HomeMy WebLinkAbout52363-Z of souryo`o Town of Southold
* * P.O. Box 1179
53095 Main Rd
xr. Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 46887 Date: 03/08/2026
THIS CERTIFIES that the building As built additions/alterations
Location of Property: 2080 Town Harbor Ln Southold, NY 11971
Sec/Block/Lot: 65.-1-16
Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 08/26/2025
Pursuant to which Building Permit No. 52363 and dated: 10/16/2025
Was issued, and conforms to all of the requirements of the applicable provisions of the law.
The occupancy for which this certificate is issued is:
"As built" alterations, repairs and deck addition to a pre-existing non-sleeping accessory
cabana with no plumbing as applied for.
The certificate is issued to: Topaz Page-Green,Emmanuel Roman
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE: 26-107699 02/26/2026
PLUMBERS CERTIFICATION:
A oriz d ign ture
�OfsouTyo TOWN OF SOUTHOLD
BUILDING DEPARTMENT
`� • .� SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 52363 Date: 10/16/2025
Permission is hereby granted to:
Topaz Page-Green
650 Newport Center Dr
Newport Beach, CA 92660
To:
Legalize alterations to a pre-existing accessory cabana to include window and door replacements,
deck and interior repairs and the removal of all plumbing as per Trustees. Floodplain development
permit is required.
Premises Located at:
2080 Town Harbor Ln, Southold, NY 11971
SCTM#65.4-16
Pursuant to application dated 08/26/2025 and approved by the Building Inspector.
To expire on 10/16/2027.
Contractors:
Required Inspections:
Fees:
As Built Addition/Alteration $861.00
CO-RESIDENTIAL $100.00
Flood Permit $150.00
Total S1,111.00
Building Inspector
Certificate of Compliance
............................................................................................................................................................................................................._............
CERTIFIED ELECTRICAL INSPECTIONS, INC.
188 PARK AVENUE
AMITYVILLE, NY 11701
P: (631) 598-5610
............................................................................................................_..............................................................................................................
CERTIFIES THAT
Upon the application of Upon premises owned by
Isaac-Rae Studio Emmanuel Roman/Topaz-Page,
Green
430 Main Street 2080 Town Harbor Lane `•
Greenport, NY 11944 Southold, NY 11971
Located at: 2080 Town Harbor Lane,
Southold, NY 11971
Application Number#: 26-107699 Certificate#: 26-107699 h.
Electrical License#:
Section: Block: Lot: Building Permit#: 52363
Sa3rda
Described as a Residential occupancy, wherein the premises electrical system consisting of
electrical devices and wiring, described below, located in/on the premises at:
Lighthouse/ Dana
A visual inspection of the premises electrical system, limited to electrical devices and wiring to
the extent detailed herein, was conducted in accordance with the requirements of the applicable
code/or standard promulgated by the State of New York, Department of State Code Enforcement
and Administration, or other authority having jurisdiction, and found to be in compliance therewith
on the 26th day of February 2026
Name QTY
GFCI Circuit Breaker-20 Amp, 120V 2
Incand. Fixture- 15 Amp, 120V 14
Switch - 15 Amp, 120V 8
Duplex Receptacle- 15 Amp, 120V 9
Power Panel - 100 Amp, 240V, 24 Circuit 2
ARC-Fault 20 Amp, 120V 4
GFCI Duplex Receptacle- 15 Amp, 120 V 2
Electrical Inspector: Anthony Giordano
^�APPROVEDjo
��,�•: °ems° iy`�
oe souryOlo
# # TOWN OF SOUTHOLD. BUILDING DEPT.
coum, 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR {XIRO GH PLBG.
FOUNDATION 2ND [ LATION/CAULLKIING
FRAMING / STRAPPING [ L
[ ] FIREPLACE. & CHIMNEY [. ] ,-FIRE SAFETY INSPECTION '
[ .] FIRE RESISTANT CONSTRUCTION [ ] _FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: ✓�C/
DATE INSPECTOR
pF SO(¢ho�
# # TOWN OF SOUTHOLD BUILDING DEPT.
'oum, 631-765-1802
�V7b)
INSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I LATTION/CAULKING
[ ] FRAMING /STRAPPING [ 'FINAL C-4WI - AX
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
DATE INSPECTO
pF SOUTyoI
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G • Q
Southold,NY 11971-0959 �0
�y�DUNTY,�c�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
STOP WORK ORDER
TO: Topaz Page-Green & Emmanuel Roman
650 Newport Center Drive
Newport Beach, California 92660
YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT:
2080 Town Harbor Lane, Southold, New York
TAX MAP NUMBER: 1000-65.-1-16
Pursuant to Section § 144-8 A(1)of the Town of Southold Code, you are hereby notified
to immediately suspend all work until this order has been rescinded.
BASIS OF STOP WORK ORDER:
Construction on bathhouse and lighthouse without first obtaining building
permits.
CONDITIONS UNDER WHICH WORK MAY BE RESUMED:
When the Zonina Board of Appeals has aranted a variance, a Trustees permit has
been issued and Buildina Permits have been issued.
FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY WITH
THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN OFFENSE
PUNISHABLE BY FINE IMPRISONMENT OR BOTH.
DATE: 8/8/2025
OTH
hn J ski
No Buildi g Insp ctor
IT SHALL BE UNLAWFUL TO REMON TIC WITH UT WRITTEN
CONSENT OF THE ISSUING AGENC
FIELD INSPECTION REPORT DATE COMMENTS
- ------- -------
FOUNDATION (IST)
-----------
--------------------------------------- -------- --------
I,OUNDATION (2ND)
o
O
ROUGH FRAMING &
PLUMBING ........-------
INSULATION PER N. Y.
STATE ENERGY CODE
Aft,
- -rrjp-
frW
FINAL
ADDITIONAL COMMENTS
............
P-1-nn A 0
of e-r-4y t c- e r4 V-e-e clrn
-------------- --------- .. ......
-------------------
GCD"\ fir/ ka-ly)q
o§OgUFFO o� TOWN OF SOUTHOLD—BUILDING DEPARTMENT
x Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959
Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownnygLov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only '°
PERMIT NO. 5�3 Building Inspector: AUG 2 6 2025 �
Applications and forms must be filled out in their entirety. Incomplete Building Depallmeanl
applications will not be accepted. Where the Applicant is not the owner,an Fovyn o,i ,� $l.?old
Owner's Authorization form(Page 2)shall be completed..
Date:August 25 2025
OWNER(S).OF PROPERTY:
Name.Topaz Page Green_ SCTM#1000-65.1-16
Project Address:2080 Town Harbor Lane Southold NY 11971
Phone#: 646-275-2447 Email:margot@isaac-rae.com
Mailing Address:2080 Town Harbor Lane Southold NY 11971
CONTACT PERSON:
NamesMargot Coffey, Isaac-Rae —-----........
__.._._..,._-.r.__.
Mailing Address 430 Main Street, 2nd Floor, Greenport.NY 11944r
Phone#:646-275-2447 Email:mar of Isaac-rae,.com=.
DESIGN PROFESSIONAL INFORMATION:
Name:Margot Coffey,:Clay Coffey, Isaac Rae Studio„�r
Mailing address 430_ Main Street. Floor Greenport NY 11944 n m_
Phone#:646-275-2447 Email:margot@isaac-rae.com, clay@isaac-rae.com
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition []Alteration ®_Repair ❑Demolition Estimated Cost of Project:
❑Other PuS ��� a—(+5 —Pcc C%'Ibtunq $25000
Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No
PROJECT IS TO REPAIR EXISTING BEACH CABANA AND LIGHT HOUSE.UPDATE ELECTRICAL WIRING AND INTERIOR FINISHES
1 t
PROPERTY INFORMATION
Existing use of property:sin le famil residence Intended use of property.sin le mil residence
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R-40 - _... ... _._.. _- ___ __.._ ,,__-_ this property? ❑Yes ®No IF YES, PROVIDE A COPY.
B Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code: APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable.Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,,
housing code and regulations and to admit authorized Inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print n !):Clay G e BAuthorized Agent ❑Owner
Signature of Applicant: Date:
CONNIE D.BUNCH
STATE OF NEW YORK) Notary Public,State of New York
SS: No.01 BU6185050
Qualified in Suffolk County
COUNTY OF c�ii
Commission Expires April 14,20
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the A,i,e�
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
d� day of 20
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
jopaz Page-Green residing at 2080 Town Harbor Lane Southold NY 11971
Clay Coffey and Margot Coffey, Isaac-Rae Studio
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
TOWN OF SOUTHOLD—BUILDING DEPARTMENT? I i L
i Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11;971-0959 '#
y�o a°erg Telephone(631)765-1802 https://www.soLitholdtownny.go� y 4 NOV 1 4 20'25
Floodplain Development Permit Application`" '� �` s".'' `�° 't
PROPERTY.INFORMATION. Flood Zone:Ve-$ FIRM Pane1:360813 SCTM#1000-65-01-16.
Address:2080 Town Harbor Lane
city: Southold zip:11971
CONTACT PERSON; Name:clay Coffey Phone#:347-276-6093
Mailing Address: 430 main street greenport ny 11944
PROJECT,DESCRIPTION:., repair of existing structure
SECTION A:STRUCTURALDEVELOPMENT,(CHECK ALL THAT APPLY)
._ ,,,...Type.6f Structure • Type of Structural Activity _ -
R Residential(1 to 4 families) ❑New structure
❑Residential(more than 4 families) ❑Demolition of existing stricture
❑ Combined use ❑Replacement of existing structure
❑Non-residential ❑ Relocation of existing structure
❑ Elevated ❑Addition to existing structure
❑ Flood proofed(attach certification) 9 Alteration to existing structure
❑Manufactured Home ❑ Other: repair to existing beach cabanan. ff.elevation 7.8'
❑Located on individual lot
❑ Located in manufactured home park
;SECTION,13:OTHER'DEVELOPMENT{.CHECK ALL:THAT,APPLY)
❑ Clearing of trees,vegetation or debris ❑ Mining ❑ Grading ❑ Drilling ❑ Dredging
❑ Connection to public utilities or services ❑ Paving ❑ Placement of fill material
❑ Drainage improvement(including culvert work) ❑ Roadway or bridge construction
❑ Fence or wall construction ❑Watercourse alteration (attach description)
❑ Excavation(not related to a structured development) ❑Other development not listed (specify):
By signing below.)"agree to the terms and conditions,of this permit and certify to the besf ofmy knowledge the information contained
,.
:.
:in'this application'is true and-accurate I understand•that`no:work may stzirt.unti. a?permit is`jssued.The.perrriit maybe revoked if,any ry
false statements are made'herel .if revoked;all work.must cease,until,permit is re=issued.Development shall'not_be�used or occupied
until a Cert.of Compliance is;issued,'The'permit will;expire,if no work.is.commenced within.onevear of issuance::Other peemits,may be
required"to,fulfill regulatory requirements.Applicant`gives consentto local:authorrty or.rLapr.`ese'ntative to enakereasonable inspections.,
to verify compliance:
Application Submitted By(pri name):isaa cl Coffey
Signature of Applicant: Date) 1/13/2025
I Ill.bffilvh_�_441;111
'ME1-' 1' 1 -pl%i /l"Z l 6 ?Ito, a> i� - ,, T i• '`
rJ�•_ ^rya^icuaxx�z. ur�sasaovxusr .sss^ sv;ssx: _ �Yzvsua �ir�r �vcarsa¢ �s•� ezrcaz�a�
E BOARD OF SOUTHOLD TOWN TRUSTEES
SOUTHOLD,NEW YORK
PERMIT NO. 10648 DATE: SEPTEMBER 18,2024 f°
.Fr
1
ISSUED TO: TOPAZ PAGE-GREEN &EMMANUEL ROMAN
PROPERTY ADDRESS: 2080 TOWN HARBOR LANE, SOUTHOLD
SCTM# 1000-65-1-16
J
AUTHORIZATION
' Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in
accordance with the Resolution of the Board of Trustees adopted at the meeting held on November 13,2024, ;. c
and in consideration of application fee in the sum of$2,500.00 paid by Topaz Page-Green&Emmanuel Roman J
a5 and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees
q authorizes and permits the following:
s
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; r-
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;with the conditions that cabana become a dry storage structure on
it beach with no water or plumbing; deck surrounding the dry storage structure be
constructed with thru-flow decking; platforms associated with the stairs not to exceed
y 100 sq.ft. in size; and establish and perpetually maintain a 15' vegetated non-turf
buffer landward of the top of bank; and as depicted on the site plan prepared by Isaac
Rae, received on October 31,2024, and stamped approved on November 20,2024.
r r�� IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, ;
and these presents to be subscribed by a majority of the said Board as of the day and year written above.
A Y4kt
o � f r•
.•L� •
_ „4`3u' ,•23d�Ti61&".r�l.�i',`a.�aCf,':2S6Yi,R.'Sx,'�"ftiiS+l�ffiB338�S�fdL,`�"'"'.••,.•"`�GRixbSG'f� j1 •
Glenn Goldsmith,President `aa``�� (/�• Town Hall Annex
�� 54375 Route 25
Nicholas Krupski,Vice President
P.O.Box 1179
Eric Sepenoski Southold,New York 11971
Liz Gillooly G �' Telephone(631) 7654892
Joseph Finora0. y4 ' Fax(631) 765-6641
s
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD F E B 9 2026 ..,3
CERTIFICATE OF COMPLIANCE
#2350 C. Date: Januar 13,2026
THIS CERTIFIES that repai`rs`corisistig ofreplacemeni,6f
windows and doors,in=place•replacement of existing seaward side deck-railings and stairs with slightly
larger-deck reconstruction,of existing east porch'�landing: irs raiim and sta m=place reconstruction of
ex►stmg'norih porch 1and�ng �ra�hn�and stairs to'place repair of interior=and extenorex�sting 152'sq:ft
lighthouse where necessary replacement of roof shm Wes siding w ndows'and doors on existing
184sq;ft beach caFiana wr'th arr'oritaivor stivw r acid r+e lacerrrent rrr place aria rM-kim;.exrsfln-Am=_
wood,platfo""rm'withstepsdown to'a,partially cantilevered=wood deck wtthsteps to�beach;`with the:
conditions tl"atcabana become a'd storage structure.on beach.with no water or.pl'umbing, deck:
surrounding the d storage structure be constructed"with thiru floiw%'decking_platforms a"ssociated wrth'the
stairs not`to exceed 100''sq ft.in size:and establishment of a 15' vegetated"non=turf Duffer landward of t}e
top of bank,
At2080 Town 4HarborLane.'Southold
Suffolk County Tax Map#1000-'65-1-16
Conforms to the application for a Trustees Permit heretofore filed in this
office Dated June 28.2024 pursuant to which Trustees Wetland.Permit#10648
Dated Seutem6er'18 2624,was issued and conforms to all of the
requirements and conditions of the applicable provisions of law. The.project
beingfor which this certificate is issued is for the-existmit'2 '/x story dwelling,repairs',.
consisting of replace grit of w n'dows and doors in place:replacement of existing seaward side deck:
railings and stairs with slrghtly16ger,-deck reconstTuct►on':of existin east'porch'aandina,railing andatairs:
in=place•reconstruction of existm rig, orih porch landin , diot666ir6f interior<and,
exterior existin"g 152sg':fl Lihtliouse=where-necessary•replacement`of roof shin Ies siding windows and
doors:on:existin 1g_ 84sq ft.:beach:cabanawith ari outdoor shower;andxeplacemeni iir=place_and. n-kind
existing under wood platform with steps down to a;part�ally cantilevered wood:deck with steps.to beach;
with the conditions that cabana become a d,ry storage structure`'on`beach'with iv Writer or phi q .�a deck:
surrounding the tlry storage structurebe..constructed with`tliru=flow:'decking;plafforms associated with the
fairs h6t to exceed 1OOac ft. irrsize• and establishment of.'a 15'vegetated n'on=turf buffer Iandward of the.
top of bank.
The certificate is issued to TOPAZ PAGE-GREEN&EMMAN.UEL ROMAN.owners of the aforesaid
"property.
Authorized Signature
Scott A. Russell n.., ,,,
�T�O�]E�I��IC\OVA\�C'lE][�
SUPERVISOR MANAGEMENT
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEWYORK 11971 Town of Southold
CHAPTER 236' - STORMWATER MANAGEMENT REFERRAL FORM
FF1 ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
APPLICANT:ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER ) �II
IIIContractor Other)
III (Property Owner, Design Professional, Agent, 'II
NAME: M Date:
C�cJT III A� CoFFE`�
Urytne�w
Contact Information: t� 6 I s —fag ,te{�'I Z 2y l(17
III (C Mad&Tderimnr Numhu) I
III rn
III
Property Address / Location of Construction Site:III O Iil Z080r6vJrJ ► eBC2 LANF_ S.C.T.M. #: 100
IDistrict
6s / Ib
�E Section Block Lot III
TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DIrPARTMENT !�I
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Area of Disturbance is less than I Acre. No S.P.D.E.S:Permit is Required! '
III ❑ - Project does Not Discharge to Waters of the State. Ni)S.P.U.I;.S. PL.i'n!it is Iteciuu•ed i IiI
IiI
I� ❑ - Area of Disturbance is Greater than l Aei•e&Storm water Runoff Discharges Directly
II� to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit
IIIDIRECTLY From N.Y.S. D.E.C.Prior to Issuance or a Building Permit. II
❑ - Area of Disturbance is Greater than I Acre I Storm-water Runoff Flows Through Southold
Towns MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN i
III a S P D E S Permit through the Southold Town Engineering Department iI
III Prior to Issuance of a Building Permit. III
i
�II Reviewed By: _ _ , Date:
Fr1R M -,rnq(lrfnhrr go i Q
� U y V e ��
Rc)oj
APPROVED AS NOTED
COMPLY WITH ALL CODES OF DATE: 1 b B.P.# 5a 31 3
NEW YORK STATE&TOWN CODES
AS REQUIRED AND CONDITIONS OF FE I 0-0 BY
Splp' OLM ZM NOTIFY BUILDING DEPARTMENT AT
\ SOUMTOWN WHGeOM0 631-765-1802 8AM TO 4PM FOR THE
# SOMUMV00 q-19-Zj FOLLOWING INSPECTIONS:
\ N.YS.DEC FOUNDATION-TWO REQUIRED
FOR POURED CONCRETE
MOLD MPG ROUGH-FRAMING&PLUMBING
SCHD INSULATION
FINAL-CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ELECTRICAL ALL CONSTRUCTION SHALL MEET THE
INSPECTION REQUIRED REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS
Additional
Certification
May Be Required.
FLOOD ZONH VET_
COMPLY WITH CHAPTER 1146"
FLOOD DAMAGE PREVENTION
SOUTHOLD' TOWN dODF—
Provide windborne debris
protection for new exterior
glazing on buildings as per
WS Code.
LL
. .� 7T - - V'
NOTES
2080 TOWN HA" RBOOFmmim� LANE
DRAWING ISSUE
SOUTHOLD, NY 11971
N0. DATE ISSUED FOR
1 6/19/2024 TRUSTEES FILING
SCTM# 1000-065.00-01 .00-016.000 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION SHEET LIST 2 8/21/2025 CABANA& LIGHTHOUSE SUBMITTAL
3 10/10/2025 CABANA& LIGHTHOUSE REVISIONS
�'VV�'TP 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&2018 IBC REQUIREMENTS,AND THE BEST TRADE PRACTICES. SHEET # SHEET NAME 5
2.CONTRACTOR SHALL BE HELD TO HAVE VISITED AND EXAMINED THE PROJECT SITE BEFORE 6
STM (1000-65-1-16), ZONED R410 SUBMITTING HIS PROPOSAL SO AS TO FULLY UNDERSTAND ALL EXISTING CONDITIONS RELATING TO THIS
7
SOUTHOLD TOWN, SUFFOLK (COUNTY, NY SITE PLAN BASED ON SURVEY BY NATHAN TAFTCORWIN III DATED 12/22/2023 WORK. THE NATURE AND SCOPE THEREOF AND THE FEATURES AND DIFFICULTIES THAT WILL AFFECT ITS
EXECUTION. NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA AND/OR MATERIALS REQUIRED OR FOR T-000 COVER SHEET 8
INFORMATION ALLOWED EXISTING PROPOSED DIFFICULTIES WHICH WOULD HAVE BEEN FORESEEN HAD THE REQUIRED INSPECTIONS BEEN MADE. THE 9
CONTRACTOR SHALL TAKE ALL NECESSARY MEASUREMENTS FOR HIS WORK AT THE SITE. VERIFY ALL T-002 GENERAL NOTES 10
77,060 SF - CONDITIONS
ONDI O TS AND REPORT ANY DISCREPANCY IN DIMENSIONS OR EXISTING CONDITIONS TO THE T-003 GENERAL STRUCTURAL NOTES 11
LOT AREA
12
3.THE CONTRACTOR SHALL NOT COMMENCE WORK UNTIL A KICK OFF MEETING HAS BEEN HELD AT THE
LOT DEPTH (FT) - 319' - 7 1/4" - PROJECT SITE WITH THE OWNER AND ARCHITECT.THE A-104.00 EXISTING CABANA PLAN
PURPOSE OF THIS MEETING IS TO REVIEW THE PLANNED WORK AND TO ENSURE THAT THE WORK IS
232' - 18" DONE IN ACCORDANCE WITH THE APPROVED PLANS. A-1 04.10 PROPOSED CABANA PLAN Revisions
LOT WIDTH (FT) - 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-204.00 EXISTING CABANA EXTERIOR ELEVATIONS Number Revision Description Revision Date
LOT AREA BUILDABLE (MINUS EASEMENT) 25,251 SF REQUIRED BY GOVERNING NEW YORK CITY AGENCIES.
5.THE CONTRACTOR SHALL NOT DEVIATE FROM THE APPROVED CONSTRUCTION DOCUMENTS.THE A-204.10 PROPOSED CABANA EXTERIOR
MIN. FRONT YARD (FT) 50' 77' 77' THOATTHE WORK HASACTOR IS IALTD RED THAT
WIT OHIS OURK T PRIOR WRITTEN APPROVAN FROM THE ARCHITECT.Y POINT IT HAS BEEN ETERMINED A-105.00 EXISTING 'LIGHTHOUSE PLAN & INTERIOR 1 Revision 1 Date 1
6.THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, OBTAIN PERMITS AND ERECT TEMPORARY ELEVATIONS
N MIN. SIDE YARD (FT) 15' 35' 35' - 10" 35' - 1 011 CONSTRUCTION AS NECESSARY TO SAFEGUARD PERSONS AND PROPERTY. ALL MACHINERY, TOOLS,
V SERVICE LINES AND CONDUITS SHALL BE GUARDED, SHIELDED OR BARRICADED TO PROVIDE SAFETY A-105.10 PROPOSED LIGHTHOUSE PLAN & INTERIOR
a MIN. REAR YARD (FT) 100, 113' - 5" 113' - 5" AND TO PREVENT CONTACT WITH PUBLIC.
pp 7.THE CONTRACTOR SHALL MAINTAIN STRUCTURAL INTEGRITY OF ADJOINING WALLS, GROUNDS AND ELEVATIONS
PROPERTY AND PROTECT THE SAME FROM INJURY
N MIN. ACCESSORY SIDE YARD (FT) 20' - - 8.CONTRACTOR SHALL DETERMINE LOCATION, PROTECT AND SAFEGUARD ALL UTILITIES ON AND A-205.00 LIGHTHOUSE EXTERIOR ELEVATIONS
ADJACENT TO SITE.
MIN. ACCESSORY REAR YARD (FT) 20' - - 9.THE CONTRACTOR SHALL REPAIR AT HIS OWN COST ALL EXISTING MATERIAL OR EQUIPMENT DAMAGED F7A-501 .00 r CABANA STD`.:R PLAN AND DETAILS
AS A RESULT OF CONSTRUCTION FOR THIS WORK.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOB SITE CLEAR OF TRASH AND DEBRIS AT THIS APPLICATION IS APPROVED ONLY FOR WORK
ALLOWABLE COVERAGE (20%) 5,050 SF - - ALL TIMES AND FOR THE REMOVAL OF ALL CONSTRUCTION DEBRIS FROM THE SITE PRIOR TO FINAL INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL
COMPLETION. OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR
11. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION SCOPE OF WORK PROPOSED IN THIS FILING: TO BE CONSIDERED AS EITHER BEING APPROVED OR IN
- TOTAL EXISTING COVERAGE - 11 ,266 SF - OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. REPAIR EXISTING CABANA ACCORDANCE WITH APPLICABLE CODES.
TOTAL PROPOSED COVERAGIE - - 13,654 SF 12.THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL REPAIR EXISTING LIGHTHOUSE
AUTHORITIES.
13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND
ALLOWABLE GROSS FLOOR AREA (GFA) 6,953 SF - - MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA.THE CONTRACTOR SHALL DESIGN AND
INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS. THE
CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR Consultants:
TOTAL EXISTING GROSS FLOOR AREA - 5,290 SF - DURING THE EXECUTION OF THE WORK.
Surveyor:
14.THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL PROVIDE ALL DIMENSIONS REQUIRED Nathan Taft Corwin II I
EXISTING GFA GROUND FLOOR - 2, 717 SF - FOR OTHER TRADES (SPRINKLER, MECHANICAL, PLUMBING, ELECTRICAL, ETC.).
15.SPRINKLER, MECHANICAL, PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS Land Surveyor
EXISTING GFA SECOND FLOOR - 1 ,487 SF _ LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN- P.O. BOX 16
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 - - 2,812 SF OF ACCEPTANCE BY THE OWNER AGAINST ALL DEFECTS IN
MATERIAL AND/OR WORKMANSHIP.THE IS GUARANTEE SHALL BE SUBMITTED IN WRITING BY THE
PROPOSED GFA SECOND FLOOR - - 1 ,487 SF CONTRACTOR TO THE OWNER.
19.THE CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH THE HIGHEST DEGREE OF
SKILL, QUALITY AND COMPLETENESS.
PROPOSED GFA THIRD FLOOR - - 1,086 SF 20.THE CONTRACTOR, UPON COMPLETION OF THE WORK, SHALL ARRANGE FOR DEPARTMENT OF
BUILDINGS INSPECTIONS AND SIGNOFFS AS REQUIRED.
ALLOWABLE BUILDING HEIGHHT (FT) 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 (FT) - - EXISTING TO F1MAIN 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
All lots up to 80,000 square•feet of lot area 5,100 sauare feet plus 5%of the lot area in excess of 40,000 square feet up to a total of 7,100 square feet minimum 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
- 1.EGRESS.AT ALL 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
2.FIRE SAFETY.ALL NECESSARY LAWS AND CONTROLS, INCLUDING THOSE WITH RESPECT TO OCCUPIED 1 SECTION NUMBER DOOR NUMBER
DWELLINGS, AS WELL AS ADDITIONAL SAFETY MEASURES NECESSITATED BY THE CONSTRUCTION SHALL sl - SHEET NUMBER 0 - (SEE DOOR SCHEDULE) Greenport NY 11944
BE STRICTLY OBSERVED. Contact: Isaac Clay Coffey R.A.
3.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 1 WINDOW NUMBER
FACILITIES,AND LIMITATION OF NOISE TO ACCEPTABLE LEVELS SHALL BE INCLUDED. i - DETAIL INDICATOR - (SEE WINDOW SCHEDULE) i T. 347-276-6093 E. clay@Isaac-rae.com
3.1.THERE SHALL BE INCLUDED A STATEMENT OF COMPLIANCE WITH APPLICABLE PROVISIONS OF LAW .r
RELATING TO LEAD AND ASBESTOS, AND SUCH STATEMENT SHALL DESCRIBE WITH PARTICULARITY WHAT
MEANS AND METHODS ARE BEING UNDERTAKEN TO MEET SUCH COMPLIANCE. Project:
4.COMPLIANCE WITH HOUSING STANDARDS.THE REQUIREMENTS OF THE NEW YORK CITY HOUSING 1 _ SHEET DETAIL
-{ 1 J _ COLUMN NUMBER
MAINTENANCE CODE, AND,WHERE APPLICABLE, THE NEW YORK STATE MULTIPLE DWELLING LAW SHALL sl sHEETNUMBER \\�.,J1 Town Harbor Lane
BE STRICTLY OBSERVED.
5.STRUCTURAL SAFETY. NO STRUCTURAL WORK SHALL BE DONE THAT MAY ENDANGER THE SITE OR - 2080 Town Harbor Lane
CONTRACTED WORKERS 1 1- DETAIL CLOUD MARKER { - REVISION CLOUD MARKER
6.NOISE RESTRICTIONS.WHERE HOURS OF THE DAY OR THE DAYS OF THE WEEK IN WHICH `- 'l Southold, New York 11971
CONSTRUCTION WORK MAY BE UNDERTAKEN ARE LIMITED MONDAY-FRIDAY 7 AM TO 5PM EXCEPT
FEDERAL HOLIDAYS +u.0 Project No.:
LINE INDICATING
7.MAINTAINING ESSENTIAL SERVICES.WHERE HEAT, HOT WATER, COLD WATER, GAS, ELECTRICITY, OR _ LEVEL INDICATION ^---- - OBJECTS ABOVE IR-02
OTHER UTILITY SERVICES ARE PROVIDED IN SUCH BUILDING OR IN ANY DWELLING UNIT LOCATED +00 Note:[0'-0"]=+
THEREIN, THE SITE ANC CONSTRUCTION PROTECTION PLAN SHALL SPECIFY THE MEANS AND METHODS ' _ LINE INDICATING Seal/Signature:
TO BE USED FOR MAINTAINING SUCH SERVICES DURING SUCH WORK IN ACCORDANCE WITH THE OBJECTS BELOW
REQUIREMENTS OF SOUTHOLD TOWN &SUFFOLK COUNTY. IF A DISRUPTION OF ANY SUCH SERVICE IS
ANTICIPATED DURING THE WORK, THEN SUCH PLAN SHALL SPECIFY THE ANTICIPATED DURATION OF U1 - WALL TYPE A -- CABINET MARKER
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.
W0 G s Y CO / C?
ABBREVIATIONS
AFF ABOVE FINISHED FLOOR CL. CLOSET EL. ELEVATION B.O. BY OTHERS/OWNER LAM. LAMINATE N.I.C. NOT IN CONTRACT R.A. RETURN AIR TEL. TELEPHONE N� 397g't eC?4�
A.P. ACCESS PANEL COL. COLUMN EMER. EMERGENCY GL. GLASS LV. LOW VOLTAGE NO. NUMBER REV. REVISE/REVISION T.B.D. TO BE DETERMINED J'F
ACOUS. ACOUSTICAL CONC. CONCRETE EQ. EQUAL GIRL GRILLE MATL MATERIAL O,C. ON CENTER R.O. ROUGH OPENING TYP, TYPICAL OF t4
ADJ. ADJACENT CONST. CONSTRUCTION
EQPT. EQUIPMENT GFI, GROUND FAULT INTER, MAX. MAXIMUM OPNG OPENING SCHED. SCHEDULE U.O.N. UNLESS €' ; n
A/C AIR CONDITIONING CONT, CONTINUOUS EXIST. EXISTING GWB GYPSUM WALLBOARD MECH. MECHANICAL OPP./OPH OPPOSITE/OPPOSITE HAND SECT, SECTION OTHERWISE
AL. ALUMINUM DTL. DETAIL EXT. EXTERIOR HNDRL. HANDRAIL MTL. METAL PTD. PAINTED SHT. SHEET NOTED _•.,_,,,
APPROX. APPROXIMATE DIM. DIMENSION FIN FINISH HDWD. HARDWOOD MIN. MINIMUM PARTN. PARTITION SIM. SIMILAR V.I.F. VERIFY IN FIELD 4Id
ARCH. ARCHITECTURAL DR. DOOR FIN.FL. FINISH FLOOR HVAC HEATING,
VENT.&A/C: MISC. MISCELLANEOUS PL PLASTER SC SOLID CORE VT/VCT
BLKG BLOCKING DBL DOUBLE FPRF. FIREPROOF H.M. HOLLOW METAL MLDG. MOLDING PLYWD.,PLY PLYWOOD SQ.FT. SQUARE FOOT VINYL
ON, DOWN MTD. MOUNTED POS. POINT OF SERVICE COMPOSITION TILE Date: Scale:
_ CLG. CEILING S.C. SELF-CLOSING HORIZ. HORIZONTAL S.STL. STAINLESS STEEL AS NOTED
C.H. CEILING HEIGHT DWG. DRAWING IN INCHES MUL MULLION QTY. QUANTITY W/O WITHOUT Drawing Title:
FL, FLOOR STD. STANDARD
d W/ WITH
CL. CENTER LINE EA. EACH NOM. NOMINAL REC, RECESSED STL. STEEL
r C.T. CERAMIC TILE ELEC. ELECTRIC/ELECTRICAL FLUOR FLUORESCENT INSUL. INSULATION FT. FOOT/FEET J.B. JUNCTION BOX N.A. NOT APPLICABLE REQ'D REQUIRED STOR. STORAGE WD. WOOD COVER SHEET
T
L /
N
Ln Drawing No.:
N
O
N
0) AV U
O
Ilk A
U in I
77
� I �
NOTES
GENERAL NOTES :
PI AM r.QKITFNITC-
• OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL DRAWING ISSUE
- CONSTRUCTION NOTES: WIND FRAMING NOTES ROOF FRAMING:
1).The information within this set of construction documents is related to basic design 1).RIDGE-TO-RAFTER ASSEMBLY: NAIL NAIL BUILDING USE SINGLE FAMILY RESIDENTIAL DWELLING ND. DATE ISSUED FOR
intent and framin details.The are intended as a construction aid,not a substitute 1-1l4'x 20 au a stra shall be attached to each air of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES SEE ELEVATIONS) 1 fins/zoza TRUSTEES FILING
9 Y 9 9 P e ON. SPACING BUILDING HEIGHT ( 2 8/21/2025 CABANA&LIGHTHOUSE SUBMITTAL
for generally accepted good building practice and compliance with current New York When a collar tie is used in lee of n ridge strap,the number of number
common nails required RAFTER TO 9'WALL: Ed COMMON EACH TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) 3 10/10/2025 CABANA&LIGHTHOUSE REVISIONS
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. TOENAIL
construction details and procedures to ensure a professionally finished,structural) TOP PLATE 10'WALL:4 Ed COMMON RAFTER 4
P P Y Y THE 2020 INTERNATIONAL RESIDENTIAL CODE w/2020 NEW YORK STATE
sound and a weatherproof completed product. 2).RAFTER-TO-WALL ASSEMBLY: CEILINGJOIBT 8'WALL:3-Btl COMMON EACH DESIGN CRITERIA 8
TO TOP PLATE 10'WALL: COMMON JOIST Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL SUPPLEMENT:
B
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 7
meets current federal,state,county and local codes,ordinances and regulations,etc. or trusses shall be attached to the wall tap plate and the wall top plate shall be attached to PARALLEL RAFTER WFCM-SBC LAP NAIL (LIVE LOADS PSF) (DEAD LOADS PSF 8
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 B
CEILING
should be adhered to even if in variance with the plan. shall be connected with uplift connections in accordance with table 3.3c. OVERJOIST APB AS PER TABLE a] Faces FACE BALCONIES 50 10 30
OVER PARTITION WFCM-SBC LAP NAIL DECKS 40 1 11
3).Dimensions shall take precedent over scaled drawings. 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE ASPERTABLE3.4 EACH FACE ATTICS w/o STORAGE 20 1.2
(DO NOT SCALE DRAWINGS). Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-sac END NAIL
accordance with table 3.3b.When wall studs above do not fall in line With studs below,the BLOCKING EACH TOE DESIGN LOAD CALCULATIONS ROOF GROUND SNOW LOAD) 20 15 Revisions
4). he 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 ATTICS w/STORACF 10
TO RAFTER 2-Bd COMMON END NAIL
responsibility for construction coordinating with these plans,nor responsibility for accordance with table 3.3. RIM eoaflD EACH END ROOMS(OTHER THAN SLEEPING) 40 10 Revision
construction means,methods,techniques,sequences,or procedures,or for safety 2-16d COMMON Numher Revision Descri a
precautions and programs in connection With the work.There are no warranties for a 4).WALL ASSEMBLY TO FOUNDATION: To RAFTER END NAIL ROOMS(SLEEPING) 30 10 p ion Revision Date
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 100 10
connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: GAURDRA 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 NOTES (DESIGNED FOR CAT.C)
the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the OTY. SPACING EXPOSURE CATAGORY
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 2.16d COMMON FOOT SEE NOTE'1 ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATES AT JOINTS FACE
7).The General Contractor is to consult with the owner for all built-in items 4-Hid COMMON NAILING SCHEDULE SEE GENERAL NOTE PAGE
such as bookcases,shelving,pantry,closets,trims,etc. T TYPE I EXTERIOR SHEARWALL CONNECTIONS: INTERSECTIONS EA.SIDE NAIL
Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior sru0ro za• FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
8).130 MPH Wind load requirements shall be taken into account during construction. attached with 8d common nails at 6"D.C.at the panel edges and 12"D.C.in the field,and STUD 2-16tl COMMON O.C. NAIL FIRE PROTECTION ym"
1/2 inch gypsum wallboard On the interior attached with 5d cooler nails at 7"D.C.at panel SMOKE&CO2 DETECTORS ® SEE FLOOR PLANS THIS APPLICATION IS APPROVED ONLY FOR WORK
HEADER TO 16'O.C. FACE
edges and 10"D.C.in the field shall be in accordance with the length requirements specified 160 COMMON INDICATED MON ATTERS
SHOWN
ARE
ION NOT TO
BE CATION SHEET,ALL
FOUNDATION NOTES: in table 3.15a-b. HEADER ALONG EDGES NAIL TRUSS DESIGN NA-STANDARD STICK FRAME CONSTRUCTION OTHER MATTERSSHOWNARENOTTOBEREUEDUPON,OR
1).The General Contractor and Mason to review plans,elevations,details and notes to TOP OR BOTTOM 2-16dCOMMON PER-STUD ENO TO BE CONSIDERED AS EITHER BEING APPROVED OR IN
determine intended heights of finished floor(s)above typical grade. 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS:
PLATE TO STUD 3-16d COMMON PER 2r6STUD NAIL ENERGY CALCULATIONS RESCHECK ACCORDANCE WITH APPLICABLE CODES.
Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: CLIMATIC 8 GEOGRAPHIC DESIGN CRITERIA
2).All footings to rest on undisturbed(virgin)soil. PER FACE NAIL
length adjustment factors in table 3.16. FLOOR JOISTJOIST.BAND BLOCKING 2-16tlCOMMON FOOT SEE NOTE:1,2 GROUN WIND SEISMIC FROST
WINTE ICESHIELD
3).Provide ma expansion joint material between unheated slabs and abutting END JOIST OR BLOCKING SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIG UNDERLAYMEN FLOOD
concrete or masonry walls occuring in exterior or unheated interior areas. 7).INTERIOR SHEARWALL CONNECTIONS: LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS Consultants:
- Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when FLOOR FRAMING'
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 Surveyor:
be installed with#5 re-bar,16"long at 12"D.C..Use approved epoxy for installation. 2.4.4.2 and 2.2.4 respectively. JOINT DESCRIPTION CITY SPACING NOTES 20 LBS. 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 YES NONE Nathan Taft Corwin I I I
5).Unless otherwise noted,all slabs on grade to be 4,000 p.s.i..Concrete to be 5 JOIST TO: PER TOE Land Surveyor
poured s 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 8•CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4-W COMMON
SILL,TOP PLATE OR GIRDER JOIST NAIL P.Q.BOX 16
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Header and/or girder connections shall a attached with uplift connections in accordance NOTE: James port,New York 11947
P ty with table 3.5.Window sill plates shall be have steel connectors in accordance with table BRIDGING 2-Ed COMMON EACH END TOE CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS.MINIMUM 3000#CAPACITY P
6"maximum lifts(layers). TodolsT END NAIL
6).Crawl spaces to be provided With a minimum 18"x24"access opening.Install one 9).CATHEDRAL CEILING ASSEMBLY: BLOCKING EACH TOE
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 TOJOIST 2-etl COMMON 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 REOUIflEMENTS FOR WIND LOAOB:
7).Dampproof exterior of foundation with bituminous coating as required by current along the open ceiling part of the building.Connections to the ridge and wall shall be be SILL OR TOP PLATE 3-16d COMMON BLOCK NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIA E
N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over attached with the above requirements. AT PANEL EDGES SUPPORTS IN THE PANEL FIE D ROTES
the below rode portion of exterior walls prior t0 backfillin . LEDGER STRIP EACH FACE 4'PERIMETER EDGE ZONE 8d COMMON @ 6"0. . 8d COMMON @ 6"O.C. She ROTEs:+.a
g P P 9 TO BEAM 3-16d COMMON JOIST NAIL
INSULATION
8).Drainage as required by current N.Y.S.Residential Construction Cade. JOIST ON LEDGER PER TO INTERIOR ZONE 8d COMMON @ 6"0. 8d COMMON @ 12"O.C. NOTES 11-
1. INSULATION TO MEET OR EXCEED NYS ECCC 2016 ENERGY CODE TO BEAM aISo COMMON JOIST NAIL E:a FOR RAVEL FIELD
FRAMING NOTES 2. INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED IN HER'S RATING BAND JOIST PER END GABLE ENDWALL RAKE AND RAKE TRU 18d COMMON @ 4"0. . 8d COMMON @ 4"O.C.
3. VAULTED CEILINGS INSULATED TO R45 OR GREATER TOJOIST 3-16d COMMON JOIST NAIL
4. ABOVE GRADE WALLS TO BE INSULATED TO R-32 OR GREATER BAND Jo1STTO: PER TOENAIL NOTES
1.ALL FRAMING TECHNIQUES SHALL MEET THE REQUIREMENTS OF THE 2015 5. FOUNDATION WASLLS TO BE INSULATED TO R-10 OR GREATER SILLOR TOP PLATE 2-16tl COMMON FOOT SEE NOTE:1
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 N0.2,OR BETTER, NgIL UNLESS OTHERWISE NOTED ON THE PLANS JOINT DES 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,
CRIPTION GTY SPACING the 4 fool perimeter edge
3.FLOORS,WALLS,CEILINGS AND RAFTERS TO BE SPACED AT 161NCHES O.C.UNLESS RECOMENED INSULATION AS FOLLOWS p zone attachments required shall be used. Architect o1 Record:
NOTED AS PER TABLE 3.6 2).Tabulated 12 inch D.C.nails spacing assumes sheathing attached to rafter/truss framing members with G>0.49. I SAAC - RA E
4.UNLESS OTHERWISE NOTED,ALL BEARING WALL HEADERS TO BE(2)2X70#2+BTR. VAULTED CEILINGS:4"SPRAYED CLOSED CELL CONTINUOUS INSULATION R6.S STRUCTURAL PANEL 10tl WFCM,-SBD ) P 9 9 g
DOUG.FIR.BEARING WALL HEADERS TO HAVE(2)JACK STUDS AND(2)FULL LENGTH For framing members with<0.42<134.49,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 R23 5-1/2"for total of R49
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 430 Main Street
ALSO HAVE(2)WINDOW SILL PLATES FOR 2X4 WALL OPENINGS BETWEEN 4'1 AND 6'0 NAIL NAIL 3).Tabulated 4 inch D.C.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For 2nd Floor
AND 2X6 WALL OPENINGS BETWEEN 5'11 AND 8'9.PROVIDE FIRE AND BLOCKING WHERE WITH ROCKWOOL R15 3-1/2"FOR TOTAL OF R34.5 JOINT DESCRIPTION OTY. SPACING framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches D.C.
APPLICABLE. FLOORS: 3"SPRAED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH. Greenport NY 11944
5.ALL FLUSH BEAMSMEADERS TO BE INSTALLED WITH HEAVY DUTY GALVINIZED HANGERS WITH ROCKWOOL R15 3-1/2"FOR TOTAL OF R34.5 GYPSUM So COOLERS 7.O.C.EDGE Contact:Isaac Clay Coffey R.A.
AND ANCHORS WHERE APPLICABLE TO ALL CONNECTING JOISTS. SLABS 3"EXPANED POLYSTYRENE INSULATION FOR RI2 WALLBOARD 10'D.C.FIELD NYS LIC#039767
6.DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR JOIST WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
AND UNDER BATHTUBS.FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL BE VERIFIED WALL BREATHING T.347-276-6093 E.Clay@Isaac-rae.com
FOR PROPER LOAD CAPACITY UNLESS NOTED ON PLANS. PLUMBING NOTES NAIL SPACING NAIL SPACING AT INTERMEDIA E
7.7).PROVIDE 2-1-3/4"THICK MICROLAMS HEIGHT TO MATCH FLOOR JOISTS)AROUND NAIL NAIL SHEATHING LOCATION NOTES
( 1. All water supply,drainage and venting to be installed as per N.Y.S.Residential JOINT DESCRIPTION AT PANEL EDGES SUPPORTS IN THE PANEL FIE D Project:
STAIRWELL AND/OR OTHER ACCESS OPENINGS UNLESS OTHERWISE NOTED(TYPICAL). GTE. SPACING
8.PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT&O O.C..USE SOLID BLOCKING IN Construction Code,and shall meet Suffolk County Health Department requirements 4'EDGE ZONE 8d COMMON @ 6"0. 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS)
FLOORJOISTS UNDER ALL BEARING WALLS. as stated On septic permit STRUCTURAL ed COMMON AS PER TABLE 3.9 NOTE: FOR PANEL FIELD Town Harbor Lane
9.PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS.INSTALL DRAFT PANELS WFCM-SBC
BLOCKING AS NEEDED. 2. Verify septic system with the Engineer far Suffolk County Health Department INTERIOR ZONE Bd COMMON @ 6"0. 8d COMMON @ 12"O.C. SEE NOTE:3
10.UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM 1/2°THICK,4- pP 7ns'OSB 3.D.C.EDGE 2080 Town Harbor Lane
approval. PLYWOOD 6d COMMON 6'O.C.FIELD Southold,New York 11971
PLY FIR CDX EXTERIOR SHEATHING GRADE PLYWOOD.PLYWOOD TO COVER OVER 3. 3).If wall studs,plates orjoisls 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 5tl COOLERS T'O.C.EDGE 1).For wall sheathing WI Project No.:
11.UNLESS OTHERWISE NOTED USE 3/4"THICK T&G PTS FIR OR ADVANTECH PLYWOOD with the stale code and manufacture's recommendation for maximum hole size and WALLBOARD 10'O.C.FIELD ) g thin 4 feet of the comers,the 4 foot edge zone attachment
SU13FLOOR ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR JOISTS.FINISHED requirements shall be used. IR-02
FLOOR TO BE INSTALLED OVER SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS. spacing permitted FLOOR SHEATHING- 2).Tabulated 12 inch D.C.nail spacing assumes sheathing attached to stud framing
12.ALL BATHROOM WALLS TO HAVE 5/8"THICK MOISTURE-RESISTANT SHEETROCK. SeaV Signature:
HVAC SYSTEM NOTES NAIL NAIL members with G>0.49.For framing members with 0.42<G<,the nail spacings shall be
13:ALL 1 HR FIRE RATED ASSEMBLESIG HAVE ONE LAVER OF 5/8°TVPE X SHEET ROCK JOINT DESCRIPTION
AND TO MEET AN L 2fi3 AND DESIGN NO.U349 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety ON. SPACING reduced to 6 inches D.C.
14.ALL ROOFS AND SHEATHING TO BE INSTALLED WITH ICE AND WATER SHIELD,HENRY 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for
BLUE SKIN OR APPROVED EQUAL. _ requirements.Manual J D S Guide lines to be follow.ALL DUCTS TO BE SEALED AND STRUCTURAL PANELS 6'O.C.EDGE
etl COMMON .common nails.
15.ALL FLAT ROOFS TO BE APPLIED WITH AN EPOM 6MILL MATERIALS INSULATED Blower Door Test to be performed as required 1.0
LESS ill O.C.FIELD
16.ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 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-TEX TERMITE 2).HVAC subcontractor is to fully coordinate all system data and requirements with the NOTES:
SHIELD OR APPROVED EQUAL. manufacturer. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN 5).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
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.
C
- Contractor and owner for final review and approval. FIREBLOCKING NOTES
1).Nailing requirements are basetl an watt sheathing rile❑6'on center al the panel etlgo.If wall sheathing is f
ELECTRICAL NOTES: reed 3-on-canter ache panel edge to elaain higher shear capacities,na6mg requirements mr swcmral
membersshollbadeumed,oralternatecemocam.-I,rshearplate 0.11beused10rrentatrlmadpath. Asrblocki gshall by rep providBC ed
cutoff NYS ReldedraftoCode- s(bothOCKINGR horizontal)
_
ALL ELECTRICAL TO BE INSTALLED AS PER IBC 2015 NYD RES.CON.CODE Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)and to form an effective � 3s76rt w oar
ALL ELECTRICAL WORK SHALL BE APPROVED BY A QUALIFIED UNDERWRITER. 2).Who,milsheathingincongnueusovercennecledmembe,a.thatabulatadnumbarornails challbePermibetl fi-e barrier between stories,and between a top story and the roof space. F i
INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOU A to ba reduced tat-16d net par I., Fireblocking shall be provided in wood-frame construction in the following locations l Op 14 �y
r 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
ALL LIGHT FIXTURES TO BE LED OR COMPACK FLUORECENT UNLESS OTHER WISE horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 feet.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.
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. ASr-
EL 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces under stairs shall Drawing Title:
m_ 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
combustion.
5).For the Fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code.
o Drawing No.:
N_
T-002
illlilililililililililllililililililililililllllililllililil
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 KSI.
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- 1 6r19/2024 1 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 arzuzozs CABANA 8 LIGHTHOUSE SUBMITTAL
K.COORDINATION CONSTRUCTION,INC.LATEST EDITION,INCLUDING ALL SUPPLEMENTS AND THE"CODE OF 3 tWtoizozs CABANA 8 LIGHTHOUSE REVISIONS
1.BUILDING CATEGORY: 11 STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES"LATEST EDITION. 4
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 g
SNOW(IS)=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 a
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 to
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 PROJECT EXCEPT AT LOCATIONS NOTED ON THE DRAWINGS. 11
- 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 12
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
DIRECTIONALITY FACTOR,KD:0.85 NEW YORK AND ALL LOCAL REGULATIONS HAVING JURISDICTION. CODE"AWS Dl.l OF THE AMERICAN WELDING SOCIETY TO PERFORM THE TYPES OF WELDS Revisions
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. Revision
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 Number Revision Description Revision Date
SPECIAL WIND REGION:YES 4.THE ENGINEER IS NOT RESPONSIBLE FOR OBTAINING ANY BUILDING PERMITS AND/OR VARIANCE APPROVAL. INCHES IN LENGTH UON 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 ATTHE 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
TO REACH FIRM.UNDISTURBED SOIL. FOR EVALUATION PRIOR TO START OF FABRICATION. G.STRUCTURAL LUMBER THISAPPDCATION IS APPROVED ONLY FOR WORN
INDICATED 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 MATEERS SHOWN RE NOTTO EREL RELIED UPON,OR
CATION SPECIRCATION SHEET. L
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 ERHER 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 WTH 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 BACKFILL 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 B.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. IL 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,WALLS 4.000 PSI PERFORMANCE OF THEIR WORK,COORDINATION WITH OTHER TRADES METHODS,SAFETY AND SECURITY ON THE b.Fv=285 PSI I SAAC - RA E
_ b.ALL OTHER CONCRETE WORK 3,000 PSI JOB SITE.ASES AND IT AGENTS AND EMPLOYEES ARE NOT RESPONSIBLE OR LIABLE FOR THE ABOVE AND SHALL BE HELD c.Fc(PERPENDICULAR)=750 PSI
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 ACI3021R.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
6.SEE ARCHITECTURAL FINISH SCHEDULE FOR REQUIRED FLOOR FINISHES. ___________ ____ Project:
7.PLACE 1/2"EXPANSION JOINT MATERIAL BETWEEN EDGES OF SLABS AND VERTICAL THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON Town Harbor Lane
SURFACES UNLESS OTHERWISE NOTED. THESE DRAWINGS,BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS USED: �i��)��i� Lill ili 1JILI11
bor Lane
D.REINFORCING STEEL A.F.F.-ABOVE FINISHED FLOOR F.D.-FLOOR DRAIN S-EXTERIORPEC STAINLESS STEEL
O Ik'= ______ _____________ ____ 'l == SouOthold,New rYork 11971
ALUM.-ALUMINUM �11. 1
1.BARS SHALL BE ROLLED FROM NEW BILLET-STEEL CONFORMING TO ASTM A615.GRADE 60. FT.-FEET STL-STEEL ql Ill qI Ill
2.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 OR ASTM A497. &-AND I I I I I I I I Project No.:
AT GA.-GAUGE T&G-TONGUE AND GROOVE �ql=====____=====IR=====___=====Ar-----___-====ql==� IR-02
3.DETAIL AND FABRICATE REINFORCING STEEL IN ACCORDANCE WITH"ACI DETAILING @GALV.-GALVANIZED TYP.-TYPICAL I I I I I Ill seat/Signature:
MANUAL",PUBLICATION SP-66. BLDG.-BUILDING Ill Ill Ill I
GWB-GYPSUM WALL BOARD U.O.N.-UNLESS OTHERWISE NOTED I I I I______ I I I I
CMU-CONCRETEMASONRYUNIT CAI=====_____====,4_________====III=====____=====dl===
- 4.REINFORCING STEEL SHALL BE REVIEWED BY THE LOCAL BUILDING OFFICIAL PRIOR TO H.-HIGH VERT.-VERTICAL
CONC.-CONCRETE I I I I
PLACING CONCRETE. HORZ.-HORIZONTAL V.I.F.-VERIFY IN FIELD Ill Ill Ill Ill
5.PROVIDE BARS.AT CORNERS AND INTERSECTIONS OF THE SAME NUMBER AND SIZE AS DBL-DOUBLE I.D.-INSIDE DIAMETER W/-WITH JI I- - --
LONGITUDINAL BARS IN FOOTINGS ELEC.-E H O I______________ F=•.=�=�=�=a= I-- PERIMETER BLOCKING
INSUL-INSULATION W.C.-WATER CLOSET I I I I III I I
ELEC.-ELECTRICAL INT.-INTERIOR WD.-WOOD
E.P.S.-EXPANDED POLYSTYRENE Ill 4_ 4 Ill �pE0
E•GROUT L•LENGTH,LONG W.H.-WATER HEATER OILI-==----------- --a-�-�=p--� ---------- - I-=�
PI- ----- ---�'� - - --lY=----------=-'lI- c c 1.PROVIDE NON-SHRINK GROUT UNDER ALL COLUMN BASE PLATES OR BEAM BEARING PLATES. LAV.-LAVATORY W/O-WITHOUT INTERMEDIATE NAILING 6 O o
2.NON-SHRINK GROUT SHALL CONFORM TO CORPS OF ENGINEERS SPECIFICATION CRD-C W.W.F.-WELDED WIRE FABRIC Ill T I'I I I SEE SCHEDULE
621.GROUT SHALL BE NON-METALLIC AND NON-STAINING. Oil=__ _______ _ a=a=a- _______=_====!I=== * c
_ SHEATHING SCHEDULE Q
SHEATHING SCHEDULE __________ �r
G - =4=Y=D-_ I__3 7. OF 14
NAIL SPACING I I SHEATHING SEE SCHEDULE
LOCATION NOTES BLOCKING SILL PLATE ANCHORS I I W I I STAGGER LAPS AS SHOWN
LOCATION NOTES NAZIS BLOCKING PERIMETER INTERMEDIATE _______
c -
lll------ -------
ROOF STRZIP 5/8AL 1 IOD YES a•O.C. tz°O.c. 2X6 DOULAS FIR#2 @16"O.C.AND(2) Ill y it
1/2"ANCHORBOLTS @ 36"O.C.AND I I I IL_____________I I__ Date: Scale:
2X6@ EA.OPENING AND END OF WALL Cf11=====-------== ==Q= =3m::0__ l-------------- -- PERIMETER NAILING AsuoTeo
ADVANTECH WITH IN 12"OF BOTH SIDES OF ALL END
a FLOORING 23/32 IOD YES a^O.C. 1z•O.C. TYP. 5/8 STURCTURAL I SHEATHING ON PLATES. Ill II II Ill SEE SCHEDULE Drawing Title:
°J EXTERIOR W/SD NAILES @2"O.C.@ Ill I I I _
ves sIMPSON HDSA EACH END III GENERAL STRUCTURAL NOTES
�- STRUCTURAL SW1 PANEL EDGES AND @12"O.C.@FIELD OO O5I=====_________ =F=�'=t=�=�=�_ ____________ CI==O
N ZIP 5/8 INTERMEDIATES.1/2"GWB SHEATING ON i i i1i� ^ I I 1'�
STRUCTURALI SD ves a°o.c. tz•o.c.
INTERIOR W/BD NAILS k4"O.C.ATPANEL _J�L___________J11._.J ��\ �_��-___________JLL_____
a
o EDGES AND @12"O.C.@FIELD Drawing No.:
o= INTERMEDIATES SHEATHING ATTACHEMENT DETAIL T-003
I,
NOTES
SCTM# 1000-065.00-01.00-016.000 DRAWING ISSUE
ws,P'\wA�s SITE PLAN FOR:2080 Town Harbor Lane,Southold,NY 11971 NO. DATE ISSUED FOR
y a STM(1000-65-1-16),ZONED R40 1 6/19/2024 TRUSTEES FILING
�C yv' SOUTHOLD TOWN,SUFFOLK COUNTY,NY B E P ww""eA e 2 8/21/2025 CABANA B LIGHTHOUSE SUBMITTAL
"woo �`,°� � 3 10/10/2025 CABANA&LIGHTHOUSE REVISIONS
INFORMATION ALLOWED EXISTING PROPOSED 4
-_- auPNu i all0000ENDaoN .. o LOT AREA - 77,060 SF - s
Id 19We"EDGEP x LOT DEPTH(FT) - 319'-7 1/4" - 8
f� $ LOT WIDTH(FT) - 229'-2 3/4" - io
g 11
,o m Pa000DENo LOT AREA BUILDABLE(MINUS EASEMENT) 25,251 SF 12
MIN.FRONT YARD(FT) 50' 71'-3" - Revisions
sroKEE°c"'G ,sirw"E°GERo a""` Y MIN.SIDE YARD(FT) 15' 1 35' 35'-10" - gevision
cn.�l Q Number Revision Descnp5on Revision Date
MIN.REAR YARD(FT) 100, 86'-4 3/4" -
_ 1 Revision 1 Data 1
MIN.ACCESSORY SIDE YARD(FT) 20' 13'-7" - 1a INTERNAL UPDATES 01/07
16, enRwe �<,,. pNE• e so.D- - MIN.ACCESSORY REAR YARD(FT) 20' - _
a YAgDs ALLOWABLE COVERAGE(200/6) 5,050 SF
c
TOTAL EXISTING COVERAGE - 6,004 SF -
j AFEA NOT IN SCOPE TOTAL PROPOSED COVERAGE - -\ 7,183SF ti THIS APPLICATION APPLICATION APPROVED ONLY FOR WORR
INDICAE\ OTHER ED ON MATTERHSHOM ARENNOT
SPECIICATIIE SHEET,ALL
I are \� � -III \l\\� ALLOWABLE GROSS FLOOR AREA(GFA) 6,953 SF - - OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR
PRRNE TO BE CONSIDERED AS EITHER BEING APPROVED OR IN
AREA > THAN 100'-0" ACCORDANCE WITH APPLICABLE CODES.
- ;• � TOTAL EXISTING GROSS FLOOR AREA - 5,290 SF -
�FROM TOP OF BANK ppeT, EXISTING GFA GROUND FLOOR 2,717SF
- ' EXISTING GFA SECOND FLOOR - 1,487 SF
Consultants:
ciaTs Q EXISTING GFA THIRD FLOOR - 1,086 SF _ Survevor:
Nathan Taft Corwin III
TOTAL PROPOSED GROSS FLOOR AREA - - 5,385 SF Land Surveyor
ACCESSORY SETBACK ' \ IRNNµp P.O.BOX 16
��
1d•-„ns•' • w°N - O PROPOSED GFA GROUND FLOOR - - 2,812 SF Jamesport,New York 11947
sETBAc sE\soon � - ..,'o :
11
PEO�K / •O. 40 P OVER N PROPOSED GFA SECOND FLOOR - - 1,487 SF
w q\P\c" . /
SMErBP T �Q PROPOSED GFA THIRD FLOOR - - 1,086 SF
V,_STEPS
s QQu4q ALLOWABLE BUILDING HEIGHT(FT) 35' - -
Q. yrs stop. 1a 4
/ � � PROPOSED BUILDING HEIGHT(FTJ - - EwsnNGroPENaN
Z MAPLE E. 117
/ >' O
n -
B on m,
r i
2 1 wooD DecN /
Z 7-1 - i r/ >ar ,�, Is LOT COVERAGE CALCULATION
it
LOT AREA BUILDABLE 25,251 SF
om R I I 0 %000srePs E �/ _ /, ALLOWABLE COVERAGE(20%) 5,050SF
Ar-
--1=---------
�--•—• ,'13 Architect of Record:
F f i EXISTING PROPOSED
EEEGPIGUNE /, ISAAC - RAE
I E°°s
o ',',a MAIN HOUSE DWELLING 2378 SF 2549 SF
1 `� 430 Main Street
@ MAIN HOUSE DECKS W/STEPS 1120 SF 1168 SF 2nd Floor
Greenport NY 11944
CHERRY MAIN HOUSE PROPOSED POOL - 960 SF Contact;Isaac Clay Coffey R.A.
a �O' NYS LIC#039767
w v, 1r E•L.GHrHousE `�g',','-' 1 STORY GARAGE 585 SF 585 SF T.347-276-6093 E.clay@isaac-rae.com
m $ �. w00o uiTOPEs ,%'' to
1 STORY GARAGE 1036 SF 1036 SF Project:
�
wE�/x Pa'iAccbo E,,ou,o is EXISTING LIGHTHOUSE 1 STORY CABANA 230 SF 230 SF�PcoP ovEa sTo
NE ------- %i STRUCTURE TO BE Town Harbor Lane
ELL STAND '.4"%%%%;%' REPAIRED.NO CHANGE IN CABANA DECK W/STEPS 361 SF 361 SF
B USE.NO CHANGE IN SIZE. 2080 Town Harbor Lane
T E III EXISTING��BE" Southold,New York 11971
oNc nwn. -' ___ - __ -- -eENc"__-------- ca ,;,' REP IREDROEXISTING
E LIGHTHOUSE 113 S 113 S
ONCN �----;V --_ --�.�- _�'---� r,--';.; `-------------- GED E PrGlect
F F
SIDIN R MAIN AND BE
oar srncNEo' -� _--------__-'_-__ -Post µop ------ �-- --- STONE BELL STAND 49 SF 49 SF IR-02
_ _waoo wuN - NCE_______F,,,,,,,,;;,,,,,,'
-_ToaoE BAN -- ----_ -- - --�---------- ---- REPAIRED WHERE
w000 sT@Ps--,--------4 --r_= -___==%
\,o___ ••��u "EAp__ __ _ ___ ______ _- _ __ _ -__= NECESSARY GATE PIERS 18 SF 18 SF Seav Signature:
B EAO ______ _______
""`via WOOD BULKHEAD 114SF 114SF
vri auiKMenc _ocE NEwI STORYs w000 auLK"Eno __ '" cV j oaocKsor zo"e
Q_ _ oQo
m CO
w TOTALS 6004 SF 7183 SF
_
EXISTING CABANA F.A.R. 23.8% 28.4%
� I I
STRUCTURE TO BE * e'
REPAIRED.NO CHANGE IN n 'SES'EEc ,p Y
USE.NO CHANGE IN SIZE. °c j47 397
,y0'ACTUAL
EXISTING ROOF TO BE F F Ng�
REPAIRED,EXISTING 30°53'50"E s�°EE'10'W DEED 150.00' -
SIDING TO REMAIN AND BE N W ACTUAL
REPAIRED WHERE 2.3Y S 30°53'5� DO LEGEND:
NECESSARY
N 3 woHwA EaNAaK r
0°53'50"E o 0
00
Data: Scale:
Z UNDEPWATEP GPAr•R rn U. • IYY�L�L7 AS NOTED
a - �T Y Z Drawing Title:
DO— o m SOUTHOLD BA SITE PLAN BASED ON SURVEY PROVIDED PROPOSED SITE PLAN TRUSTEES FILING
o BY NATHAN TAFT CORWIN III LAND
(\m1 OO SURVEYOR,DATED DECEMBER 22,2023 EXISTING EXISTING EXISTING AREA THAN PROPOSED
N ` EVERGREEN DECIDUOUS SHRUB 100'-0"FROM AREA OF Drawing No.:
N TREE TREE T.O.BANK WORK A .
1 1 PROPOSED SITE PLAN L�
0 0 0 0
Scale: 3l64"=1'-0" ��\ ■
GENERAL NOTES: DRAWING ISSUE
1.EXISTING STRUCTURES TO BE REPAIRED.NO CHANGE IN USE.NO CHANGE IN SIZE.
2.EXISTING ROOFS TO BE REPAIRED.EXISTING SIDING TO REMAIN,TO BE REPAIRED WHERE NECESSARY. NO. DATE ISSUED FOR
_ 3.INTERIOR WOOD FINISHES TO BE REPAIRED AND/OR PAINTED AS NEEDED. 1 6/19/2024 TRUSTEES FILING s A
4.EXISTING WINDOWS TO BE REPLACED IN SAME LOCATIONS. z 3 ono/zo2s CABANAS LIGHTHOUSE REVISIONS
5.CONTRACTOR TO VIF ALL DIMENSIONS.
5
6
7
8
9
— 10
11
12
Revisions
Revision
Number Revision Description Revision Date
1 Revision 1 Date 1
2 Revision 2 Date 2
THIS APPLICATION IS APPROVED ONLY FOR WORN
INDICATED ON THE APPLICATION SPEDIFICATION 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:
_________ __________
————_ SUryeym
_ - --- --------------- Nathan Taft Corwin III
�� "--
------ A-zoa.6o --—---------------------- ----- Land Surveyor
— ------ EXISTING z P.O.Box 16
'-------------- _____-__---- _ '3- EXISTING---__ Jamesport,NewYork11947
ELECTRICAL OUTDOOR -----_ _
SERVICE- - - - - - - - - - - - - -------------------'o--
SHOWER TO BE
9'-3" "--"- 6'_U" 9'-10"--------------------- - -REMOVED.----
" "
-------------- ------4'-0"------i----3�'0��'----i 2'-3" 10" 3'-0" 2'-2" _ ---- -'--
— _____________
—— LOCATION `————
- OUSTING Sill H=4'-6" Sill H=4'-6"
F I -__
zu = N __e_-_
Sill H T-4"
N BREAKER
eox
(V �
v -ro,'T =ED
=
22 SF UP
v 2'-6" 3'-6" Architect of Record:
- o 11 - ''-'°CLG ISAAC - RAE
----------- o F
72 SF I 430 Main Street
N 68 SF 2nd Floor
GreenpoA-zoa.a z I NY
EXISTING 7'-1"CLG 22.5 SF Contact:
I as 11 ay
N WINDOW TO BE iu a -zoa.Do '• NYS LIC#039767 Coffey R.A.
REMOVED FOR Sill H=T-10" Sill H_T-4"
NEW DOOR so1.o, T.347-276-6093 E.clay@isaac-rae.com
�7
® Project:
Town Harbor Lane
2080 Town Harbor Lane
26'_0" Southold,New York 11971
Project No.:
27'-4 1/2" I R-02
Seal/Signature:
A-zoa.00 EXISTING WOOD /
BULKHEAD TO
REMAIN
� m
. — EXISTING STAIRS '
AND DECKING TO BE
REFURBISHED IN LIKE a Y
IN KIND.REFER TO TT 3 761 y0�
A-501 F Ni:�
Date: Scale:
ns N—o
a Drawing Title:
N— / �� EXISTING CABANA PLAN EXISTING CABANA PLAN
oDrawing No.:
N_
A- 104. 00
NOTES
GENERAL NOTES: DRAWING ISSUE
1.EXISTING STRUCTURES TO BE REPAIRED.NO CHANGE IN USE.NO CHANGE IN SIZE.
2.EXISTING ROOFS TO BE REPAIRED.EXISTING SIDING TO REMAIN,TO BE REPAIRED WHERE NECESSARY. No. DATE ISSUED FOR
3.INTERIOR WOOD FINISHES TO BE REPAIRED AND/OR PAINTED AS NEEDED. 1 6/19/2024 TRUSTEES FILING
4.'EXISTING WINDOWS TO BE REPLACED IN SAME LOCATIONS. 2 B ' 1of10/2025 CABANA&LIGHTHOUSE REVISIONS
5.CONTRACTOR TO VIF ALL DIMENSIONS.
5
6
A1:1
_ Revisions
Revision
Number Revision Description Revision Date
1 Revision 1 Date 1
2 Revision 2 Date 2
THIS APPLICATION IS APPROVED ONLY FOR WORK
INDICATED ON THE APPLICATION SPECIFICATION SHEET.ALL
OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR
TO BE CONSIDERED AS ErrHER BEING APPROVED OR IN
ACCORDANCE WITH APPLICABLE CODES.
Consultants:
Surveyor:
r__1 Nathan Taft Corwin III
A-204.10 Land Surveyor
NEW WINDOWS IN NEW WINDOWS NEW WINDOW P.O.Box 16
EXISTING IN EXISTING IN EXISTING Jamesport,New York 11947
LOCATION LOCATION LOCATION
Z EXISTING BEACH
STAIR AND
9'-3" 6-1)" 9'-10" DECKING TO BE
4'-3" 2'-6" 2'-6" 1'-1" 2'-6" 2'-5" REPLACED IN KIND;
REFER TO AIX-500
r____ _____ —_____ _ _ —— _ _ —_____ ____
— I I
I NEW ELECTRICAL 1 I I I I
PANEL IN EXISTING MINI FRIDGE
LOCATION. CHANGING I (BELOW)I o
EXISTING SERVICE ROOM
NEW WINDOW IN FROM HOUSE TO 22 SF — — — —
EXISTING REMAIN UP
LOCATION i 2'-6" T-6" g-q^ Architect of Record:
BUILT-IN DAY
ISAAC - RAE
I � I t`
BED/COUCH I-1o1
A-2041 2 ART WALL/ I 430 Main Street
COCKTAIL TABLE 4 -204.10 2ndFloor
Greenport NY 11944
i? N Contact:Isaac Clay Coffey R.A.
_ LOUNGE Be ENTRY DRY BAR NYS LIC#039767
`� I 68 SF 22.5 SF 72 SF
iu T.347-276-6093 E.clay@isaac-rae.com
WALL MOUNTED
POP-UP COUNTER I Project:
Town Harbor Lane
EXISTING ROOF
TO BE REPAIRED L__
-- --+L----- _ _-- ___-- —_______��__ ____________ __ 2080 Town Harbor Lane
NEW DOOR IN Southold,New York 11971
4'-01/2" i i 7'-91/4" 7'-01/4" EXISTING
4'1" LOCATION PrajeclNo.:
IR-02
NEW SLIDING DOORS NEW WINDOWS SeaV Signature:
I NEW FABRIC NEW IN EXISTINGLOCATION
DIVIDER BY ; E RETRACTABLE
OWNER ; AWNING
1L____________________________________ _______ _________ N a 1 I
} I A A A A A A- A A A A A A A A A A` A` A A A A A A A- A- h A A A A J I c7
2'-5 1/2" � 1
1 /
A-204.10 -�
— u
Date: Scale:
As—.
a Drawing 7,11e:
�q—
1 PROPOSED CABANA PLAN PROPOSED CABANA PLAN
Scale. 1/2
oDrawing No.:
N
A- 104. 10
IIIIIIIIIIIIIIIIIilII11i1111lililllillllillllll111111111II1
NOTES
GENERAL NOTES:
— 1.EXISTING STRUCTURES TO BE REPAIRED.NO CHANGE IN USE.NO CHANGE IN SIZE.
DRAWING ISSUE
2.EXISTING ROOFS TO BE REPAIRED.EXISTING SIDING TO REMAIN,TO BE REPAIRED WHERE NECESSARY. No. DATE ISSUED FOR
.— 3.INTERIOR WOOD FINISHES TO BE REPAIRED AND/OR PAINTED AS NEEDED. 1 GIM0244 TrRUSTEES FILINGIGr s rr
4.EXISTING WINDOWS TO BE REPLACED IN SAME LOCATIONS. z 3 10/10/2025 CABANA&LIGHTHOUSEREVISIONS
5.CONTRACTOR TO VIF ALL DIMENSIONS.
5
6
7
8
9
— 10
11
12
EXISTING DOOR
EXISTING LOCATION TO
WINDOW REMAIN Revisions
LOCATIONS Revision
TO REMAIN, Number Revision Description Revision Dale
Z
TYP. 1 Revision 11 Date 1
2 Revision 2 Date 2
EXISTING
® ® ® WINDOW
� � � LOCATION TO
❑ REMAIN THIS APPLICATION IS APPROVED ONLY FOR WORH
INDICATED ON THE APPLICATION SPECIFICATION SHEET.ALL
\ OTHER MATTERS SHOVM ARE NOT TO BE RELIED UPON,OR
TO BE CONSIDERED AS EITHER BEING APPROVED OR IN
ACCORDANCE WITH APPLICABLE CODES
— --_ 1 consultants:
;I I I=1 11=1 11-1 I-1 I—III ,,III—III-1 1=1 1=1 1-1 11-1 1=1 1=1 M. 1-1 11=1 1=1 I -1 I-1 1-1 1-1 11=1 I I I FE E 1= —I I I=I I=I I = IF,=III=III-11 I Nathan Taft Corwin III
Land Surveyor
P.O.Box 16
Jamesport,New York 11947
n CABANA EXTERIOR ELEVATION 3 n C31 ABANA EXTERIOR ELEVATION 4
0 3/8"=1'-0"
Architect of Record:
_ ISAAC - RAE
EXISTING ROOF TO BE 430 Main Street
REPAIRED 2nd Floor
Greenport NY 11944
EXISTING WINDOW Contact:Isaac Clay Coffey R.A.
— LOCATION TO REMAIN NYS LIC#039767
--- T.347-276-6093 E.clay@isaac-rae.com
Project
EXISTING STAIRS Town Harbor Lane
&DECK TO
2080 Town Harbor Lane
REPAIRIREDD;;
EXISTING REFER TO A-501 Southold,New York 11971
I'-- WINDOW Project No.:
EXISTING OPENING TO BE IR-02
WNDOW 4" ENLARGED FOR E
LOCATION TO NEW SLIDING Seausignatuie:
3/
— REMAIN ® � DOORS
D�C
C �
1 11 —
III—III=- - - - 1-111-1 - - 97 �0
—I 11—III =1 11=1 I M I 1=1 11=1_I 1=1 11=1 11=1 11=1 11=1 1=1 11=1 -1 11=1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I 1=1 I I-1 I I-1 I I-1 I Ed I I-1 — r °F
— I i I=I i I—I i i—I i I=I i I=1 i I—I i i—I i I—I i i—i i I—i i I—i i I= -III—III—I 11=1 I I—III—III—III—III—III—III—I 11=1 I I—I 11=1 I I—III—III—III—III—III—III—i 11=1 11=1 11=1 I I—I 11=1 I I
• 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—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= —
�IIIIIIIiIIIIIiIIIInIIIlII11111IIIIlIIIIIIIIIIIIIIIIIIlI11�lIIIIIInIIIIIIIIIIIiIIIIIiIIIIIuIIIIIIIIlII11�lII11�1lIIIIIIiIIIIIIIIIIIIIIIIIuIIIIIIIIIIIIIIIuIIIIuIIII Date:
o:Eo
D- Drawing Title:
M— EXISTING CABANA EXTERIOR ELEVATIONS
io
v
N
oDrawing No.:
N
n CABANA EXTERIOR ELEVATION 2 n CABANA EXTERIOR ELEVATION 1 /"1-204 . 00
c 3/8"=1'0" I 3/8"=1'-0"
11111111111111111111111111111111111111111111111111111111111
- NOTES
GENERAL NOTES: DRAWING ISSUE
1.EXISTING STRUCTURES TO BE REPAIRED.NO CHANGE IN USE.NO CHANGE IN SIZE.
2.EXISTING ROOFS TO BE REPAIRED.EXISTING SIDING TO REMAIN,TO BE REPAIRED WHERE NECESSARY. NO. DATE ISSUED FOR
1, EIIE/2024 TRUSTEES FILING
3.INTERIOR WOOD FINISHES TO BE REPAIRED AND/OR PAINTED AS NEEDED.
4.EXISTING WINDOWS TO BE REPLACED IN SAME LOCATIONS. z 3 10/10/2025 CABANA&LIGHTHOUSE REVISIONS
5.CONTRACTOR TO VIF ALL DIMENSIONS.
5
6
7
CABANA DOOR&WINDOW SCHEDULE 6
9
TAG TYPE CITY WIDTH HEIGHT I MANUFACTURER MODEL COMMENTS so
sz
D01 SINGLE EXTERIOR DOOR 1 2'-8"W 6'-8"H ANDERSEN ENTRY DOOR NEW DOOR TO FIT EXISTING R/O.PROVIDE INSECT SCREEN.
D02 2 PANEL SLIDING GLASS DOORS 1 5'-0"W 6'-8"H ANDERSEN FOLDING OUTSWING PROVIDE NEW 2X10 HEADER Revisions
e—
Revision
Number evision D1,1icn Revision Date
D03 SINGLE EXTERIOR DOOR 1 2'-6"W 6'8"H ANDERSEN DOOR TRADITIONAL R
1 vis ion 1 Date 1
W01 CASEMENT 3 2'-0"W 3'-5"H ANDERSEN A SERIES z RReevisionz are
W02 DOUBLE HUNG 5 2'-6"W 4'-2"H ANDERSEN A SERIES
8'-5" 26'-11 1/2"
1-1 1/2" 2'-8" 1'-4" 2'-0" V-3 1/ 2'-8 1/2" 2'-6" 6" 2'-6" 5'-1 1/2" 2'-6" 3`11 1/2" 2'-6" 4'-8"
NEW DOOR& THISAPPLICATION IS APPROVED ONLY FOR WORN
INSECT INDICATED ON THE APPLICATION SPECIFICATION SHEET.ALL
SCREEN IN OTHER MAT ERS SHOWN ARE NOT TO BE RELIED UPON,OR
EXISTING NEWTO BE
!I LOCATION WINDOWS IN NEW ACCORDANCE
AS EITHER BEING ODES.ROVED OR IN
WINDOWS IN ACCORDANCE WITFI APPLICABLE CODES.
EXISTING EXISTING
DO 1 LOCATIONS LOCATIONS
LI 41 J Survevor.
NEW FABRIC ! / Nathan Taft Corwin III
DIVIDER BY�—� �! / )—LI Land Surveyor
OWNER TBD ; NEW
� WINDOW IN 1 ! P.O.Box 16
EXISTING �� I \� Jamesport,New York 11947
LOCATION
LL J
_11_
Lul
I l 11 l !II II II II I I I I I dill III III I III II II II II I I1 1I !1 !I I II 111111 H 11 11 !i it i
_ _ _ —_— 1 I G 1 1 1 MI�I 1 1 1-11 1=1�1=1�1=1�M I 1=1�1=1�
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=1 11=1 1=1 1=1 1=1 -1 1=1 1=111 =1 I 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 11=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=
''_I 11=1 I F= I FI 11=1 11=1 I I I 1— :111=1�1-1�1=1�1=1�1=1�F1�1=1�1=1�I— F1�1=1�1=1�1=1�1=111-11 -111=1�M�Ed�1=1�1=1�1=1�1=1�1=1�1=1�1=1�1=1�1El�1=1�1=1�1-11 El 11-111:
=1 11-1 11=1 11=1 11-1 11=1�1-111-111-1�1=1 11=1 11=1 I E: I I—I 1 I-111=111=111=1 11=1 11=1 11=1 11=1 1=1 11=1 11=1 11=1 11=1 1=1 11=1 11=1 1=1�1=111-111—
I1=1I1=1I1=1I1=1I1=1I1—II1—II1=1I1=1I1=1II -
-III1I1— 111-111-111-1I1-1I1-1I1-1 1-1 1-1I1 f 1-III-1I1-1I1-1I1-1I1-1I1-1I1=1I1=1I1-1I1=1I1-1I1=1I1-1I1=1I1-111. I1-111-1I1-111-111-1I1-1I1-1Ii. Architect of Record:
ISAAC — RAE
4 1 CABANA EXTERIOR ELEVATION 4 II CABANA EXTERIOR ELEVATION 3
Scale: 3/8"=1'-0" 3 Scale: 3/8,=1'-0" 430 Main Street
2nd Floor
Greenport NY 11944
Contact:Isaac Clay Coffey R.A.
8'-5" 27'-0" NYS LIC#039767
2'-1 1" 2'-6" 3'-0" 4'-1" 7-8" 6'-10" 2'-0" 4" 2'-0" 4'-1" T.347-276-6093 E.clay@isaac-rae.com
EXISTING ROOF Project:
TO BE REPAIRED Town Harbor Lane
2080 Town Harbor Lane
Southold,New York 11971
1 II NEW 17'-0"L IrR-02 e.:
SUNSETTER
I it "----- VISTA MANUAL Seal/Signature:
I'I NEW SLIDING _ --- .__------________'_ JJ RETRACTABLE
ll 1 II
NEW � I � � .I >JJ�
WINDOW IN DOORS v j• AWNING OR
EXISTING EQUAL
LOCATION I_
_ NEW FABRIC I,. NEW WINDOWS IN
JI EXISTING
L LEwo DIVIDER o LOCATION
I II III I .,�I I I II I-1! II II II 1171I II 1i: II!i f I II
— III ! ! III ' iIIII ! II III _
I-III-III-III-III-III-III-III-III-III-III-III-III=III= I-III-III-III-III-III-III-III-III-III-III-III=III-III-III-III-III-III-III-III-III-III=III=--
=1 I I—I I I—I I I—I I I=1 I I=1 I I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I -1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1
Date: Scale:
=1 1=1 1=111-1 1-1 1=1 I—I 1=111=1 11=1 1=1 1=1 1=1 1= =1 1=1 1=1 1=1 1=1 I—I 1=1 1=1 1=111=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 I— �NeiED
-11 M 11=1 I I—I 11=1 11=1 11-1 11=1 11-1 11=1 11-1 11-1 11-1 I I—I -1 11-1 11-1 1-111-1 I-111-111=1 1-1 1=1 1=1 1-1 1=1 1=1 I-1 1=1 1-111-1 1-111=1 1-111=1111-1 1-111=11 —_ Drawing Title:
=1 1=1 1=1 1=1 11=1 1=1 I I-1 11=1 1=1 11=1 11=1 1=1 11=1 I I- 1=1 1=1 11=1 1=1 11=111=111=111=111=111=111=111-111=111=111=111=111=111=111=1 11=111=111=1 11=1 11=1 1=1 11=111=111=__ PROPOSED CABANA EXTERIOR
o _
.I I -1 I -1 I I-1 I I-1 I I-1 I L-1 I I-1 11-1 I I-1 I I-1 I I-1 I I-1 I I-1 I .III-1 I -1 -1 I-1 I -1 -1 I-1 I-1 I -1 -1 I -1 I-1 I -1 I I-1 I-1 I-1 I-1 I -1 I-1 I -1 I -1 I -1 I -1 I -1 -1 -1 I-1 -1 I-1 I I-1 -1 I-1 -1
N 2 CABANA EXTERIOR ELEVATION 2 CABANA EXTERIOR ELEVATION 1 Drawing No.:
rn— Scale: 3/8"=1'-0" 1 Scale: 3/8"=1'-0"
A-204. 1 0
II1111111IIIIIIIII111111111111111111111111111IIIIIII11111111
NOTES
DRAWING ISSUE
NO. DATE ISSUED FOR
1 6/19/2024 TRUSTEES FILING
2 8/21/2025 CABANA 8 LIGHTHOUSE SUBMITTAL
3 10/10/2025 CABANA 8 LIGHTHOUSE REVISIONS
4
5
6
7
8
9
10
El.
12
501.0 501.0 EXISTING WOOD RAILING Revisions
TO BE REPLACED IN KIND
Revision
EXISTING WOOD STAIR TO Number Revision Description Revision Date
BE REPLACED IN KIND
1 lRevision 1 Date 1
EXISTING WOOD WALK TO
EXISTING WOOD BE REPLACED IN KIND
STAIR AND
HANDRAIL DOWN
TO BAY TO BE EXISTING WOOD DECK �STAIR LANDING 015.1 —
REBUILT IN KIND AND GUARDRAIL TO BE _ I—III—III—III— I
REBUILT IN KIND
II—III�IIIIIIIIII�IIIIIIIIIII�11�1�
EXISTING W000
DECKANGUARDRAIL
EXISTING W000 t. _ I—III—III 1 III—III—III—I I I—
GUARORAIL TO BE BULKHEAD TO REMAIN I I III THIS APPLICATION IS APPROVED ONLY FOR WORK
REBUILT IN KIND TB 6.91.$ I�+1—IH —
INOICATEOONTHEAPPDCATIONSPECIFlCgTIONSHEEr.ALL
EXISTINGIN DSTAIR — — — OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR
DOWNTOSAYTOBE _ I I—III—I III—I —III—III— TO BE CONSIDERED AS EITHER BEING APPROVED OR IN
REBUILT IN KIND S\CABANA F.FL.].6 _ _ _—I —I1.LII ACCORDANCE WITH APPLICABLE CODES
EXISTING WOOD —u—�— —!—u �I-IIy1=11-I ICI I STAIR AND = STAIR LANDINGt7.3 —III—III— I —III I—III III—III—I
HANDRAIL DOWN iO _
TO BAY TO BE _ —III—III—III—III III—III—III—III—III—III—III—III
REBUILT IN KIND —5 t01/a'— —T51/4� III—III—III—III—1_ _ _ Consultants:
_ _— _ —III—III—III—III—III—III—III—III—III—III—III—III SUNeVOf:
III—III—III—III—III—I I—I I I—I I I—I I _-3'-0' — -_ I I 1=1 1=1 I I—I I I—III—III—III—III—III—III—III—III—I Nathan Taft Corwin III
I—III—III—III—III—III— III—III=III—III—III— �I I —III-1I1=1 —I I—i11-1 I M I I—I I I-11 —III—I I I—III—III-1 1—III-1 I- Land Surveyor
III—III=1 I—III—III—I 1=III—III—III—III—III III—I i—III—III—III—III=1 I—III—III—III—I 1=1 I—III—III—III—III—III—I P.O.Box 16
1=III—III=III=III=III= III—III—III—I 11=1 —I 11 =1 I—I 1=1 1=1 11=1 11=1 11=1 1=1 —I 1=1 1=1 1=1 1=1 I —I 1=1 I I- Jamesport,New York 11947
STAIR ELEVATION 2 n STAIR ELEVATION
114"
--
— ------------------------"-"-----------------U EXISTING SPLIT NAIL
i\ TZ FENCE TO REMAIN
—————— ---_-- ----16 TOP OF BANK Architect of Record:
----------------------------- -- _ --------15-- ISAAC - RAE
(2)2X72 WOOD ��_�� --- ___--
______
N _ 430 Main Street
— STRINGER;
____________
ROUTED TO _____________________________________
RECEIVE _ �_- 2nd Floor
TREADS ----
--'" ------------------------------—---------- - Greenport NY 11944
SOLID WOOD I ------------- 13-_- Contact:Isaac Clay Coffey R.A.
EXISTING 24 SF WOOD
TREAD --'"--- - KIND
NYSLIC#039767
STRINGER _____ __ __' -1 ---_-_-_----12___ T.347-276-6093 E.clay@isaac-rae.com
-"_""_ 2x12 DOUBLE STRINGERS
- ---------------- .12 MID SPAN Project:
--- --- -- -' - -- -"-
11 2X4 RAILING - ---- Town Harbor Lane
CAP -- __
__ ___ 101. _- __� '°-----------'0- 2080 Town Harbor Lane
---- ' Southold,New York11971
-"-_ ?--_-
e --- OOWNTO BAV TO BE
A--- REBUILT IN KIND
n STAIR STRINGER DETAIL --- -------- - - Project 0'
---------------3'-31/4"-- -3'-]il4'_7 3'-112"
MID STRINGER - 1R-02
-e Seal/Signature:
4X4 RAILING
I POST E%ISTING CABANA
STRUCTURE TO REMAIN,
REFER TO A-104 AND
4X4 TIMBER A-204 - EXISTING STEP INTO (TIC
COLUMN I sT0av c484N4 ].' CABANA TO BE /Sri
tsmuCMRE TORENNM i REBUILT IN KING �� Y 00
_ STEEL
STEEL Fn 7a a
' - 264 SF EXISTING WOOD
SADDLE 2X8 MID RAIL EXISTING WOOD �L„ DECK TO BE REBUILT IN f
BRACKET BULKHEAD TO REMAIN; KIND
B74
_ (TYP) BB 3.5 '-B V4' E%ISTING WOOD
_ WOOD BULKHEAD TO REMAIN; �, 3 �O
STRINGER TB 6.9 NE.p1
III— GALVANIZED IFROUTED TO BB 4.6
—11 i—III_ AG BOLTS RECEIVE e
A III—III— I - 1 LL TREADS EXISTING WOOD STAIR
^-S 72711
DOWNTOBAYTOSE
_ LANCHOR WOOD SOLID REBUILT IN KING
III—Ill—I 1 .. III= = BOLT TREAD
CAST 2'31116'
_ PLACEN 34-07/16' Data: P59ale:—I I 1—1 11—I. FOOTINGNOTED
III=Ill—III ' , ,; " l I 1—I I I= S)2X12 ROOD 3 CABANA STAIR PLAN AND DETAILS
—III—III=1. II=1I1=III:
N STRINrawing Title:
GER A-501.00
Go LJ
(V
oDrawing No.:
n COLUMN DETAIL STAIR DETAIL ENLARGED CABANA STAIR PLAN
N - A-501 . 00
0" 4 1 1/2,=1'-0'