENTATIVE PRIOR TO BEING CLOSED. 9. DOOR BUCK SHALL BE PROVIDED TO ALLOW REMOUNTING ON SAME FRAME IN ORDER TO ACHIEVE ALTERNATE `r \ -- Q `r
BASED ON THE NEW YORK CITY ELECTRICAL CODE. 9. PROVIDE NEW SHUT OFF VALVES AFTER ANY FULL 3-ELBOW SWING. SWING(TPPN 15188). o "' ' OWNER:
11. PRIOR TO WORK,THE CONTRACTOR AND ARCHITECT SHALL MAKE ADEQUATE PROBES OF EXISTING PARTITIONS 10. PLUMBER MUST CHECK AND MAINTAIN EXISTING WASTE AND VENT LINES TO BE FREE OF ANY OBSTRUCTION. 10. EXISTING RESIDENITAL BUILDING WITH ELEVATOR SERVICE COMPLIES AND/OR PARTIALLY COMPLIES WITH °° ELEVATOR DOOR SWING DOOR L OUTLETS SHOWER CONTROLS OREGON ROAD ESTATE VINEYARD LLC
TO BE DEMOLISHED TO DETERMINE THE PRESENCE OF ANY CONCEALED RISERS,ELECTRIC CONDUIT, 11. VERIFY THAT DRAIN LINES AS SHOWN CAN BE SIZED AND INSTALLED AS PER CODE.ALERT ARCHITECT TO MODIFY PREVIOUS ACCESSIBILITY REQUIREMENTS UNDER LOCAL LAW 58 OF 1987. 13050 OREGON RD
�. AND ACCESSORIES
TELEPHONE OR OTHER UTILITY LINES SERVICING THE BUILDING OR OTHER APARTMENTS PRIOR TO COMMENCING PLANS IF OTHERWISE. 11. NEW WORK SHALL COMPLY WITH 2014 BC,CHAPTER 11 "ACCESSIBLITY"(ANSI Al 17.1-2009)EXCEPT THAT AS THIS I P.0 BOX 523 CUTCHOGUE, NY 11935
DEMOLITION. 12. ALL HOT AND COLD WATER PIPING AT FIXTURE TO BE TERMINATED W/AIR CHAMBERS RISING ABOVE THE RESIDENTIAL BUILDING WAS OCCUPIED PRIOR TO MARCH 13, 1991,TOILET AND BATHING ROOMS MAY COMPLYr � MIRROR
12. ARCHITECT SHALL ASSURE THAT NO BUILDING SYSTEMS WILL BE DEMOLISHED DAMAGED OR RELOCATED FIXTURE. WITH PROTOTYPES ESTABLISHED BY ANSI Al 17.1-1986 PER RCNY 1101-01. J 40 I 48" MIN. REVISIONS:
DURING DEMOLITION OR CONSTRUCTION WITHIN THE APARTMENT INCLUDING, BUT NOT LIMITED TO,STRUCTURAL 13. FIXTURE PIPING BETWEEN SHUT-OFF VALVE AND FAUCET OR APPLIANCE TO BE COPPER TUBING WITH FLARED 12. BC 1101.3.1: NO CHANGE OF OCCUPANCY OR USE PROPOSED UNDER THIS APPLICATION z J j
24" MIN. MAX. 42" MI 17" MI _ _ _ _ _ _ PERMIT SET 1.15.24
ELEMENTS SUCH AS SLABS BEAMS,COLUMNS,VENTILATION AND FIRE-RATED SHAFTS, ELECTRICAL, INTERCOM, ENDS AND BRASS BUSHINGS. 13. BC 1101.3.2:ALL PORTIONS OF THE BUILDING BEING ALTERED UNDER THIS APPLICATION TO THE EXTENT OF THE 18" MIf�. 12"�12" z SOAP z
GAS,HEATING,OR PLUMBING RISERS,AMONG OTHERS.ARCHITECT SHALL ASSURE THAT WORK WILL NOT IMPACT 14. NO REINFORCED RUBBER HOSE WILL BE ALLOWED IN PIPING TO APPLIANCES. ALTERATION ARE PROVIDED WITH ACCESSIBLE FEATURES AS NOTED. � 1 g 8" MIN. - -
BUILDING SYSTEMS AND/OR SURROUNDING APARTMENTS AND WILL BE PROPERLY PERMITTED AND SIGNED OFF g�_
14. BUILDINGS AND FACILITIES SHALL BE DESIGNED AND CONSTRUCTED TO BE ACCESSIBLE IN ACCORDANCE WITH "'
15. ALL PLUMBING WORK WILL BE PERFORMED WITHIN THE UNIT SPACE AND NO WORK IS TO TAKE PLACE BELOW THE I � �ON. IF UNEXPECTED CONDITIONS ARE UNCOVERED AND/OR THE ALTERNATION PLANS MUST BE MODIFIED IN ANY a X - - -
SLAB, CHAPTER 11 ACCESSIBILITY,BC APPENDICES E, N&P,AND ICC Al 17.1 (ACCESSIBLE AND USABLE BUILDING ` - - - - - - - - Q Q - Q CLEAR
WAY,THE APARTMENT OWNER AND/OR THEIR CONTRACTOR MUST NOTIFY BUILDING MANAGEMENT PRIOR TO 60"MIN. o o M �, MI FLOOR
16. NO RISERS CAN BE RELOCATED OR REMOVED. FACILITIES).
PROCEEDING FURTHER. IF SIGNIFICANT ALTERNATIONS TO THE APPROVED AND PERMITTED PLANS ARE 15. AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO EACH PORTION OF THE BUILDING,TO ACCESSIBLE BUILDING PLAN `�' j 0 N . PLAN SPACE
REQUIRED AND THEY ARE PRESENTED AND PRE-APPROVED THOUGH MANAGEMENT AND THE BUILDING 17. ANY REQUIRED WATER SHUT-DOWN NEEDS ARE TO BE REQUESTED IN WRITING TO THE BUILDING MANAGEMENT
CONSULTANT THE DOB PERMITS MUST BE AMENDED THROUGH THE PAA PROCESS AT THE DOB.NO WORK ON INDICATING TIME AND DURATION AND COORDINATED WITH BUILDING SUPERINTENDENT. ENTRANCES CONNECTING ACCESSIBLE PEDESTRIAN WALKWAYS AND THE PUBLIC WAY,AND OTHERWISE COMPLY ACCESSIBLE GRAB BAR WITH TOILET I ACCESSIBLE 11" MN. PROJECT NAME:
THE MODIFIED WORK CAN BE PERFORMED UNTIL THE PAA IS APPROVED. 18. SPEEDY CONNECTIONS ARE NOT PERMITTED.
WITH CHAPTER 4,ACCESSIBLE ROUTES,OF THE ICC 117.1. WATER CLOSET REINFORCING STRIP PAPER LAVATORY
12.1. IF NECESSARY:THE CONTRACTOR SHALL FIRE-SAFE ANY OPENINGS BETWEEN FLOORS AND/OR WALLS 16. ACCESSIBLE MEANS OF EGRESS TO BE PROVIDED AS PER NEW YORK CITY BUILDING CODE SECTION BC1007.
EXPOSED DURING THE WORK. 19. PRESSURE ASSIST TOILETS SHALL NOT BE PERMITTED. 17. ALL UNITS SERVED BY AN ELEVATOR IN OCCUPANCY R-2 SHALL BE TYPE B UNITS WITH THE ADDITIONAL
12.2. ALL VENT OPENINGS,CONVECTORS, ENTRY AND SERVICE DOORS SHALL BE SEALED OFF WITH 20. AIR CHAMBERS MUST BE INSTALLED AT EACH INDIVIDUAL FIXTURE. REQUIREMENTS OF TYPE BUNITS IN R-2 OCCUPANCY PER BC 1107.2.ALL TYPE B UNITS TOILET AND BATHING
POLYETHYLENE SHEETING 6 MIL.THICK OR GREATER AND/OR DUCT TAPED DURING DEMOLITION TO PREVENT 21. ALL VALVES MUST BE ACCESSIBLE TO THE SATISFACTION OF THE BUILDING MANAGEMENT. FACILITIES IN GROUP R-2 MUST COMPLY WITH APPENDIX P OR TYPE A TOILET AND BATHING FACILITIES(BC 4"MIN, � � 4"kN. � �
DUST FROM INFILTRATING BUILDING SYSTEMS,CORRIDORS AND STAIRS. 22. IF NECESSARY:NEW SHOWER CURBS MUST BE BUILT OF MASONRY ANCHORED TO THE SLAB. LEAD PANS MUST 1107.22). DWELLING UNITS SHALL BE EQUIPPED WITH DOOR WIDTHS AND CLEAR FLOOR SPACES FOR POSSIBLE ' 124"MIN.
12.3. THE CONTRACTOR MUST CONTROL DUST AND NOISE TO THE MAXIMUM EXTENT POSSIBLE DURING THE BE PAINTED W/BITUMINOUS WATER PROOFING MATERIAL AFTER INSTALLATION.THE SHOWER PAN MUST BE OCCUPANTS WITH PHYSICAL DISABILITIES.TYPE B UNITS FOR R-2 OCCUPANCY SHALL INCLUDE ADAPTABLE 24" MIN, rM X. 4" MAX 12" MIN.
DEMOLITION AND CONSTRUCTION WITHIN THE APARTMENT AND MUST FULLY ADHERE TO THE REQUIREMENTS OF TESTED BY 24-HR STANDING WATER TEST.THE SHOWER WASTE CONNECTION SHALL BE SOLDERED AND WIPED. FEATURES AND ABIDE BY REQUIREMENTS SET FORTH ALL APPLICABLE SPACES IN SECTION BC 1107. - - - 'o ' - - - Q
THE BUILDING'S ALTERATION AGREEMENT REGARDING WORK WITHIN THE APARTMENT AND OTHER BUILDING BOLTED AND HUB CONNECTIONS ARE NOT PERMITTED. 18. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES,THE TIME REQUIRED TO 48" MIN. "MIN_ ' 30' MIN. "MIN_
ACCESS AREAS. 23. CHECK VALVES AND BACKFLOW PREVENTERS MUST BE INSTALLED ON EVERY SINGLE LEVER FAUCET,WASHING MOVE THE DOOR SHALL BE 5 SECONDS MINIMUM.
12.4. THE CONTRACTOR MUST CONTROL DUST AND NOISE TO THE MAXIMUM EXTENT POSSIBLE DURING THE MACHINE, DISH WASHER,AND SINGLE LEVEL SHOWER BODY.ALL BATHROOM UNILITY SINKS AND TUBS SHALL 19. OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES SPECIFIED IN SECTION 308
DEMOLITION AND CONSTRUCTION WITHIN THE APARTMENT AND MUST FULLY ADHERE TO THE REQUIREMENTS OF HAVE OVERFLOW DRAINS BUILT IN. OF THE ICC Al 17.1 AND BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING PINCHING OR
THE BUILDING'S ALTERATION AGREEMENT REGARDING WORK WITHIN THE APARTMENT AND OTHER BUILDING TWISTING OF THE WRIST AS PER SECTION 309 OF THE ICC Al7.1. ACCESSIBLE TUB FOR GRAB BAR WITH
ACCESS AREAS. PIPING NOTES ADAPTIVE BATHROOM REINFORCING STRIP
12.5. PER DOB:A CERTIFICATE FROM A LICENSED ASBESTOS INVESTIGATOR INDICATING WHETHER THE PROJECT 20. BLOCKING FOR THE FUTURE INSTALLATION OF GRAB BARS TO BE PROVIDED IN ALL ACCESSIBLE BATHROOMS AS
DOES OR DOES NOT INVOLVE THE REMOVAL OF ASBESTOS MUST BE PROVIDED TO THE MANAGEMENT PRIOR TO STIR IN ALL RENOVATED AREAS,THE FEED BRANCH LINES MUST BE REPLACED BACK TO THE RISER. DESCRIBED IN SECTION 604 OF ICC A117.7.GRAB BARS,SHOWER SEATS AND DRESSING ROOM BENCH SEATS
WORK. 2. ALL RISERS MUST BE INSPECTED BY THE RESIDENT MANAGER UPON OPENING UP THE WALLS AND IF ANY WORK SHALL BE DESIGNED TO MEET THE REQUIREMENTS OF NEW YORK CITY BUILDING CODE SECTION BC 1607.7.2. _ 36" 40"
12.6. THE CONTRACTOR SHALL COMPLY WITH"THE USE OF LEAD-SAFE PRACTICES"FOR WORK IMPACTING 6 SQ. 21. INTERIOR ACCESS FLOOR SURFACES ADAPTABLE KITCHENS ADAPTABLE KITCHENETTES AND ADAPTABLE x 0
IS REQUIRED THE RESIDENT MANAGER SHALL CONTACT THE BUILDING PLUMBER FOR FURTHER REVIEW. --- 42" MIN. 12" M 36" MIN. 18" 1311
FT.OR MORE OF LEAD PAINT IN BUILDINGS ERECTED BEFORE 1978,AND ALL APPLICABLE STATE AND LOCAL 3. THE FEED BRANCH LINES MUST BE EQUIPPED WITH AN EMERGENCY SHUT OFF/CHECK VALVE AS CLOSE TO THE BATHROOMS SHALL BE AS PER ICC A117.1. _ , I1
11
REGULATIONS. PROPOSED WORK MUST ALSO COMPLY WITH THE FEDERAL EPA RULE ISSUED APRIL 22,2008. . z - .
RISER AS POSSIBLE. C:) 12°� MIN, ( IN
13, THE ARCHITECT HAS REVIEWED THE BUILDING'S ALTERATION AGREEMENT INCLUDING ALL RIDERS,AND THE 4. THE VALVE MUST ALSO BE LOCATED OUTSIDE THE WALL OR IN A FIRE RATED ACCESS PANEL.
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CONTRACTOR'S SCOPE WILL INCLUDE COMPLIANCE WITH ALL OF THE BUILDING REQUIREMENTS. 5. ALL BRANCH FEED PIPING MUST CONFORM TO LOCAL CODE REQUIREMENTS AND ONLY HIGH QUALITY COPPER h " aQ
14. ALL EXISTING AND NEW VALVES MUST BE ACCESSIBLE EITHER EXPOSED OR FROM ACCESS PANELS. 56 MIN 18 - 1
PIPES CAN BE USED. o - _
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15. ALL"WET SPACES"SHALL HAVE FABRIC REINFOCED WATER MEMBRANE BELOW THE FLOOR SUCH AS LATICRETE 6. THE LOCATION OF THE ACCESS PANELS,VALVES AND NEW BRANCH LINE RUNS MUST BE LOCATED ON THE �
9235 TURNED UP 4"AT WALLS. ALTERATION PLANS AND/OR SHOWN TO THE RESIDENT MANAGER DURING CONSTRUCTION. PLAN 0
16. LICENSED PLUMBER SHALL COORDINATE ALL WORK WITH THE RESIDENT MANAGER PRIOR TO THE START OF ALL 7. ALL EXPOSED AND NEW FEED PIPING MUST BE INSULATED.THIS INCLUDES BUT IS NOT LIMITED TO ALL HOT, TOILET PARTITION GRAB BAR WITH j ACCESSIBLE&AMBULATORY URINAL
WORK. COLD, HEATING AND COOLING PLUMBING FEED LINES,WHETHER BELONGING TO THIS APARTMENT OR NOT. REINFORCING STRIP WATER CLOSET
17. FILING, PERMITS,&LICENSES 8. ALL PIPE INSULATION MUST BE INSPECTED BY THE RESIDENT MANAGER PRIOR TO CLOSURE. Uj
17.1. THE PROJECT WILL BE FILED WITH THE NEW YORK CITY BUILDINGS DEPARTMENT.A PERMIT WILL BE WALL MOUNTED
OBTAINED AND COPY WILL BE PROVIDED TO THE MANAGEMENT PRIOR TO WORK.AT THE COMPLETION OF WORK, CONSTRUCTION PLAN LEGEND ELECTRICAL LEGEND CLOCK SPEAKER/STROBE AED
A LETTER FROM THE NEW YORK CITY BUILDINGS DEPARTMENT INDICATING THAT THE WORK HAS BEEN -- -- AUDIO/VISUAL I STROBE U)
SATISFACTORILY COMPLETED WILL BE PROVIDED TO THE MANAGEMENT. HOSE CABINET - -- ALARM&STROBE O
17.2. ALL PLUMBING WILL BE PERFORMED BY A LICENSED PLUMBER AND FILED WITH THE NEW YORK CITY 3q-- j HORN/SIREN
NOT IN SCOPE
BUILDINGS DEPARTMENT.THE WORK WILL BE APPROVED BY THE NEW YORK CITY BUILDINGS DEPARTMENT AT NOT IN SCOPE GFI L FIRE EXTINGUISHER
,
THE COMPLETION OF WORK. EXISTING STRUCTURE/ GFI OUTLET z LL
-- CABINET o PROJECT ADDRESS:
(NON TYPICAL HEIGHT) ¢ _ O - - Z
17.3. ALL ELECTRICAL WORK WILL BE COMPLETED BY AN ELECTRICIAN LICENSED BY THE CITY OF NEW YORK.THE PARTITION WALL _ _ > z
ELECTRICAL WORK MUST BE FILED BY THE CONTRACTOR WITH THE BUREAU OF ELECTRICAL CONTROL AND A O DOWNLIGHT 220 w I AEID oLul
CERTIFICATE OF ELECTRICAL INSPECTION MUST BE PROVIDED TO THE MANAGEMENT AT THE COMPLETION OF (SURFACE MOUNT) 22 VOLT OUTLET U_ WARDEN STATION CAco BINET o o O°, OREGON ROAD
WORK.
.. .. NEW PARTITION WALL DOWNLIGHT ON SENSOR o FIRE ALARM PULL STA ION M Cf)
CUTCHOGUE, NEW YORK
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18. TUB/SHOWER WALLS ARE TO BE EITHER EXISTING GYPSUM TILE,WATERPROOF CEMENT PLASTER,WATERPROOF WINDOW S W INTERRUPTER RECEPTACLE �-
GYPSUM BOARD,OR NEW CEMENTITIOUS WONDERBOARD OR DU-ROCK. , DRINKING FOUNTAINS
19. ALL GAS PIPING WORK SHALL MEET THE REQUIREMENTS OF NYC BUILDING CODER RECESSED LIGHT FIXTURE QUAD RECEPTACLE WALL MOUNTED (STANDARD&ADA/ANSI) \C,�ER�ARC/
(H=NON TYPICAL HEIGHT) FLUSH CONTROL SNE S �
20. THE EXISTING AND NEW GAS SHUT-OFFS SHALL BE ACCESSIBLE. DOOR ��
21. PLUMBING WORK SHALL BE FILED INDICATING A GAS PIPING EXTENSION. (SEE SCHEDULE ON SHEET X-XXX) IC SMOKE DETECTOR TOILET PAPER AND SEAT
OUTLET OUTLET ' R`
$ SWITCH(VIF) COVER DISPENSER
22. NO GAS PIPING SHALL BE LOCATED IN THE FLOOR. OVERHEAD AND BASE MILLWORK -�� -- -
I
23. CON-ED SHALL BE NOTIFIED OF THE WORK. ------- (ALL MILLWORK TO BE CONFIRMED O CEILING FAN '
VIA SHOP DRAWINGS) $D SWITCH ON DIMMER(VIF) X X C UNTER
24. IT IS A SPECIFIC REQUIREMENT THAT THE COMPLETED GAS PINING SHALL BE TESTED BY CONTRACTOR AND Q ¢ T] COUNTER DESK
INSPECTED AND SIGNED OFF BY THE DOB.SELF-CERTIFICATION BY PLUMBING SHALL NOT BE ALLOWED. 11 WALL TYPE TAG CHANDELIER THREE-WAY WI � z M v `� o o pp `P��rF X4436
(SEE WALL DETAIL SHEET A-800.00) $T SWITCH
25. PRESSURE TEST SHALL BE AT 3 PSI AFTER A NEW VALVE AND TEE IMMEDIATELY ADJACENT TO THE GAS o bo �F NEW
SHUT-OFF.SHUT-OFF VALVE SHALL BE TESTED WITH SOAP FILM. ROOM L1 _ _ _ _ HORIZONTAL COVE LIGHT INTERCOM
26. PRIOR TO COMMENCING ANY WORK,THE LICENSED PLUMBER SHALL PRESSURE TEST THE GAS SUPPLY BACK TO 101 ROOM TAG (SPECIFY VIA SHOP DRAWINGS) (H=NON TYPICAL HEIGHT) TOILET 7 PAPER TOWEL SANITARY NAPKIN OUTLET DRAWN BY.' AufhorVH
DISPENSER&WASTE DISPENSER&WASTE DATE: 1/16/202411:53:33 AM
THE POINT REQUIRED BY NYC DOB.IF THE LOSS IN PRESSURE EXCEEDS CODE LIMITS,NO GAS PIPING WORK L2 _ _ _ _ HORIZONTAL SHELF LIGHT RECEPTACLE DISPOSAL
SHALL BE DONE UNTIL REPAIRS ARE MADE AT THE SHAREHOLDER'S EXPENSE. SHOULD IT NOT BE POSSIBLE TO (SPECIFY VIA SHOP DRAWINGS) TH THERMOSTAT SCALE: As indicated
MAKE THE NECESSARY REPAIRS DUE TO LIMITED ACCESS TO THE GAS RISER OR FOR OTHER REASONS,THEN NO (H=NON TYPICAL HEIGHT)
GAS CHANGES WILL BE ALLOWED. SH ROLLER SHADE FG SPEAKER CLEAR DOORWAY WIDTH AND DEPTH DRAWING SHEET NAME:
27. IF THERE IS NO EXISTING GAS SHUT OFF VALVE IN THE APARTMENT,NO GAS PIPING CHANGE WILL BE ALLOWED. H (H=NON TYPICAL HEIGHT)
28. ALL EXISTING THROUGH SLAB PENETRATIONS, PARTY/CHRASE WALL PENETRATIONS, PARTY AND CHASE WALL SOFFIT LOCATION 32" MIN. 32"MIN. 32"MIN. G E N E RAL N OTES
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JOINT AT THE TOP AND BOTTOM MUST EE SEALED WITH FIRE STOP SEALANT/MATERIAL. H (H=NON TYPICAL HEIGHT)
28.1. ALL FIRE RATED CHASE WALLS,ENCLOSURES AND FIRE STOPPING MUST REMAIN IN PLACE UNTIL ACTUAL #DROP CEILING DROP HEIGHT Q
PROPOSED WORK IS APPROVED AND IMPLEMENTED AND CANNOT BE LEFT OPEN OR UNPROTECTED OVERNIGHT. JUNCTION BOX �
28.2. ANY PROPOSED WORK CANNOT LOWER EXISTING FIRE RATING. DRAWING SHEET NO:
28.3. DUST PROTECTION WITH PROPER PROTECTION AGAINST TRANSFER OF NOISE AND DUST AS WELL AS DATA/ETHERNET OUTLET
(H=NON TYPICAL HEIGHT)
FUMES MUST BE IMPLEMENTED IMMEDIATELY UPON OPENING. L - - - -
DUPLEX RECEPTACLE (A) (B) (C)
(H=NON TYPICAL HEIGHT) HINGED DOOR SLIDING DOOR MAXIMUM DOORWAY WIDTH
A=001
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1- 1,200 SEPTIC TANK CUTCHOGUE NY 11935
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SCALE:
SITE PLAN NOTES: DRAINAGE CALCULATIONS: TOTAL VOLUME: DRAWING SHEET NAME:
- 465.17 CF + 2,524.03 CF +354 CF + 930 CF = 4,273 CF
EXISTING ASPHALT PAVEMENT 2,785.43 SF - (4) 10 X 14' DEEP LEACHING POOLS VOLUME PROVIDED 3,831.52 CF SITE PLAN
- 2,785.43 SF X .167 X 1.0 = 465.17 CF - + 1 NEW 10' X 1O' LEACHING POOL = 4,343 CF
DRAINAGE = 4,343 ON SITE > 4,273 NEEDED
DRAINAGE CALCULATIONS: PROPOSED AND EXISTING GRAVEL PARKING AREA= 15,114 SF
VOLUME AREA X RAINFALL X COEFFICIENT - 15,114 SF X .167' X 1.0 = 2,524.03 CF PARKING CALCULATIONS: SITE PLAN DRAWING SHEET NO:
EXISTING PATIO AND SIDEWALK AREA= 2,124 TASTING AREA 29 SPACES
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- COEFFICIENT OF ASPHALT 1.0 - OFFICE= 4 SPACES
- COEFFICIENT OF GRAVEL = 1.0XISTING BLDG A AREA= 5569 SF - PARKING TOTAL NEEDS= 35 SPACES NEEDED, 2 ADA SPACES NEEDED
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COEFFICIENT OF ROOF = 1.0 - 5,569 SF X .167 X 1.0 = 930
.0 = 930.0 CF - TOTAL PARKING EXISTING = 48 SPACES > 35 SPACES smi 00100
ARCHITECTS:
DEMO PLAN NOTES
NOT IN SCOPE 1. PATCH,SKIM COAT AND PAINT WITH LOW VOC PAINT ALL HOLES RELATING
TO DEMOLITION SCOPE.
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PARTITION WALL 2. ALL EXPOSED WIRES TO BE REMOVED BY THE CONTRACTOR.
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3. ALL ITEMS TO BE REMOVED IN ORDER TO ACCOMODATE NEW
INSTALLATION. STEELMAN
NEW PARTITION WALL
4. ANY UNDETERMINED PORTIONS OF THE DEMOLITION TO BE SUBMITTED TO
WINDOW THE CLIENT AND ARCHITECT VIA RFI PRIOR TO INITIAL FEE PROPOSAL. THE
CONTRACTOR ACCEPTS THAT THERE WILL BE NO SUPPLEMENTAL
DEMOLTION FEES AFTER THE INITIAL CONTRACT IS SIGNED UNLESS THE ADDRESS:
DOOR SCOPE HAS BEEN MODIFIED BY THE CLIENT.
(SEE SCHEDULE ON SHEET X-XXX)
25235 MAIN ROAD
CUTCHOGUE NY 11935
OVERHEAD AND BASE MILLWORK
(ALL MILLWORK TO BE CONFIRMED
631-734-6405
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CONSULTANTS:
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(SEE WALL DETAIL SHEET A-800.00) ENGINEER:
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101 ROM TAG
NEW YORK, NY 00000
OWNER:
CONSTRUCTION PLAN LEGEND OREGON ROAD ESTATE VINEYARD LLC
REMOVE WINDOWS FOR REUSE 13050 OREGON RD
P.0 BOX 523 CUTCHOGUE, NY 11935
REVISIONS:
331-611 71-211 7' -5" 71-511 71-711
41'- 11" PERMIT SET 1.15.24
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( \\ CLG @ 8-0 _� SERVICE AREA ' " \\ AREA 2
II ---------- --------------J VEST. II
I
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II
II
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-- -- - - . ---- -- — ----I i -- - - -- -------CLG @ RIDGE 14'-6"------ - ------ I i- -- - -- - ----- ----- - - _ - ------ ------
161-011 1
tilI
h - - - - - - - - - - II w- - - - - - - - - - � JC
I
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DOORS
II I ,
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CEILING ABOVE I I I I STORAGE N
f 11 AREA 1
TASTING M
13
PROJECTADDRESS:
EXISTING ROOM U' PRIVATE
STRUCTURE TO TASTING
OREGON ROAD
REMAIN ROOM CUTCHOGUE, NEW YORK
II _ o
II
N N RED AIDC
JEA/V
REMOVE LVL FLOORING I I CLG @ 8'-0" �,�
If11 m
CL78'--O�
111 i 'k t
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11 I
MECH. I I IIII I I I ,a.
II I01II
I I o 436
6'-6" 22'-0"
I F NEW
ELEC.PANELS I CLG @WALL 12'- 0"
DRAWN BY. Author
__ _____ __ __ _ __ _ _ _ __ _ DATE: 1/16/202411:53:50AM
----- - --- - - -- --- ----E ---- --- SCALE: As indicated
25'- 11DRAWING SHEET NAME.
"
79'- 1"
DEMOLITION PLAN
105'-0"
DEMOLITION PLAN
DRAWING SHEET NO:
SCALE: 114"=1'-0"
N
D= 1 00 , 00I
ARCHITECTS:
NOT IN SCOPE
EXISTING STRUCTURE/
SAMUELS+
PARTITION WALL
STEELMAN
-. NEW PARTITION WALL
WINDOW
ADDRESS:
DOOR
(SEE SCHEDULE ON SHEET X-XXX) 5 5 MAIN ROAD
CUTCHOGUE NY 11935
631-734-6405
OVERHEAD AND BASE MILLWORK
-------- (ALL MILLWORK TO BE CONFIRMED
CONSULTANTS:
:
VIA SHOP ENGINEER
1 I WALL TYPE TAG
COMPANY
(SEE WALL DETAIL SHEET A-800.00)
STREET
ROOM
NEW YORK, NY 00000
101 ROOM TAG OWNER:
OREGON ROAD ESTATE VINEYARD LLC
CONSTRUCTION PLAN LEGEND 1 13050 OREGON RD
-350.0 P.0 BOX 523 CUTCHOGUE, NY 11935
DN
44'-0" DN
REVISIONS:
_ PERMIT SET 1.15.24
a
21'-311 ' ` _24 71 -411; ' 5' -0„ 7, _4,1 21.9,1 4,� 2,_911 41 2' -9" 5' -0" 321-6„
T
1.
EXISTING STRUCTURE NEW CURTAIN WALL =- °r NEW EGRESS DOOR
---+II'III'Ii'I�IIIII',I,I
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-5'ti'-4 '-51'-4'
,'.-0 3".0,24'7--
5
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-
=
a-
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p
,
PROJECT NAME:
LO
ENTRY PRIVATE BATH
FIREPLACE COUNTER M ' 0
001 PUBLIC BATHROO012
275 SF -013 _- NO OC UPANCYOCCUPANCY: 10 195 SF "NO OCCUPANCY
6' -2" 6' - 1" 6' EXISTING CEILING
HALL
C? i TO REMAIN
NO OCCUPANCY 2 HR RATED
Uj
WALL ASSEMBLY
TO CEILING 0
211 -711 HALL STORAGE
NEW EGRESS DOORS SLAT WALL o co011
EXPOSE TRUSSES - — — — — — — _ — `
14
AT ROOF 161 SF o
NO OCCUPAN Y 1031 SF
OCCUPANCY:6 sf CD
o? NEW CEILING 12'-0"
0
TASTING AREA CLG @ RIDGE 19'-4u
- i ----�L---------------------------------------- -----------
---------- -- ----- - -------------------------------------------------------------------------
---------iIIIII IIII - IIiIIIIIIIIIiIII - 1------
-------------------
IIIIIIIIiIIIIIIIII----- iIIIIIIi'IIIIIiIIiI
o_ '
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-0-
,
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1300 SF '
CLG RIDGE
IDGE 19'
- 4"
NOCCUPANCY:87 PRIVATE TASTING ROOM N
Ln 515 SF 5' -0"
'
w 0 O
OCCUPANCY: 35 2 HR RATED
WALL ASSEMBLY 5'- 10" 8' - 11"
TO CEILING PROJEC*T�ADDT2R9
E��FSRS
:2 OREGON ROADNOT FULL HEIGHT
PARTITION WALLS CUTCHOGUE, NEW
W
r4
NYORK
21' -7"
DAR
N JEA/V
PRIVATE OFFICE PRIVATE OFFICE
OFFICE
SERVICE o, PREP
N O 008
COUNTER 00
PREP 454 SFEXT. MECH COUNTER PREP AREA OCCUPANCY:5 sf
SERVICE AREA VESTIBLE009 o 04OF48SF 005 007 231 SF
r— co OCCUPANCY `V
168 SF 55 SF OCCUPANCY:6 sf NEW CEILING 12-0'
DRAWN BY,r AuthorN-PUBLICOCC
WATER SERVICE NEW EGRESS DOOR PREP DW DW SINKS FRIDGE R DATE: 1/16/202411:53:5
6
CS�
qyA
M
LINE IN ELEC. PANELS COUNTER STORAGE MECH-HW NEW EGRESS DOO
COUNTER SCALE: As indicated
DRAWING SHEET NAME:
4" 91-311 71 -711 22'-4" 5'-0"6'- 11" 16' 32'-6"
105'-0" CONSTRUCTION m�t
N
PLAN
DRAWING
�
L
AN
DRAWING SHEET NO:
DESIGN PLANS
LU
SCALE: 1l4"=14" '
N Aml 00000
ARCHITECTS:
NOT IN SCOPE
EXISTING STRUCTURE/ SAMUELS+
PARTITION WALL
711 STEELMAN
NEW PARTITION WALL
WINDOW
ADDRESS:
DOOR
25235 MAIN ROAD
(SEE SCHEDULE ON SHEET X-XXX)
CUTCHOGUE NY 11935
OVERHEAD AND BASE MILLWORK 631-734-6405
-------- (ALL MILLWORK TO BE CONFIRMED
VIA SHOP DRAWINGS) CONSULTANTS:
ENGINEER:
1 I WALL TYPE TAG
(SEE WALL DETAIL SHEET A-800.00) COMPANY
1 STREET
ROOM -350.0 NEW YORK, NY 00000
ROOM TAG
101 OWNER:
OREGON ROAD ESTATE VINEYARD LLC
CONSTRUCTION PLAN LEGEND 13050 OREGON RD
P.0 BOX 523 CUTCHOGUE, NY 11935
EXISTING METAL STAINING SEAM NEW GUTTER DOWNSPOUT EXISTING DOWNSPOUT,TYP
RELOCATED LINE OF BUILDING BELOW EXISTING GUTTERS TO REMAIN REVISIONS:
ROOF WITH NEW SPRAY FOAM INSULATION
IN TASTING ROOM PERMIT SET 1.15.24
1.,
105' -0"
— ---------------------------------------------------- ------------------- ----------------------
- ----------------------- ------------------------
---------------------------------------------------------------------
0
------ --- --- -- --- --- -- --- — — ------ ------ Q
PROJECT NAME:
0
z
SLOPE 4;12 0
w
(D <o
00 Uj
ry U)
ow
PROJECT ADDRESS:
2 SLOF E 4;12
-350.0 OREGON ROAD
CUTCHOGUE, NEW YORK
,��RED ARC
- S
04435
SOF NE��
DRAWNBY.- Author
DATE: 1/16/202411:54:01 AM
SCALE: As indicated
DRAWING SHEET NAME:
— --- --- ------ --- ------ --- ------ --
- --- — — -- --- --- ------ --- ------ --
- --- -- --- --- ------ --- ------ ---
------ --- --- -- --- --- ------ --- ------ --- ------
OF--------------------------------------------------------- --------------CIF---------------------------------------- ------------------------------------------- ----------------------------------------------------------------------------------------- ROOF PLAN
DRAWING SHEET NO:
ROOF
SCALE: 1/4"=1'-0"
ARCHITECTS:
SAMUELS+
STEELMAN
2 ADDRESS:
-350.0 25235 MAIN ROAD
CUTCHOGUE NY 11935
Level ROOF631-734-6405
23 8 CONSULTANTS:
ENGINEER:
COMPANY
STREET
EXISTING FASCIA NEWYORK, NY 00000
OWNER:
OREGON ROAD ESTATE VINEYARD LLC
13050 OREGON RD
P.0 BOX 523 CUTCHOGUE, NY 11935
Level T.O�
14'-1" REVISIONS:
Lu i i /; %-' i;% , , . :% /'' COLUMNS WITH PERMIT SET 1.15.24
METAL PANEL SURROUND
Level CL
W EXISTING METAL PANEL
i
GLASS PANEL
51/ \ / \ IN ALUMINUMPROJECT NAME:
LLJ
\ STOREFRONT
METAL PANEL IN
Lu ALUMINUM
STOREFRONT Level FIRST FLOOR
- - - - -
�i
0
--........ -- ........... ...... — - — - —
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,
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WEST ELEVATION
O
SCALE: 114"=1'-0" �■
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-350:0
0
Level ROOF
23'-8"
EXISTING ROOF
ow
PROJECTADDRESS:
EXISTING FASCIA
OREGON ROAD
Level T.O CUTCHOGUE, NEW YORK
M BRED AR
— — — — — — — _ Level CLG
/ 10'-0" ti s
NEW GLASS STOREFRONT
PANELS WITH
r c`eiia .x'
ITT
ALUMINUM MULLIONS
-
k_4436 D NE��
\ COLUMNS WITH METAL
PANEL SURROUND DRAWN BY,' Author
DATE: 1/16/202411:54:09 AM
\ M SCALE: 1/4"= 1'-011
Leve FIRST FLOOR DRAWING SHEET NAME'
I ( _i _-1 - - -I --
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:
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; : . AS:NEEDED � i - . - - -- - S
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NORTH DRAWING SHEET NO:
SCALE: 1/4"=1'-0"
ARCHITECTS:
SAMUELS+
2
STEELMAN
-350.0
ADDRESS:
Level ROOF 25235 MAIN ROAD
23 -8 CUTCHOGUE NY 11935
631-734-6405
CONSULTANTS:
ENGINEER:
~ COMPANY
STREET
NEW YORK, NY 00000
OWNER:
Level T•0•W OREGON ROAD ESTATE VINEYARD LLC
14'-1 � 13050 OREGON RD
_ P.0 BOX 523 CUTCHOGUE, NY 11935
co
1 ,
�* cn REVISIONS:
Level 1 PERMIT SET 1.15.24
10'-0"
EXISTING METAL SIDING
NEW OVERHEAD METAL
ELECTRIC GARAGE
DOOR
NEW DOOR /
EXISTING DOOR o
/ � 1
o
PROJECT NAME:
/
Level RP
OT rI nno
..............
Level Grade
........_.... __: ... .._._.. !.. .. ......... ... _....! :.. ... i ... _
...__._...... -----.
I I ! ..:...............
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:
.. (.
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I
!
2 EAST ELEVATION
SCALE: 114"=1'-0° 0
1
-350.0
Level ROOF
23'-8" 0
EXISTING - Q
(D
METAL ROOF
U)
— Level T.O.. W �
0
14'14'-1"
PROJECT ADDRESS:
1
OREGON ROAD
Level CLG CUTCHOGUE, NEW YORK
10'-0"
EXISTING
METAL SIDING D AfZC
ti
NEW WINDOWS° h`r Gtr
1 Q f3 CD C
`s�,9j, 04436 OQ�'
SOF NE��
Level F RST FLOOR
II
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:
: IAuthor
:
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:
:
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_....
DATE:
1/16/202411.54.14 AM
EXISTING METAL DOOR ! - -
! ; i..
_ .._...__...
_....
: I
_..._
I.::::
_._...___ __.._.__..__ _._...._. ...._...._. .__..... .. ....._. i
_.-_.._..__ .... .. .... .._. - I ._'_'_ -
I I
Leve -
:
: � - DRAWING SHEET NAME:
I
:
!
ELEVATIONS
SOUTH ELEVATION
SCALE: 114"=1'-0° DRAWING SHEET NO:
■
ARCHITECTS:
SAMUELS+
1
STEELMAN
-350.0
ADDRESS:
25235 MAIN ROAD
Level ROOF — — — — — — — EXISTING METAL CEILING — — — — — CUTCHOGUE NY 11935
23_8
3'-8" 631-734-6405
EXISTING ROOF CONSULTANTS:
WITH NEW INSULATION
it It COMPANY
STREET
NEW WOOD FINISH CEILING — NEW YORK, NY 00000
EXISTING EXTERIOR — OWNER:
WALL END TRUSS OREGON ROAD ESTATE VINEYARD LLC
13050 OREGON RD
Level T.O.W_co —
P.0 BOX 523 CUTCHOGUE, NY 11935
14'-1
015 REVISIONS:
PERMIT SET 1.15.24
Level CLG — — — — — — — — — — — — — — — — — — — — — — —
% ' %.N NEW CEILING
STfNG ARE ,' ' ' PRIVATE TASTING ROOM HALL STORAGE
004 � 010
NEW GLASS STOREFRONT —
SYSTEM
04
NEW WINE RACKS — ' ` ` , PROJECT NAME:
PALLETS
Level FIRST FLOOR
o„ LL
a a n — —
Level Grade EXISTING CONCRETE FOUNDATION ,A
44
� Level FND —
J
41-4"
1
-350.0 0
Section 2
SCALE: 1/4"=1'-0" >
2 w
-350.0
0
Level ROOF — — — — — — — _ — — — — — — — — — —
23 -8
(D <
Uj
EXISTING ROOF W/NEW INSULATION
4" EXISTING TRUSSES
NEW GLASS STOREFRONT SYSTEM --
0C? PROJECTADDRESS:
Level T.O:W OREGON ROAD
CUTCHOGUE, NEW YORK
NDAR
cy
rh Level CLG ��� SNE JEANS
10—_on _ SERVICE AREA
— EXISTING EXTERIOR WALL * ? A,
1,4".
CD
ENTRY TASTING AREA X4436
NEW BARN DOORS qT OQ'
001 ,'/ 002 TO PRIVATE TASTING ROOM FOF NE��
t 0
DRAWN BY.. Author
Level FIRST FLOOR DATE: 1/16/202411:54:24 AM
0"
SCALE: 114"= 1'-0"
4 A - 9 d —
_.. ...
Level Grade
5
DRAWING SHEET NAME:
c e
- _ o 11
EXISTING CONCRETE FOUNDATION
a
SECTION
Level FND
-
2 DRAWING SHEET NO:
-350:0
Section 1
SCALE: 1/4"=1'-0" A=350000
ARCHITECTS:
SAMUELS+
STE
ADDRESS:
25235 MAIN ROAD
CUTCHOGUE NY 11935
631-734-6405
CONSULTANTS;
ENGINEER:
COMPANY
STREET
NEW YORK, NY 00000
OWNER:
OREGON ROAD ESTATE VINEYARD LLC
13050 OREGON RD
P.0 BOX 523 CUTCHOGUE, NY 11935
REVISIONS:
PERMIT SET 1.15.24
PROJECT NAME;
O
O LU
W '
T? 6"METAL STUD e• 6"METALSTUD SEE RMS U)
3C WITH SOUND ATTENUATION BLANKET ZC WITH SOUND ATTENUATION BLANKET
51rr „ SEENA;S o
O 3 516”METAL STUD 2B 3 518 METAL STUD
WITHOUT SOUND ATTENUATION BLANKET WITHOUT SOUND ATTENUATION BLANKET
1A ' 3518"METAL STUD O Sir? 35/8"METAL STUD SEERANS SEEPANS BERMS
WITH SOUND ATTENUATION BLANKET WITH SOUND ATTENUATION BLANKET PROJECTADDRESS:
UNDERSIDE OF SLAB UNDERSIDE OF SLABUNDERSIDE OF SLAB UNDERSIDE OF SLAB UNDERSIDE OF SLAB OREGON ROAD
CUTCHOGUE, NEW YORK
SEALANT&TAPE SEALANT&TAPE SEALANT&TAPE SEALANT&TAPE SEALANT&TAPE
BOTH SIDES BOTH SIDES BOTH SIDES BOTH SIDES BOTH SIDES
STEEL TRACK,FASTEN STEEL TRACK,FASTEN STEEL TRACK,FASTEN STEEL TRACK,FASTEN STEEL TRACK,FASTEN
2'-0"O.C.MAX AS REQ'D 2'-("O.C.MAX AS REQ'D 7-0'O.C.MAX AS REQ'D 2'-0"O.C.MAX AS REQ'D 2'-0"O.C.MAX.AS REQT) RED ARCy/
MTL STUD 16'O.C. MTL STUD 16"O.C. GUSSET PLATE 2-0"O.C. GUSSET PLATE 2'-0"O.C. N� EAN ���
SOUND ATTENUATION SOUND ATTENUATION VERT VERT
BLANKET BLANKET MR STUD 16"O.C, MTL STUD i6'O.C. MTL STUD 16'O.C.
SOUND ATTENUATION SOUND ATTENUATION SIZE TO FIT OUTLET CONDUIT
Pa GYP.BD.EACH SIDE, ee GYP.BD.EACH SIDE, BLANKET BLANKET
USE CEMENTITIOUS USE CEMENTITIOUS (2)5?GYP.BD.EACH SIDE, (2)Y8'GYP.BD.EACH SIDE, o
BOARD AT WET AREAS BOARD AT WET AREAS USE CEMENTITIOUS USE CEMENTITIOUS
BOARD AT WET AREAS BOARD AT DIET AREAS
GREEN GLUE ST,�T 04436
STEEL TRACK,FASTEN STEEL TRACK,FASTEN STEEL TRACK,FASTEN OF NES
STEEL TRACK,FASTEN STEEL TRACK,FASTEN 2-0'O.C.MAX AS REQ D v 2'-0"O.C.MAX AS REQ'D 2'-0"O.C.MAX.AS REQ'D
2'-0"O.C.MAX AS REQ'D 2'-0"O.C.MAX AS REQ'D SEALANT&TAPE SEALANT&TAPE SEALANT&TAPE DRAWN B Y.- Author
SEALANT&TAPE SEALANT&TAPE BOTH SIDES BOTH SIDES BOTH SIDES
BOTH SIDES BOTH SIDES /4:
CONT.FIRESTOP CONT.FIRESTOP DATE; 1/16/202411:54:28 AM
SEALANT BOTH SIDES SEALANT BOTH SIDES
TOP OF TOP of - SCALE; 1/4"= 1'-0"
CONCRETE FLOOR CONCRETE FLOOR TOP OF TOP OF TOP OF DRAWING SHEET NAME:
FLOOR FLOOR FLOOR TI
tDNON-RATED.
-RATED 4 718" LN -RATED 5112" NON-RATED CHASE WALL UR RATED WALL NON-RATED FURRING WA L L TY P E S
9'.,'-0' SCALE _,'-0' $fCMS � SCALE 3-,'-0' OTC--50 4A �2HQm
3'■1'-0' ST,aSCUE: S•,'-0'UNDATTENUATION UND ATTENUATION WITH SOUND ATTENUATION D ATTENUATION WIIHOUTSOUND ATTENUATION
ED 4 718" -RATED 5112" 3B 1 HOUR RATED CHASE WALL3'•1-0' STC 43 7.1'd STC 4S SCALE 3.1'-0 SfC=50SOWDATTENUATION SDIA�ATIENUATION WfTHOUTSOL'NDATTENUATIaNDRAWING SHEET N0:
-RATED 7114" -RATED 6' 3C 2 HOUR RATED CHASE WALL
9'=1'-0' STO.43 9'-1'-0 SfC•43 SCALE: S'=T-0 STOIUNDATTENUATION UNDATTENUATION WITHSOUNDATTENUATION
WALL TYPES A=600 , 00
IIIVV T
muoou° �� FOR INTERNAL USE ONLY
I
N ' "t-A -UM T� MI I �C31 FEB ,1
— D ._
lI"1 G W a l_D
Date Sent:. . GIa �uurrri..Crarl...... ..........
at.e: ..°� _...�.. . ._� . .
Project PName Dia
Project Address:
Suffolk courity'fax Map No.: 1ttCDCD- � .. .�- Zoning District:
Request: Al
-10f AL9.-111
(Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should
be Submitted.)
Initial Determination as to whether use is permitted:
Initial Determination as to whether site plan is required:__.. �_-. p .......
0 - 30 - 201L °° r
4
w _._
Sign atur 'Building Inspe �r
--------------------------------------------------------------
Planning Department(P.D.) Referral: -- ..... _.
P.D. Gate Received: ,�� ✓ )�'.._ /.__ � Date of Comment: >
fak
CorxamentS. c
.__
Signature Of Planning D a Staff Reviewer
Final Determination
ination
Date; ..._._._....._./__..._..................
Decision:
Signature of Rerilding, Inspector
RECEIVED
FOR INTERNAL USE ONLY .. w....._._...._......._....._.. '
SITE PLAN USE DETERMINATION FEB 14024
Initial Determination Plapning Baard ..
Date: _� _. / Date Sent:
Project Name: �w �..
qa5
Project Address: .
Suffolk County Tax Map No.: Zoning District:.
Request: _ � m .M:
. .._._
(Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should
be submitted.)
Initial Determination as to whether use is permitted:
Initial Determination as to �..__..._W...� ..�__�....__w�.. .. .Mw._.._�.__..__.-
whether site plan is required:
- 30 . 20 1 Z
Signature uilding Inspe r
Planning Department (P.D.) Referral:
P.D. Date Received: Date of Comment:
Comments:—,
Signature of Planning Dept. Staff Reviewer
Final Determination
Date: —J
Decision:
Signature of Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959
a. 802
� Naws^ sM� fl o cpb�one 6,631) J7G�5-1 F"�.�,.x'6'? � K Y l )y�'
Date Received
APPLICATION FOR BUILDING PERMIT
M
k
For Office Use Only
J A l� 1 7 2024
PERMIT NO. Building Inspector.-__--
Applications
nspe tor. __ww Applications and forms must be filled out in their entirety.Incomptete
applications will not be accepted_ Where the Apnikcant is not.the owner,an
0woer's Authorization Corm(Page Z)shall be completed.
Date:
OWNER(S)OF PROPERTY:
Name:OREGON ROAD ESTATE VINEYARDS LLC SCTM#10W-_83.-3-2.1
......
Project Add'....._._ ... ............ _ ... ..µ..._. ..... ...
d ....... _.... _...�.._..,. I
. _Aress 13050 Oregon Rd, Cutchogue, NY 11935
Phone#:631-734-11M00 Email:susan@suhruwines.com
Mailing Address:pp BOX 523 Cutchogue, NY 11935
CONTACT PERSON:
Name:KATHERINE SAMUELS
Mailing Address:25235 Main Road Cutchogue, NY 11935
Phone#:631-734-6405 Email:kate@samuelsandsteelman.com
DESIGN PROFESSIONAL
FESSIONAL INFORMATION--
Name:ABOVE
Mailing Address:
Phone#: _..�.._.._.. .._.�w.� ...�...�- Email:
CONTRACTOR INFORMATION'
Name:TBD
Mailing Address:
Phone#:
iDECCRIurInly OF PROPOSED CONSTRi„x"04
❑New Structure ❑Addition RAlteration ❑Repair ❑Demolition Estimated Cost of Project:
❑other_-.._...... _____�w_w�
Will the lot be re-graded? ❑Yes*No Will excess fill be removed from premises? ❑Yes *No
1
SAMUELS+
STEELMANy
m
-1 Na4
631-734-6405 a
Samuelsandsteelman.com
Board of Trustees
Town Hal Annex
PO Box 1179 RE: Oregon Road Estate Vineyard
Southold, NY 11971 13050 Oregon Rd,
Cutchogue, NY 71935
SCTM# 1000-83.-3-2.1
Dear Permit Administrators,
We are applying for a building permit, however we have been
notified that we will likely receive a letter of disapproval for our
project at 13050 Oregon Road in Cutchogue. We have attached our
permit application and permit set for your review and comment.
Please don't hesitate to contact Kate Samuels at
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Sincerely,
SAMUELS & STEELMAN ARCHITECTS PLLC
Kate Samuels,
Principal Architect
North Fork
25235 Main Road
Cutchogue, NY 11935
New York
115 Broadway Fir 5
New York, NY 10006