HomeMy WebLinkAbout45342-Z o�OS�FF�Iy cG Town of Southold 6/16/2021
y� P.O.Box 1179
o _ 53095 Main Rd
4% fa r Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 42099 Date: 6/16/2021
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 4585 Pequash Ave,Cutchogue
SCTM#: 473889 Sec/Block/Lot: 137.4-5.2
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
10/8/2020 pursuant to which Building Permit No. 45342 dated 10/19/2020
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:
screened porch and deck addition to an existing single family dwelling as applied for.
The certificate is issued to Parlini,Richard&Perri
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 45342 4/13/2021
PLUMBERS CERTIFICATION DATED
&Nv
0
ori Signature
tg c TOWN OF SOUTHOLD
BUILDING DEPARTMENT
CO
51 TOWN CLERK'S OFFICE
SOUTHOLD, NY
0
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#: 45342 Date: 10/19/2020
Permission is hereby granted to:
Parlini, Richard J
4585 Pequash Ave
Cutchogue, NY 11935
To: construct additions and alterations to existing single-family dwelling as applied for per
Trustees & DEC approvals.
At premises located at:
4585 Pequash Ave, Cutchogue
SCTM # 473889
Sec/Block/Lot# 137.-4-5.2
Pursuant to application dated 10/8/2020 and approved by the Building Inspector.
To expire on 4/20/2022.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $406.40
CO -ADDITION TO DWELLING $50.00
Total: $456.40
Ohl
Bui in ector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of l%lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00
Date.
New Construction:— Old or Pre-existing Buildings: (check ee)
Location of Property: 1;tfr �V / C.U� y�
House No Stre t� Hamlet
Owner or Owners of Property: t C .9
WeEl
Suffolk County Tax Map No 1000,Section J.; Block Lot . �—
Subdivision C Filed Map. Lot:
Permit No. J Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval: / /
Request for: Temporary Certificate Final Certificate: V n )
Fee Submitted:S
nt Signature
Building Department Application
AUTHORIZATION
(Where the Applicant is not the 0�%nei)
residing at ��U� ��C��� d4Jz'I Cv7c-4061F—
(Print property o%%ner-s name) (Mailing Address)
do hereby authorize
(A-gent)
r
to apply on my behalf to the
Southold Building Department.
er' r� ure) (Date)
j o
(Print Owner's Name)
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 � sean.devlinCcb-town.southold.n us
Southold,NY 11971-0959 y'
Cot
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To Richard Parlini
Address: 4585 Pequash Ave city,Cutchogue st: NY zip: 11935
Budding Permit#. 45342 Section: 137 Block- 4 Lot. 5.2
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Wilcenski Electric License No: 4723ME
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service
Commerical Outdoor X 1 st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition X Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 3 Ceding Fixtures Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 2 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO
Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 5 4'LED Exit Fixtures Pump
Other Equipment: step lights (8), awning motor (1)
Notes: " AS BUILT NO VISUAL DEFECTS " Screen Porch Wiring
Inspector Signature: ;'- Date:
April 13, 2021
S.Devlin-Cert Electrical Compliance Form.xls
SO
Town.Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
MAR 2 2 2021
CERTIFICATION
Dater
Building Permit No.
Owner: -PnLx- V1 I
(Please print)
Plumber:
c 2C A)
p__.►i- -(-1-1
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of I%
lead.
r<41r7X1151
,fflumbers Signature)
Sworn to before me this 'Qanct
day of lmaa I 20,�
SUSAN A.RIZZO
Notary Public,State of New York
No.01816183459
Notary Public, County- Qualified in Suffolk County
, Commission Expires March 17,202
00FSOUlH
�o� opo
* TOWN OF SOUTHOLD BUILDING DEPT.
`ycourm, '' 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ -] UNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
]" FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION
] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
DATE 421,0 INSPECTOR
��� L� ��OESOUTho
* # TOWN OF-SOUTHOLD BUILDING DEPT.
oourm,��' 765-1802
INSPECTION
=
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] SULATIOWCAULKING_
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY` [ - ] FIRE SAFETY INSPECTION
[ `] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION r
] ELECTRICAL (ROUGH) ( ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:-I -
LJmA
DATE 4)4147,014 INSPECTOR
pF S00Ty0� q �3 �- � � AS-
# # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802 �.
r INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND , J- ] . INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ]_ FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) { ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: L C-nel-) a
DATE INSPECTOR �---
i. ! 1FAITEC
MARK SCHWARTZ&ASSOCIATES 28493 Main Road•PO Bax 933•Cuidlogtic. N1 11.93.3
631.734.4185
Ls
November 06,2020 DD
NOV 6 2020
Southold Town Building Department BUILDMIG DEE PT.
54375 Main Road TOWN OY BOUT OLD
Southold,New York 11971
Re: Parhni Residence
4585 Pequash Avenue
Cutchogue,New York
Permit#45342
To whom it may concern,
I have been on site to review the permitted construction for the aforementioned project. The
foundation work,to the best of my knowledge,has been completed as per plans and meets or exceeds
New York State Code.
Please call this office with any questions you may have.
Sincerely,
Mark Schwartz
,Jt Pkl-" -t WO, )ij!—Wo"
MELD INSPECTION REPORT DATE C1WlNLE1iT5
FOUNDATION(IST)
--------------------------
FOUNDATION
--------------------- -FOUNDATION(ZND)
ROUGH FRAMING&
PLUMBING H
• - ,tet
INSUL,ATION PEA N.Y. �g H
STATE ENERGY CODE
I r
FINAL
I
ADDO "'t G I S-
y i
X13
m
TOWN OF SOUTHOLD ;� a BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,INY 11971 4 sets of Building Plans
TEL: (631) 769-1802' L1:5 Planning Board approval
FAX: (631) 765-9502a 9 Survey
Southoldtownny.gov PERMIT NO. -` Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
A Flood Permit
Examined ,201/ Single&Separate
Truss Identification Form
Storm-Water Assessment Form
Contact:
Approved ,20 (� Mail to: rreuw,�Tz,
Disapproved a/c
Phone:
Expiration ,209a
Building r
r APPLICATION FOR BUILDING PERMIT
0 CT - fl 2020
Date ZU �/ , 20
T'71. INSTRUCTIONS
'70i:This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans,accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c.The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months. Thereafter,a new permit shall be required.
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,or 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 for necessary inspections.
(Signature of applicant or name,if a corporation)
(Mailing address of applicant)
State whether_applicant is-owner, lessee, age , architect, ngineer, general contractor, electrician,plumber or builder
VName of owner of premises1 ,Q � e �.. /p
(As 66 thJ tax roll or latest aeedl
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Loc at'on of land on wN
ose ork Ve1iichne:
House Number Street Hamlet
County Tax Map No. 1000 Section Block ® Lot �"
Subdivision Filed Map No. Lot
2. State existing.;use a4d occupancy of premises an�intended use and occupancy of Proposed construction:
a. Existing use and occupancy .���
,
b. Intended use and occupancy C. if,012 C C 0
3. Nature of work(check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear Depth
Height um er of ones
V. PC
Dimensions of, structure with a erations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number f Stories
�L VX
—
9. Size of lot: Ffont Rear Depth
10. Date of Purchase Name of Former Ow
ner
11. Zone or use district in which premises are situated IpF-
12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO r�'C
13. Will lot be re-graded?YES O will excess fill be removed from premises?YES NO
P
14.Names of Owner of pre es U I Address Phone No.
Name of Architect /Z Address Phone No
Name of Contractor r Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YESXNO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS Y BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES,D.E.C.PERMITS MAY BE REQUIRED.
16. Provide survey,to scale,with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
S :
COUNTY OF
{�- C eing duly sworn,deposes%'AwAR 1g7R j&ant
(Name of individual signing contract) above n ed, No.01 BU6185056
Qualified in Suffolk County
(S)He is theAch�t��� Commission Expires April 14,2 C6)Cf
(Contractor,Agent, C01V
ate Of er, 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 knowledge an elief, and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
day of D� 20
Notary Public Signature of Applicant
,,.^1. - •r♦ - r i iov'aiy.
°�VO�ii i�fi�:- e"`iv fora.. �� �%":., i'�' ��� v ..', 0 yrs �"i 4�n. _ •v"a Iq 01 o0i: -
•i111v°`,I +ere•: -
!: BOARD OF SOUTHOLD TOWN TRUSTEES
SOUTHOLD, NEW YORK e `
hll°II
PERMIT N0. 9647 DATE: FEBRUARY 12' 2020 r� �<
ISSUED TO: RICIIARD ,�PERRI PARLINI r
'`gre PROPERTY ADDRESS: 4585 PEQUASH AVENUE,,CUTCHOGUE
SCTM# 1000-137-4-5.2 �e o
-
AUTHORIZATION
§ ---Pursuant to the provisions of;Chapter 275-of the Town Code of the•Town,of Southold and in
't ='.nelepl accordance with the Resolution of the Board of Trustees adopted at the meeting held on FebruarX•i2,2020, and
in consideration of application fee in the sum of$250.00 paid by Richard & Perri Parlini and subject to the
�oolle Terms,and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits ororoi
the following:
o Wetland Permit for the existing two story'dwelling(1,238.8sq.ft. footprint), on seaward side of
ae dwelling remove existing open wood deck and steps(482.0sq.ft.) and replace with proposed eele9r
a 1324.1sq.ft. open deck and proposed-178:4sq.ft. screened covered porch; and construct a „
shower on'northerly side of dwelling; and as depicteonilie site
proposed 30.2s °f. outdoor
;yo;•�;, fi
°4111Y
-' •� ,�a�'• plan prepared by Mark Schwartz&Associates,received on February 10,2020 and stamped
approved'on February 12,2020.
� - IN WITNESS WHEREOF,the said Bbard of Trustees hereby causes its Corporate Seal to be affixed, E �a
saga ti a'd`these'presenis to be'subscribed by ainajdrity'dithe,said Board as of the 126day of February,2020. eL4 3
,b T
Ie e<
,eegld 0 .`-§:� ewe° _'` _-�<¢ce::: -', -•'".ae•�A.e�l�b=' °:�f�d,• .yoo:. _ p ^Bede bi.�..i°
I w
Glenn Goldsmith,President Town Hall Annex
A.Nicholas Krupski,Vice President 54375 Route 25
" P.O.Box 1179
John M.Bredemeyer III
' Southold,New York 11971
Michael J.Domino c
.; � Telephone(631) 765-1892
Greg WiFax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
#
1821C_ Date: June 7,2021
THIS CERTIFIES that the_existing two-story dwelling(I 211.$9gft.footer ',on seawardAdd of
dwelling remove existing-open•wood deck-and ste ss; 48-2••Osq ft.)and-replacewith=proposed"3 4.1•so:ft.
opei decro_ ed 178.4silf#.screened-coirsred porchs:aad'constcuctagroposed 30.2sq:ft.outd_'oor_
shower on.northerly�•side_of dwelling:
At 4585 Pequashenue.Cutchogge
Suffolk County Tax Map#-1006-137=4-S-2
Conforms to the application for a Trustees Permit heretofore filed in this
office Dated January 2.2020 pursuant to which Trustees Wetland Permit#9647
Dated February 12,2020,was issue and conforms to all the requirements and conditions of
applicable provisions of law. The pr ject for which this certificate is being issued is for existin
twasto dwellin : 123$.8s ft:.fcio 'iiri '•onseawaid' ide of dwelliri" reifioire existinQ.o en wood fleck
and_ste s 482.Os .ft. and re lace-wlth o osed 324.l.s :ft.o en deck and Rrqsed-17&4s .it,screened:
covered patch.-'and construct a ro ed 30'.2s :ft.•oi tdaioa shower on northerl side-of dwellin
The certificate is issued to` elf rd&-Peni Parlini owners of the aforesaid property.
of ced Signature
t �
NEW YORK.STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC ID 1-4738-04730
PERMIT
q Under the Environmental Conservation Law-f__+CQ
Permittee and Facility Information
Permit Issued To: Facility:
RICHARD PARLINI PARLINI PROPERTY
110-45 71ST RD APT 5P 4585 PEQUASH AVEJ1000-137-4-5.2
FOREST HILLS,NY 11375 CUTCHOGUE,NY 11935
Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Southold
Facility Principal Reference Point: NYTM-E: 712.839 NYTM-N: 4542.89
Latitude: 41100'34.0" Longitude: 72°28'08.5"
Project Location: 4585 Pequash Avenue, Cutchogue,NY 11935
Authorized Activity: Remove and replace 324.1 square foot deck in same location. Construct 11.7 foot
by 15.3 foot screened in porch and 5.3 foot by 5.7 foot outdoor shower.
All work shall be done in strict conformance with the attached plans prepared by Mark Schwartz&
Associates Architect,dated 8/27/2020,and stamped "NYSDEC Approved" on 09/03/2020.
Permit authorizations 1
Tidal Wetlands-Under Article 25
Permit ID 1-4738-04730/00001
New Permit Effective Date: 9/3/2020 Expiration Date: 9/2/2025
NYSDEC Approval
By acceptance of this permit,the permittee agrees that the permit is contingent upon strict
compliance with the ECL,all applicable regulations,and all conditions included as part of this
permit.
Permit Administrator:KEVIN A KISPERT, Deputy Permit Administrator
Address: NYSDEC Region 1 Headquarters
SUNY @ Stony BrookJ50 Circle Rd
Stony Brook,NY 11790-3409
Authorized Signature; Date
Page 1 of 6
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC ID 1-4738-04730
Distribution List
Marine Habitat Protection
Torey K.Kouril
Permit Components
NATURAL RESOURCE PERMIT CONDITIONS
GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS
NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS
Permit Attachments
Site Plan 8/27/2020
NATURAL RESOURCE PERMIT CONDITI®NS - Apply to the Following
Permits: TIDAL WETLANDS
1. Conformance With Plans All activities authorized by this permit must be in strict conformance
with the approved plans submitted by the applicant or applicant's agent as part of the permit application.
Such approved plans were prepared by Mark Schwartz&Associates Architect, dated 8/27/2020,and
stamped "NYSDEC Approved" on 09/03/2020.
2. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous
location on the worksite and adequately protected from the weather.
3. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee
and contractor shall sign and return the top portion of the enclosed notification form certifying that they
are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion
of project, the bottom portion of the form must also be signed and returned, along with photographs of
the completed work.
4."Conetete'LeaeltaW Dtfriii`g,t;oristYuctioii,,ria v et iar fresh concrdte or lbl,,chats shall-be allowed to
escape into any wetlands or waters of New York State,nor shall washings from ready-mixed concrete
trucks,mixers, or other devices be allowed to enter any wetland or waters. Only watertight or
waterproof-forms-shall-be-used-.—W-et-concrete-shall-not-be-poured-to-displace-water-within-the-forms.
5. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from
construction of this project shall be completely removed from the adjacent area(upland)and removed to
an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas.
Page 2 of 6
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC ID 1-4738-04730
6. Materials Disposed at Upland Site Any demolition debris,excess construction materials, and/or
excess excavated materials shall be immediately and completely disposed of in an authorized solid
waste management facility. These materials shall be suitably stabilized as not to re-enter any water
body, wetland or wetland adjacent area.
7. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal
wetlands or protected buffer areas as a result of the permitted activities.
s. Storage of Equipment,Materials The storage of construction equipment and materials shall be
confined within the project work area and/or upland areas greater than 75 linear feet from the tidal
wetland boundary.
9. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag,flyash, broken
concrete or demolition debris).
10. Install,Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales, silt
fencing, etc.,are to be placed on the downslope edge of any disturbed area. This sediment barrier is to
be put in place before any disturbance of the ground occurs and is to be maintained in good and
functional condition until thick vegetative cover is established.
11. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or
stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt
curtains(or other NYSDEC approved devices)placed on the seaward side between the fill and the
wetland or protected buffer area. Tarps are authorized to supplement these approved methods.
12. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional
condition until the project has been completed and the area has been stabilized.
13. State Not Liable for Damage The State of New York shall in no case be liable for any damage or
injury to the structure or work herein authorized which may be caused by or result from future
operations undertaken by the State for the conservation or improvement of navigation, or for other
purposes, and no claim or right to compensation shall accrue from any such damage.
14. Precautions Against Contamination of Waters All necessary precautions shall be taken to
preclude contamination of any wetland or waterway by suspended solids, sediments,fuels, solvents,
lubricants,epoxy coatings,paints,concrete, leachate or any other environmentally deleterious materials
associated with the project.
15. State May Require Site Restoration If upon the expiration or revocation of this permit,the
project hereby authorized has not been completed,the applicant shall,without expense to the State,and
to such extent and in such time and manner as the Department of Environmental Conservation may
lawfully require, remove all or any portion of the uncompleted strdcfdre or filhand restore the site to its
former condition. No claim shall be made against the State,ofNew York on account of any such
removal or alteration.
Page 3 of 6
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL.CONSERVATION
Facility DEC ID 1-4738-04730
16. State May Order Removal or Alteration of Work If future operations by the State of New York
require an alteration in the position of the structure or work herein authorized,or if, in the opinion of the
Department of Environmental Conservation it shall cause unreasonable obstruction to the free
navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the
State,or cause loss or destruction of the natural resources of the State,the owner may be ordered by the
Department to remove or alter the structural work,obstructions,or hazards caused thereby without
expense to the State, and if,upon the expiration or revocation of this permit,the structure, fill,
excavation,or other modification of thewatercourse hereby authorized shall not be completed, the
owners, shall,without expense to the State,and to such extent and in such time and manner as the
Department of Environmental Conservation may require,remove all or any portion of the uncompleted
structure or fill and restore to its former condition the navigable and flood capacity of the watercourse.
No claim shall be made against the State of New York on account of any such removal or alteration.
GENERAL CONDI'T'IONS - Apply to ALL Authorized Permits:
1. Facility Inspection by The Department The permitted site or facility, including relevant records,
is subject to inspection at reasonable hours and intervals by an authorized representative of the
Department of Environmental Conservation (the Department)to determine whether the permittee is
complying with this permit and the ECL. Such representative may order the work suspended pursuant
to ECL 71-0301 and SAPA 401(3).
The permittee shall provide a person to accompany the Department's representative during an inspection
to the permit area when requested by the Department.
A copy of this permit, including all referenced maps,drawings and special conditions, must be available
for inspection by the Department at all times at the project site or facility. Failure to produce a copy of
the permit upon request by a Department representative is a violation of this permit.
2. Relationship of this Permit to Other Department Orders-and Determinations Unless expressly
provided for by the Department, issuance of this permit does not modify, supersede or rescind any order
or determination previously issued by the'Department or any of the terms, conditions or requirements
contained in such order or determination.
3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a
separate written application to the Department for permit renewal,modification or transfer of this
permit. Such application must include any forms or supplemental information the Department requires.
Any-renewal,-modification-on.transfer granted-by the_Depar_tment-must-begin writing.—Submission-of
applications for permit renewal, modification or transfer are to be submitted to:
Regional Permit Administrator
N YSDEC Region 1 Headquarters
SUNY @ Stony BrookJ50 Circle Rd
Stony Brook,NY11790 -3409
Page 4 of 6
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC ID 1-4738-04730
4. Submission of Renewal Application The permittee must submit a renewal application at least 30
days before permit expiration for the following permit authorizations: Tidal Wetlands.
5. Permit Modifications,Suspensions and Revocations by the Department The Department
reserves the right to exercise all available authority to modify, suspend or revoke this permit. The
grounds for modification, suspension or revocation include:
a. materially false or inaccurate statements in the permit application or supporting papers;
b. failure by the permittee to comply with any terms or conditions of the permit;
c. exceeding the scope of the project as described in the permit application;
d. newly discovered material information or a material change in environmental conditions,
relevant technology or applicable law or regulations since the issuance of the existing permit;
e. noncompliance with previously issued permit conditions,orders of the commissioner, any
provisions of the Environmental Conservation Law or regulations of the Department related to
the permitted activity.
6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or
another permit condition. Applications for permit transfer should be submitted prior to actual transfer of
ownership.
Page 5 of 6
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC ID 1-4738-04730
NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS
Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification
The permittee,excepting state or federal agencies, expressly agrees to indemnify and hold harmless the
Department of Environmental Conservation of the State of New York, its representatives,employees,
and agents("DEC")for all claims, suits, actions,and damages,to the,extent attributable to the
permittee's acts or omissions in connection with the permittee's undertaking of activities in connection
with,or operation and maintenance of,the facility or facilities authorized by the permit whether in
compliance or not in compliance with the terms and conditions of the permit. This indemnification does
not extend to any claims, suits,actions,or damages to the extent attributable to DEC's own negligent or
intentional acts or omissions,or to any claims, suits, or actions naming the DEC and arising under
Article 78 ofthe New York Civil Practice Laws and Rules or any citizen suit or civil rights provision
under federal or state laws.
Item B: Permittee's Contractors to Comply with Permit
The permittee is responsible for informing its independent contractors,employees, agents and assigns of
their responsibility to comply with this permit, including all special conditions while acting as the
permittee's agent with respect to the permitted activities,and such persons shall be subject to the same
sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee.
Item C: Permittee Responsible for Obtaining Other Required Permits
The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of-
way that may be required to carry out the activities that are authorized by this permit.
Item D: No Right to Trespass or Interfere with Riparian Rights
This permit does not convey to the permittee any right to trespass upon the lands or interfere with the
riparian rights of others in order to perform the permitted work nor does it authorize the impairment of
any rights,title, or interest in real or personal property held or vested in a person not a party to the
permit.
Page 6 of 6
Scott A. Russell STORNIWAXIER
SUMERVISOR
SOUMOM TOWN HALM.-P.O.Box Un MANAGEMENT
530%Main Road-S0UM0MbMV-y0jM UM Town of Southold
,CHAPTER 236 - STORAWATER AIANAGEAWNT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT)
DOES TMS PRCU= INVOLVE ANY OF THE ' FOLWWITG:
Yes No (CMM AM THAT APPLY?
A. Clearing, grubbing, grading or-stripping of land which affects more
than 5,000 square-feet of ground surface.
® B_ Excavation or filling involving more than 200 cubic yards of material -
within anvpar cel or any contiguous area.
C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
& erosion hazard area.
E. Site preparation within the one-hundred-year floodplain as depicted
on FHAWap of-any watercourse.- - - -
F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval -of a Stormwater Management
Control Plan was received by th6 Town and the proposal includes
in-kind replacement of impervious surfaces.
L
If You answered NO to=10f the questions above,SwPi Cmplete the Applicant section below with your Name,
SJgUatWq, COULad hiftMatI011,Daft & C0UUtY TaX Map Number! Chapter 236 does not apply to your prwect.
If you answered YES-to one or more of the above,please submit Two copies of a Stormwater Management control Plan
and a completed Check list Form to the Building Department miff—your Building Permit Application.
APPLICANT: (Property Owner;Design Professional,Agent Contractor,Other) S.C.T.M_ 1000 Datet
Dw�
NAME T 137
temion Block Lot
Contact Infornuition: FOR BUILDING DEPAR71VIENT USE ONLY`
Reviewed By:
— — — — — — — — — — — — — — — — — —
Date.
Property Address/Location of Construction Work. — — — — — — — — — — — — — — — —
4 4, ( �� � -- Approved
- Approved for processing Building Permit.
CStormwater Management Control Plan Not Required.
cl—
Ur Stormwater Management Control Plan is Required.
(Forward to Engineering Department for Review.)
FORM SMCP-TOS MAY 2014
APPLICANT_ S.C.T.M.#: 1000 l ,�
(Property Owner.CDe-sign_�f>- Agent,PContractor,Other) �ae ... +.a. Osff CHAPTER 236
Stormwater Management Control Plan CHECK LIST
NAME Ft- t1 Seciton Block Lot w S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application.
Pk.�Pnnt
Date: * The applicant must provide a Complete Explanation and/or Reason foi not providing
® ) 'Z P U all Information that has been Required by the following Checklistl
atgnature Td ryho,r,un
1. A Site Plan drawn to scale Not Less that G0' to the inch MUST YES NO NA If You answered No or NA to any Item, Please Provide Justification Here!
show all of the following items: If you need additional room for explanations, Please Provide additional Paper.
a. Location & Description of Property Boundaries
b. Total Site Acreage. 0�
c. Existing-Natural & Man Made Features within 500 L.F.
of the Site Boundary as required by§236-17(C)(2)
d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water.
e. Limits of Clearing & Area of Proposed Land Disturbance. ✓ 0
f. Existing& Proposed Contours of the Site (Minimum 2'interval) 0�
g. Location of all existing& proposed structures, roads,
driveways,sidewalks, drainage improvements& utilities.
h. Spot Grades& Finish Floor Elevations for all existing&
proposed structures.
1. Location of proposed Swimming Pool and discharge ring. 0
j Location of proposed Soil Stockpile Area(s). 0
k. Location of proposed Construction Entrance/Staging Area(s). 0�
1. Location of proposed concrete washout area(s). �0
M. Location of all proposed erosion&sediment control measures. 0�
2. Stormwater Management Control Plan must include Calculations showing
that the stoi mwater improvements are sized to capture,store,and infiltrate
on-site the run-off from all impervious surfaces generated by a two(21 inch 0�
rainfall/storm event.
3. Details&Sectional Drawings for stortnwater practices are required for approval.
items requiring details shall include but not be limited to:
a. Erosion&Sediment Controls. 0�
b. Construction Entrance& Site Access. 0�
c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.)
d. Leaching Structures (e. .infiltration basins,swales,etc.)
****FOR ENGINEERING DEPARTMENT USE ONLY** Additional Information is Required.
Reviewed & Stormwater Management Control Plan is Not Complete.
Approved By: - — — — — — — — — — — — — — — — — — — — — — — —
Stormwater Management Control Plan is Complete.
Date: SMCP has been approved by the Engineering Department.
FORM * SWCP Check List -TOS MAY 2014
J" r Y"•:4 x irisf of f�a ` V'
ILf SIG DEPARTMENT-Electrical Inspector t�
MAR 3 1, 2 ._e', TCw*OF SOUTHOLD
.� �.,�t� 20 MARwg yap`pnek=54375 Main Road - PO Box 1179
Southold, New York 11971-0959
, �ephrn�e{631) 765-1802 - FAX (631) 765-9502
ifi owZ�jf td v Dny.aov seand(uD-southoldtownny.aov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company Name: tIJ IU' .�.�e I-r� l Co n-��
Name:
License No.: L-/-7 2-3-01 C email:
Phone No: 61,Fp request an email copy of Certificate of Compliance
Address.: /'- D -
JOB SITE INFORMATION (All Information Required)
Name:
Address: Ll 5 S u Cv ti
Cross Street: 2-
Phone
Phone No.: A41w-
Bldg.Permit#: y y Z email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK(Please Print Clearly)
Check All That Apply:
Is job ready for inspection?: faYES nNO [Rough In ; 06nal
Do you need a Temp Certificate?: DYES (MNO Issued On
Temp Information: (All information required)
Service Size Q1 P 3 Ph Size: #I�Aet s Old eter#
F1 New Servi ❑ Service connect Un rground erhead
#Undergro d Laterals QH Fram ole Work done n Service? Ely ❑N
Additions Information:
PAYMENT DUE WITH APPLICATION 3
Cr
Electrical Inspection Form 2020.xlsx ul
'1 7 IqY2 ,
Town Hall Annex Telephone(631)765-1802
54375 Main Road us Fax(631)765-9502
P.O. Box 1179
Southold,NY 11971-0959 a
00"
BUILDING DEPARTMENT
{NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION A D/OR TIMBER CONSTRUCTION
Date: o ��
Owner:
Location of Property:
Please take notice that the (check applicable line):
New commercial or residential structure
---X Addition to existing commercial or residential structure
Rehabilitation to an existing commercial or residential structure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):
Truss type construction(TT)
XPre-engineered wood construction(PW)
Timber construction (TC)
in the following location(s)(check applicable line):
Floor framing, including girders and beams (F)
Roof framing (R) P I D_ ®iV (�
Floor r o framing (FR)
Signature: 1�
!dame (person submitting this form): M
Capacity(check applicable line):
Owner
Owner representative
TrussRegl5.docx Effective 1/1/2016
SURVEY OF DESCRIBED PROPERTY G_
MAP OF FLEETWOOD COVE
FILED 01 JULY1938 FM1263000
SCTN LOT 5.1 HWM 2.94 '0.04 H2O2�5 P�,IJG
AT CUTCHOGUE U.P. S 88°54'30"E 90,0 to o g ,F�p
TOWN OF SOUTHOLD 7.59 GB GB 7.29 GB 7.36 \ \�r�; moo ` Avg 1.64 FDAP
CMONFD 7.47 6.80 GB \ y 7.51 TP8D
SUFFOLK CO., MY `�� W �A.� � `� �
_ - _ c\ o� no 0 1.50 FDAP
1000- 137-04-5.2 CJ NG .65 a5\ a\
\ \ �-o�> �`r _A�Q 2.19 ALRMPAP
8 \LP 6.56 �/\ Fil"
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NOTES: S 5 h \ 7.00 GB �B 4. 6
AC.-ASPHALT O G S. \ _
AP:ANGLE POINT 8.92 YS !Z 0- a�5O \\ 7.20 I FDAP 5 pG�
BK:.BUIL R`u+ �o c, p �51 \ NG GB 6.55 0
BLD:BUILDING 9 p �O \ 1 \ 7 2.84\
CLF:CHAIN LINK FENCE \ �' Zno 0 W� 8.49 \\ SCTM LOT 5.2 1 80DSET 6.51 \6 FDS, hvm
EP:EDGE OF PAVING \ w m �G NG \ RT/EEND 4.3 v b
ETMEDGE OF TRAVELLED WAY \ �. '6, QO •O NG 8,27 \ ` I\
EX.=EXISTING \ ° 3�Q \ `
FD:FLOATING DOCK \ moo ' 6� \\ \ ` f.RTBG 5.09 O`\ • ?Qp
LS:LIGHT STANDARD \ \ 8.67BLDAP OPQ \ 1 GB 6.30 \ �� `�• S
LT:LOW TIDE @ TIME OF SURVEY \ i p �o a'F �P� Q \ 7.36 1 \ ��� \antis \ 'y?p2A
\ ��N o6' O & a0 05G QEDP X03 �pP NG
NG:NATURAL GROUND YS 9.37 �\ SPP ti g. GR 6S �� 1 p •� \ y2
PCC:CONCRETE >• 'y e'y DP�O 000 q6• ph 26 ZS oG\ \ \ %lo
SF:SLAT FENCE "� �` o °'•�.4% GE 9 05"03 g' 1 g13 \ 1 \ \HWM
SG:SEA GRASS BOO��v, '9� g 5� m� o�g�w COQ 'O 0 1 �I011 a� owE 0.00
TBH:TOP OFBULCKHEAD ^ yo G, g�cPPPgb�SB�e��0 �;o� � �� aP �y?,I I R76 �GD� gr, RTIE PL
TE:TRASH ENCL. Y BOOR 8 05w CT ' ��p� 1 , TOPAP 6.61 C= PQ3• 11 \ 32.70 HWM
6NAPBB9
TG:TOP OF GRATE G a� �� �� O► O O -3.0 Z
TH.TEST HOLE BBBAC', MCCB60 �y F 3 to
,► 10-'/ �L
TP:TOP OF PILE fp °gym FcOB e7 •xp �l O'F 11.29 NG 7.05 /
TW.•TOP OFWALL N� 6,OCB78 _ O Q° 'A w WDAP
VF:VINYL FENCE. a' B�'�B""°C C ?P"G • ZQ SZ cr��'I 8.60 N8�29 NG 6g6�pP/�0PG�8 4.65 TOE O�
WIFENCE:WROUGHT IRON �e a oe 0P $'
WW:WOOD WALK �� 9EC �y► � �N 7 � /g5� 5.45 NG
�� y1�i 5.04 7X3.5 RM BACK8X8
SURVEYED:09 NOV 2019 ` Z 131G8 �9N ,a'a �� THRESH 11 22
• c �,, �� •�. / ,: �'iA31• SCTM LOT 06 \
■ :FOUND CONC.MONUMENT 10.46 �y o2� 0
9. e� F NEtV
10.64 � tS- 8• / G
�� � O eL �9� PP I1 65 �E0, `J�QO 5.09 NG A. GO
ELEVATIONS HEREON BASED UPON YS L��Os \\�°� ' PP o 1 ,�6 ,� \ 6•�� R 2
MEAN LOW WATER DATUM >> �G� g��
THE OFFSETS OR DIMENSIONS SHOWN HERON FROM THE PROPERTY LINES TO 7.10 BK
\
THE STRUCTURES ARE FOR A SPECIFIC PURPOSE 8 USE.THEREFORE,THEYARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION cs O 10.38 On'.:''� \
OFFENCES,ADDITIONAL STRUCTURES OR ANY OTHER IMPROVEMENT. GB \\ �G(G,• 87 BOW
9.71 TVBG
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS SURVEY IS A VIOLATION OF \ O� n� \ ��
SECTION 7209 SUBDIVISON 20 OF THE NEW YORK STATE EDUCATION LAW. COPIESaR1,.,• 9 92 BOW � � As .
OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR �. fds '<` Q' �10.92TWPOL ,/� /
EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. O F,� .' LAND S �t Y f. 50869
CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM �O 11.06 TWBG DLNG \ P.O. BOX , NY 11961
THE SURVEY IS PREPARED, AND ON THEIR BEHALF TO THE TITLE COMPANY,GOV- \ \ 631.849.4750
ERNMENT AGENCY AND LENDING INSTITUTION LISTED HEREON. CERTIFICATIONS 11.62 PPVERZ37 �_
ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS \ t3` SCALE: 1 -20
NO RESPONSIBILITY IS ASSUMED BY THE UNDERSIGNED FOR ANY SURFACE, SUB- \
SURFACE, AERIAL EASEMENTS,SUB-SURFACE UTILITIES AND/ OR STRUCTURES -�
IN OR OUT OF EASEMENTS IF SO PROVIDED. ECBB ACAP BR KAP 12.04 SCTM 1000- 137-04-05.2
SITE DATA: SCTM # 1000-137-04-5.2
DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL:
PROPERTY: 11159.1 SQ. FT. 0.256 acres -
ESTIMATED AREA OF 2500 SQ.FT. -
GROUND DISTURBANCE:
EXISTING HOUSE: 1238.8 SQ. FT. 11.1%
EXISTING WEST PORCH: 42.0 SQ. FT. 0.4% FL�i
EXISTING EAST DECK: 482.0 SQ. FT. [TO REMOVE] 1 CU.YD. 1 CU.YD.
PROPOSED EAST DECK: 324.1 SQ. FT. 2.9% 5 CU.YD. 2 CU.YD.
zY EUGENE
< PROPOSED SCREENED PORCH: 178.4 SQ,FT. 1.6% 3 CU.YD. 1 CU.YD.
°0 CREEK
LL PROPOSED OUTDOOR SHOWER: 30.2 SQ. FT. 0.3 % 2 CU.YD. 1 CU.YD.
_ _ _ _ - , - _ PROPOSED DRYWELLS: 6'dia.,3'deep 5 CU.YD. 2 CU.YD.
HW(2.94') p
TOTAL: 1813.5 SQ. FT. 16.3% 16 CU.YD. 7 CU.YD.
O
DELAP.R.R. x W
11► _ _� _ TIE RET. MEETS&BOUNDS BY: PETER GROBEN,LAND SURVEYOR SURVEY DATE: 11/9/2019 H z
7 O
� 00U
tr) Ems"
S
DEMOLISH EXISTING 324.1 Q.�1".-BECK
RE-CONSTRUCT NEW 324.1 SQ.FT.D CK
AND 178.4 SQ.FT.SCREENED-IN PORCH
HAY BALE OR SILT FENCING 'J� // AS IN SAME LOCATION \
LIMITS OF CLEARING TO BE O O
'NOMOOSEDW2VFROM - - - - \ STORM WATER MANAGEMENT DETAILS N v
PROPOSED WORK AS ` EXI G DECK \ `N�
INUICATED ON SITE PLAN i _ -
C>CiCE�T.�EE �.�E REMOVED
.CVASHOUTI J -�� t� - •IL1 NEW ROOF AREA 250 SQ FT N.T.S. m m v O
, -,, AT IOD%WATER RUNOFF:"CU FT
L ,-TOP 19.8woe1' .;\ \ X U
1
: PRCPOS D rRovin6DRvwELL O SOIL �AC55CU FT SCREENED O
DW
PROPOSED .. m O a Q
EXImMGGUTTFRDOWNfPOUr % / DECK /^� X O
O / UNDERGROUND DRAINAGE 04�� _ 1_•Y >L-�y. cz (g Do
STANDARD S" ,� .�-I ►'Y U �-•V
/
PROPOSE D , 1 PLY NOTES: O Lf) .
W Y l / OUTDOO �ri 1).EXECUTION: 0 � q�-}-1I
SHOWER �� A).DO NOT BEGIN INSTALLATION TNELL SUBSTRATES HAVE BEEN PROPERLY PREPARED. O i Ej
TION
Q EXITTTNG GUTEE0. 2).PREPARATION:
.D UNDFRGROUND / ).P�REPNSURFACEARE SURFACES USING THOROUGHLY
PRIOR TO RECOMMENDED BY THE MANUFACTURE FOR
EXISTING 2 STY. HOUSE /
DRAINAGE ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS.
O �. I _
Q.PAINTN WITH
LED ME EAL PROTECTIVE
ROO���BAAN SURFACES IN CONTACT WITH DISSIMILAR U
ALLATION-
O OCING PAINT.
3 AIF)STPERFORMM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS 00 CU E
(13
W O 1).GUTTER To BE PITCHED TOWARDS LEADER I'TO 2'FOR EVERY 401 DF RUN. CV F
O 2).SHEET METAL JOIN LENGTHS WITH WATERTGNT JOINTS.
/ 29.5' a).COPPER 1 LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND .O W
ACCESSORIES. //��
Q 1 B).ALUMICONNNUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP)DINT L-y
0 /7 BRI IE MAS.PLANT-EP- NN 3).CONNECT DOWNSPOUTS To STORM SEWER SYSTEM AS INDICATED.SEAL
CONNECTION WATERTIGHT.
VomN GUTTER oa wwsaovr DRY WELLS TO BE 10'MIN. +>.PROTECTION-
EXISTING
E \ EXISTING UNDERGROUND DRAINAGE AWAY FROM HOUSE A)PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROA{T.
N..J ASPHALT j� COMP EnoN.
DRIVEWAY EKIfTING 0.DOWNfPOUT OVCPLETI REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL
r/•.w / VNDE0.L W DDRAINAGE (yT e O
O
/ V� Q
50.0' '-'
U
N 10
__2_H TIRE _ - -N-32 _ O 11ML_- _ OHWIRE _ - 100.01- _O - OHWIRE V)
--P EQUASH A V E N U E
SITE PLAN. , h
APPROVED BY SCALE: 1° = 201-0)' �. )R ' JA
BOARD OF 1 RUSTEES y� 1
TOWN OF SOUTHOLD
FEB 1 20 DATE FuA�e�( l2�Nzozo DRAWN:
0 20
SCALE:
JOB#:
2/7/2020
SHEET NUMBER:
S- 1
APPROVED AS NOTED
DATE: B.P.# ITE DATA: SCTM # 1000-137-04-5.2
FEEY: DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL:
NOTIFY BUILDING D,-.PARTMEN AT
C,5-1822 8 AM TO 4 PM FOR THE PROPERTY: 11159.1 SQ. FT. 0.256 acres -
FOLLOWING INSPECTIONS:
1. FOUNDATION - TA"O REQUIREDO
ESTIMATED AREA OF 2500 SQ. FT. - -FOR POURED C; NSR TE GROUND DISTURBANCE: i--i
2. ROUGH - FRAMING & PLUMBING ["�
3. INSULATION
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O. EXISTING HOUSE: 1238.8 SQ.FT. 11.1 % - W
ALL CONSTRUCTION SHALL MEET THE'. H
REQUIREMENTS OF THE CODES OF NEW EXISTING WEST PORCH: 42.0 SQ. FT. 0.4%
YORK STATE. NOT RESPONSIBLE FOR EXISTING EAST DECK: 482.0 SQ. FT. [TO REMOVE] 1 CU.YD. i CU.YD.
DESIGN OR CONSTRUCTION ERRORS.
COMPLY WITH ALL CODES O
NEW YORK STATE & TOWN CODES
AS REQUIPED AND CONDITIONS, OF PROPOSED EAST DECK: 324.1 SQ. FT. 2.9% 5 CU.YD. 2 CU.YD.
EUGENE
I-u ��' '"-^ 11 T ','a'�ZEA PROPOSED SCREENED PORCH: 178.4 SQ,FT. 1.6% 3 CU.YD. 1 CU.YD.
LL CREEK _ r -^, , ,I A�,N ^ D
POSED OUTDOOR SHOWER: 30.2 SQ. FT. 0.3% 2 CU.YD. 1 CU.YD.
TC"VJN TRUSTIES
_]- - - - - - - - ` PROPOSED DRYWELLS: 6'dia.,3'deep - 5 CU.YD. 2 CU.YD.
- -�- -
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33g ��� SHEETNUMBER:
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02339 Q� SHEET NUMBER:
EDF NEVI�O
A- 7
CODE: 2015 IRC, 2016 NYS
CLIMATIC&GEOGRAPHIC DESIGN CRITERIA UNIFORM SUPPLEMENT
GROUND WINDI SEISMIC FROST qESIGN
ICESHIELD FLOOD r�
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAI L D RAW t N G S SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY NDERLAYMEN LOAD (MPH) CATEGORY DEPTH REQUIREDHAZARDS
MODERATE SLIGHTTOO20 PSF 130 B SEVERE 3 F7. TO HEAVY MODERATE IN
USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUMUPLIFT LOAD CAPACITY.
�_1
SOIL COMPACTION:
KING STUDS CAPACITY.
4"MAX. 1).CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# C�
2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL
CONDITONS PRIOR TO FILL. REMOVE AND ADD ADDITONAL FILL AS NCEDED.
4"DIA.MAXIMUM 3).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D 699 w
RAFTER CRIPPLE STUD e AND ASTM D 1557). COMPACT THE SOIL AT 12-LIFTS(TYPICAL). CONTRACTOR TO HAVE
FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION.
LEDGER
RIDGE HEADER
DECK AND COVERED PORCH NOTES:
1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber.
RAFTER JACK STUDS All fasteners,hangers and anchors to be galvinized or stainless steel.
�
m 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts
Girders on concrete piers shall be anchored with proper steel connectors anchored
into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.
RAFTER-TO-LEDGER CONNECTION 3).Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete
LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS 16"OC WITH VIASHERS HEADER-TO-POST/STUD CONNECTION footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall
RIDGE-TO-RAFTER CONNECTION RAFTER S] EJUSPNUMBER1 ESCRIPTION I APPLICATION LOCATION JUSPNUMBERI DESCRIPTION APPLICATION be 3 ft.below grade.
STAIR RAILING ILOCATIONJUSP NUMBERI DESCRIPTION APPLICATION2x6-2x8 I LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS ISTA12 1-1/4"xl2"20ga.STRAP I APPLY TO EACH JACK STUD 4).Deck joists to have blocking at 8'0 o.c..
ROOF I LSTA24 144 x24"20ga.STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS I RT3 OR RT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STU
5).Flashing shall be installed between the building and ledger.Lapping up the sheathing
1-1/2"SPACE and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers
MINIMUM
and nuts at 16"o.c.
6).Concrete piers shall be a minimum 6"above grade.
HANDRAILS RAFTER
7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored ETl
to girder(s). �..Li
RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. W
9).Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal
TOP PLATE Q
POST for any contact with ACQ. O
TOP PLATE
BALUSTERS [L�
WALL STUD RIM/DECK JOIST o HANDRAIL NOTES: H�
OPEN BALUSTER ATTACHED TO WALL WALL STUD C All required handrails shall be of one of the following types W
or provided equivalent graspability.
HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION
RAFTER TO PLATE/STUD CONNECTION 1).Type I.Handrails with circular cross section shall have an
LOCATION USP NUMBER O
ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater � M
LOCATION USP NUMBER DESCRIPTION APPLICATION W
OF THE STAIRS- HANDGRIP PORTION OF ALL HANDRAILS CONNECT EACH than 2 inches.If the handrail is not circular k shall have a
RAFTER/PLAT RT15 TYDOWN ANCHOR N
SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION perimeter dimension of at least 4Inches and not greater O0 U
4"-6"RAFTER RTIO 10-3/4"x ISga.TYDOWN ANCHOR
EACH RAFTER than 6-1/4 inches with a maximum cross section of
CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN.(2)1/2"DIA,GALV.BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches.
d
PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD U
EACH RAFTER 2).Type 11.Handrails with a perimeter greater than 6-1/4
inches shall provide graspable finger recess area on both
sides of the profile.The finger recess shall begin with a
4"MAX.
distance of 3/4 inch measured vertically from the tallest
portion of the profile and achieve a depth of at least 5/16
4"DIA.MAXIMUM -- inch within 7/8 inch below the widest portion of the
06—' I GIRDER/HEADER profile.The required depth shall continue for at least 3/8
inch to a level that is not less than 1-3/4 inches below the
tallest portion of the profile.The minimum width of the
GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a
o maximum of 2-3/4 inches.Edges shall have a minimum
JOIST POST/COLUMN °o o radius of 0.01 inches. N v �
00
POST/COLUMN c+) M N v
NAILING SCHEDULE
XV
GIRDER/HEADER F SHEATHING- C) ON c��LQ 0 2
PO CIO O
JOINT DESCRIPTION NAIL NAIL QTY. NOTES POST- SPACINGTO-GIRDER/HEADER CONNECTION C
LOCATION I USP NUMBER AS PER TABLE 3.8
DESCRIPTION APPLICATION STRUCTURAL PANEL 8d WFCM-SBCy
CZ W Ln _
SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN p
DECK/PORCH RAILING �y � �
6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN ROOF FRAMING: rM U
LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION
HOLLOW COLUMN SIMPSON STRRi/2 H.C. ANCHOR APPLY TO EACH COLUMN NAIL NAIL A ,ir
JOIST TO GIRDER/HEADER RTIO TYDOWN ANCHOR CONNECT TO EACH JOI USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION NOTES ^ v1
QTY. SPACING
RAFTER TO 8'WALL:3-Sd COMMO EACHi y
TOP PLATE 10'WALL:4-8d COMMOP I RAFTER TOE-NAIL Lf) U
CEILING JOIST 8'WALL:3-8d COMMOI, EACH 10 • U')
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TO TOP PLATE 10'WALL:4-Hd COMMO TOE-NAIL 101ST 00 41 v
STU CEILING JOIST TO AS PER TABLE 3.7 EACH FACE C)
PARALLEL RAFTER WFCM-SBC LAP NAIL C) W
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BEARING PLATE
GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE
6
OVER PARTITION WFCM-SBC LAP NAIL
COLLAR TIE AS PER TABLE 3.4 EACH FACE
TO RAFTER WFCM-SBC END NAIL
° WOOD JOIST BLOCKING EACH TOE (lj
• ' TO RAFTER 2-8d COMMON END NAIL (7a
LEDGER II •;•� RIM BOARD EACH END
o GIRDERIHEADER 11 CONCRETE PIER , TO RAFTER 2-16d COMMON END NAIL
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WOOD JOIST ,•� V
WOOD JOIST • WALL FRAMING:
•+.• JOINT DESCRIPTION NAIL NAIL O
NOTES 0
6d COMMO
QTY. SPACING V)
FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x TOP PLATE TO 2-1PER
CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 1 (MINIMUM) TOP PLATE FOOT FACE NAIL
II
LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT JOINTS FACE4.16d COMMO N
IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS 11 OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS EA.SIDE NAIL
TO ALLOW FOR SHRINKAGE. ROD
1
REQUIRED I1 (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD TO 2-16d COMMO 2.0 FACE
(3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE STUD O.C. NAIL
FOR STU HEADER TO 16d COMMON 16"O.C. FACE
FLASHING TUCKED UNDER
HEADER ALONG EDGES NAIL
1 PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL
t1 O -16d COMMO PER 2x4 STUD END
TOP PIECE SIDING AND TP OR BOTTOM 2 V
LAPPED OVERR FIRST CONTIN. BOTTOM PLATE TO:
PIECESIDING BELOW THREADED ROD PER
FLOOR JOIST,BAND JOIST, 2-16d COMM O FOOT FACE NAIL (fj
END JOIST T, BLOCKING
1/2"DIA.LAG BOLTS W/WASHERS CNW COUPLER NUT
CONNECTED TO BLDG.@16"OC
STRINGER
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• Iz1THRU- END DISTANCE NAIL NAIL
BO TS
� JOINT DESCRIPTION QTY- SPACING NOTES
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RIM JOIST/BD. > �a o�9 : IKC�
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DECK POST FTG.CONNECTION
v v INSTALL AS PER MANUFACTURE'S RECOMENDATIONS -7 C) TO BEAM 3-16d COMMO JOIST NAIL
LOCATION1 USP NUMBER I DESCRIPTION APPLICATION o �0 JOIST ON LEDGER PER TOE DRAWN:
DECK/PORCH LEDGER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING rl -4 TO BEAM 3-8d COMMO JOIST NAIL
6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING "I 7� BAND JOIST PER END SCALE'
3-16d COMMO JOB#:
TO JOIST JOIST NAIL
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2-16d COMMO FOOT SHEET
NAIL 12/12/2019
SILL OR TOP PLATE
y�F 022338 �O� SHEET NUMBER:
OP N E�
A- 8