HomeMy WebLinkAbout1000-65.-1-16 OFFICE LOCATION: ® MAILING ADDRESS:
Town Hall Annex ®. �!�- P.O.Box 1179
54375 State Route 25 Southold,NY 11971
(cor.Main Rd. &Youngs Ave.) c/}
Telephone: 631765-1938
Southold, NY 11971 '��:, � .. a,,®,'
LOCAL WATERFRONT REVITALIZATION PROGRAM
TOWN OF SOUTHOLD
To: Glenn Goldsmith, President
Town of Southold Board of Trustees
From: Mark Terry, AICP
LWRP Coordinator
Date: September 17, 2024
Re: LWRP Coastal Consistency Review for TOPAZ PAGE-GREEN & EMMANUEL ROMAN
SCTM# 1000-65-1-16
Margot & Clay Coffey on behalf of TOPAZ PAGE-GREEN & EMMANUEL ROMAN requests a
Wetland Permit for the existing 2-'/ story dwelling and to perform repairs consisting of replacing
windows and doors in-place; replace existing seaward side deck, railings and stairs with new
slightly larger deck; reconstruct existing east porch landing, railing and stairs in-place; reconstruct
existing north porch landing, railing and stairs in-place; existing 152sq.ft. lighthouse to remain and
repair the interior and exterior where necessary; existing 184sq.ft. beach cabana with an outdoor
shower to remain and replace roof shingles, siding, windows and doors; and to replace in-place and
in-kind existing upper wood platform with steps down to a partially cantilevered wood deck with
steps to beach. Located: 2080 Town Harbor Lane, Southold. SCTM# 1000-65-1-16
The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the
Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy
Standards. Based upon the information provided on the LWRP Consistency Assessment Form
submitted to this department, as well as the records available to me, it is my recommendation that
the action is CONSISTENT with the LWRP.
The existing 184 sq. ft. beach cabana with an outdoor shower to remain and replace roof shingles,
siding, windows, and doors; and to replace in-place and in-kind existing upper wood platform with
steps down to a partially cantilevered wood deck with steps to the beach is INCONSISTENT with
Policy 6 of the LWRP.
1. A Wetlands Permit was not located in Town Records for the Cabana (Referred
to as a Bath House on some of the plans). Retaining the structure in the
location set a precedent.
2. What size are the decks landward of the top of the bank? Platforms associated
with stairs may not be larger than 100 square feet.
3. Structures in these areas are subject to repetitive loss due to storms, including
hurricanes.
Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its
written determination regarding the consistency of the proposed action.
Cc: Honorable Lori Hulse, Attorney
Town of Southold '• RECEIVED
LWRP CONSISTENCY ASSESSMENT FORM ESE:P10 6 2024
A. INSTRUCTIONS Sout o d T ownPlanning Board
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. A proposed action will be evaluated as to its siuf�icant_
beneficial and adverse effects,upon the coastal area(which.includes all of Southold Town).
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 now.
supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and
conditions,it shall-not be undertaken.
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# 65. _ 1 16
PROJECT NAME 2080 TOWN HARBOR LANE
The Application has been submitted to (check appropriate response):
Town Board ❑ Planning Board❑ Building Dept. ❑ 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) ❑
(b) Financial assistance(e.g. grant, loan,subsidy)
(c) Permit, approval, license,certification:
Nature and extent of action:
Restore an existing 184 sq rt beachca ana and 292 sq ft cabana deck in kind. Restore existing 152 sq ig thouse in need
:)f interior and exterior repair in kind. Replacement in kind of all existing windows and doors on the north and east sides
A the main house that fall within the 100 ft wetland mark. Rebuild and expand existing main house dec on the east side of
:louse by 65 sq ft. Deck stair and handrails to be rebuilt in kind.Rebuild existing stairs and porch landing on eastern side of
.he main house. Proposed stair railings to be rebuilt using in kind materials to match the existing north side stair handrail.
Repair of existing porch and rebuild existing stairs on the north side of the main house and rebuild handrails.
11
Location of action: 2080 TOWN HARBOR LANE SOUTHOLD NY 11971
2.113
Site acreage:
Present land use: SINGLE FAMILY RESIDENCE
Present zoning classification: R-40
2. If an application for the proposed action has been filed with the Town of Southold agency, the following
information shall be provided:
MARGOT COFFEY, CLAY COFFEY
(a) Name of applicant:
(b) Mailing address: 430 MAIN STREET 2ND FL GREENPORT NY 11944
646-275-2447
(c) Telephone number: _ - - — —
Will the action be directly undertaken,require funding,or approval by a state or federal agency?
Yes 0 No❑ If yes,which state or federal agency? DEC —
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.
aYes ❑ No ❑ Not Applicable
This is a restoration project, replacing structure,windows and doors in kind as needed. The restoration will revi-
talize the historic character of these existing buildings and enhance the community character by preserving the
unique existing`structures and making efficient use of existing infrastructure in order to minimize any effects of
Attach additional sheets if necessary
Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See
LNVRP Section III—Policies Pages 3 through 6 for evaluation criteria
❑ Yes ❑ No ❑ Not Applicable
The restoration of cabana, deck and lighthouse preserves the existing structures.The restoration of the existing
main ouse-contributes to preserving the Victorian Bidse,just repairing and replacmgwhere essential to revita-Iize
the structure. Jhere is no archaeological relevance tot is project.
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
X❑ Yes ❑ No ❑ Not Applicable
All restoration,rebuilding and repairs will enhance the visual quality and scneic resouces in relationship to
the town of southold.
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
S Yes ❑ No ❑ Not Applicable
The restoration of the cabana and lighthouse will be the least invasive way to revitalize this structure. This is.in
an effort to minimize loss of life, structures and natural resources from flooding and erosion. As part of a trust-
ees landscape-administrative permit,-the project intends-to-replace-and revitalize the.dunes along this_pro-perty to_
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
❑ Yes ❑ No ❑Not Applicable
e Beach cabana restoration includes a kitchenette sihk and outdoor shower. The water line is current y con-
nected to town water. Existing water supply to the cabana is noted on the plans. outdoor shower will be drained
into a drywell that will also capture roof runoff
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.
0 Yes ❑No ❑ Not Applicable
All standard precautions will e taken while restoration is in progress within t e 000 ft wetland arrier. Silt
fencing and hay bails will remain along the boundary throughout construction. The restoration of the struc-
tures will further protect the Southold Town ecosystems especially wetlands and coastal fish by making sure the
systems and buildings are in good standing and do no jeopardize the the quality of function of these ecosys-
tems.
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❑ Not Applicable
By restoring,repairing and replacing in kind a minimal impact will be made in terms of construction and
therefore this further protects and improves air quality in the Town of Southold.
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.
x❑Yes ❑ No ❑Not Applicable
By restoring the beach house, any further degradation of this structure will be-prevented and therefore it
will prevent any hazardous substances or waste from impacting the surrounding environment.
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.
❑ Ye❑ No x❑ Not Applicable
The proposed work does not impede or impact public access to or recreational use of coastal waters,public
lands and public resources.
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.
0 Yes ❑ No ❑ Not Applicable
There will be no new water-dependent uses in scope for this proposed restoration project. There will be no dis-
turbance to the natural shoreline and water areas around this proposed project.
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 ❑ No x❑ Not Applicable
The proposed project does not impede or impact sustainable use of living marine resources in town waters.
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.
❑Yes ❑ No x❑ Not Applicable
The proposed project does not impede or impact agricultural lands in-Southold Town.
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.
U Yes ❑ No ❑ Not Applicable
All areas around the lighthouse, cabana and main house will be carefully protected by silt fence and hay bales.
Further protection of mineral resources will be done to retain and further protect the dunes and top of bank
by-restoring the native vegetation of the bank. Property bank to be revegetated with native shrubs and inva-
PREPARED BY margot coffey TITLE applicant, Isaac-Rae DATE 6/20/24
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SURVEY OF PROPERTY
SITUATE
SOUTHOLD
TOWN OF SOUTHOLD
j: oNE SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000-65-01 -16
F• `:o / SCALE 1"=30'
t DECEMBER 22, 2023
• '`I N \ ,w•'• MAY 6, 2024 ADD TOPOGRAPHICAL SURVEY
CERTIFIED TO:
TOPAZ PAGE—GREEN
EMMANUEL ROMAN
\ / SPANO ABSTRACT SERVICE Corp.
I TITLE No. SP49769—S
e•`, \\\a FIRST AMERICAN TITLE INSURANCE COMPANY
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1 X LOT AREA DATA
xlzo 77,060 sq. ft.
UPLAND AREA 1.769 CO.
// UNDERWATER GRANT 15,000 sq. ft.
0.344 CO.
TOTAL 92,060 sq. ft.
X,62 \\ IIx '� :'� 2.113 ac.
102
Aa :.:,' / \ §.. \ :.f¢. .:•.•; NOTES:
/ r 169\ `a.' \ 1. DEED REFERENCES ARE TO DEED LIBER 8331 PAGE 105
/ \ \ X 02. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM
x u 1 ' \ EXISTING ELEVATIONS ARE SHOWN THUS:xx.x
EXISTING CONTOUR LINES ARE SHOWN THUS:Xx-———-XX
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PREPARED IN ACCORDANCE WITH THE MINIMUM 4V
STANDARDS FOR TITLE SURVEYS AS ESTABLISHED ��� 0 '
BY THE LIA.LS.AND APPROVED AND ADOPTED
FOR SUCH USE BY THE NEW YORK STATE LAND
TITLE ASSOCIATION. ;ti 6 �. /
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N.Y.S. Lic. No. 50467
Nathan Taft Corwin III UNA ALTERATION OR ADDITION
TO THIS HIS SURVEY
EY A VIOLATION OF
SECTION 7209 OF THE NEW YORK STATE
EDUCATION LAW.
Land Surveyor COPI A
ES OF THIS SURVEY MAP NOT BEARING
THE LAND SURVEYOR'S INKED SEAL E
EMBOSSED SEAL SHALL NOT BE CONSIDERED
TO BE A VALID TRUE COPY.
Successor To:Stanle J.Isaksen,Jr.L.S. CERPFICATIONS INDICATED HEREON SHALL RUN.
Joseph A Ingegno LS. SN PREPARED,ANDTO THES OR ON ON EHIIS EHHALFTTO THEE
rnre Surveys—Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON,AND GOVERNMENTAL AGENCY D
TO THE ASSIGNEES OF THE LENDING INSTI-
PHONE (631)727-2090 Fax (631)727-1727 TUiION.CERTIFICATIONS ARE NOT TRANSFERABLE.
OFFICES LOC47ED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY
1586 Main Road P.O.Box 16 AND/OR EASEMENTS OF RECORD,IF
Jamesport,New York 11947 Jamesport,New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED.
NOTES
}- 2080 TOWN HARBOR LANE
SOUTHOLD, NY 11971 DRAWING ISSUE
N0. DATE ISSUED FOR
6I19202< TRUSTEES FILING
SCTM# 1000-065.00-01.00-016.000 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION SHEET LIST 3
1.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 INTERNATIONAL BUILDING CODE AND 4
SITE PLAN FOR:2080 Town Harbor Lane,Southold,NY 11971 WILL COMPLY WITH 2O20 NYS RBC&20181BC REQUIREMENTS,AND THE BEST TRADE PRACTICES. SHEET# SHEET NAME 5
STM(1000-65-1-16),ZONED R40 2.CONTRACTOR SHALL BE HELD TO HAVE VISITED AND EXAMINED THE PROJECT SITE BEFORE 6
SUBMITTING HIS PROPOSAL SO AS TO FULLY UNDERSTAND ALL EXISTING CONDITIONS RELATING TO THIS 7
SOUTHOLD TOWN,SUFFOLK COUNTY,NY WORK.THE NATURE AND SCOPE THEREOF AND THE FEATURES AND DIFFICULTIES THAT WILL AFFECT ITS B
ni D EXECUTION.NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA AND/OR MATERIALS REQUIRED OR FOR T-002 GENERAL NOTES 9
INFORMATION ALLOWED EXISTING PROPOSED DIFFICULTIES WHICH WOULD HAVE BEEN FORESEEN HAD THE REQUIRED INSPECTIONS BEEN MADE.THE
CONTRACTOR SHALL TAKE ALL NECESSARY MEASUREMENTS FOR HIS WORK AT THE SITE.VERIFY ALL T-003 GENERAL STRUCTURAL NOTES 10
LOT AREA 77,060SF CONDITIONSAND TOOO COVER SHEET 11
3.THE CONTRACTOR SHALL NOT COMMENCE WORK UNTIL A KICK OFF MEETING HAS BEEN HELD AT THE
LOT DEPTH(F7) - 319'-71/4" - PROJECT SITE WITH THE OWNER AND ARCHITECT.THE A-001.00 PROPOSED SITE PLAN_TRUSTEES FILING
PURPOSE OF THIS MEETING IS TO REVIEW THE PLANNED WORK AND TO ENSURE THAT THE WORK IS RBVISIODS
LOT WIDTH 23P'_18" DONE IN ACCORDANCE WITH THE APPROVED PLANS. A-002.00 SITE PLAN WITH ROOF CALCULATIONS
(� 4.BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF Revision
INSURANCE WITH THE DEPARTMENT OF BUILDINGS,OBTAIN ALL REQUIRED PERMITS,AND PAY ALL FEES A-104.00 EXISTING CABANA PLAN Numher Revision Description Revision Data
LOT AREA BUILDABLE(MINUS EASEMENT) 25,251 SF 5.THE CONTRACTOR SHALREQUIRED BY GOVERNING LINOT YDEVIAT F ROMTHORK CITY E APPROVED CONSTRUCTION DOCUMENTS.THE A-105.00 EXISTING LIGHTHOUSE PLAN&INTERIOR
MIN.FRONT YARD(FT) 50' 7T 7T CONTCTOR IS THHATTHEWORKHASIALTE EDSED TWITHOOUTTPRIORWRITTENAPPROVALFROMT EARCHITECT.HIS RK WILL BE STOPPED IF AT ANY POINT IT HAS BEEN ETERMINED ELEVATIONS
_ 6.THECONTRACTOR SHALL PROVIDE ALL EQUIPMENT,OBTAIN PERMITS AND ERECTTEMPORARY A-203.00 PROPOSED EXTERIOR ELEVATIONS
Y MIN.SIDE YARD(FT) 15' 35' 35'-1 O" 35'-1 O" CONSTRUCTION AS NECESSARY TO SAFEGUARD PERSONS AND PROPERTY.ALL MACHINERY,TOOLS,
C.1 SERVICE LINES AND CONDUITS SHALL BE GUARDED,SHIELDED OR BARRICADED TO PROVIDE SAFETY A-204.00 EXISTING CABANA EXTERIOR ELEVATIONS
DO MIN.REAR YARD(FT) 100' 113'-5" 113'-5" AND TO PREVENT CONTACT WITH PUBLIC.
7.THE CONTRACTOR SHALL MAINTAIN STRUCTURAL INTEGRITY OF ADJOINING WALLS,GROUNDS AND A-205.00 LIGHTHOUSE EXTERIOR ELEVATIONS
Ul PROPERTYAND PROTECT THE SAME FROM INJURY
U) MIN.ACCESSORY SIDE YARD(FT) 20' - - B.CONTRACTORSHALL DETERMINE LOCATION,PROTECTAND SAFEGUARD ALL UTILITIES ONAND A-501.00 CABANA STAIR PLAN AND DETAILS
ADJACENT TO SITE.
MIN.ACCESSORY REAR YARD(FT) 20' - _ 9.THE CONTRACTOR SHALL REPAIR AT HIS OWN COST ALL EXISTING MATERIAL OR EQUIPMENT DAMAGED A-502.00 MAIN HOUSE DECK DETAILS
AS A RESULT OF CONSTRUCTION FOR THIS WORK. TH
THISAPPLICATION IS APPROVED ONLY FOR WORK
, - _ 10.CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOB SITE CLEAR OF TRASH AND DEBRIS AT
ALLOWABLE COVERAGE 20% A-503.00 MAIN HOUSE BAY WINDOW DETAILS INDICATED ON E APPLICATION SPECIRCATION SHEET.ALL
( ) 5050 SF ALL TIM ES AN D FOR THE REMOVAL OF ALL CONSTRUCTION DEBRIS FROM THE SITE PRIOR TO FINAL OTH ER MATTERS SHOWN ME NOT TO BE RELIED UPON.OR
COMPLETION. A-504.00 EAST SIDE STAIR DETAILS
TOTAL EXISTING COVERAGE - 11,266 SF - 11.MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT NECESSARY FOR PROPER CONSTRUCTION TO BE CONSIDERED AS EITHER BEING APPROVED OR IN
OFANY PARTOFTHE WORK SHALLBE INCLUDED AS IFTHEYWERE INDICATED IN THE DRAWINGS. A-505.00 NORTH SIDE STAIR DETAILS ACCOROANCEWITH APPLICABLE CODES
TOTAL PROPOSED COVERAGE - - 13,654 SF 12.THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL
AUTHORITIES.
13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND SCOPE OF WORK PROPOSED IN THIS FILING:
ALLOWABLE GROSS FLOOR AREA(GFA) 6,953 SF - - MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA.THE CONTRACTOR SHALL DESIGN AND REFURBISH EXISTING CABANA
INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS THE Consultants:
TOTAL EXISTING GROSS FLOOR AREA - 5,290SF _ CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR REFURBISH EXISTING LIGHTHOUSE
DURING THE EXECUTION OFTHE WORK. REBUILD AND EXTEND EXISTING EXTERIOR DECK Surveyor:
14.THE CONTRACTOR SHALL LAY OUT HIS OWN WORK,AND SHALL PROVIDE ALL DIMENSIONS REQUIRED REBUILD IN KIND EXISTING BAY WINDOW Nathan Taft Corwin III
EXISTING GFA GROUND FLOOR - 2,717 SF - FOR OTHER TRADES(SPRINKLER,MECHANICAL,PLUMBING,ELECTRICAL,ETC.). REBUILD AND EXTEND EXISTING EAST SIDE STAIRS Land Surveyor
15.SPRINKLER,MECHANICAL,PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS REBUILD AND EXTEND EXISTING NORTH SIDE STAIRS P.O.BOX 16
EXISTING GFA SECOND FLOOR 1,487 SF LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-
OFFS. Jamesport,New York 11947
16.THE CONTRACTOR SHALL DO ALL CUTTING,PATCHING,REPAIRING AS REQUIRED TO PERFORM ALL OF
EXISTING GFA THIRD FLOOR - 1,086 SF - THE WORK INDICATED ON THE DRAWINGS,AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE -
THE JOB.
TOTAL PROPOSED GROSS FLOOR AREA - - 5,385 SF 17.ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY -
CAPPED OR PLUGGED.
18,THE CONTRACTOR SHALL GUARANTEE THE WORK FOR A MINIMUM OF ONE(1)YEAR FROM THE DATE
PROPOSED GFA GROUND FLOOR 2,812SF OF ACCEPTANCE BYTHE OWNERAGAINSTALL DEFECTS IN
MATERIAL AND/OR WORKMANSHIP.THE IS GUARANTEE SHALL BE SUBMITTED IN WRITING BY THE
PROPOSED GFA SECOND FLOOR - - 1,487SF CONTRACTOR TO THE OWNER.
19.THE CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH THE HIGHEST DEGREE OF
PROPOSED GFA THIRD FLOOR - - 1,086SF SKILL,QUALITYANDCOMPLETENESS.
20.THE CONTRACTOR,UPON COMPLETION OF THE WORK,SHALL ARRANGE FOR DEPARTMENT OF
BUILDINGS INSPECTIONS AND SIGNOFFS AS REQUIRED.
ALLOWABLE BUILDING HEIGHT(Fn 35' - 21.NO WORK SHALL BE DONE,EXCEPT BETWEEN THE HOURS OF 9,00 A.M.AND 5,00 P.M.MONDAY
THROUGH FRIDAYS.EXCEPT AS OTHERWISE AGREED TO,NO WORK SHALL BE DONE ON SATURDAYS,
PROPOSED BUILDING HEIGHT - - E»DTDPD.,,,N SUNDAYS AND HOLIDAYS,AND NO WORK THAT CAN PRODUCE UNUSUAL NOISES THAT MIGHT BE
(� DISTURBING TO BUILDING OCCUPANTS SHALL BE DONE BEFORE 10:00 A.M.
22.THE CONTRACTOR AND ALL SUB-CONTRACTORS AGREE TO ABIDE BY ALL REGULATIONS AS
OUTLINED IN THE ALTERATION AGREEMENT
23.THE USE OF POWER TOOOLS SUCH AS PNEUMATIC JACKHAMMERS SHALL BE PROHIBITED
24.PROPOSED WORK SHALL NOT ALTER OR RELOCATE THE MAIN PLUMBING,HEATING AND INTERCOM
LINES.
Architect of Record:
SITE PROTECTION PLAN: SYMBOL LEGEND I SAAC - RA E
LEGRESSATALL TIMES IN THE COURSE OF CONSTRUCTION PROVISION SHALL BE MADE FOR ADEQUATE 430 Main Street
EGRESS AS REQUIRED BY NEW YORK STATE,SOUTHOLD TOWN AND SUFFOLK COUNTY __ 2nd Floor
2ARRE SAFETY.ALL NECESSARY LAWS AND CONTROLS,INCLUDING THOSE WITH RESPECT TO OCCUPIED SrDfpIN�A _
DWELLINGS,AS WELL AS ADDITIONAL SAFETY MEASURES NECESSITATED BY THE CONSTRUCTION SHALL - sraTraaaev O ISE000asortuLEl Greenport NY 11944
BE STRICTLY OBSERVED. Contact:Isaac Clay Coffey R.A.
&HEALTH REQUIREMENTS.SPECIFICATION OF MEANS AND METHODS TO BE USED FOR CONTROL OF NYS LIC#039767
DUST,DISPOSAL OF CONSTRUCTION DEBRIS,PEST CONTROL AND MAINTENANCE OF SANITARY
FACILITIES,AND LIMITATION OF NOISE TO ACCEPTABLE LEVELS SHALL BE INCLUDED. - D'T"c'a`T0P Q-tsEixamcHso♦uaE1 T.347-276-6093 E.clay@isaac-rae.com
3.1.THERE SHALL BE INCLUDED A STATEMENT OF COMPLIANCE WITH APPLICABLE PROVISIONS OF LAW
RELATING TO LEAD AND ASBESTOS,AND SUCH STATEMENT SHALL DESCRIBE WITH PARTICULARITY WHAT Project:
MEANS AND METHODS ARE BEING UNDERTAKEN TO MEET SUCH COMPLIANCE.
4.COMPLIANCE WITH HOUSING STANDARDS.THE REQUIREMENTS OF THE NEW YORK CITY HOUSING
MAINTENANCE CODE,AND,WHERE APPLICABLE,THE NEW YORK STATE MULTIPLE DWELLING LAW SHALL Town Harbor Lane
BE STRICTLY OBSERVED.
&STRUCTURAL SAFETY.NO STRUCTURAL WORK SHALL BE DONE THAT MAY ENDANGER THE SITE OR 2080 Town Harbor Lane
CONTRACTED WORKERS - Dtru aan.'nnmr -��'°ppO1""ra
S.NOISE RESTRICTIONS.WHERE HOURS OF THE DAY OR THE DAYS OF THE WEEK IN WHICH Southold,New York 11971
CONSTRUCTION WORK MAY BE UNDERTAKEN ARE LIMITED MONDAY-FRIDAY 7 AM TO 5PM EXCEPT
FEDERAL HOLIDAYS .no Project No.:
_ 7.MAINTAINING ESSENTIAL SERVICES.WHERE HEAT,HOT WATER,COLD WATER,GAS,ELECTRICITY,OR ILVTLNocsrDx ---------mansem IR-02
OTHER UTILITY SERVICES ARE PROVIDED IN SUCH BUILDING OR IN ANY DWELLING UNIT LOCATED - a�Io'a•I-.
THEREIN,THE SITE ANC CONSTRUCTION PROTECTION PLAN SHALL SPECIFY THE MEANS AND METHODS -me.Ts"�`eaa♦ SeaV Signature:
TO BE USED FOR MAINTAINING SUCH SERVICES DURING SUCH WORK IN ACCORDANCE WITH THE
REQUIREMENTS OF SOUTHOLD TOWN&SUFFOLK COUNTY.IF A DISRUPTION OF ANY SUCH SERVICE IS El- O-
ANTICIPATED DURING THE WORK,THEN SUCH PLAN SHALL SPECIFY THE ANTICIPATED DURATION OF w�uTm u®aTrru..0
SUCH DISRUPTION AND THE MEANS AND METHODS TO BE EMPLOYED TO MINIMIZE SUCH DISRUPTION,
INCLUDING THE PROVISION OF SUFFICIENT ALTERNATIVES FOR SUCH SERVICE DURING SUCH
DISRUPTION.
ABBREVIATIONS
r
AFF ABOVE FINISHED FLOOR CL CLOSET EL ELEVATION B.O. BY OTHERS/OWNER LAM. LANMTE N.I.C. NOT IN CONTRACT RAL RETURN AIR TEL. TELEPHONE NT 3976T O�
AP. ACCESS PANEL COL COLL" EMEA EMERGENCY GIL GLASS LV. LOWVOLTAGE NO. NUMBER REV. REVLff/REVISION T.B.D. TO BE DETERMINED IF Nfi'�{
ACOUS. ACOUSTICAL CONIC CONCRETE EQ. EQUAL GILL GRILLE MAIL MATERIAL D.C. ON CENTER R0. ROUGH OPENING TYP. TYPICAL
ADJ, ADJACENT CONST. CONSTRUCTION EQPT. EQUIPMENT G;FL GROUND FAULT NTER MAIL MA114-fUM OPNG OPENING SSCHEDULEFD, SCHEDULE U.O.N. UNLESS
A/C AIR CONDITIONING CONT. CONTINUOUS EXIST. EJUSTNG GAB GYPSUM WALLBOARD MECH. MEOIAMCAL OPPJOPH OPPOSIIE/OPPOSIIE HAND SECT. SECTION OTHERWISE
AL ALUMINUM DTL DETAIL EXT. EXTERIOR HNDRL HANDRAIL mrL METAL Pro. PANTED SHT. SHEET NOTED
APPROX. APPROXIMATE DIM. DIMENSION FIN FINISH HDWD. HARDWOOD MN. MMMUM PARTN. PARTITION SDI. SIMILAR V.I.F. VERIFY N FIELD
ARCH. ARCHTECIURAL DR. DOOR FN.FL- FINISH FLOOR WAC HEATING,VENT.&A/C XBSC. MISCELLANEOUS PL PLASTER SC SOLID CORE Vr/VCf
BLXG BLDOONG DBL DOUBLE FPRF. FIREPROOF KK HOLLOW METAL mm. MOLDING PLYWDI PLY PLYWOOD SQ.FT. SQUARE FOOT VINYL
C A. CEEN S.C.
G DR. DOWN SEV-aOSNG HORIL HORIZONTAL MTD. MOUNTED POS. POINT OF SERVICE SrAIM&FRS STEEL COMPOSITION TILE Date: Scale:
L WY WTIN pa NOTED
CH CEILING HEIGHT DWG. DRAWING R. FLOOR N. ICES MUL MUCH CITY. QJANTDY STD. STANDARD W/o WITHOUT D..Ig Till
CL CENTERLINE EA. EACH FLUOR. FLUORESCENT NSUL INSULATION NOM. NOMINAL REC. RECESSED STL STEEL WD. WOOD
d CT. CERAMIC TILE ELEC. ELECTRIUELECTRMAL NA. NOT AWUOIBLE REQ'D REQUIRED STOR. STORAGE COVER SHEET
�- FT. F00T/FEEr J.B. JUNCTION BOX
0
io
v
v
N r Drawing No.:
0
UG
N
T-000
NOTES
GENERAL NOTES :
PI Aid r QKITFNITQ-
NAILING SCHEDULE OCCUPANCYCLASSIFICATION R-3 RESIDENTIAL DRAWING ISSUE
CONSTRUCTION NOTES: WIND FRAMING NOTES 1OOF FRAMING' SINGLE FAMILY RESIDENTIAL DWELLING NO. DATE ISSUED FOR
1).The information within this set of construction documents is related to basic design 1).RIDGE-TO-RAFTER ASSEMBLY: NAR NAIL BUILDING USE 1 d,vzoza TRUSTEES FILING
' intent and framing details.They are intended as a construction aid,not a substitute 1-114°x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES (SEE ELEVATIONS)oTY. spgclNc BUILDING HEIGHT 2
for generally accepted good building practice and compliance with current New York When a collar tie is used in Ieu of a ridge strap,the number of 10d common nails required RAFTER TO e'WALL:38d COMMON EACH TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) G
State building codes.The General Contractor is responsible for providing standard in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. TOP PUTS 8 wqu:bad COMMON RAFTER TOENAIL THE 2020 INTERNATIONAL RESIDENTIAL CODE w/2020 NEW YORK STATE 4
construction details and procedures to ensure a professionally finished,structurally 6
sound and a weatherproof completed product. 2).RAFTER-TO-WALL ASSEMBLY: CEIUNGJOIST e'WALL:3 Ed COMMON EACH TOE NAIL DESIGN CRITERIA SUPPLEMENT: 6
Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE to'WALL'4 ad COMMON JOIST
2).The General Contractor is responsible for ensuring that all work and construction accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters CEILING JOIST TO AS PER TABLE 3.7- EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES
meets current federal,slate,county and local codes,ordinances and regulations,etc. or trusses shall be attached to the wall top plate and the wall top plate shall be attached to PARALLEL RAFTER WFCM-SBC LAP NAIL (LIVE LOADS PSF) (DEAD LOADS PSF B
These codes are to be considered as part of the specifications for this building and the to the wall stud with uplift connections.Roofs overhanging the rake side of the building s
should be adhered to even if in variance with the plan. shall be connected with uplift connections in accordance with table 3.3c. CEILING OVER JOIST UPs AS PER TABLE 3.7 EACH FACE BALCONIES 50 10 10
OVER PARTITION WFCM.SBC LAP NAIL DECKS 40 10 31
3).Dimensions shall take Precedent over scaled drawings. 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS w/o STORAGE 20 5 12
(DO NOT SCALE DRAWINGS). Wall studs above and studs below a floor level shall be attached With uplift connections in TO RAFTER WFCM-sec END NAIL ATTICS wl STORAGE 20 10
accordance with table 3.3b.When wall studs above do not fall in line With studs below,the BLOCKING EACH TOE DESIGN LOAD CALCULATIONS
z
4).The architect has not been engaged for construction supervision and assumes no studs shall be attached to a common member in the floor assembly with uplift connectors in TO RAFTER -Ed COMMON END NAIL ROOF (GROUND SNOW LOAD 20 15 Revisions
responsibility for construction coordinating with these plans,nor responsibility for accordance with table 3.3. RIM BOARD ROOMS(OTHER THAN SLEEPING) 40 10
EACH END
Rev;s;on
construction means,methods,techniques,sequences,or procedures,or for safety z-led COMMON ROOMS(SLEEPING) 30 10 Number .-Sion Description Revision Dale
precautions and programs in connection with the work.There are no warranties for a 4).WALL ASSEMBLY TO FOUNDATION: ro RAFTER END NAIL
specific use expressed or implied in the use of these plans. First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift STAIRS 700 10
connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING GAURDRAILS(ANY-DIRECTION) 200
5).Refer to the Window and Door schedule for exterior openings. foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under JOINT DESCRIPTION NAIL NAIL SPACING NOTES EXPOSURE CATAGORY (DESIGNED FOR CAT.Q
the plate and nailed in accordance With table 3.3b.When steel straps are lapped under the
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets bottom plate,3 inch square washes shall be used With the anchor bolts.Anchor bolt TOP PLATE TO PER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
or exceeds manufacture's specifications and applicable codes. spacing Is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE 2-t6d COMMON FOOT SEE NOTE:1 ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
anchor bolls are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATES AT JOINTS FACE NAILING SCHEDULE SEE GENERAL NOTE PAGE
7).The General Contractor is to consult with the owner for all built-in items 4.16d COMMON
I INTERSECTIONS EA.SIDE NAIL
such as bookcases,shelving,pantry,closets,trims,etc. T TYPE I EXTERIOR SHEARWALL CONNECTIONS: EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior sruo To zb• FACE m;
2-led COMMON Y
d with 8d common nails e net edges and 12"D.C.in the field and sruo O.C. NAIL FIRE PROTECTION
8).130 MPH Wind load requirements shall betaken into account Burin construction. attache t c o a s at 6"D.C.D.c.at t pa g ,
q 9 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"D.C.at panel SMOKE&CO2 DETECTORS SEE FLOOR PLANS THIS APPLICATION A APPROVEDAPPLICATION
ONLY FOR WORK
- 9Y P HEADER TO 16'O.0 FACE INDICATED ON THE APPLICATION SPECIFICATION SHEEr,ALL
FOUNDATION NOTES: edges an 10"D.C.in the field shall be in accordance with the length requirements specified 6tl COMMON TRUSS DESIGN N A-STANDARD STICK FRAME CONSTRUCTION MATrERS 9 9 q P HEADER ALONG EDGES NAIL TOOTHERCONSIDERED AS SHOWN ARE NOT TO BE RELIED UPON,OR
R
In table 3.15a-b. TO BE CONSIDERED AS EITHER BEING APPROVED OR IN
1.The General Contractor and Mason to review tans,elevations,details and notes to TOP OR BOTTOM 2-16tl COMMON PER z.b sruo END ENERGY CALCULATIONS RESCHECK
- ) p ACCORDANCE WITH APPLICABLE CODES.
determine intended heights of finished floor(s)above typical grade. 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: PUTE TO STUD 3-I6d COMMON PER 2r6 STUD NAIL
Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO. CLIMATIC Is GEOGRAPHIC DESIGN CRITERIA
2).All footings to rest on undisturbed(virgin)soil. PER FACE NAIL
length adjustment factors In table 3.16. FLOOR JOIST,BAND JOIST, 2-16d COMMON FOOT SEE NOTE:1.2 GROUN WIND SEISMIC FROSTWINTE ICESHIELD
3).Provide 1/2"expansion joint material between concrete slabs and abutting END JOIST OR BLOCKING SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGNUNDERLAYMEN FLOOD
HAZARDS
concrete or masonry walls occuring in exterior or unheated interior areas. 7).INTERIOR SHEARWALL CONNECTIONS: LOAD (MPH) CATEGOR DEPTH TEMP. REQUIRED consultants:
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when FLOOR FRAMING Surveyor:
4).Any new concrete walls being attached to existing concrete structure shall interior shearwalls are used.Sheathing and connections shall be in accordance with NAIL NAIL MODERAT SLIGHT TO Nathan Taft Corwin III
2.4.4.2 and 2.2.4 respectively. NOTES 20 LBS. 130 B SEVERE 3 FT. 11 YES NONE
_ be installed with#5 re-bar,18"long at 12"D.C..Use approved epoxy for installation. P Y• JOINT DESCRIPTION OTY. SPACING TO HEAVYMODERAT
55 JOISTTO PER TOE Land Surveyor
5).Unless otherwise noted,all slabs on grade to wire
a me h rein Concrete er be 8j3'C'ONNECTIONS AROUND EXTERIOR WALL OPENINGS: s ad COMMON P.O.Box 16
poured on 4 inch thick sand or ravel fill with 6x6 w re mesh reinforcing.Interior slabs SILL. PLATE OR GIRDER J015T NAIL
P 9 9- Header and/or girder connections shall be attached w th uplift connections in accordance NOTE: Jamesport,New York 11947
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with with table 3.5.Window sill totes shall be have steel connectors in accordance with table BRIDGING EACH TOE
6"maximum lifts(layers). p TO JOIST z-eacoMMON END NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS.MINIMUM 3000#CAPACITY
6).Crawls aces to be provided With a minimum 1 BN24"access opening.Install one 9.CATHEDRAL CEILING ASSEMBLY: BLOCKING EACH TOE
P P2-6d COMMON
8x16 cast iron foundation vent for every 150 sq.ft.of area. Where a ridge is to be used as a structural beam,the rafters shall either be notched and TO JOIST END NAIL
anchored on top of the beam Or slope connectors shall be attached to each rafter-to-ridge BLOCKING TO. EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
7).Dam roof exterior of foundation with bituminous coating as required b current along the open ceiling 3-led COMMON NAIL SPACING NAIL SPACING AT INTERMEDIA E NOTES
) PP 9 q Y g p g part it the building.Connections to the ridge and wall shall be be SILL OR TOP PLATE BLOCK NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIE D
N.Y.S.Residential Construction Cade.A prior
mil polyethylene film shall be applied over attached with the above requirements. LEDGER STRIP EACH FACE
the below grade portion of exterior walls prior to backfilling.
INSULATION TO BEAM 3-16d COMMON JOIST NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"0. Bd COMMON @ 6"O.C. SEE NOTES 1.3
-
8).Drainage as required by current N.Y.S.Residential Construction Code. JOIST ON LEDGER PER TOE INTERIOR ZONE 8d COMMON @ 6"0. 8d COMMON @ 12"O.C. SEENDTES t(BOTHFIEt)SI
1. INSULATION TO MEET OR EXCEED NYS ECCC 2016 ENERGY CODE TO BEAM 3-W COMMON JOIST NAIL NOTE.2-PANEL FlELD
FRAMING NOTES 2. INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED IN HER'S RATING BAND JOIST PER END GABLE ENDWALL RAKE AND RAKE TRU tad COMMON @ 4"0. . 8d COMMON @ 4"O.C. SEE NOTES 1.3
3. VAULTED CEILINGS INSULATED TO R45 OR GREATER TOJOIST 3-1Ed COMMON JOIST NAIL
4. ABOVE GRADE WALLS TO BE INSULATED TO R-32 OR GREATER BAND JOIST TO, PER TOE NAIL NOTFS
1.ALL FRAMING TECHNIQUES SHALL MEET THE REQUIREMENTS OF THE 2015 5. FOUNDATION WASLLS TO BE INSULATED TO R-10 OR GREATER SILL OR Top PLATE 2-IW COMMON FOOT SEE NOTE:t
INTERNATIONALRESIDENTIAL BUILDING CODE AND NEW YORK DEPARTMENT OF STATE 6. FRAMED FLOORS TO BE INSULATED TO R-32 OR GREATER THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
2017 UNIFORM CODE SUPPLEMENT. 7. SLABS ON GRADE TO BE INUSLATED TO R-10 UNDER SLAB. ROOF SHEATHING:
2.STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO.2,OR BETTER, NAIL 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,
UNLESS OTHERWISE NOTED ON THE PLANS JOINT DESCRIPTION a
_ 3.FLOORS,WALLS,CEILINGS AND RAFTERS TO BE SPACED AT 16 INCHES O.C.UNLESS RECOMENED INSULATION AS FOLLOWS CITY. SPACING the 4 f00I perimeter edge zone attachments required shall be used. Architect of Record:
NOTED AS PER TABLE 36
STRUCTURAL PANEL ,la 2).Tabulated 12 inch D.C.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49.
a.UNLESS OTHERWISE WALL HEADERS TO BEARING WA)JACK STUDS AN E 2)FULL LEND TR. VAULTED CEILINGS:4"SPRAYED CLOSED CELL CONTINUOUS INSULATION R6.5 WFCM.SBc I SAAC - RA E
DOUG.FIR.BEARING WALL HEADERS TO HAVE(2)JACK STUDS AND(2)FULL LENGTH For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches D.C.
STUDS ON EACH SIDE OF ALL OPENINGS.LVL HEADERS TO HAVE(3)JACK STUDS AND(2) per inch.WITH ROCKWOOL R235-1/2"for total of R49 430 Main Street
FULL LENGTH STUDS ON EACH SIDE OF OPENINGS.BEARING WALL WINDOW SILLS SHALL WALLS:3"SPRAED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH. CEILING SHEATHING 3).Tabulated 4 inch D.C.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.Far
ALSO HAVE(2)WINDOW SILL PLATES FOR 2X4 WALL OPENINGS BETWEEN 4.1 AND 6.0 NAIL NAIL ) p g 9 9 2nd Floor
WITH ROCKWOOL R75 3-1/2"FOR TOTAL OF R34.5 DINT DESCRIPTION framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches D.C. Green port NY 11944
AND 2X6 WALL OPENINGS BETWEEN 5'11 AND e'9.PROVIDE FIRE AND BLOCKING WHERE ON. SPACING P
APPLICABLE. FLOORS: 3"SPRAED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH. Contact:Isaac Clay Coffey R.A.
5.ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVINIZED HANGERS WITH ROCKWOOL R75 3-1/2"FOR TOTAL OF R34.5 GvpsuM 7.O.C.EDGE
AND ANCHORS WHERE APPLICABLE TO ALL CONNECTING JOISTS. WALLBOARD Se COOLERS to'O.C.FIELD NYS LIC#039767
6.DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR JOIST SLABS 3"EXPANED POLYSTYRENE INSULATION FOR R12 WALL SHEATHING REQUIREMENTS FOR WIND LOADS: T.347-276-6093 E.clay@isaac-rae.com
AND UNDER BATHTUBS.FLOORSTO HAVE CERAMICTILE INSTALLED SHALL BE VERIFIED WALL SHEATHING NAIL SPACING NAIL SPACING AT INTERMEDIATE
FOR PROPER LOAD CAPACITY UNLESS NOTED ON PLANS. PLUMBING NOTES NAIL NAIL SHEATHING LOCATIO AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES ProjeDi:
7.7).PROVIDE 2-1-3/4"THICK MICROLAMS(HEIGHT TO MATCH FLOOR JOISTS)AROUND 1• All water supply,ly,drains a and venting to be installed as per N.Y.S.Residential JOINT DESCRIPTION
STAIRWELL AND/OR OTHER ACCESS OPENINGS UNLESS OTHERWISE NOTED(TYPICAL). pP g 9 p OTY. SPACING SEE NOTES:1,3(BOTH FIELDS)
8.PROVIDE BLOCKINGBRIDGING IN FLOOR JOISTS AT 8*0 D.C..USE SOLID BLOCKING IN Construction Cade,and shall meet Suffolk County Health Department requirements STRUOruRAL [7-
PER TABLE3 a 4'EDGE ZONE Ed COMMON @ 6°O. 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD Town Harbor Lane
FLOOR JOISTS UNDER ALL BEARING WALLS. as Staled OD septic permit rrwe, UCOMMON WFCM-sec
9.PROVIDE INSULATION BAFFLES AT FAVE VENTS BETWEEN RAFTERS.INSTALL DRAFT 2. Verify septic system with the Engineer far Suffolk County Health Department INTERIOR ZONE 8d COMMON @ 6"0.(. Ed COMMON @ 12"O.C. SEE NOTE:3 2080 Town Harbor Lane
BLOCKING AS NEEDED. 7J16'OSB T O.C.EDGE
_ 10.UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM 1/2-THICK,4- approval. PLYWOOD W COMMON 6'O.G FIELD NnTFS Southold,New York 11971
PLY FIR Cox EXTERIOR SHEATHING GRADE PLYWOOD.PLYWOOD TO COVER OVER 3. 3).If wall studs,plates or joists are cut out during installation for any plumbing related
PLATES AND HEADERS. WOrk,provide adequate bracing and plates to protect and secure the structure.Verify GYPSUM COOLERS O C.EDGE 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment ProjeDl No.:
11.UNLESS OTHERWISE NOTED USE 3/4'THICK T8G PTS FIR OR ADVANTECH PLYWOOD WALLBOARD 0•O.C.FIELD IR-OZ
SU13FLOOR ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR JOISTS.FINISHED with the state code and manufacture's recommendation for maximum hole size and requirements shall be used.
FLOOR TO BE INSTALLED OVER SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS. spacing permitted 2).Tabulated 12 inch D.C.nail spacing assumes sheathing attached to stud framing Seal/Signature:
nature:
12.ALL BATHROOM WALLS TO HAVE 6l8'THICK MOISTURE-RESISTANT SHEETROCK. FLOOR BREATHING wvt NAIL members With G>0.49.For framing members With 0.42<G<,the nail spacings shall be 9
13.ALL 1 HR FIRE RATED ASSEMBLYS TO HAVE ONE LAYER OF 518'TYPE X SHEET ROCK HVAC SYSTEM NOTES JOINT DESCRIPTION reduced to 6 inches D.C.
AND TO MEET ANSVUL 263 AND DESIGN NO.U349 1).Mechanical subcontractor is responsible for adhearin to all applicable codes and safe ON. SPACING
P 9 PP safety 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for
14.ALL ROOFS AND SHEATHING TO BE INSTALLED WITH ICE AND WATER SHIELD,HENRY STRUCTURAL PANELS '1'D.C.EDGE
_ BLUE SKIN OR APPROVED EQUAL. requirements.Manual J D S Guide lines to be follow.ALL DUCTS TO BE SEALED AND 6d COMMON common nails.
15.ALL FLAT ROOFS TO BE APPLIED WITH AN EPOM 6MILL MATERIALS INSULATED Blower Door Test t0 be performed as required 1.OR LESS 12•D.C.FIELD
16.ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. P q 4).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
SILL PLATES TO BE INSTALLED WITH FOAM SILL GASKETS AND COP-R-TEXTERMITE 2).HVAC subcontractor is to fully coordinate all system data and requirements with the "oTBs 5).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. FtEDAR
SHIELD OR APPROVED EQUAL. manufacturer. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN 5�E Cyi
3).HVAC subcontractor to provide final system layout drawing and submit it to the General SCHEDULE NOTES ONLY. 6).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. �(� o o Y Do 0
Contractor and owner for final review and approval. FIREBLOCKING NOTES m`a
1).NaAingreguiremenls are based an wdli sheathing nailed Von Itea1the panel edge.Ifwallsheathingis
ELECTRICAL NOTES: -led3•on<DoteratthepaneledgeSoobtainhIghershe,capeuueS.na6ngraoeionud,lo,aL,D-al As required by current IBC 2020&2020 NYS Residential Code-FIREBLOCKINGREQUIRED .>c
mono,ers shot bedoDeled,oraternateDeMeaan;.eI.doShon,Plates.Shall be used tomandaln load Path. Fireblockin shall be provided to cut off all Concealeddraftopenings both vertical and horizontal and to form an effective �r 'I �
ALL ELECTRICAL TO BE INSTALLED AS PER IBC 2015 NYD RES.CON.CODE 9 P ( ) asTs o
ALL ELECTRICAL WORK SHALL BE APPROVED BY A QUALIFIED UNDERWRITER. z).When+wlah,awre'Soonunum,me,connected oemba,,thelawlaledn-oderof note at bepamdei fi-e barrier between stories,and between a top story and the roof space. TFOFN�t1y
1. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOU A to ad""o a to,-16d I.d per foot Flreblocking shall be provided in wood-frame construction in the following locations
REQUIRED BY IBC 2015 N.Y.S.RESIDENTIAL CONSTRUCTION CODE. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor levels.Concealed
_ I. ALL LIGHT FIXTURES TO BE LED OR COMPACK FLUORECENT UNLESS OTHER WISE horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 feel.Batts or blankets of mineral or glass
NOTED fiber shall be allowed as fireblocking in walls constructed using parallel rows of studs or staggered studs.
5. ALL APPLIANCES TO BE ENERGY STAR QUALIFIED 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and Date: Scale:
�- ALL PLUMBING FIXTURES TO BE WATER SENSE RATED cove ceilings. ASNOTeo
3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces under stairs shall Drawing Tire:
a comply with current N.Y.S.Residential Code. GENERAL NOTES
- 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of flame and products of
66 combustion.
n -
5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Cade.
N � Drawing No.:
Co
Go T-002
NOTES
GENERAL NOTES 2020 NYS RESIDENTIAL CODE AND 2020 NYS ENERGY CODE J.CONSTRUCTION SAFETY F.STRUCTURAL STEEL
1.THESE DRAWINGS DO NOT CONTAIN NECESSARY COMPONENTS FOR SAFETY DURING CONSTRUCTION. DRAWING ISSUE
2.THE INSTALLER SHALL PROVIDE ADEQUATE TEMPORARY BRACING,SHORING&GUYING OF FRAMING AGAINST WIND, 1.ALL STRUCTURAL STEEL CONFORMS TO ASTM A992 Fy=50 KSL
A.DESIGN LIVE LOADS CONSTRUCTION LOADS&OTHER TEMPORARY FORCES UNTIL NO LONGER REQUIRED FOR THE SUPPORT OF THE 2.STRUCTURAL STEEL TUBE SHALL CONFORM TO ASTM A500 GR B(Fy=46 KSI) No. DATE ISSUED FOR
• STRUCTURAL MEMBERS HAVE BEEN DESIGNED FOR FULL DEAD LOADS AND THE FOLLOWING FRAMING. 3.STEEL WORK SHALL CONFORM TO"SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS- i r>-I-- TRUSTEES FILING
LIVE LOADS IN ACCORDANCE WITH THE 2020 NYS REDENIAL CODE AND 2020 NYS ENERGY CODE: ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN",OF THE AMERICAN INSTITUTE OF STEEL 2
K.COORDINATION CONSTRUCTION,INC.LATEST EDITION,INCLUDING ALL SUPPLEMENTS AND THE"CODE OF 3
4
1.BUILDING CATEGORY: 11 STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES"LATEST EDITION.
5
2.IMPORTANCE FACTOR: WIND(LW)=1.0 1.THE CONTRACTOR SHALL VERIFY CONDITIONS IN THE FIELD AND IMMEDIATELY NOTIFY THE ENGINEER OF ANY 4.CONNECTION BOLTS SHALL BE 3 4"DIAMETER CONFORMING TO ASTM A325,TYPE X.INSTALL EACH S
SNOW(LS)=1.0 CONDITION NOT AS ASSUMED.HE SHALL TAKE FIELD MEASUREMENTS AND BE RESPONSIBLE FOR THE SAME. BOLT WITH A HARDENED WASHER UNDER THE NUT OR HEAD,WHICHEVER IS TURNED FOR 7
SEISMIC(LE)=1.0 TIGHTENING.ALL CONNECTION BOLTS ARE REQUIRED TO BE"SNUG TIGHT'ONLY UNLESS 8
3.GROUND SNOW LOAD: 20 PSF M.MISCELLANEOUS OTHERWISE NOTED. 9
4.ROOF LIVE LOAD: 20 PSF 5.OVERSIZE HOLES AND SLOTTED HOLES SHALL NOT BE USED FOR BOLTED CONNECTIONS ON THIS PROJECT EXCEPT AT LOCATIONS NOTED ON THE DRAWINGS. 11
iD
5.WIND LOAD: 130 MPH BASIC WIND SPEED 1.ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE 2020 NYS REDENIAL CODE AND 2020 NYS ENERGY CODE ip
WIND EXPOSURE:B 2.NO NOTE OR LACK THERE OF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM EXECUTING ALL THE 6.ALL WELDS SHALL BE E70XX AND ALL WELDING SHALL BE BY WELDERS AND WELDING OPERATORS
VELOCITY PRESSURE EXPOSURE COEFFICIENT,KZ 0.85 WORK IN ACCORDANCE WITH THE BUILDING CODE OF STATE OF NEW YORK,THE RESIDENTIAL CODE OF STATE OF WHO HAVE BEEN PREVIOUSLY QUALIFIED BY TESTS AS PRESCRIBED BY THE"STRUCTURAL WELDING Revisions
DIRECTIONALITY FACTOR,KD:0.85 NEW YORK AND ALL LOCAL REGULATIONS HAVING JURISDICTION. CODE"AWS DIA OF THE AMERICAN WELDING SOCIETY TO PERFORM THE TYPES OF WELDS
GUST EFFECT FACTOR,G:0.85 3.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ACTS OF OMISSION OF THE CONTRACTOR OR ANY SUBCONTRACTOR REQUIRED ON THIS PROJECT. Number Revision Descdpdon Revision Date
INTERNAL PRESSURE COEFFICIENT,GCPI:±0.18 OR AGENTS OR ANY OTHER PERSONS PERFORMING THE WORK. 7.ANCHOR BOLT LENGTHS SHOWN ON THE DRAWINGS SHALL INCLUDE HOOKS OF NOT LESS THAN 3
SPECIAL WIND REGION:YES 4.THE ENGINEER IS NOT RESPONSIBLE FOR OBTAINING ANY BUILDING PERMITS AND/OR VARIANCE APPROVAL. INCHES IN LENGTH LION ON THE DRAWINGS.PROVIDE ONE NUT AND ONE WASHER WITH EACH
6.SEISMIC: SEISMIC DESIGN CATEGORY:B ANCHOR BOLT UNLESS OTHERWISE NOTED.COLUMNS TO BE ERECTED AND LEVELED WITH
SDs=0.148 GENERAL NOTES: LEVELING SHIMS,LEVELING NUTS ARE PROHIBITED.
SDI=0.085 1.THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING,AND MAKE SAFE ALL FLOORS,ROOFS, 8.ALL STRUCTURAL STEEL SHALL BE GIVEN ONE SHOP COAT OF PAINT OF NOT LESS THAN 2.0 MILS
_ B.FOUNDATIONS WALLS,AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. DRY FILM THICKNESS CONFORMING TO STEEL STRUCTURAL PAINTING COUNCIL SSPC PAINT 2,13
1.MAXIMUM PRESUMPTIVE ALLOWABLE SOIL BEARING PRESSURE FOR NEW FOOTINGS=2,000 PSF. 2.DIMENSIONS AND DETAILS OF EXISTING CONSTRUCTION GIVEN IN STRUCTURAL DRAWINGS ARE APPROXIMATE AND OR 14.CLEAN(WIRE BRUSH)AND SPOT PAINT ALL FIELD WELDS,FIELD CUT EDGES AND SERIOUS
2.FOOTING EXCAVATIONS AND FORMS SHALL BE REVIEWED BY LOCAL BUILDING OFFICIAL ARE BASED ON LIMITED INFORMATION.THE CONTRACTOR SHALL VERIFY ALL INFORMATION PERTAINING TO ABRASIONS TO THE SHOP COAT WITH PRIMER PAINT.
PRIOR TO PLACING CONCRETE. EXISTING CONDITIONS BY ACTUAL MEASUREMENT AND OBSERVATIONS AT THE SITE.ALL DISCREPANCIES BETWEEN 9.BEAMS AND LINTELS SHALL BEAR 8 INCHES MINIMUM ON MASONRY UNLESS OTHERWISE NOTED.
3.BOTTOM OF FOOTINGS SHALL BE LOWERED WHEN DIRECTED BY THE BUILDING OFFICIAL ACTUAL CONDITIONS AND THOSE SHOWN ON THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT THIS APPLICATION IS APPROVED ONLY FOR WORN
TO REACH FIRM,UNDISTURBED SOIL FOR EVALUATION PRIOR TO START OF FABRICATION. G.STRUCTURAL LUMBER INDICATED ONTHEAPPLICATION SPECIFICATION SHEET.ALL
4.SEE ARCHITECTURAL DRAWINGS(FLOOR PLANS AND SECTIONS)FOR LOCATION OF PARTITION 3.ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL,MECHANICAL,ELECTRICAL,AND PLUMBING, OTHER MATTERS SHOWN ARE NOTTO BE REDEU UPON,OR
_ FOOTINGS AND THICKENED OR DEPRESSED SLABS NOT DIMENSIONS ON THE ETC.REQUIREMENTS,DISCREPANCIES,AND/OR SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY. 1.STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO.2,OR BETTER,UNLESS TO BE CONSIDERED AS EITHER BEING APPROVED OR IN
STRUCTURAL DRAWINGS. 4.THE CONTRACTOR SHALL COORDINATE WITH ALL RELATED TRADES FOR DETAILING,FABRICATION,AND ERECTION OTHERWISE NOTED ON THE PLANS WITH THE FOLLOWING MINIMUM PROPERTIES: ACCORDANCE WITH APPLICABLE CODES.
5.ALL FILL INSIDE BUILDING SHALL BE SELECTED MATERIAL FREE FROM ROOTS,TRASH, PRIOR TO SUBMITTING SHOP DRAWINGS FOR APPROVAL. a.Fb=850 PSI
WOOD SCRAPS AND OTHER EXTRANEOUS MATERIALS.PLACE FILL IN LIFTS NOT 5.OPENINGS SHALL NOT BE MADE IN ANY STRUCTURAL MEMBER UNLESS SPECIFICALLY SHOWN ON THE STRUCTURAL b.Fc(PERPENDICULAR)=625 PSI
EXCEEDING 8 INCHES AND COMPACT EACH LIFT TO 98%DENSITY AT OPTIMUM MOISTURE DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER. c.Fv=95 PSI
- CONTENT AS MEASURED BY ASTM D698 AND 95%AS MEASURE BY ASTM D-1157.
d.E=1,600,000 PSI consultants:
6.FOOTING ELEVATIONS SHALL NOT BE RAISED OR LOWERED WITHOUT APPROVAL OF THE ENGINEER. GENERAL CONDITIONS: 2.ALL PRESSURE TREATED LUMBER SHALL BE No.2 SOUTHERN YELLOW PINE,OR BETTER,WITH Surveyor:
_ 7.FOUNDATION SUBGRADE PREPARATION SHALL BE IN ACCORDANCE TO GEOTECHNICAL ACQ(ALKALINE COPPER QUATERNARY)TREATMENT. Nathan Taft Corwin III
ENGINEERING REPORT. 1.ALL CONTRACTORS AND SUBCONTRACTORS ARE RESPONSIBLE FOR ADHERING TO THE REQUIREMENTS AS SPELLED 3.PROVIDE WASHERS BETWEEN ALL THE BOLT HEADS AND WOOD AND BETWEEN ALL NUTS AND WOOD. Land Surveyor
8.CHANGES IN LEVEL FOOTINGS MUST BE KEPT WITHIN THE SAFE ANGLE OF REPOSE OF THE OUT IN THESE NOTES.ALL PARTIES MUST CAREFULLY STUDY ALL NOTES FOR ITEMS WHICH MAY PERTAIN TO THEIR 4.LAG BOLTS AND SCREWS SHALL BE PROVIDED WITH LEAD HOLES HAVING A DIAMETER NOT P.O.Box 16
SOIL(ONE VERTICAL TO TWO HORIZONTAL) TRADES.FAILURE TO READ THESE NOTES DOES NOT PERMIT THE CONTRACTOR TO DEVIATE FROM THEIR GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW.AL;LAG BOLTS Jamesport,New York 11947
9.DO NOT BACKFILL BASEMENT OR RETAINING WALLS WITHOUT AUTHORIZATION OF REQUIREMENTS.QUESTIONS WILL BE CHEERFULLY ANSWERED BY THE ENGINEER. AND SCREWS SHALL BE INSERTED IN LEAD HOLES BY TURNING AND UNDER NO CIRCUMSTANCES
ENGINEER.FLOOR SLABS PROVIDING SUPPORT FOR SUCH WALLS MUST BE IN PLACE 2.ALL CONTRACTORS MUST VISIT SITE AND NOTE ALL EXISTING CONDITIONS AS WELL WAS ALL CONDITIONS TO BE MET BY DRIVING WITH A HAMMER.
PRIOR TO BACKFILLING OR DIAGONAL BRACING MUST BE PROVIDED TO HOLD THE FULL BEFORE SUBMITTING BID.LACK OF THOROUGH UNDERSTANDING OF THE PROJECT REQUIREMENTS SHALL NOT 5.THROUGH BOLTS SHALL BE PROVIDED WITH BOLT HOLES WHICH ARE 132 TO 116 INCH LARGER
_ FORCE OF THE BACKFLLL UNTIL THE FLOOR SLABS HAVE ATTAINED FULL STRENGTH. CONSTITUTE AN EXCUSE FOR ERRORS OR OMISSIONS NOR JUSTIFY A REQUEST FOR EXTRA COMPENSATION. THAN THE BOLTS.
10.CONTRACTOR MUST ADEQUATELY PROTECT WALLS,PIERS,ETC.FROM DAMAGE DUE TO BACKFILLING. 3.GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND CHECK ALL MEASUREMENTS ON JOB AND SHALL BE 6.STEEL FOR ALL ACCESSORIES SHALL CONFORM TO ASTM A36.
11.CONTRACTOR MUST PREVENT THE FOUNDATIONS FROM BEING PUT IN JEOPARDY FROM RESPONSIBLE FOR SAME. 7.PLYWOOD SHALL BE C-C EXTERIOR,DFPA GRADE MARKED OR EQUIVALENT,OF THE THICKNESS
THE EXCAVATIONS FOR UTILITIES,ETC. 4.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT BUILDING CODE OF ALL GOVERNING AUTHORITIES. SHOWN ON THE DRAWINGS.
12.WHERE PIPES PASS THROUGH NEW WALLS,DROP FOOTINGS SO THAT PIPES PASS OVER 5.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS,ARCHITECTURAL AND MECHANICAL 8.PROVIDE OTHER MANUFACTURED ACCESSORIES AS REQUIRED AND AS SPECIFIED.
THE TOP OF THE FOOTINGS. DRAWINGS. 9.ALL FABRICATED STEEL ASSEMBLIES EXPOSED TO WEATHER AND ALL STEEL FASTENERS
13.DEWATERING PROCEDURES,IF REQUIRED,SHALL NOT DISTURB THE SOIL STRUCTURE. 6.ALL OPENINGS IN WALLS,FLOORS,ROOF,ETC.TO BE LOCATED AND SIZED AS PER MECHANICAL AND ARCHITECTURAL INCLUDING BUT NOT LIMITED TO NAILS,ANCHOR BOLTS,CONNECTION BOLTS,NUTS,WASHERS,
14.THE CONTRACTOR SHALL EMPLOY ALL MEANS NECESSARY TO ENSURE THAT THE REQUIREMENTS EVEN IF NOT SHOWN AS SUCH ON STRUCTURAL AND ARCHITECTURAL DRAWINGS. LAG BOLTS OR SCREWS SHALL BE GALVANIZED IN ACCORDANCE WITH THE ASTM STANDARD FOR
STRUCTURAL INTEGRITY OF ANY AND ALL ADJACENT STRUCTURES WILL NOT BE 7.ALL WALLS SHALL BE ADEQUATELY BRACED UNTIL THE ENTIRE STRUCTURAL FRAME HAS BEEN INSTALLED AND IS THAT ACCESSORY,ASTM A213,A153 OR OTHER.
COMPROMISED. STRUCTURALLY SOUND. 10.FABRICATED ITEMS INDICATED ON THE PLANS ARE DESIGNATED AS PRODUCTS PRODUCED BY
8.ALL SPECIALTY ANCHORS AND FASTENERS ARE TO BE MANUFACTURED BY HILT CORPORATION OR APPROVED EQUAL THE SIMPSON STRONG TIE COMPANY.PROVIDE ITEMS NOTED OR EQUIVALENT PRODUCTS.
C.CONCRETE AND ARE TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS,INCLUDING TORQUE,EMBEDMENT,LENGTH,ETC. 11.ALL LAMINATED VENEER LUMBER(LVL)SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:
1.ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS: 9.ALL CONTRACTORS AND SUBCONTRACTORS ON THIS PROJECT SHALL BE RESPONSIBLE FOR THE PROPER a.Fb=2,600 PSI Architect of Record:
a.FLOOR_ SLABS. E. AND SECURITY ON THE It.Fv=285 PSI
b.ALL OTHER JOB WORK 3,000 PSI B SITE.ASES AND IT AGENTS ANDANCE OF THEIR WORK. OEMPLLO EMPLOYEES I ARE RESPONSIBLE OR LIABLETH OTHER TRADES TH SAFETY L ABOVE AND SHALL BE HELD C.Fc(PERPENDICULAR)=750 PSI I SAAC - RA E
2.ALL CONCRETE WORK SHALL CONFORM TO ACI 318 AND ACI 301. HARMLESS AND INDEMNIFIED BY ALL CONTRACTORS AND SUBCONTRACTORS FROM ANY AND ALL CLAIMS,LOSSES, d.E=1,900,000 PS 430 Main Street
3.CONCRETE FLOOR SLAB CONSTRUCTION SHALL CONFORM TO AC1302JR.FLOOR SLABS SUITS,AND LEGAL ACTION WHATSOEVER ARISING FROM THE PERFORMANCE OF WORK ON THIS PROJECT. 2nd Floor
SHALL BE CLASS 2. 10.ACCEPTANCE OF DEVIATIONS FROM ANY OF THE REQUIREMENTS OF THESE NOTES SHALL BE AT THE SOLE Greenport NY 11944
4.PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLABS AT LOCATIONS SHOWN ON DISCRETION OF THE CONTRACTOR.ACCEPTANCE OF A DEVIATION FROM ANY REQUIREMENT SHALL NOT BE Contact:Isaac Clay Coffey R.A.
DRAWINGS,AT OFFSETS AND CHANGES IN DIRECTION AND AT 30 FEE MAXIMUM. CONSTRUED AS PERMITTING ANY OTHER DEVIATION. NYS LIC#039767
5.CONCRETE SHALL BE CURED A MINIMUM OF 7 DAYS BY ONE OR MORE METHODS T.347-276-6093 E.clay@isaac-rae.com
SPECIFIED IN CHAPTER 12 OF ACI 301. H.ABBREVIATIONS /��� Protect:
6.SEE ARCHITECTURAL FINISH SCHEDULE FOR REQUIRED FLOOR FINISHES. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON �r----------- ___________--
7.PLACE 1/2"EXPANSION JOINT MATERIAL BETWEEN EDGES OF SLABS AND VERTICAL I I I I fi Town Harbor Lane
SURFACES UNLESS OTHERWISE NOTED. THESE DRAWINGS,BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS USED: III qI III III
D.REINFORCING STEEL A.F.F.-ABOVE FINISHED FLOOR F.D.-F OOR DRAIN S.S.SEXT.-EXTERIOR EC STAINLESS SS STEONS r = _ _EL ____________ _-I=== 2080 Town Harbor Lane
1I1 ,h 11 Southold,New York 11971
1.BARS SHALL BE ROLLED FROM NEW BILLET-STEEL CONFORMING TO ASTM A615,GRADE 60. ALUM.-ALUMINUM FT,-FEET STL-STEEL ql ql ql&-AND -------------_ I Project No.:
I' "- - --
_ 2.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1850R ASTM A497. GA.-GAUGE T&G-TONGUE AND GROOVE �ql ,p------___====�G_-___--____=====ql__ZI IR-02
3.DETAIL AND FABRICATE REINFORCING STEEL IN ACCORDANCE WITH"ACI DETAILING @-AT GALV.-GALVANIZED TYP.-TYPICAL ICI ICI ICI ICI Seat/Si nature:
MANUAL",PUBLICATION SP-66. BLDG.-BUILDING GWB-GYPSUM WALL BOARD U.O.N.-UNLESS OTHERWISE NOTED Ili: I________ I I I I g
4.REINFORCING STEEL SHALL BE REVIEWED BY THE LOCAL BUILDING OFFICIAL PRIOR TO CONC.-C NCRETEASONRYUNIT H.-HIGH VERT.-VERTICAL
� ====____=====lb---'----=====1�F=====___=====dl==�
PLACING CONCRETE. CONC.-CONCRETE HORZ.-HORIZONTAL V.I.F.-VERIFY IN FIELD
5.PROVIDE BARS AT CORNERS AND INTERSECTIONS OF THE SAME NUMBER AND SIZE AS DBL-DOUBLE I.D.-INSIDE DIAMETER W/-WITH ----=====LY•-f=f.-i- =�._�_'' _ 'I--_ PERIMETER BLOCKING
LONGITUDINAL BARS IN FOOTINGS EA.-EACH INSUL-INSULATION W.C.-WATER CLOSET I III I
I I Ip Ip I
INT.-INTERIOR WD.-WOOD
ELEC.-ELECTRICAL I�I III 4 (I REDAR
E.GROUT E.P.S.-EXPANDED POLYSTYRENE qE Cy
L-LENGTH,LONG W.H.-WATER HEATER
1.PROVIDE NON-SHRINK GROUT UNDER ALL COLUMN BASE PLATES OR BEAM BEARING PLATES. LAV.-LAVATORY W/O-WITHOUT M I - - -- T - INTERMEDIATE NAILING
2.NON-SHRINK GROUT SHALL CONFORM TO CORPS OF ENGINEERS SPECIFICATION CRD-C W.W.F.-WELDED WIRE FABRIC IT�ry T I I SEE SCHEDULE <��
621.GROUT SHALL BE NON-METALLIC AND NON-STAINING. c s-s 7 * r
SHEATHING SCHEDULE SHEATHING SCHEDULE " _ _ _ "T> 3gTg� you
FOF76
SHEATHING SEE SCHEDULE 14
NAIL SPACING LOCATION NOTES BLOCKING SILL PLATE ANCHORS QI ql STAGGER LAPS AS SHOWN
LOCATION NOTES NAILS BLOCKING PERIMETER INTERMEDIATE L4I _ II
- -- ----------
ZIP 5/8
ROOF 10D yes a^o.c. z^o.c. 2X6 DOULAS FIR q2 @16"O.C.AND(2) i(i y i�
STRUCTURAL 1 1/2"ANCHORBOLTS @ 36"O.C.AND I I I L_ I I__ Date: scale:
2X6@ EA.OPENING AND END OF WALL SE SCHEDULE LING �sno*ED
ADVANTECH WITH IN 12"OF BOTH SIDES OF ALL END I I I I I I I I
a FLOORING TYP. 5/8 STURCTURAL 1 SHEATHING ON ( � SEE SCHEDULE Drawing Title:
23/32 IOD yes a^o.c. z^o.c. PLATES. II II
EXTERIOR W/8D NAILES @2"O.C.@ Ip I I I p GENERAL STRUCTURAL NOTES
- yes sIMPSON HDSA @EACH END � _ --------- �
�, STRUCTURAL SWl PANEL EDGSAND @12"O.C.@FIELD
ZIP 5/6 INTERMEDIATES.1/2"GWB SHEATING ON
- WALLS 8D YES 4^O.C. 12"O.C. __I ------------ \ �_JLL___________J�_____
STRUCTURAL 1 INTERIOR W/8D NAILS N4"O.C.AT PANEL
v � � / Drawing No.:
o EDGES AND @12"O.C.@ FIELD
INTERMEDIATES SHEATHING ATTACHEMENT DETAIL T-003
1
m
_ NOTES
` six.� gg0 p0
'a SCTM# 1000-065.00-01.00-016.000 DRAWING ISSUE
PNE Pos R\sa SITE PLAN FOR:2080 Town Harbor Lane,Southold,NY 11971 NO. DATE ISSUED FOR
y o STM(1000-65-1-16),ZONED R40 i d19-24 TRUSTEES FILING
SOUTHOLD TOWN,SUFFOLK COUNTY,NY x.TN.x*.,°, Rw,m. 9
`` Ex>E°E°•� INFORMATION ALLOWED EXISTING PROPOSED 4
19 _ _-""" Dc , —111DRON 4 s
SPRUCE to 6
LOT AREA - 77,060 SF -
Eaov' MAPL ,' -
LOT DEPTH(FT) 319'-7 1/4" 88
3 PRuc Yn � LOT WIDTH(FT) 229'-2 3/4" TO
o F Si
o� flH0000Ex°flox _ LOT AREA BUILDABLE(MINUS EASEMENT) 25,251 SF 12
MIN.FRONT YARD(F7) 50, 71'-3" - Revisions
N MIN.SIDE YARD(FT) 15' 35' 35'-10" - Revision
EEDD ' Exsi a nlL ' Leo"° V Number Revision Description Revision Data
+< MIN.REAR YARD(FT) 100, 87-4 314" -
_ _ r
is Lu MIN.ACCESSORY SIDE YARD(FT) 20' 13'-7" -
MIN.ACCESSORY REAR YARD(FT) 20' - -
DePAG� T �OIyTYq p.
a RDs�ss. ALLOWABLE COVERAGE(20%) 5,050 SF
o ,m
TOTAL EXISTING COVERAGE 6,004 SF
TOTAL PROPOSED COVERAGE - - 7,183 SF THIS APPLICATION IS APPROVED ONLY FOR WORK
INDICATED ON THE APPLICATION SPECIFICATION SHEET.ALL
�+aroflY WULinE b ® i�T11OLE fi ALLOWABLE GROSS FLOOR AREA(GFA) 6,953 SF - - OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR
vROPOSED v00 TO BE CONSIDERED AS EITHER BEING APPROVED OR IN
E,
SHEELF TOTAL EXISTING GROSS FLOOR AREA - 5,290 SF - AcwRDANCEWITHAPPucaeLEcoDEs.
REA > THAN 100'-0" pO� & EXISTING GFA GROUND FLOOR - 2,717 SF -
_ t
FROM TOP OF BANK J5EXISTING GFA SECOND FLOOR 1,487SF consultants:
°N - .�_ \, w^° +Ie EXISTING GFA THIRD FLOOR - 1,086 SF - Nathan Taft Corwin III
\Eau' MAPL
TOTAL PROPOSED GROSS FLOOR AREA - - 5,365 SF Land Surveyor
EtE\LurvET L-x EPncTAxN P.O.BOX 16
is-0 sTEVP. -"-` O PROPOSED GFA GROUND FLOOR - - 2,812 SF Jamesport,New York 11947
— ��wux o,
�sETBAc cN STooP, .- w rEHc o'o.
,�y\HoosovEAOPE.+ isErric Q+ PROPOSED GFA SECOND FLOOR - - 1,487 SF
� w000 roRc
�N E �Q• PROPOSED GFA THIRD FLOOR - 1,086 SF
WOOD STEPS
s s`CwAo� ALLOWABLE BUILDING HEIGHT(F7) 35' - -
8 @
—FOR / PROPOSED BUILDING HEIGHT(FT) Ews ixcro REMnw
L"1 ENW9E
2a APLE- \\\s \17 O
x rn wl-°
y --___ _ —______I______ __�_____ _ i;�
LOT COVERAGE CALCULATION
16
I
mT i LOT AREA BUILDABLE 25,251 SF
Z m I I Q ',EI /,'; ,10 EXISTING NORTH SIDE ALLOWABLE COVERAGE(20%) 5,050 SF
m Tr _ _ _ _ _ _ _ a STEPS TO FIRST FLOOR Architect of Record:
r -- - - -- •— TO REMAIN;REFURBISH
r Y Eta ElE°miLlmiEi - �/, WITH LIKE IN KIND EXISTING PROPOSED I SAAC - RAE
waoD E -'8'
F—EMATERIALS MAIN HOUSE DWELLING 2378 SF 2549 SF
REH,s q1 430 Main Street
EXISTING EAST EXISTING WOOD DECK °_ t STEPS TO FIRST FLOOR MAIN HOUSE DECKS W/STEPS 1120 SF 1168 SF
2nd Floor
x I ',,,"n Greenport NY 11944
TO BE EXTENDED; HERB TO BE EXTENDED; MAIN HOUSE PROPOSED POOL - 960 SF Contact:Isaac Clay Coffey R.A.
REFURBISH WITH LIKE �� REFURBISH WITH LIKE IN
IN KIND MATERIALS. y E,LIGHTHDDSE � '' NYS LIC#039767
E b '1r '`� ,,', KIND MATERIALS 1 STORY GARAGE 585 SF 565 SF
STFPPix°eioxEs „ , T.347-276-6093 E.clay@isaac-rae.com
$ ram, woo— ' r,+o EXISTING LIGHTHOUSE 1 STORY GARAGE 1036 SF 1036 SF
EXISTING BAY WINDOW I �' /'„ 'r 9 Project:
AT FIRST FLOOR TO o %% STRUCTURE TO REMAIN;
_ REMAIN;REFURBISH ® ELECTRIC——3/'l —c-E-6 _--- a REFURBISH WITH LIKE IN 1 STORY CABANA 230 SF 230 SF
i- "' Town Harbor Lane
WITH LIKE IN KIND ROOFOVEfl5T0xE < f1AGP01E -- iT KIND MATERIALS
MATERIALS ELL5fd10 H -- ` '%'�''a CABANA DECK W/STEPS 361 SF 361 SF 2080 Town Harbor Lane
Southold,New York 11971
LIGHTHOUSE 113 SF 113 SF
Project No.:
o�.
-- - _ ---- E----y ��
— oRYsr•c«Fn _ _�_ ______----�_'_T-�- f�__ ___- --- -- - STONE BELL STAND 49SF 49SF IR-02
� Seat/Signature:- -- ---- --- �•oTsw;= "_-==;'sl' GATE PIERS 18SF 18SF
WOOD SEPs----------- ----euua
uuaEno
_` - -- ------ Q0000 % E/El WOOD BULKHEAD 114SF 114SF
nxn auixHEAo D E s sroRr wood eULN ___ 'i euLiaEAo,.w a �aUT,fO' Q�' *�
1���— ♦�Oy,J
EXISTING CABANA w v TOTALS 6004 SF 7183 SF WO\o a y oo
STRUCTURE TO REMAIN;
REFURBISH WITH LIKE IN a o F.A.R. 23.8% 2R-'- �•
KIND MATERIALS. &
m ',e'mED r.
° UAL a
C 1 p 3976T
47.71'ACT y0�
a FOF Ni%"A
r
N 30°53'50"E szrss+rwDEEo 150.00' '
53'50"W ACTUAL LEGEND:
2.3Y
S 30° ,awH m
N 30°53'5T
rn ��1 o p m r� Data: Scale:
— Z uwoEmvTEr+cR.r+r Y m ns NOTED
d '� z Drawing Title:
SOUTH OLD BA SITE PLAN BASED ON SURVEY PROVIDED PROPOSED SITE PLAN—TRUSTEES FILING
BY NATHAN TAFT CORWIN III LAND
0 o SURVEYOR,DATED DECEMBER 22,2023 EXISTING EXISTING EXISTING AREA>THAN PROPOSED
v EVERGREEN DECIDUOUS SHRUB 100'-0"FROM AREA OF Drawing No.:
N TREE TREE T.O.BANK WORK
0
N_
n PROPOSED SITE PLAN A-001 . 00
_ 17
NOTES
SCTM# 1000-065.00-01.00-016.000 320�
SITE PLAN FOR: Town Harbor Lane,Southold,NY T1971 -
STM(1000-65-1-16)6),Z 6
ZONED R40 _ _ DRAWING ISSUE
SOUTHOLD TOWN,SUFFOLK COUNTY,NY P . N0. DATE ISSUED FOR
_ INFORMATION ALLOWED EXISTING PROPOSED `' �P\v y i srtsnoza TRUSTEES FILING
G \ 2
LOT AREA - 77,060 SF
EWE�Px 4
LOT DEPTH(F7) 319'-71/4" ry %� s
5 aow S
14
LOT WIDTH(FT) - 229'-2 3/4" g
LOT AREA BUILDABLE(MINUS EASEMENT) 25,251 SF iCO 03 io
MIN.FRONT YARD(FT) 50' 71,
a
Y MIN.SIDE YARD(FT) 15' 1 35' 35'-10" - o
.N 21°3200 wNEIfA - - _ Revisions
m MIN.REAR YARD(FT) 100, 86'-4 3/4" - vA11BDx 5�„OHEDOEH E�,xor"O"HO Revision
r1,
F- ° - sTot1E�Ho Number Revision Description Revision Date
N MIN.ACCESSORY SIDE YARD(FT) 20' IT-7" - pHE EOmHD I4 H SH
- HMO MirC- w
MIN.ACCESSORY REAR YARD(FT) 20' - - 15-—- - -
ALLOWABLE COVERAGE(20%) 5,050 SF - - ,srl r ,` i�` D' - _ __ 0
TOTAL EXISTING COVERAGE - 6,004 SF - a gOq�Hgq
N NgCK
iz
TOTAL PROPOSED COVERAGE - - 7,183 SF tO -- -
o
ALLOWABLE GROSS FLOOR AREA(GFA) 6,953 SF - - ,T
THIS APPLICATION IS APPROVED ONLY FOR WORK
INDICATED ON THE APPLICATION SPECIFICATION SH EET.ALL
TOTAL EXISTING GROSS FLOOR AREA - 5,290SF - P.Rn°MPi �Muu so. TESTxaE OTHER MATTERS SHOWN ARE NOTTOBE RELIED UPON,OR
TO BE EXISTING GFA GROUND FLOOR - 2,717 SF - uxx'Cii YPAYE \\� § aT , ACCORDANCE
AS ErmER BEINGODES.ROVED OR IN
\ WEI O ACCORDANCE WfIH APPLICABLE CODES.
1 ` FIECTRIC uu PROPOSEOlM 3
EXISTING GFA SECOND FLOOR
EXISTING GFA THIRD FLOOR - 1,086 SF - T (�.ETNG on REA > THAN 100'-0" I POE1 g8
Co FROM TOP OF - b SurConveyor:
TOTAL PROPOSED GROSS FLOOR AREA - 5,385 SF „\ BANK, , Surveyor:
.� IS Nathan Taft Corwin III
PROPOSED GFA GROUND FLOOR 2,812 SF D Y `/E Land Surveyor
PROPOSED GFA SECOND FLOOR - - 1,487 SF 15. LEDTwcury EP -—E T amessport,New York 11947
PROPOSED GFA THIRD FLOOR - - 1,086 SF
�.
ALLOWABLE BUILDING HEIGHT(FT) 35' - -
OARMETE
PROPOSED BUILDING HEIGHT(FT) - - Exlsrlxaro REMnw % srEP<c a
Ton`ti Exrsnxc�xFSMNGUE—
DYFN
x rmn um�D _
PROPERTY INFORMATION Zy2 ,7- N I - - - - "'`, _ ' --`` `16
DI
xW THOLD NYR1e0�PILnrvE G Z /
zm Et �1.
_ m _ _ Architect of Record:
.IDmassm0l ma,eaoD ---_________ -__ '13
_ �EP.xDDx,sAwE.a.x,H�xT.FDPD,Eo,x E�EECP�LwE -- ISAAC - RAE
o / '1z 430 Main Street
°°6E4 0605P 2nd Floor
eumlxccLcss,F,cnnax s"uMFa,.xY� a m , Greenport NY 11944
Contact:Isaac Clay Coffey R.A.
NYS LIC#039767
PRolosEv auLmxc AREn sxassF � v / � �
E�—HOUSE I ;$�",' T.347-276-6093 E.clay@isaac-rae.com
5 Is
8 'iY i9 Noleet:
STORM WATER DRAINAGE SYSTEMS CALCS. ELECT -E x r' Den„o oI-E .:;B Town Harbor Lane
EXISTING GARAGE AREA KEY COMMENTS c� "''POLE ;T
Fpsnrvc srorvE 2080 Town Harbor Lane
,
u sru+o ` z I + � '-'- ,,,,,,,; 6 Southold,New York 11971
leas]CUBIC t7-a10aa CueICFEEr 17
a,sax cuelc FEErvazx-7soRSOFVE C—I)METERDRYWEIL 01 111-01x1..1—E— ot --------�>`wEw Pro eci No.:
PROPOSED RI I DUMETER%.'DEEP—ELL oEEP..__ _ ---
co'C;Ig -_-_____ __e IR-02
DRYeTnpcED
STOUEWFLLOBW -0 _ _ ______-wOODBD �_1_ _ __ --__"
_ -_To .._1O1E"p-% ___r___________i____ seaU Signature:
-_OP OF a4ux 1pa5xEo1____ L_ _____ ___- _____::::•
STORM WATER DRAINAGE SYSTEMS CALCS. --- _ a';+ -- "_-: �N°EaA�ED°"
eulxxFAD02W-- ______ _______ -III .Je' '
EXISTING CABANA AREA KEY COMMENTS weesYL wcx°F�AOR o.,E Enns TIDE E000euuaEnO T.
B,6 5DFTx.,7-.107C'B,FEET p
CUSICORZOFVERTCnLa DMETER—ELL D1 PREPOSEEuLeowMETERxz b m (�GRED gRCh.
PROPOSED(1)a DNMETER x l DEEP—ELL D w Cd° w�\�C" V CO
STORM WATER DRAINAGE SYSTEMS CALCS.
EXISTING CABANA AREA KEY COMMENTS "CT ,San DEED _---- r
y 147.70'ACTUAL -- 3078� ,t0�
.T WIFT .11-90aax—CFEEr r _ 111 TF
OF N�
�oseo F TivaE2-212'�FEP0-M 13METERDRYWELL D1 oFE°PPODs aITD—ETERxa N 30°53'50"E sxrse'v W ACTUAL 150.00'
R 2.30' S30°53'50' 11 „IDHwATERMnRx rn
0
Data: sae:
o Drawing Title:
EXISTING BUILDING INFORMATION BASED ON SURVEY Cq
a PROVIDED BY HOVER DATED DECEMBER 22,2023 As xDTEo
x`
0 00o m SOUTHOLD BAY SITE PLAN BASED ON SURVEY PROVIDED z SITE PLAN WITH ROOF CALCULATIONS
BY NATHAN TAFT CORWIN III LAND
o o SURVEYOR,DATED DECEMBER 22,2023
N � Drawing No.:
co Uj
0
C,
1 PROPO
le: 3/64°SE1'-D
Sca ST0"ORM WATER DRAINAGE PLAN A-002 . 00
=
NOTES
GENERAL NOTES: DRAWING ISSUE
1.EXISTING CABANA STRUCTURE TO REMAIN,TO BE REFURBISHED. NO. DATE ISSUED FOR
2.RECLAD EXTERIOR WITH LIKE IN KIND MATERIALS. 1 an-21 TRUSTEES FILING
3.CONTRACTOR TO VIF ALL DIMENSIONS. 2
3
4
5
6
7
8
9
10
11
12
Revisions
Revision
Number Revision Description Revision Data
THIS APPLICATION IS APPROVED ONLY FOR WORK
INDICATED ON THE APPLICATION SPECIFICATION SHEET.ALL
OTHER MATTERS SHOWN ARE NOTTO BE RELIED UPON.OR
TO BE CONSIDERED AS EITHER BEING APPROVED OR IN
ACCORDANCE WITH APPLICABLE CODES.
----
_ __________
-_--_--_--- -------___ Consultants:
---___ SDNeYDf:
____________________________ - - Nathan Taft Corwin III
A-zo o ___________________________ - Land Surveyor
P.O.Box 16
Jamesport,New York 11947
3 ____________________
_______________ __
- - - — - — - 3- - - - — fi-o^-r - - - - 9-10.- --- --- -- - --REMW fls O— ---- - — - - �-------------'o--
OUTDOOR
FIXTURE TO E __-_-
----------- ---3'-0 2'-3" 10" T-W 2'-2".--
------- REPLACED
- ----------
_____g__
-__ __________________________________
Sill H=3'-4" Sill H=4'-6" d,
N N oD
o =
22 SF " n OP
I- � 2'-6" 3'-6" Architect of Record:
- ; o 7'-1 I SAAC - RA E
_ a� 430 Main Street
Fn 72 SF I rand Floor
_ 68 SF Greenport NY 11944
a-zoa.o z 7'-1"CLG 22.5 SF = N a -zoa.00 Contact:Isaac Clay Coffey R.A.
NYS LIC#039767
_ N
Sill H=3'-10" Sill H=3'-4" ^ sot.o--' T.347-276-6093 E.clay@isaac-rae.com
Project:
_ ■ Town Harbor Lane
2080 Town Harbor Lane
Southold,New York 11971
26'-0"
Project No.:
_ 27-4 112" IR-02
Seat/Signature:
A-zl Da.ol EXISTING WOOD �FcEDgRO
BULKHEAD TO �r y c yi
REMAIN
L - - - - - - - - - - - - - - - - - - - EXISTING STAIRS * t'
AND DECKING TO BE
REFURBISHED IN LIKE
IN KIND.REFER TO �, 3g114 AO
A-501 F�F'NE'•�
Date: Scale:
as�TEe
Drawing Till.:
EXISTING CABANA PLAN EXISTING CABANA PLAN
Do v2°=1 oI
N Drawing No.:
0
m-
- A- 1 04. 00
NOTES
aa-
aa• 1•d• ea4•
GENERAL NOTES: a DRAWING ISSUE
1.EXISTING LIGHTHOUSE STRUCTURE TO REMAIN,TO BE REFURBISHED. �°� v NO. DATE ISSUED FOR
2.RECLAD EXTERIOR WITH LIKE IN KIND MATERIALS. i WII2024 TRUSTEES FILING
3.CONTRACTOR TO VIF ALL DIMENSIONS. ' 2
3
4
5
6
7
H 9
T-4"CLG 10
it
26 SF iz
H.,.z Revisions
`' Revision
'� Number Revision Descr V Revision Date
e Sr4• 1•a• v4•
za v4•
n EXISTING LIGHTHOUSE THIRD FLOOR PLAN
0 1/2"=V-0"
THIS APPLICATION IS APPROVED ONLY FOR WORK
INDICATED ONTHEAPPLICATION SPECIFICATION SHEET.ALL
3.631, OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR
TO BE CONSIDERED AS EITHER BEING APPROVED OR IN
ACCORDANCE WITH APPLICABLE CODES
A� v
Consultants:
Surveyor:
Nathan Taft Corwin III
Land Surveyor
P.O.Box 16
Jamesport,New York 11947
W
-
- 49 SF �
e
3'E W, Architect of Retard:
ISAAC - RAE
430 Main
EXISTING LIGHTHOUSE SECOND FLOOR PLAN 2nd FloorStreet
/ G ' Greenport NY 11944
Contact:Isaac Clay Coffey R.A.
// D NYS LIC4039767
' ' °"0• T.347-276-6093 E.clay@isaac-rae.com
F1/ / r-a• z-z r>•
Project:
C d E Town Harbor Lane
2080 Town Harbor Lane
sll H.4•-2• Southold,New York 11971
B4})� Project No.:
aA N ssF�L IR-02
`cs Seat'Signature:
D ARC
G G Y O
LJ
IF � c
77 SIF
r
311767 O�
Ed
OF 14
v 9d
Date:
Drawing TM.:
NA tr A a G EXISTING LIGHTHOUSE PLAN&INTERIOR
v 1•.1• ra• 1•1• ELEVATIONS
m
A B C D E F G H
D,
d. Drawing No.:
" H
Do
LIGHTHOUSE ELEVATIONS n EXISTING LIGHTHOUSE FIRST FLOOR PLAN A- 1 05 - 00
4 1/2"=V-0"
NOTES
DRAWING ISSUE
N0. DATE ISSUED FOR
1 ",9-. TRUSTEES FILING
2
3
4
5
6
7
8
9
10
❑ ❑ ❑ 12
Revisions
_ _ THIRD FLOOR /\ RNu evision
28-2 mber Revision DescripDon Revision Data
— bt
SECOND FLOOR /1
18'-8"v
®® t11J �� INDI APPLICNTHE PPLICAION SPECFIC WORN
IIIRII'�IIIITII� / INDICATED ON THEAPPLICATION SPECIFICATION SHEET.ALL
O TO
CONSIMATTERS ERED AS NOTTO BEING
BE RELIED OR
R
/ O TO BE CONSIDERED AS EITHER BEING APPROVED UP N,
ACCORDANCE WM4 APPLICABLE CODES.
FIRST FLOOR MAIN HOUSE /1
8'-8" v Consultants:
Surveyor:
YY _ _ Nathan Taft Corwin III
—I I—I —III—III—III—III—III I—I III—III—III—III—I'_— -0y`_— I III—III—III—III—III— Land Surveyor
III—
III—III—III—III—III—III—III—III—III—III—III—III—III—III —III—III—III—III—I P.O.Box 16
I I=1 I I=1 I=1 I=1 I=1 I I=1 I =1 I I=1 I I=1 I=1 =1 I I=1 I I=1 =1 1= I=1 I I=1 I=1 I d I 1 III I EEI I 1= Jamesport,New York 11947
EXISTING NO HTH SIDE STEPS
TO FIRST FLOOR TO BE
EXTENDED;REFURBISH WITH
LIKE IN KIND MATERIALS
n PROPOSED NORTH ELEVATION TRUSTEES FILING
3/16"=1'-0"
Architect of Record:
I SAAC - RAE
430 Main Street
2nd Floor
Greenport NY 11944
Contact:Isaac Clay Coffey R.A.
NYS LIC#039767
T.347-276-6093 E.clay@isaac-rae.com
Project:
_ Town Harbor Lane
_ _ _ _ _ _ _ _ _ _ _ _THIRD FLOOR n 2080 Town Harbor Lane
28'-2" Southold,New York 11971
Project Nto O.:
IR-02
0 m Seal/Signature:
_ _ _ _ SECOND FLOOR n
OF NE
❑ FIRST FLOOR MAIN HOUSE /1
IE I m m m b m
III—III—I =_=I 9= _-11 All I_ems-ID12—__=I = I = I I _ _ _ _— I —I I — —I _ _ _ — _ _—_—_— v4• _ — Date: scale:
—III—III— — — III—III—I —III—III—III—III—III—III—I = tza vd — I—III—III—III—III—III—III—I —III Asrmreo
-III—III—I11=III=III—III=1 =1 1—III=III=III—III—III=III=1 1=III=11I—III III—III—I11=III—III=III=III=1I—I11=1 —I1=III=III=1 =III-1 =III—III=11I—III— 1—III=III=III=11 Drawing Tille:
a PROPOSED EXTERIOR ELEVATIONS
a— EXISTING W000 DECK TO BE EXISTING BAY WINDOW AT EXISTING EAST SIDE STEPS EXISTING NORTH SIDESTEPS
EXTENDED;REFURBISH WITH FIRST FLOOR TO REMAIN. TO FIRST FLOOR TO BE TO FIRST FLOOR TO BE
m LIKE IN KIND MATERIALS REFURBISH WITH LIKE IN KIND EXTENpEO;REFURBISH WITH EXTENDED;REFURBISH WITH
U) MATERIALS LIKE IN KIND MATERIALS LIKE IN KIND MATERIALS
V Drawing No.:
N r
O
1 PROPOSED EAST ELEVATION_TRUSTEES FILING
A-203 - 00
IIIIIIIIIIIIIIIIIIIIIIIIII1111111111111111111111111111111111
NOTES
GENERAL NOTES: DRAWING ISSUE
1.EXISTING CABANA STRUCTURE TO REMAIN,TO BE REFURBISHED. ND. DATE ISSUED FOR
2.RECLAD EXTERIOR WITH LIKE IN KIND MATERIALS. 1 6n9rze24 TRUSTEES FILING
3.CONTRACTOR TO VIF ALL DIMENSIONS. 2
3
4
5
6
7
8
9
10
11
EXISTING DOOR 32
TO REMAIN;
SCREEN DOOR TO Revisions
_ EXISTING BE REPAIRED IN
WINDOWS TO KIND Revision
Number Revision Description Revision Date
REMAIN
EXISTING
OUTDOOR
SHOW ER TO
REMAIN;
/i FIXTURES O BE
REPLACED
® EXISTING
WINDOW TO
REMAIN THIS APPLICATION IS APPROVED ONLY FOR WORK
PEI
INDICATED ON THE APPLICATION SPECIFICATION SHEET.ALL
OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR
TO BE CONSIDERED AS EITHER BEING APPROVED OR IN
ACCORDANCE WITH APPLICABLE CODES.
\\
Consultants:
I
Surveyor:
Nathan Taft Corwin III
III
Land Surveyor
P.O.Box 16
Jamesport,New York 11947
CABANA EXTERIOR ELEVATION 3 CABANA EXTERIOR ELEVATION 4
3/8"=1'-0"
Architect of Record:
NEW SHINGLES OR I SAAC - RA E
GALVANIZED METAL 430 Main Street
ROOF SHINGLES,TYP. 2nd Floor
Greenport NY 11944
EXISTING WINDOW TO Contact:Isaac Clay Coffey R.A.
NYS LIC#039767
REMAIN T.347-276-6093 E.clay@isaac-rae.com
Project:
EXISTING STAIRS Town Harbor Lane
&DECK TO BE
REPAIRED; 2080 Town Harbor Lane
REFER TO A-501 Southold,New York 11971
tL Project No.:
> EXISTING IR-02
EXISTING i M WINDOW
WTO / SeallSignature:
WINDOW TO " _
- EMAIN
REMAIN
4u�`y,�uFtffD�Dy
0
i
N �, 39767 {Q?r
tn= _—_—_—_—_—_—_ =1�1=1�1=1�1=1�1=1�1=1�1=1�1=1�1=1�1=1�1=1�1=1�1=1�1=1�1=1�1=1�1=1�1=1�1=1�1=1�1=1�1 FOFNE�
—III—III—III—I i I—III—III—I�I—I�I—III—III—III—I
— iTi=iTi=i i i=i i i=i i i=iTi=iTi—iTi—iTi=iTi=i i i=iTr- -III—I 11=1 I I—III—III—III—III—III—III—III—III—III—III—III—I I i—III—I 11=1 I I—III—III—III—III—III—III—I 11=1 I
1=1 11=1 11=1 11=1 I I—I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I—I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I—I I I_-
- -III—III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III—III=III=III=III=III=III=III=III=III—III— —
1=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III Date: Seale:
AsNoree
Drawing Title:
a
EXISTING CABANA EXTERIOR ELEVATIONS
m-
v
N
Drawing No.:
V
N .
O
n CABANA EXTERIOR ELEVATION 2 CABANA EXTERIOR ELEVATION 1
2 A
-204 . 00
3/8"=V-0" 1 3/8"=1'-0"
1111111111111111111111111111111111i11111111111i1111111111111
NOTES
GENERAL NOTES:
DRAWING ISSUE
1.EXISTING LIGHTHOUSE STRUCTURE TO REMAIN,TO BE REFURBISHED. NO. DATE ISSUED FOR
2.RECLAD EXTERIOR WITH LIKE IN KIND MATERIALS.
3.CONTRACTOR TO VIF ALL DIMENSIONS. 2 wts2Dza TRUSTEES FILING
3
4
5
6
7
a
9
10
11
12
Revisions
TTIT Revision
Number Revision Description Revision Date
® � O
THIS APPLICATION IS APPROVED ONLY FOR WORK
INDICATED ON THE APPLICATION SPECIFICATION SHEEr.ALL
OTHER MATTERS SHOWN ARE NOT70 BE RELIED UPON,OR
TO BE CONSIDERED AS EITHER BEING APPROVED OR IN
ACCORDANCE WITH APPLICABLE CODES.
Consullants:
Surveyor:
Nathan Taft Corwin III
Land Surveyor
P.O.Box 16
— n Jamesport,New York 11947
0 0
_ EVEN
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I— — _ I — _ _ I-
-111-I I I-I 1—I 1 I—I 11—I 11—I 1 I—I 1 I—I 1 I— I—I I —III—I I I—III—I l I—III—I -I El —III—III—I I I—I 1 I—I 11—I 1 1—I�I—I I I—I I I—I I—I,I—III—III—III—III—III—III—I I—
A-205.00
- n LIGHTHOUSE ELEVATION H LIGHTHOUSE ELEVATION G LIGHTHOUSE ELEVATION F LIGHTHOUSE ELEVATION E
1/4"=1'-0" 1/4" 1/4"=1'-0" 1/4"=1'-0" E
Architect 01 Record:
A-205.00 a•-to' -205.DO
-g 1. 21 1-4- , ISAAC - RAE
430 Main Street
2nd Floor
D F Greenport NY 11944
d Contact:Isaac Clay Coffey R.A.
NYS LIC#039767
a T.347-276-6093 E.clay@isaac-rae.com
O • • O • SyFi Project.
Town Harbor Lane
® ® 2080 Town Harbor Lane
Southold,New York 11971
Project No.:
A-205.0 4 C b b IR-02
g -205.00 SeaUSignalum:
LL_
7
— V
D�DSi
t
N
y0�
B H
01 i LJ
-2D5.DD 9
-205.DD
A Date: Scale:
ee
• D D.,(,.g Tige:
EL LIGHTHOUSE EXTERIOR ELEVATIONS
- I-III-III-IffE IIE'T EEl I,Ell III-III-III-II -III-III-III-III-III III-III III-III-I -III-III-III-III-III-III III-III III 11
IT
-III-III-—II I-III-III-III-III-III-I1I_ A-205.00
0
- - - - - - - — — - - - - - - - - - — —� —I�1—� 1-1�1-1�1-1�1-1�1-1�1-1 —� —�I - -� I- - I —� I—� I— u Drawing No.:
LIGHTHOUSE ELEVATION D LIGHTHOUSE ELEVATION C n LIGHTHOUSE ELEVATION B n LIGHTHOUSE ELEVATION A n PROPOSED LIGHTHOUSE FIRST FLOOR PLAN
5 1/4"= 1/4"=1'0" — T�74'� 6"— — — — — — — 1/4"=V-0" I 1/2"=1'-0" A-205 - 00
NOTES
DRAWING ISSUE
NO. DATE ISSUED FOR
1 611B202d TRUSTEES FILING
2
3
4
5
6
7
S
9
10
11
12
6 5
BO10501.0 EXISTING WOOD HAILING REIMISIDnB
TO BE REPLACED IN KIND
Revision
EXISTING WOOD STAIR TO Number ReVI Description Revision Date
BE REPLACED IN KIND
EXISTING WOOD WALK TO
EXISTING WOOD BE REPLACED IN KIND
STAIR AND
HANDRAIL DOWN ( LgrypING 0151
TOBAYTOBE EXISTING WOOD DECK ll _I'T I1�It'-1I II�1I _
REBUILT IN KIND AND GUARDRAIL TO BE I—III I I II I _
REBUILT IN KIND
_ � b _ III III—III—III—III—I
EXISTING WOOD _ I—III-�};I I I I—III—III—III—I
GUARDRAIL
EXISTING WOOD^ _ —III—III III—I I I—III—III—I
GUBUILTI L IN BE BULKHEAD TO REMAIN I III I I III THIS APPLICATION IS APPROVED ON LY FOR WORK
REBUILT IN KIND TB 6.9 �-F+ I I�+�-I+-I—H�- -
INDICATEOONTHEAPPLICATIONSPECIFICATIONSNEET.ALL
EXISTING W000 STAIR - OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR
DOWNTOBAYTOBE _ I I—III—II I I III I—III—III II I—II I I—III TO BE CONSIDERED AS EITHER BEING APPROVED OR IN
REBUILT IN KIND CABANA F.FL.].8 _— —I1--1— ACCORDANCE WITH APPLICABLE CODES.
EXISTING W000 STAIR LANDING 1]J yl�It ICI
HAAIRAND III—I I I1—I I HANDRAIL DOWN 'o _
BAY TO BE RE —III—III—III—III III—III—III—III—III—III—III—I I I= REBUILT IN KINDIII—III—III—III—I
_ Consultants:
II I—II I—II I—II I—II I—I —III_—=III_— _ �=_ C_I I=_II 9I=• YdI_II=I I =I_III=II—III=I_I II=I II_III=�I =III_—_III_—II_III--I I—III--I —III_—II_I II--III_III--I
III Survevor:_II — -3 J _ II —I _I I — I II—I I I_I II—I — I _I I_I
Nathan Taff Corwin III
I—III—III—III—III—III— III—III—III—III—III-ICI I —III=III—I I I I—III—III—III—III—III—III—III—III—III—III—III—III- Land Surveyor
III—III—III—III—III—I I —III—III—III—III—III—III—III—III—III—III--III—III—III—III—III—III—III—III—III—I 11=1 11=1 I I—I P.O.Box 16
I=III=III=III=III=III— III—III—III=1 I I=1 I I=1 111 =1 11=1 11=11 11=1 11=1 11=1 11=1 11=1 11=1 1=1 I—I 11=1 —I 11=1 11=1 1= Jamesport,New York 11947
n STAIR ELEVATION 2 n STAIR ELEVATION
1/4"=1'-0" ��J 1/4"=1'-0"
----------------------------------------------
---- ,.
EXISTING SPLR RAIL
V X \/ FENCE TO REMAIN
-------- --t TOP OF BANK AfLhilCtl of Record:
——— ------------------- _ ------------15--
__ --- -- " _ 430 Main Street
- --------------------------------- 41 __
< WOOD STRINGER __
ROUTED 70 __
RECEIVE TREADS _ ^- ---- �Id 2nd Floor
SOLID WOOD ----___---'--
EXISTING 24 SF WOOD Contact:Isaac Clay Coffey R.A.
0 o TREAD ------------------------ - ------------ta--_ WALK TO BE REBUILT IN
-_"- ___-- KIND NYS LIC#039767
2XwDOD T.347-276-6093 E.clay@isaac-rae.com
NAILING BLOCK __________________ __ _14 _____________ y
--__ _ -----_- 's Project:
_---
___ __ _a _ __ -2--501-00=tt___
_____------- d Town Harbor Lane
---------------- __ __ _2 - 1� 2080 Town Harbor Lane
o a CAP _________ " " j
----Sot----
_________________ e
-"�" ------_-_--- _ ° - EXISTITOB TOES
Southold,New York 11971
a n___________y___ DOWN TO BAV TO BE
--' REBUILT IN KIND
STAIR STRINGER DETAIL -------------- --" _ _-----a-a l,d -a /d_ 9-,,m Project No.:
IR-02
SeaU Signature:
4-RAILING
POST EXISTING CABANA
STRUCTURE TO REMAIN,
REFER TO A 104 AND
2X4 MID RAIL A-203
EXISTING STEP INTO
COLUMBER CABANA TO BE •(�G�D C
t 610RYLdedn4 4' ']-- REBUILT IN KIND
— COLUMN Ismucnl9sTo 6eNaN e � G O 00
SIMPSON F.FL]8 to��
280 SF ISTING WOOD t
STEEL EXIST No WOOD ' 1i PECK TOO BE REBUILT IN
SADDLE BULKHEAD TO REMAIN; n KIND
BRACKET TB].d ,t
(7yp) BE 3 6 '-B 114' EXISTING WOOD N
III WOOD BULKHEAD TO REMAIN; 3978� O�
STRINGER TB 9
LAG BOLTS ROUTED TO _ BB 46
TF OF
EXI
GALVANIZED NEB
—III—III "• RECEIVE e STING
III—III—III .. - III—_— a< TREADS a ' C9 OWNTOBA�TOBESTAIR
•' REBUILT IN KIND
Ell II=III -_ _ LANCHOR WOOD SOLID
III=III—III --• ,. •v. III—III= BOLT TREAD
231/16
CAST IN aaw nl6• Data: Scale:
—III—III—I ••�` :. ',.' _ PLACE 2%WOOD As uoreo
• III—III—III •. III—III FOOTING NAILING BLOCK 3 Drawing T
a. itle:
—III—III—) I I—III—III � CABANA STAIR PLAN AND DETAILS
A 5
m
III—I 1 1=III : I I—I I—
01.00
L7
iri —
N. Drawing No.:
COLUMN DETAIL STAIR DETAIL ENLARGED CABANA STAIR PLAN
— �1 4 1 1/2"=1'-0" � 1/4"=1'-0" A-501 . 00
NOTES
DRAWING ISSUE
NO. DATE ISSUED FOR
1 Wt9=2a TRUSTEES FILING
' 2
3
4
5
6
7
8
9
10
11
12
Revisions
Revision
Number Revision Descripuan Revision Date
EXISTING WINDOWS TO BE
EXISTING DOOR TO BE FMf REPLACED IN LIKE IN KIND
REPLACED IN DLIKE OOR KINDOBE
RAILINGS TO BE / L
% MISAPPLICATION IS APPROVED ONLY FOR WORK
REPLACED WITH LIKE IN / INDICATED ON THE APPLICATION SPECIFICATION SHEET.ALL
EXISTING DOOR TO BE
KIND MATERIALS // REPLACED IN LIKE IN KIND OTHER MATIERS SHOWN ARE NOT TO RE PROVED N,OR
TO CONSI OERED AS ARE BEING APPROVED OR OR IN
o /j ACCORDANCE WITH APPLICABLE CODES.
b
m FIRST FLOOR ANNEX n
— T--2"l7 Consultants:
Survevor:
Nathan Taft Corwin III
Land Surveyor
- � ��1 - -� -��� -��� I 1�1 =��� - - = 1 �� -
P.O.Box 16
sw• zr-n• s•9+rz• a•-z• Jamesport,New York 11947
PROPOSED MAIN HOUSE DECK ELEVATION
�1/4"=1'-0"
Architect of Record:
-11 '0 21'-11• a'-tl 1?
• � ISAAC — RAE
H t•.tt ya• 5w• rntaa•
430 Main Street
2nd Floor
Greenport NY 11944
Contact:Isaac Clay Coffey R.A.
NYS LIC#039767
` UP T.347-276-6093 E.clay@isaac-rae.com
Project:
Town Harbor Lane
1! 1'-' 9-10• a-,ova• e•-r r<ala 2080 Town Harbor Lane
_ Southold,New or 11971
�n H=z6• 1
Project No.:
IR-02
OUTLINE OF EXISTING
DECK FOOTPRINT as Signature:
(DASHED)
LINE OF 100--0•
_ SETBACK FROM T.O.BANK TO, DvT 1
66 SF OF NEW DECK Up A,
FOOTPRINT(HATCHED);
N LIKE N (,
TO BE KIND MATERIALS
N '1;
KING MATERIALS T 31178�
TF OF Nfs^t't-1
ALIGN
RAILINGS TO BE 'ram 21'-11 6'-912• T-r
GTAIRB AND HANDRAIL
REPLACED WITH LIKE IN TO I REPLACED WITH
KIND MATERIALS LIKEE M KIND
2 MATERIALS
A-502.00 Data: Scale:
F� AsND,En
Drawing Title:
a
a— MAIN HOUSE DECK DETAILS
In
m
N — n MAIN HOUSE PROPOSED DECK PLAN Draw;ngNo,
NGo
1 1/4"=-r-0"
A-502 . 00
I I I I I I I I ILA I I I I I I I I I I I I I I I I I I I I I I I I I
NOTES
DRAWING ISSUE
NO. DATE ISSUED FOR
1 ,-24 TRUSTEES FILING
2
3
4
5
6
7
— 8
9
12
I U.-E 1l I -- _ u_ IRevisions
Revision
Numher Revision Deacripllon Reasien Date
I I io'-11 I I I I
>Lu u I
— I
THIS APPLICATION IS APPROVED ONLY FOR WORK
INDICATED ON THE APPLICATION SPECIFlCATION SHEET.ALL
OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON.OR
TO BE CONSIDERED AS EITHER BEING APPROVED OR IN
_ ACCORDANCE WITH APPLICABLE CODES,
REPLACE WINDOWS v
WITH IN LIKE IN KIND m
MATERIALS
consultarna:
REPAIR BAY WINDOW Surveyor:
STRUCTURE AS Nathan Taft Corwin III
NEEDED AND RECLAD Land Surveyor
IN LIKE IN KIND N� I P.O.Box 16
MATERIALS Jamesport,New York 11947
FIRST FLOOR MAIN HOUSE
- - IIII Ln 1 IIII II 1 II I I— a'-6^&
11 11 11II I
�—III—III—III—III—III—III—III l I El I 1=1 I IE1 I Ml I 1-1 11-1 I I—I 11-1 I I—III-1 I I—III=11I
illllilllllilllllilllllilllllilllllilllllilll11111111i11II IIIIiIIIIIiIIIII 111i11I11il1I1l 11I11i11IIE1IIEIII
Architect of Record:
�1 PROPOSED MAIN HOUSE BAY WINDOW ELEVATION 43otiISin SAAC — RAE
1/2"=1'-0" 2nd Floor
Greenport NY 11944
Contact:Isaac Clay Coffey R.A.
NYS LIC#039767
T.347-276-6093 E.clay@isaac-rae.com
Project:
Town Harbor Lane
2080 Town Harbor Lane
Southold,New York 11971
N y
Project No.:
. .�■ IR-02
Seat/Signature:
_._._._._._._._._._.�.�
Sill H.2'.2'
LINE OF 100'-O"SETBACK in,
D�Cy�
FROM T.O.BANK
1/2" 9'6" 1/2' C�9 a Y 00
F�Ca
EXISTING BAY WINDOW 10'-11" t'
— FOOTPRINT TO REMAIN; r
REPAIR WITH LIKE IN KIND NT
MATERIALS p 3976� yO
2 FOF NEB
A-503.00
I�
Date: Scale:
AS—D
�. Drawing TAW:
N— n MAIN HOUSE PROPOSED BAY WINDOW PLAN MAIN HOUSE BAY WINDOW DETAILS
i
N Drawing No.:
o-
N
A-503 - 00
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
NOTES
DRAWING ISSUE
NO. DATE ISSUED FOR
C IZZ i WM024 TRUSTEES FILING
J 2
1 314' F-ti 314' 6'.3314' 1 314' 3
5
7
ELI E
El -5c E E 9
10
NEW PTD.WOOD HANDRAIL
_ NEW PTD.WOOD POST CAP
I 12
93/4' t7-1031C 314'
N NEW PTD.WOOD 4X4 POST PROPOSED ti Revisions
RAILINGS TO BE
REBUILT,SIMILAR Revision
b NEW PTD.WOOD WALL TO EXISTING Number Revision Description Revision Date
9 _ I CAP LH/
NORTH SIDE STAIR
_ yL �I{I_ HANDRAIL;TO BE IN ❑ // ❑ �' U
1 1 1 1 I 1 11 I FIRST FLOOR MAIN HOUSE LIKE IN KIND
— - - - g�� MATERIALS � wifl
�ll FIRST FLOOR MAIN HOUSE n
NEW FRAMED WALL EXISTING EAST
E STEPS TO BE SID
N CLAD IN SHINGLES, EXTENDED AND
TO BE IN LIKE IN KIND REFURBISHED WITH /
_ - TO EXISTING LIKE IN KIND THIS APPLICATION IS APPROVED ONLY FOR WORK
" •• •' •• •' •• MATERIALS - INDICATED ON THE APPLICATION SPECIFICATION SHEET.ALL
_ III—III—III—III—III—I I—I I—III—III—III—III—III—III—III—I _` OTHER MATTERSSHOWNARENOTTOBEREUEDUPON,OR
_ TO BE CONSIDERED AS EITHER BEING APPROVED OR IN
—I I I_I I—III—III—III—III—III—I I—III—III—III—III—III—III- _III—I --III—III—I —I I—I —�I1II'-0 �'I I—III—III—III=III—III - I I—III—III—I i I- ACCORDANCEWTHAPPLICABLECDDES
III—III—III—III—I I—III—III—I I_I I I—III—III—I I—III—III—� I—III _—_—_— _ III—III—III—I
III—III—I I I
_ I 1-1 I -1 I-1 I-1 I I-1 I I-1 11=1 -1 I I-1 I-1 11=1 I-1 I-1 I I-1 i=i i=i i=I i i=i i i=i i i=I i i=i i i=i i i=I 1=I i i=i =i i i=1 i 1=I i i=i i=i i Consultants,
Surveyor:
Nathan Taft Corwin III
Land Surveyor
P.O.Box 16
n EAST STAIR ELEVATION 3 n PROPOSED MAIN HOUSE EAST SIDE STAIR ELEVATION 1 Jamesport,NewYork 11947
1/2"=1'-0" 1/2"=1'-0"
9 3/4" 6'-9" 4'-1 1/2" 9 3/4"
- � I
. Architect at Record:
---- -I — ——— ——— —-—-—-—-— --- —-—-— ISAAC - RAE
' I I 430 Main Street
2nd Floor
LINE OF 100'-0" Greenport NY 11944
SETBACK FROM T.O. Contact:Isaac Clay Coffey R.A.
BANK NYS LIC#039767
6•-r Cu T.347-276-6093 E.clay@isaac-rae.com
RECLAD DECK IN Project:
NEW PTD.HANDRAIL LIKE IN KIND
NEW PTD.POST CAP _ MATERIALS I I Town Harbor Lane
NEW PTD.4X4 POST L 2080 Town Harbor Lane
r_ PROPOSED RAILINGS
N ' Southold,New York 11971
TO BE REBUILT,
NEW PTD.WOOD I 9 SF OF NEW DECK Project No.:
_ WALL CAP _ _ _ FIRST FLOOR MAIN HOUSE I1 SIMILAR TO EXISTING ' ? FOOTPRINT IR-02
8'-8""V NORTH SIDE STAIR N (HATCHED);TO BE
NEW FRAMED WALL HANDRAIL;TO BE IN - CLAD IN LIKE IN KIND SeaU Signature:
CLAD IN SHINGLES, LIKE IN KIND ' I MATERIALS
TO BE IN LIKE IN KIND MATERIALS N "'
TO EXISTING _ NI I
OUTLINE OF
EXISTING DECK
FOOTPRINT 0
_ -I —I I—III—I I—I I—III—I —I (DASHED);DEMO
I—III—I I—III=III=1 I—III—III EXISTING AND PLANTER BOXES
-III—III III—III—III III—III—II rn Y
`v UP T 3970� {O�
934 10'-10 3!4" 9 3/4" FOF NEB
N
A-504.00 Date: Scale:
— —J As Norco
�- Drawing Title:
a EAST SIDE STAIR DETAILS
N
N — n EAST SIDE STAIR ELEVATION 2 n EAST SIDE STAIR DETAIL PLANS
NSa
' J I Drawing No.:
N
A-504. 00
IIIIiIIIIIIIIIIIIiIIIIiIIiIIIIIIIIiIIIIIIIIIIIiIIIIIiIllliil
NOTES
V
DRAWING ISSUE
N0. DATE ISSUED FOR
1 6I19I2024 TRUSTEES FILING
2
3
4
5
6
T
8
9
SO
11
12
13/4" 4'-101/4" 3'-8112" 13/4" 134° T-81/2" 4'-101/4" 13/4" Revisions
Revision
Number Revisian Description Revision Date
NEW PTD.WOOD
HANDRAIL N N
x x
NEW PTD.WOOD w w FNEW PTD.
POST CAP o x c x HANDRAIL
J J
at ¢ 1 NEW PTD.POST
NEW PTD.WOOD ;D it CAP
4X4 POST
NEW PTD.WOOD 0 NEW PTD.4X4 POST
1 1J THIS APPLICATION IS APPROVED ONLYFORWORK
WALL CAP -- vim li NEW PTD.WOOD INDICATED ON THE APPLICATION SPECIFICATION SHEET.ALL
WALL CAP OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR
m } I TO BE CONSI DEFIED AS EITHER BEING APPROVED OR IN
rD F ^ ACCOflDANCE WfTI1 APPLICABLE CODES
NEW FRAMED
WALL CLAD IN
SHINGLES,TO
fV
BE IN LIKE IN III III III I I 11 1 1 I EXISTING KNEE Consultants:
KIND TO _ _ _ _ _ — WALL STRUCTURE Surveyor:
EXISTING _ _ _—_—_— — — —_—_ _ _ _—_— — — — — __— —
_I —I I— —1 11 1/4 — — —10 3/4 — — — -I III—i iI=l i,i I—III=I —� I—III=III TO REMAIN AS Nathan Taft Corwin III
POSSIBLE;RECLAD Land Surveyor
�—III—III 11=III=III=III=III9'-10"I=III=III=III=III III _ _ _ _ _ III III—III— IN LIKE IN KIND P.O.Box 16
— — — — I I=I I I=I I=I I I=8'-101/4'{=III=III=III=I 13/4 I—III=III MATERIALS Jamesport,New York 11947
n NORTH SIDE STAIR ELEVATION 3 n NORTH SIDE STAIR ELEVATION
1/2"=1'-0" 1'-0"
I �
EXISTING PORCH TO
— REMAIN,PROTECT IN
PLACE
F__1 / Architect of Record:
A-5 i LINE OF 1
4 2 2" BA KACK FROM T.O. 430 MI Sain SAAC - RA E
treet
2nd Floor
Greenport NY 11944
2 SF OF NEW RAILING Contact:Isaac Clay Coffey R.A.
1'-11 1/4" FOOTPRINT,TO BE NYS LIC#039767
CLAD,IN LIKE IN KIND
MATERIALS;DETAILS T.347-276-6093 E.clay@isaac-rae.com
4'-0" tl-'pl TO BE SIMILAR TO
Q 4 EXISTING RAILING Project:
' / m OUTLINE OF Town Harbor Lane
6" 6"
--------------- EXISTING DECK2080 Town Harbor Lane
1 11 FOOTPRINT Southold,New York 11971
93/4" 4'-11" 93/4" fl o (DASHED)
Project No.:
co IR-02
/ F- N Seal/Signature:
PROPOSED ° x RECLAD DECK IN
e C7 -v LIKE IN KIND
RAILINGS TO BE - WDo
REBUILT;TO BE IN o x MATERIALS
LIKE IN KIND N
MATERIALS I ( ! '? cc - gfpREDARC��
Y�I i II ji�ll a FIRST FLOOR MAIN HOUSE EXISTING KNEE WALL
EXISTING NORTH x— — — — `v ----- --------- ------------------T W P
SIDE STEPS TO BE 8'-8" AND RAILING TO IT
l i " REFURBISHED WITH
REFURBISHED WITH IN LIKE IN KIND
LIKE IN KIND _
MATERIALS ;p 8'-103/4" 111/4 MATERIALS; N"r 3sv6T your
ma STRUCTURE MAINTAIN
m NEW FRAMED WALL 9'-10" FOF NE"�
_ 1 CLAD IN SHINGLES, POSSIBLE
HH
TO BE IN LIKE IN
EXISTING KNEE I I III KIND TO EXISTING
WALLSTRUCTURE
ED
TO REMAIN AS A-505.00 Date: Scale:
PossIBLE;REcwD =1 I=1 I I=III °-I 11=111=16'-0 3/a"=1 I I=1 I le" I I I=1 I=1 I I I=1 I =1 I I=1 I =1 =1 1= �1
IN LIKE IN KIND
dMATERIALS 9-0" Drawing Title:
m_ NORTH SIDE STAIR DETAILS
In
of
c3
iTi —
v Drawing No.:
N n NORTH SIDE STAIR ELEVATION 2 n NORTH SIDE STAIR DETAIL PLAN
ce 1/2"=1'_0" I 1/2"=1'-a" A-505 - 00
2080 TOWN HARBOR
EXISTING ACCESSORY STRUCTURES
PAGE-GREEN RESIDENCE ARCHITECTURE
ISAAC-RAE &
20SO TOWN HARBOR I_ANF DESIGN
a
�I illi -
EXISTING EAST SIDE OF MAIN HOUSE,ONE DECK WITH STAIR AND ONE PORCH LANDING
PAGE-GREEN RESIDENCE ARCHITECTURE
ISAAC- RAE &
2080 TOWN HARBOR LANE DESIGN
J
�:1'/L�:•i"...., :}��'fAy�IgNa„ ��► 1 tt�7Mt i �i� , y.
EXISTING EAST SIDE OF •
PAGE-GREEN
• RESIDENCE ARCH ITECTU RE
1 1 • 1
2080 •WN HARBO
f'
L y � . a. a •. --
T�
�'�ldii i r
Ill ��' I ■ t ���.�'�
EXISTING EAST SIDE OF HOUSE,DECK AND DECK STAIR(LEFT)
PAGE-GREEN RESIDENCE ARCHITECTURE
ISAAC-RAE &
2080 TOWN HARBOR LANE DESIGN
,0'
}
ir
s
EXISTING NORTH AND EAST SIDE OF MAIN HOUSE
'PAGE—GREEN RESIDENCE ARCHITECTURE
ISAAC—RAE &
2080 TOWN HARBOR LANE DESIGN
i
s
.a
,�7r'�.•i r rf" •+•�� li .'1• �r �'� fir. - .� , _ � .�^ !
:C • � t�• -r�4 sit �� [ �; '. �• �� .
EXISTING NORTH SIDE PORCH AND STAIR
PAGE-GREEN RESIDENCE ARCH ITECTU RE
ISAAC- RAE
2080 TOWN HARBOR
i
y
'1
1
i
EXISTING LIGHTHOUSE TO BE RESTORED IN KIND
PAGE-GREEN RESIDENCE ARCHITECTURE
ISAAC- RAE &
2080 TOWN HARBOR LANE DESIGN
Moir - M
e.
Wf
�s
t IV 4
1.. � �r . . �.� � ..� y . � ,fir•- - „ . � . .
lot
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ti '•
EXISTING CABANA TO BE.RESTORED IN KIND,VIEW ONE
i
PAGE-GREEN RESIDENCE ARCHITECTURE
ISAAC- RAE &
?nRn TOWN HARRnR I ANF DESIGN
1
.» F
r
I
EXISTING CABANA TO BE RESTORED IN KIND,VIEW TWO
PAGE-GREEN RESIDENCE ARCHITECTURE
ISAAC-RAE &
2080 TOWN HARBOR LANE DESIGN