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DESIGN /BUILD
Joseph Fischetti, F.E.
PROFESSIONAL ENGINEER
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SCALE: 3/16" = 1'-0"
Cutchogue NY 11935
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MAR 0 6 2025
SOUTHOLD TOWN
PLANNING BOARD Al
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DESIGN /BUILD
Joseph Fischetti, P.E.
PROFESSIONAL ENGINEER
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SCALE: 3/16" = V-0"
1350 Alvahs Lane
Cutchogue NY 11935
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MAR 0 6 2025
SOUTHOLD TOWN
PLANNING BOARD A2
RIGAS
125'-0"
25'-0" 75'-0" 25'-0" DESIGN /BUILD
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25'-0" 75'-0" 25'-0" 631323 8022
125'-0" c@rigasco.com
FOUNDATION PLAN
SCALE: 3/16" = V-0" Engineer
Joseph Fischetd, P.E.
1725 Hobart Road, Southold NY 11971
631765 2954
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SOUTHOLD TOWN
PLANNING BOARD A3
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DESIGN /BUILD
125'-0"
25'-0" 75'-0" 25'-0"
12'-6" 12'-6" 10'-6" 13'-6" 13'-6" 13'-6" 13'-6" 10'-6" 12'-6" 12'-6"
Joseph i=ischetti, P.E.
6'-0"x 3'-0" 6'-0"x 3'-0" V-0"x 3'-0" 6'-0"x 3'-0" 6'-0"x 3'-0"
PROFESSIONAL ENGINEER
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SIDING OVER UNDERLAYMENT,5/8"5�1EATHING � � � 14'-0"x 14'-0"
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631323 8022
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12'-6" 12'-6" 15'-lY:" 22'-4X" 22'-4%" 15'-1Y" 12'-6" 12'-6'
Engineer
25'-0" 75'-0" 25'-0"
125'-0"
Joseph Fischetd, P.E.
1725 Hobart Road, Southold NY 11971
FLOOR PLAN B A 631765 2954
SCALE: 3/16 = 1-0
Scale as Noted
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SOUTHOLD TOWN A4
PLANNING BOARD
---------------------------------------------- RIGAS
DESIGN /BUILD
12
STANDING SEAM METAL ROOFING
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ARCHITECTURAL ASPHALT SHI NG LES
OVER FULL ICE AND WATER UNDERLAYMENT
Joseph Fischetti, P.E.
MANUFACTURED TRUSS ROOF @24"OC(BY OTHERS)
PROFESSIONAL ENGINEER
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Cutchogue NY 11935
Agricultural Barn
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HOLD DOWNS HOLD DOWNS I I 22260 main road, orient ny 11957
MANUFACTURED TRUSS ROOF @24"OC(BY OTHERS)
631 323 8022
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Engineer
CEDAR SHINGLE SIDING
FELT UNDERLAYMENT
5/8"CDX SHEATHING
Joseph Fischetb, P.E.
1725 Hobart Road, Southold NY 11971
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MAR 0 6 2025
SOUTHOLD TOWN A5
PLANNING BOARD
RIGAS
DESIGN /BUILD
Joseph Fischetti, P.E.
PROFESSIONAL ENGINEER
11/11/24
MANUFACTURED TRUSS ROOF
@24"OC
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Cutchogue NY 11935
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Designer/Builder
RIGAS CO
22260 main road, orient ny 11957
631323 8022
c@rigasco.com
Engineer
Joseph Fischetti, P.E.
1725 Hobart Road, Southold NY 11971
631765 2954
Scale as Noted
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MAR 0 6 2025 A6
SOUTHOLD TOWN
PLANNING BOARD
S.C.T.M.# DISTRICT: 1000 SECTION: 102 BLOCK: 4 LOT: 6. 1 ,42�,
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CUTCHOGUE, NY
LAND N/F OF
COUNTY OF SUFFOLK
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LAND N/F OF \ \ RACHEL JOHNSON SkCKFeam�"
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ATERIAL TO BE
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SILT FENCING
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CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED
GAR.
3/4"STONE BLEND OR NY.STATE D.O.T.APPROVED R.C.A.
/ i�� O •RdPb' 1 \�/ FILL TO,8'(M,,)ABOVE EXISTING GRADE FOR DRAINAGE.
CAT LE PASTURE N A�, i:�. LAND N/F OF
/ + JEROME AND VIRGINIA
SUROZENSKI IRREVOCABLE TR
VINEYARD +\ ^
/ DWELL // xco �e �� ;. = \ /' \`\ DRAINAGE CALCULATIONS:
GP E \ / \ DWELL �\
.00 y`
` A) PROP. BARN= 7,000 SQ.FT.
CONC WASHOUT \� F �� v 7000 x 0.166=1162cf REQUIRED
LAND N/F
IN BED OF GRAVEL DRIVEWAY qTF +P 1 ? LAND N/F OF 7'(4) 8'DIA x DEEP DRYWELLS=1239cf PROVIDED
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\ / NFVS HOLDINGS LLC p +\ + a
\\ / (VACANT) �' 179E V GPI JILLIANJOHNSTONE
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\\ \ OP VINE ARD
\ .•�:'�•,s ''• x SILT FENCE ALONG LIMITS
TT,.:•��r •L .i&y'S�' j DISTURBA C IGRADING
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LAND N/F OF
MACARI FARMS LLC 1 \\ �° M N •+•'.,,�SHED.T o� /
VACANT-CROPS 1 \ sd e: :::: .5•D M.i : .oy /
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BARN� \\ U.P. 0TN
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LAND N/F OF '' 1
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JAMES DUFFY I I
MAR 0 6 2025 Z' LAND� ♦�\ T-----, �� �---�
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SOUTHOLD TOWN 1�s9 LAND N/F OF \\\ L------ :x. bNb,�p GIUL ANOrLO BARDI TRUST
PLANNING BOARD /� �' MICHELLE STROBEL \
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FLOOD ZONE X
AREA:993,661.77 SQ.FT. or 22.81 ACRES ELEVA77ON DATUM: NAVD88 ♦v <.;AR. /
♦ / / LAND N/F OF
UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY/S A V70LA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY // '�\ DIANE SYM CROSSER
MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL R4/N �� <10,\GAR.
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING 1NS777UTION i
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. \vi
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE CREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS 1
AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY �+
le �\
SURVEY OF-DESCRIBED PROPERTY C r `� 't:`` CERTIFIED TO: NFVS HOLDINGS LLC; <` \\\
MAP OF: '' ; � t,.. 80 0 40 80 160 320 \\ DWELL\\\
FILED:
SITUATED AT:CUTCHOGUE ", s
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TOWN ORSOUTHOLD yA, � .. KENNETH M WOYCHUK LAND SURVEYING, PLL
SUFFOLK COUNTY, NEW YORK \ :. ,v,;; Professional Land Surveying and Design
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P.O. Box 153 Aquebogue, New York 11931 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
. LOCATIONS SHOWN ARE FROM FIELD OBSERVA710NS
FILE #224-1 13 SCALE:1"=80' DATE:SEPT. 9, 2024 N.Y.S. L/SC. N0. 050882 PHONE (831)298-1588 FAX (631) 298-1588 AND OR DATA OBTAINED FROM OTHERS
SOUTHOLD PLANNING DEPARTMENT
SITE PLAN APPLICATION REQUIREMENTS StJMMAR`
The following is a summary of the items typically required for a complete site plan application
(See the Site Plan Application Guide for further information&relevant Town Code sections):
X Site Plan Application Form
® Fee. Check payable to Town of Southold(see Town Code §280-138 for fee schedule) sue•
® Notice of Disapproval from Building Department M
t4 Applicant's Affidavit
R Agent Authorization Letter
® LWRP Consistency Assessment Form(five pages)
❑ Full Lam' natal Assessment larsn- EAIm.:ltart Dne.. di• ital -ml,lablal a �lallu-onfir ° •the
c�), NA-Type II Action-Agricultural as per NYCRR Part 617.5
(�hrt F1iA e sit wthis i� rmird at the..presu llanning)
❑ Proo,ft ftot : gn ti ,,, NA-Created prior to 6/30/83 as per 280-9
W Survey Prepared by Licensed Surveyor or Civil Engineer(Four copies)
X Existing site conditions(can be part of Survey required above), including buildings,pavement, drainage
structures,utilities and the following natural features:
o Topography
o Wetlands,water bodies
o Woodlands
o Dunes, beaches, etc.
o Trees>/=6" dbh
o Slopes 20%or greater
o Flood hazard areas
o Cultural&historic features within 500' of property boundaries
® Site Development Plan(Nine copies)
o Proposed buildings,parking, curbs, sidewalks,driveways, signs,other improvements
o Location,name&width rights-of-way within 500' of property lines
o Location and use of all buildings and structures, including curb cuts,within 200' of the property
boundary.
o Show all easements and required setbacks on the plan
o Describe all covenants or restrictions and/or easements on the property
o Key map of location& owners of all properties within 500'
® Grading and Drainage Plan with Calculations(if not included in site plan)
IN Landscape Plan(if not included in site plan)
❑ NA-No exterior lighting proposed
IN Floor plans One set of construction plans enclosed
9 Building Elevations &other Architectural Review Materials as necessary- see the Architectural Review
Committee Checklist. Two sets of construction plans with materials listed on plans
Site Plan Application Requirements Summary 1012112013
MN-2Q.. �0WM®
SOUT -SOLD PLANNING BOARD MAR 0 6 2025
SITE PLAN APPLICATION FOIfII"1 SOUTHOLD TOWN
PLANNING BOARD
Site Plan Name and Location
Site Plan Name: ALVAHS BARN Application Date:
Suffolk County Tax Map#1000- 102 - 4 _ 6.1 Other SCTM#s
Street Address: 1350 ALVAHS LANE Hamlet: CUTCHOGUE
Distance to nearest intersection: 1,650 feet to Main Rd/Rt.25
Type of Site Plan: X New. Amended_ _Residential Zoning District _w_wwww....wwwwww
Owners/Agent Contact Information
......._.........Please list name„ inailin�address„ and rl c tte number cat°the ;�eo LIeL.below,mmm�m
Property Owner NFVS HOLDINGS LLC ....wwwwwwwww_....wwww..
PO BOX 633
Street-,,.....-—-----................_............. �.__ _w _ �w..� .........
LAUREL
City' _ State_ NY ............... it 119484 -
Home Telephone Other
Applicant,,-, SAME AS ABOVE
City____.... .. State.._........._........................�...
Home Telephone Other
_w._www-.___.___.__._.�.... .._.... ....._ w. . . ...w.ww._... _ w.__..................... _. �......._...� _ _ ..
Applicant's Agent or Representative:
Contact Person(s)* CONSTANTINE RIGAS/RIGAS CO
Street 22260 MAIN ROAD
City.- State Zip
ORIENT NY 11957
.. ........... _www_..._._.�. _ ..-. ........_w...._....._
Office Telephone
917-509-8751 .Other C@RIGASCO.COM
ww_...... ................ ..___.-__-
*Unless otherwise requested„ correspondence will be sent only to the contact person noted here.
Site Plan Application Form 211812010
Site Data
Proposed construction type: New Modification of Existing Structure X Agricultural
22.81 ac Change of use
Property total acreage or square footage: .......... _ --ac./sq. ft.
Site Plan build-out acreage or square footage: 71000 sf_ ac./sq. ft.
Is there an existing or proposed Sale of Development Rights on the property? Yes X No
If yes, explain: Development Rights sold
Does the parcel(s) meet the Lot Recognition standard in Town Code§280-9 Lot Recognition? YxN
If"yes", explain(and attach any necessary documentation—title report, subdivision approval, etc.)
Building Department Notice of Disapproval Date: __ /__1, I y 205
Is an application to the Southold Town Zoning Board of Appeals required? Yes No X
If yes, have you submitted an application to the ZBA? Yes_ w No
If yes, attach a copy of the application packet.
Show all uses proposed and existing. Indicate which building will have which use. If more then one use is
proposed per building, indicate square footage of floor area per use.
List all existing property uses:___ Agricultural
List all proposed property uses: Agricultural with Storage Barn.....�..........
Other accessory uses: _wHw .._ w_.. ...............
Existing lot coverage: 0% % Proposed lot coverage: 0.^70.15% ..%
Gross floor area of existingstructure(s): 0 ft. Gross floor area of proposed structures : 2"0000sf
Parking Space Data: #of existing spaces: 0 #of proposed spaces: 0 Loading Berth: Yes No X
Landscaping Details: Existing landscape coverage: % Proposed landscape coverage: %
Wetlands: Is this property within 500' of a wetland area? Yes No X Maybe
I, the undersigned, certify tl t all the above information is true.
"Signature of Preparers w_ ._ --- .._ Date: 3/4/25
_—kw xw._.�. .-----. „_ —
2
Site PlanApplication Form 211812010
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: February 13, 2025
TO: NFVS Holdings LLC
PO BOX 633
Laurel,NY, 11948
Please take notice that your application dated November 25,2024:
For permit to: 19 )qq agricultural bam at:
Location of property: 1350.Alv*$,.L,4pg.&*.qp 11otze.NLY
County Tax Map No. 1000—Section 102 Block 4 Lot 6.1
Is returned herewith and disapproved on the following grounds:
Pursuant to Article. X1,11-sk-CIt frorn the
Southold'Fown Planning-B—oard.
Additionally. Land Pre setyan r CL ot�vie w will also be rqqj i 1�d__ . !�IL_
You may now apply to both Land Preservation and the Planning Board directly.
Amcai 9. 1-14YU4A
Atobrized Signature
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
CC: file, Land Preservation
APPLICANT'S AFFIDAVIT
APPLICANT'S AFFIDAVIT
STATE OF NEW YORK
COUNTY OF SUFFOLK
k6yhAO h V being duly sworn, deposes and says that he
resides at � �` �� G1�.. Gt I� C� C���- _ - - _-_--in the
State of New York, and that he is the owner of property located at
1350Alvahs Lane, Cutchogue NY 11935 SCTM# 1000-102-4-6.1 or that he is the
/Ml ��/1J� of the LL<C..
(Title) (Specify whether Partnership or Corp.)
and said Corporation is the owner of the above property,which is hereby making a Site Plan
application;that there are not existing structures or improvements on the land which are not
shown on the Site Plan; that the title to the entire parcel, including all rights-of-way, has been
clearly established and is shown on said Plan; that no part of the Plan infringes upon any duly
filed plan which has not been abandoned both as to lots and as to roads; that he has examined all
rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply
with same;that the plans submitted, as approved, will not be alter or changed in any manner
without the approval of the Planning Board; and that the actual physical improvements will be
installed i s r° t accorda, ce ith the plan as a,P prom d y the Pla ni Board.
4
Signed
Owner
Signed
(Partner or Corporate Officer t'itle)
Sworn to me this
.2"8 flay of Feb T-CAa , 11 A)
Notary Public
=State
AS GANLEY
tate of New YorkRStf03 206Suffolk.Countypires Oct 1�1, 2026
OWNER A UTHORIZAT ON OFANAGENT
2/24/25
t William C. Ackermann, of NFVS Holdings LLC, property owner of 1350 Alvahs Lane,
Cutchogue NY 11935, (SCYM# 1000-102-4-6.1) hereby authorize Constantine Rigas of Rigas Co
to act as my agent and handle all necessary work involved with the site plan application process
for this property with the Southold Planning Board.
Signature:
+k
Sworn before me this :24 day of 64 20 g
(Notary Stamp)
Q6L,
AS GULLY
bltate of New York.0500320Ged uffolk County
[:MARIA.:
sionpires Oct 19, 202G
w
Southold Mann*
Applicant
Transactional Disclosure Form
The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers
and employees. The purpose of this form is to provide information which can alert the town of
possible conflicts of interest and allow it to take whatever action is necessary to avoid same.
Your Name: k kw,�n i li ( I
Last,First,middle iinitiaal '
unless you are applying in the name of someone else or other entity,such as a company. If so,
indicate the other person's or company's name.
Nature of Application: (Check all that apply) �j,/�
r��'"
Subdivision or Re-subdivision Site Plan �t� '/ '
Other(Please name other activity)
Do you personally(or through your company,spouse,sibling,parent or child)have a relationship with any officer or
employee of the Town of Southold'? "Relationship includes by blood,marriage or business interest. `Business
interest"means a business,including a partnership,in which the town officer or employee has even a partial
ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the
shares.
Yes No
If you answered"Yes"complete the balance of this form and date and sign where indicated.
Name of the person employed by the Town of Southold
Title or position of that person
Describe the relationship between yourself(the applicant) and the town officer or employee. Either check the
appropriate line A through D and/or describe in the space provided.
The town officer or employee or his or her spouse,sibling,parent or child is(check all that apply):
A.the owner of greater than 5%of the shares of the corporate stock of the applicant(when the
applicant is a corporation);
B.the legal or beneficial owner of any interest in a noncorporate entity(when the applicant is not
a corporation);
C.an officer,director,partner or employee of the applicant;or
D.the actual applicant
Description of Relationship:
4h
Submitted this a day of t2bJ 20
Signatune
J-#
f f u _ ze-
Print Name WN�� `
Disclosure Form
Town of Southold 0 ,DD
LWRP CONSISTENCY ASSESSMENT FORM MAR O 6 2025
SOUTHOLD TOWN
A. INSTRUCTIONS PLN�N csD r
1„ All applicants for permits* including Town of Southold agencies, shall complete this CCAF for
proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This
assessment is intended to supplement other information used by a Town of Southold agency in
making a determination of consistency. *Except minor exempt actions including Building Permits
and other ministerial permits not located within the Coastal Erosion Hazard Area.
2. Before answering the questions in Section C, the preparer of this form should review the exempt
minor action list, policies and explanations of each policy contained in the Town of Southold Local
Waterfront Revitalization Program. mp°o as c _action will lam y l awed caw. ts..._s.igTl( nt
n!Mk .sae vgr . l ts;um-tU the"msLkbigalwhi tI i � 1 cal �atltcal wa w i
3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will
affect the achievement of the LWRP policy standards and conditions contained in the consistency
review law. Thus each answer must be explained in detail listing both supporting and nog -
sunportim facts. If an action cannot be certified as consistent with the LWRP policy standards and
conditions, it M hall not b nd rt-4k—e�.
A copy of the LWRP is available in the following places: online at the Town of Southold's website
(southoldtown.northfork.net), the Board of Trustees Office,the Planning Department, all local
libraries and the Town Clerk's office.
B. DESCRIPTION OF SITE AND PROPOSED ACTION
SCTM# 102 _ 4 6.1
PROJECT NAME ALVAHS BARN
The Application has been submitted to(check appropriate response):
Town Board ❑ Planning Board R Building Dept. 0 Board of Trustees ❑
1. Category of Town of Southold agency action(check appropriate response):
(a) Action undertaken directly by Town agency(e.g. capital
construction, planning activity, agency regulation, land transaction) El
(b) Financial assistance(e.g. grant, loan, subsidy)
(c) Permit, approval, license, certification: El
Nature and extent of action:
Build Barn for storage of equipment and feed for vineyard and cattle pasture
Location of action:
1350 Alvahs Lane, Cutchogue NY 11935
Site acreage: 22.81
Present land use: Agricultural, Vineyard and Cattle
Present zoning classification:.wwwwwwwwwww........._................m_.......m.._...........................__................._a........_..-_®_ww...w.ww.
2. If an application for the proposed action has been filed with the Town of Southold agency, the following
information shall be provided:
NFVS HOLDINGS LLC
(a) Name of applicant:
PO BOX 633 LAUREL NY 11948
(b) Mailing address, .,.wwww..—....
..— www
(c) Telephone number: Area Code
917-509 8751 (Constantine Rigas as agent)
( )
(d) Application number, if any:
Will the action be directly undertaken, require funding, or approval by a state or federal agency?
Yes No E If yes, which state or federal agency?... www_
C. Evaluate the project to the following policies by analyzing how the project will further support or not
support the policies. Provide all proposed Best Management Practices that will further each policy.
Incomplete answers will require that the form be returned for completion.
DEVELOPED COAST POLICY
Policy 1. Foster a pattern of development in the Town of Southold that enhances community character,
preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and
minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation
criteria.
2 Yes F] No ❑ Not Applicable
Preserves open space and agriculture
Attach additional sheets if necessary �_ _.._ .. ... _.
Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP
Section III—Policies Pages 3 through 6 for evaluation criteria
1-1 Yes 1:1 No E Not Applicable
Not a historical site
Attach additional sheets if necessary-- — ......
Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See
LWRP Section III—Policies Pages 6 through 7 for evaluation criteria
FX Yes F No 0 Not Applicable Preserves agricultural views while enhancing visual quality
via the addition of a traditional barn ...................w..._..._._..........._...
www—
Attach additional sheets if necessary
NATURAL COAST POLICIES
Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP
Section III—Policies Pages 8 through 16 for evaluation criteria
Yes 1:1 No E Not Applicable Site not on the shoreline
Attach additional sheets if necessary
Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III
—Policies Pages 16 through 21 for evaluation criteria
Lx J Yes1:1 No ❑Not Applicable Usage of site does not change, water usage does not change,
stormwater runoff shall be contained as per site plan
Attach additional sheets if necessary
..................._.........._...._............................_.................................�.................................................................�...._.._................
Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including
Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III— Policies; Pages 22
through 32 for evaluation criteria.
[J Yes [-] No 'Not Applicable
No disturbance to any coastal fish and wildlife habitats and wetlands
........_.._....._. wwww ....w_.....
Attach additional sheets if necessary
Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies
Pages 32 through 34 for evaluation criteria.
Yes No E Not Applicable
No impact on air quality
__..........._... ........ww.....ww_._..wwwww_.w_.......�
Attach additional sheets if necessary
Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous
substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria.
Yes C:1 No IE Not Applicable No solid waste or hazardous substances created be
addition of storage barn
PUBLIC COAST POLICIES
Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public
resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation
criteria.
El Yes E] No L.x' Not Applicable
Not a public site nor any disturbance to any public spaces
.�__wwwwwwwwww...wwwwwwww._wwwwww..s"h".. . ...
........
_..........
. .............ww_..............._......
...........
_
Attach additional sheets if necessary
WORKING COAST POLICIES
Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in
suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria.
Yes [:] No Not Applicable Barn is not a water dependent use
.................... ...........w ._www._...................ww _.....
Attach additional sheets if necessary
Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary
and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria.
Yes 1:1 No Z Not Applicable
_w_ ww. www_..._.._....._.. .. .. ........................... .. ........ ....................._..
Attach additional sheets if necessary
Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62
through 65 for evaluation criteria.
RYes 1:1 No E] Not Applicable proposed Storage Barn supports the existing agricultural use of the site
—--
Attach additional sheets if necessary _----------
___....._ —
Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP
Section III—Policies; Pages 65 through 68 for evaluation criteria.
Yes [:1 No El Not Applicable
PREPARED BY Constantine 1 i as TITLE Agent DATE 2125125
Amended on 811105 01'
as
OFFICE LOCATION: MAILING ADDRESS
Town Hall Annex � �` ����
P.O. Box 1 179
54375 State Route 25 Southold,NY 11971
(cor. Main Rd. &Youngs Ave.) Telephone: 631-765-1938
Southold,NY � �� �� www.southoldtownny.gov
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
MEMORANDUM
To: Accounting
From: Planning Department
Date: March 6, 2025
Re: Check
Please deposit the attached check into B691: Deferred Revenue. Fee is for a Site
Plan Application not yet accepted by the Planning Board.
Applicant/Project..N.ame & Type.._......... .........Tax
.Map
_# Amo.u.nt............_........_.w_.. check Date/NNo........_
.._....._.......................................
NFVS Holding Agricultural Barn Site 2/5/2025 - #28 30
Plan 102.-4-6.1 $500.00 North Fork
Viticultural Services
CEW
2830
JPMORGAN CHASE BANK
North Fork Viticultural Services, LLC i vz10
P.O.Box 633
Laurel, NY 11948 02/25/2025`
tl
PAY TO THE Town of Southold 500.00
ORDER OF
Five hundred and 00/100*......
DOLLARS
�,o o
..
Town of Southold ..
�s 54375 NY-25
Southold, NY 11971
rmann
Site Plan Submission
00 �'J 77Ou. 1:0 2 10000 2 0: 906 S S8 S L00
..�..�.�..�.w::................c.:.�:.,....._......:.::�.µ.,.,,, ❑ 2O
Presubmission
Materials
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: February 13, 2025
h L/ P-4T J3 C— P1 C
TO: NFVS Holdings LLC
PO BOX 633 FEB 14 2025
Laurel,NY, 11948
FE
SOu i HOLD TOWN
Please take notice that your application dated November 25, 2024: PLANWNG BOARD
For permit to: tp constri ct gq[tgral barn at:
Location of property: .1.3,.5.0 Alvahs Lapp utgho 1�le............ _&--- 9 °
County Tax Map No. 1000—Section 102 Block 4 Lot 6.1
Is returned herewith and disapproved on the following grounds:
Section 2 12 80- 1,LLc�p site p_Lqq_gp I th
S0Uth0ld'1'own Plannin', Board.
Adit il jyj.,and Pres..er.vat.i.o.n.
reviewNvill also _qjLiqL(j
You may now apply to both Land Preservation and the Planning Board directly.
Aut�rized Signature
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
CC: file,Land Preservation
R A
DESIGN /BUILD
Joseph Fischetti, F.E.
PROFESSIONAL ENGINEER
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Joseph Fischetti P.E.
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DROP WALLS UNDER DROP WALLS UNDER DROP WALLS UNDER
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GARAGE DOORS 12" GARAGE DOORS 12" GARAGE DOORS 12"
-----------------` -` -----------------------------------------------------------.- --- ----------`-----------------------------------'------------"-`--------------------------------------------- ro
- Designer/Builder
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RIGAS CO
5'-4" 14'4" 5'-4" 7'-11%:" 14'-4" 8'-O%," 14'-4" 8'-O%" 14'-4" 7'-11Y�" 5'-4" 14'-4" 5'-4" 22260 main road, orient ny 11957
25'-0" 75'-0" 25'-0" 631 323 8022
125'-0" c@rigasco.com
FOUNDATION PLAN
SCALE: 3/16" = V-0-- Engineer
Joseph Fischetti, P.E.
1725 Hobart Road, Southold NY 11971
631765 2954
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TDESIGN /BUILD
125'-0"
25'-0" 75'-0" 25'-0"
12'-6" 12'-6" 10'-6" 13'-6" 13'-6" 13'-6" 13'-6" 10'-6" 12'-6" 12'-6"
Joseph Fischetti, P.E.
6'1"x 3'-0" 6'-0"x 3'-0" 6'-W x 3'-0" 6'-0"x 3'-0" 6'-0"x 3'-0"
PROFESSIONAL ENGINEER
(2)14"LVL (2)14"LVL (2)14"LVL (2)14"LVL (2)14"LVL
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6'-0"x 3'-0" ATALL CORNERS 5'-1131"x 2'-1115/16"
(2)14"LVL 2 14"LVL
11/11/24
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Cutchogue NY 11935
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Agricultural Barn
----------------------------------------- -----------------------------------------
' PROJECT TEAM:
Designer/Builder
14'-0"x 14'-0" ' ' '
SIDING OVER UNDERLAYMENT,5/8"SHEATHING 14'-0"x 14'-0"
2xLSEALOC STUD
ERMITE (16'h),2R8ACQSILL RIGAS CO
SILL SEAL OVERTERMITE SHIELD : o
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`n RAFTER HOLD DOWNS HZA i '�
(2)14"LVL (2)14"LVL , , (2)14"LVL ; 22260 main road, orient ny 11957
631323 8022
14'-0"x 14'-0" 14'-0"x 14'-0" 14'-0"x 14'-0"
c@rigasco.com
12'-6" 12'-6" 15'-1F" 22'-4%" 22'-4%" 15'-1%" 12'-6" 12'-6"
Engineer
25'-0" 75'-0" 25'-0"
125'-0" Af
Joseph Fischetti, P.E.
1725 Hobart Road, Southold NY 11971
FLOOR PLAN B A 631765 2954
SCALE: 3/16 = 1-0
Scale as Noted
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RIGAS
DESIGN /BUILD
12
Joseph Fischetti, F.E.
MANUFACTURED TRUSS ROOF @24"CC(BY OTHERS)
PROFESSIONAL ENGINEER
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SIMPSON H7Z
HOLD DOWN
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11/11/24
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1350 Alvahs Lane
3 5 SCALE: 3/16 - 1-0
Cutchogue NY 11935
Agricultural Barn
12
PROJECT TEAM:
Designer/Builder
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SIMPSON H7Z RIGAS CO
SIMPSON H7Z
HOLD DOWNS HOLD DOWNS I I 22260 main road, orient ny 11957
MANUFACTURED TRUSS ROOF @24"OC(BY OTHERS)
I 631 323 8022
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- , Engineer
CEDAR SHINGLE SIDING
FELT UNDERLAYMENT
5/8"CDX SHEATHING
Joseph Fischetd, P.E.
1725 Hobart Road, Southold NY 11971
631765 2954
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3 5 SCALE: 3/16" = V-0"
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RIGAS
DESIGN /BUILD
Joseph Fischetti, P.E.
PROFESSIONAL ENGINEER
11/11/24
MANUFACTURED TRUSS ROOF
@24"OC
MANUFACTURED TRUSS RDOE MANUFACTURED TRUSS ROOF
@24' C @24"OC
1350 Alvahs Lane
Cutchogue NY 11935
0
Agricultural Barn
c CROSS SECTION C PROJECT TEAM:
3 6 SCALE: 3/16" = V-0"
Designer/Builder
RIGAS CO
22260 main road, orient ny 11957
631323 8022
c@rigasco.com
Engineer
Joseph Fischetd, P.E.
1725 Hobart Road, Southold NY 11971
631765 2954
• Scale as Noted
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WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRU-_TIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
l
KING STUDS '
°
RAFTER WALL STUD
ENDWALL
CRIPPLE STUD
o ° BOTTOM PLATE R A
o RIDGE LEDGER BATHTUB
IG S
° HEADER DOUBLE JOIST DESIGN /BUILD
SIDEWALL
RAFTER
JACK STUDS TO
FLOOR USP NUMBER DESCRIPTION APPLICATION
HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS
BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION JUSP NUMBERI DESCRIPTION APPLICATION ILOCATION JUSP NUMBER1 DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR Joseph
hQ}{•
HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. JOSeph �ISGI IG�I.LI� F.E.
2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 118go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC
WALL STUD PROFESSIONAL ENGINEER
THROUGH—ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP
CRICKET AT TOP—SIDE OF VENTILATION CHANNEL
RIM BOARD CHIMNEY AS REQUIRED
RAFTER
SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN
• I ,• ,• ,• ,� I •• ` VENTILATION
SIDEWALL FLASHING WOOD JOIST
FOUNDATION - TOP PLATE BLOCKING
' FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA
BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
WOOD GIRDER
INSTALL 4'0" O.C. •' THE SPACE VENTILATED. ALL OPENINGS 11/11/24
SHALL BE COVERED WITH CORROSION— ONTIN. SCREENED VENT
4" — 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WI-H MESH ONTIN. SOFFIT / EXT. PLYWOOD
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DMENSION.
INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION
AND SO AS TO MAINTAIN AIR SOFFITED EAVE
8" — 14" LSTA30 1-1/4"x3O" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO
ON ALL OPENINGS / ACTION 4" — 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0" O.C. ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
8" x 20 8" 12" RAFTER RT20 21-1 a. TYDOWN ANCHOR CONNECT TO
14" — 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ,' , ' � / g EACH RAFTER SOFFITED EAVE DETAIL
ON ALL OPENINGS .' ,' KEEP ROOFING NAILS OUT
2ND. FLOOR WALL `�� �� ' OF FLASHING
ROOFING LAPS BASE
' FLASHING 4 INCHES
BASE FLASHING WRAPS CORNERS, RAFTER 0 \ RIDGE CAP OF SAME
EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING 1350 Alvahs Lane
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT Cutchogue NY 11935
WOOD JOIST
TOP PLATE
SIDE WALL FLASHING GIRDER/HEADER
1ST. FLOOR WALL STARRING TO BE ATTACHED TO WALL STUDS @48"OC
WOOD JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWttLLS, WALL STUD
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES AS TO FORM D D PROVIDE HEMMED EDGES SO RAFTERS
RAINAGE CHANNELS AND
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION
4" — 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE—MANUFACTURED KEEP SHEATHING MIN. 1-1/2"
ON ALL OPENINGS RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH OVER RIDGE TO FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.
INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
8" — 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF
PLATES TO EACH STUD Agricultural Barn
DB L. SILL PLATE O
TERMITE SHIELD I r SUBFLOOR
SILL GASKET WOOD JOISTS
NEOPRENE ;
TYP. CONC. FOUNDATION n ` CONC. SLAB r GASKET . r 2x6 /2x8 CONTINUOUS WOOD PLATE
GRANULAR. FILL • � I BOLTED TO STEEL BEAM WITH
DAMPPROOF EXTERIOR � 6 MIL. POLY _
6MIL POLY ON EXTERIOR V ` '
\• v ` ' 1/2 " DIA. BOLTS ® 48" ox. STAG.
° V STEEL COLUMN
A � �
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° ( A p \• ANCHOR BOLT EMBEDMENT: �.
\, COMPACT FILL h a r B�OCKD�CONCRETE:15y `,, 4" x 1/4" x 8" STEEL
p N ROOFING LAPS . I TOP AND BOTTOM PLATE PROJECT TEAM.
D KEYWAY FOOTING V ° 4 ° ] FLASHING AT �` WITH 1/2 x 6 ANCHOR BOLT
e �.a a CONC. FTG. p Q'p G D' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP . 1/2" GROUT
ANCHOR BOLT CONNECTION
(USP LB PS58 OR B P583) �.
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REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I I I 3" STEEL COLUMN Designer/Builder
DRAIN TILE ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS )
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC
SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL R I GAS CO
" " "
TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24x24x12 CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC
WHERE NEEDED FOR STRUCTURAL BRACING. STEEL / BOTTOM BEARING
ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC 22260 main road, orient ny 11957
SLAB—ON—GRADE ROOF JACKS & VENTS DETAIL
631323 8022
�—CONC. SLAB SUBFLOOR c@rigasco.com
6X6 10/10 WWM DOOR FRAME
COMPACT FILL GARAGE ---- I G JOIST
DODR
USE 2X8 STEEL BEAM Engineer
-"• 11 FOR BLOCKOUT
4" SLAB
P.T. PLATE W/ 6X6 WMM \ I I SLOPE
4"DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT
• AT AIR S ACE < <� e ° (WITH A NAILING PLATE IF NEEDED)
�" e a e . / Joseph Fischetti P.E.
• � ',�.'� AT END AND ,�, �c '° e. ,a ee a TO BE APROX. 1 2" OR HIGHER THAN
GRADE ° �► n---•---«-''-"� c�yCA BEAMS AIDES F WOOD _ o D D D 'a a •e ° STEEL BEAM TO ALLOW FOR SHRINKAGE 172 , 1971
(PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 5 Hobart Road Southold NY 1
12" 6X6 W.W.M. ••e — — e — — —s I
a a a o o I - =fi�IT� 631765 2954
o , D 'D D n O ° , _I SUBFLOOR
MIN. ,e e A �'p t'p ^'r e ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM — , e'^
•a <I • REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM 11= D o ° o
• e D �� REINFORCING BAR °
DRAIN TILE Ifs I �,101ST
12" o d e SHEET METAL / 30# FELT UNDER BEAM AT POINT t\,A Oe Oe e (�
STEEL BEAM
OF CONTACT WITH CONCRETE OR CONC. BLOCK _ _ i _ i
'e•� 3" PLATE (BOLTED TO BEAM)
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. �A SHIMS TO LEVEL BEAM
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS.
3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT
BEAM POCKET
Scale as Noted
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A7
WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
GENERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING (SEE PLANS)
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT
TOP PLATE 10'WALL: 4-8d COMMO RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS)
1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: DESIGN CRITERIA UNIFORM CODE
CEILING JOIST 8 WALL: 3-8d COMMON EACH ( ) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE
intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL: 4-8d COMMONJOIST TOE-NAIL
for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES
State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5
construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL DESIGN DEAD LOAD(PSF)R301ALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 1801.7
P g g g UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH U180 RIGAS
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING)
2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR WALLS AND PARTITIONS H/180
INTERIOR(LIGHT FRAME)WOOD WALLS 10
DESIGN /BUILDCOLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME) STEEL WALLS 5 FLOORS L/360
meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 CEILINGS PLASTER,STUCCO) L/360
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the MASONRY WALLS(8 THICK) 80
FIRE ESCAPES 40 CONCRETE WALLS(6"THICK) 85 CEILINGS(GYPSUM) L/240
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE GUARDS AND HANDRAILS 200 ALL OTHER STRUCTURAL MEMBERS L/240
accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10
3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 2000lbs EXTERIOR WALLS(PLASTER,STUCCO) H/360
4 .WALL ASSEMBLY TO FOUNDATION: 2 - 16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240
(DO NOT SCALE DRAWINGS). ) TO RAFTER END NAIL NON-SLEEPING ROOMS 40
First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift EXTERIOR WALLS(FLEXIBLE FINISHES) H/120
p WALL FRAMING: SLEEPING ROOMS 30 ) Joseph i=ischetti P.i=.
4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete LINTELS (SUPPORTING MASONY WALLS U600
responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under STAIRS 40
construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES ROOF GROUND SNOW LOAD 20
precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt Qom'• SPACING
P p g TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) PROFESSIONAL ENGINEER
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, 2 - 16d COMMONLOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1
5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE
INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMONO.C. NAIL EGRESS Sym • SEE FLOOR PLANS AND WINDOW SCHEDULE
attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS.
7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE &CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS.
such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL
in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION
8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124
6). TYPE II EXTERIOR SHEARWALL CONNECTIONS:FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 11/11/24
1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD
determine intended heights of finished floor(s) above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD
7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when
2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES
QTY. SPACING MODERATE SLIGHT TO
2.4.4.2 and 2.2.4 respectively. -
3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4 - 8d COMMON PER TOE 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE
concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
4). Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD
5). Unless otherwise noted, all slabs on grade to be 3000 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O. . 8d COMMON 6" O.C. SEE NOTES: 1,3
g P• TO JOIST END NAIL @ @
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 ( BOTH FIELDS)
o Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON @ 6" O. 8d COMMON @ 12" O.C. 1350 Alva hs Lane
to be minimum 3-1/2 inch thick. All fill to be compacted to 95 /o relative density with g 3 - 16d COMMON NOTE: 2 FOR PANEL FIELD
6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL
along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 Cutchogue NY 11935
6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL
8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE
7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END
the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL
1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak,
8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1
_ 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49.
FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts.
F SHEATHIN : For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c.
1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL
Edition Wood Framing Construction Manual. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For
Use a minimum 1/2 dia x 8 long anchor bolt with washers and nuts. Footings Shall be 3 ft.below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49' the nail spacing shall be reduced to 3 inches o.c. Agricultural Barn
2). Unless otherwise noted, all framing and Structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS'
Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE
SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES
3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL
otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION QTY SPACING SEE NOTES: 1, 3 ( BOTH FIELDS)
where needed. 4 EDGE ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD
4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 5d COOLERS 7 O.C. EDGE
Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. WALLBOARD 10 O.C . FIELD INTERIOR ZONE t8d COMMON @ 6 O. . 8d COMMON @ 12 O.C. SEE NOTE: 3
openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING:
openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES
7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored
openings between 41 and 60 and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. PROJECT TEAM:
and blocking where applicable. QTY. SPACING
8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall
5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC
be used.
anchors where applicable to all connecting joists. PLUMBING NOTES 7/16 OSB 6d COMMON 3 O.C. EDGE g Desi ner/Builder
6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6�� O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c.
on plans.
WALLBOARD 5d COOLERS 10" O.C . FIELD R I GAS CO
2 Verify septic stem with the Engineer for Suffolk Count Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails.
7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r ) fy P y g y p pP FLOOR SHEATHING: 22260 main road, orient ny 11957
other access openings unless otherwise noted (typical). 631323 8022
3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL
provide adequate bracing and plates to protect and secure the structure. Verify With the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P p fY QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. c@rigasco.com
where applicable unless otherwise noted. state code and manufactures recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
HVAC SYSTEM NOTES 1" OR LESS 8d COMMO 12" O.C. FIELD (5.7 SQ.FT.2ND.FLOOR)
9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF
under all bearing walls. NOTES:� NYS Residential Code R302.11-FIREBLOCKING REQUIRED Engineer
1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space.
10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations.
needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor Joseph F I SC h ettl P.E.
equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed
1). Nailing requirements are based on wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs. 1725 Hobart Road, Southold NY 11971
CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing 631 765 2954
Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits,
12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings.
ELECTRICAL NOTES: shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. ) P g P p
adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3 .In concealed spaces between stair stringers at the to and bottom of the run.Enclosed spaces
over subfloor as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code.
such as shear plates shall be used to maintain load path. DENSITY PER ASTM D 698 AND ASTM D 1557 COMPACT THE
1). All electrical to be installed as per N.Y.S. Residential Construction Code. ( )•
13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of
2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion.
ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. membersthe tabulated number of nails shall be ermined
to have regular 1/2'1 members,the All walls to be taped and finished. p 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code.
3). All electrical work to comply with 2014 NEC.
to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE.
14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or
approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 Scale as Noted
torch down type material over. and R315 of IRC. . 71
m ,
16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP
AND BASES.USE WITH FLASHING CAPS TO _ �#
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SITE PLAN USE DETERMINATION JAN I 9 N?5
SOUTHOLD TOWN
Initial Determination PLANKING BOARD z
Date: Q I_.. Y _.._ .._... __, . Date Sent W�/ )-1 -/ v-,
Project Name- k_al.d.
cr, �.. , �.. .. . � � ._ N__k.. .�Project Address: a
C
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rr Zoning District:
Suffolk Cor.rnty'Tax Map No.: 104q-.w���'_-A._._._-. ln�� - -�
Request: 0.d�tLLLL+ _.�rl._.� � 1 I�_ A—
3 N
l!1
(Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should LA
be submitted.) p
Initial Determination as to whether use is permitted:
q _
Initial Determination as to whether site plan is re uired:
Signatu�oiuiding Inspector
-----------------------
Planning Department (P.D.) Referral:
4j Date of Comment: I r
P.D. Date Received: � � -
Comments:
C
Signature of Plann*Q Dept,Staff Reviewer
Final Determination
Date:
Decision:
Signature of Building Inspector
FOR INTERNAL USE ONLY
SITE PLAN USE DETERMINATION nBOARD
Initial Determination
Date Sent:
Dater a-q / a'S LLC�
Project Name:
w.........�.w_-�..�....,�..... .._.�._._._�
_._w . �:. .D._
Project Address: J. __......... . ....... _._, 3
� zoning District: ��.,......_...�-_._.._..,. _._._._._..._.r......�_
Suffolk County Tax Map No.: 1000- �a - - �' i
C _ _. .. ...w.___._ ...... . ._..
Request: . �t 1 w .Ww.... �._. _1LU
(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 s to whether site la e uired: ..... _...........__µ._._..... ..._..,_ .... _.. .__.... ..._. ...
_..... w..._..._.�..........._
�...wn............_v___.
.-it-
Signature ofui ding Inspector
.._.. _ .._. ...w_. ._�._.. _............ ..._ __. ...._.
Planning Department (P.D.) Referral: _.__ ,, .,.,,._. _.... . --.-..-
P.D. Date Received:
Date of Comment.
Comments. ,_........�....�..,�...�....._.._.._..��..,�-...�.�_.__........__..__._.�. ... .._
Signature of Planning Dept. Staff Reviewer
Final,,Pg ermination,
Date:
Decision:._�.....�w_......_.��....w_.�.. ... .._.��,... .-...�..m...-�.�_._..._ ...A_...�....-�..... ._.�-.�.�....����...�.,... �.
Signature of Building Inspector
VV
' , TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971 0959
Telephone(631) 765-1802 Fax (631) 765-9502 1,g1as,:// ..sou1ho1dtQ k
Date Received
APPLICATION FOR BUILDINGPERMIT
V,L
For Office Use Only
PERMIT NO. _ Building
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owners Authorization form(Page 2)shall be completed.
Date:
OWNER(S)OF PROPERTY: 49' t
Name:NFVS HOLDINGS LLC scTM# 1000
Physical Address: 1350 ALVAHS LANE CUTCHOGUE NY 11935
Phone#: Email:
Mailing Address:PO BOX 633 LAUREL NY 11948
CONTACT PERSON:
Name:Constantine Rigas
Mailing Address:22260 Main Road, Orient NY 11957
Phone#:917-509-8751 Email:c@rigasco.com
DESIGN PROFESSIONAL INFORMATION:
Name:Joseph Fischetti P.E.
Mailing Address: 1725 Hobart Road, Southold NY 11971
Phone#:631-765-2954 Email:
CONTRACTOR INFORMATION:
Name:Constantine Rigas
Mailing Address:22260 Main Road, Orient NY 11957
Phone#:917-509-8751 Email:c@dgasco.com
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
Other BARN
300,000
Will the lot be re-graded? ❑Yes OANo Will excess fill be removed from premises? ®Yes ❑No
1
PROPERTY INFORMATION
Existing use of property:FARM intended use of property: FARM WITH BARN
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes []No IF YES, PROVIDE A COPY.
The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter Z36 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
tion Submitted B rilTt,name): B "` Authorized Agent ❑Owner
Application Y�p
Signature of Applicant: Date:
�. . CONNIE D.BUNCH
Notary public,State of New York
STATE OF NEW YORK) No.OIBU6185050
Qualified in Suffolk County
SS: C0MMISSIon Expires April 14, 2.Q"''
COUNTY OF
Le
duly sworn, deposes and says that(s)he is the applicant
(Name of individual s contract) Bove named,
(S)he is the -----
(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
n before me this
r
day of cD VRffj t,)4,,A 20 q
Notary Public
(See separate owner authorization)
2
Builldin DM.,artment A lication
Zg _
AUTHORIZATION
(VAwre the Applicant is not the Owner)
1, William Ackermann, of NFVS Holdings LLC, property owner of 1350 Alvahs Lane, Cutchogue NY 11935
do hereby authorize Constantine Rigas to apply on my behalf to any required Southold Town departments for any
and all needed permits.
(Date)
016-1-Ael VV)CI ti
(Print Name)
I RLIAN F.MCCI3LLi?UGH � � ti
(OFFICE LOCATION:
Town Hall LAND PRES R VAIION a 5 375 State Amex
to 25
EXECUTIVE ASSISTANT (corner ofMain Rd&Youngs.Ave)
lilhatun southoldtownay.com Southold,New York
Telephone(631)765-5711
Facsimile (631)765-6640 a MAILING ADDRESS:
P.O.Box 1179
www.southOlCttVltlt .g0�' � (�f Southold,NY 11971-0959
DEPARTWNT OF L P SERVA'ION
TOWN OF SOUTHOLD
R QUEST FOR AGRICULT RAL -STRUCIULtE PLACE ENT ON
LAND SUBJECT TO TOWN DEVELOPMENT RIGHTS EASEMENT
Tax Map No. 1000 - 102 -4 - 6.1
I arr the owner of the property described below and on which the Town purchased a development
rights/conservation easement on or about 1999 (date).
Name of Owner(please print): NFVS HOLDINGS LLC
Name(s) of Previous Owner.
(if applicable)
Mailing Address: PO BOX 633 Laurel NY 11948
Phone Number: 917-509-8751 (Constantine Rigas as agent)
Email Address: c@rigasco.com (as agent)
Property Location: 1350 Alvahs Lane Cutchogue NY 11935
List type, size, and use of each agricultural structure proposed:
Bam for storage of equipment and feed for vineyard and cattle pasture.
Survey and plans of proposed barn attached.
A ch to tion a (survey, tax snap, or sketch plan) showing placement area of agricultural
structure(s), distance from property boundary lines, and any readily available information relating to
your request.
You may speak with the Executive Assistant at (631) 765-5711 to discuss questions or to arrange to
participate in any of the re ular mee .ng of the Land Preservation Committee.
ppiicant Signature I at
" I Q � C Y 1
tint Name
Please return the completed form with attachments to: Southold Town Land Preservation Department
*All attachments must be signed and dated by property owner.
RIGAS CO
BUILDING COMPANY + DESIGN STUDIO
1350 Alvahs Lane Cutcho ue NY 11935
11/25/24
Enclosed please find one set of plans,a full size survey and permit application for a proposed barn on a development
rights sold farm located at 1350 Alvahs Lane, Cutchogue NY 11935. We have also enclosed a copy of the Request
form submitted to Land Preservation on 11/18/24.
As per my conversation with Land Preservation and with Mr. Verity on Thursday 11/21/24, we are submitting the
building application so that the review process can begin and so that the Building Department can then refer this
application to the Planning Department.
Please contact me with any questions at 917-509-8751 or L01eM comic alp
Thank You,
Constantine Rigas
www.rigasco.com
631 323 8022
22260 main road,orient ny 11957