HomeMy WebLinkAbout50746-Z �o0�oF souTyolo Town of Southold
* * P.O. Box 1179
53095 Main Rd
CouNr Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 46398 Date: 08/14/2025
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 1425 Meadow Beach Ln Mattituck, NY 11952
Sec/Block/Lot: 116.-7-6
Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 04/09/2024
Pursuant to which Building Permit No. 50746 and dated: 05/28/2024
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:
Swimming pool addition with decks around, fenced to code, and outdoor shower to an
existing single-family dwelling as applied for.
The certificate is issued to: Kenneth Madsen, Michelle Harmon-Madsen
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE: 50746 9/11/2024
PLUMBERS CERTIFICATION: Michael Daversa 5/28/2025
Aut riz d nature
oSvtFot,r, TOWN OF SOUTHOLD
BUILDING DEPARTMENT
h z TOWN CLERK'S OFFICE
oy-• cam . 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#: 50746 Date: 5/28/2024
Permission is hereby granted to:
Madsen, Kenneth
310W End Ave
New-York, NY 10023
To: .construct a swimming pool addition inclusive of an outdoor shower to an existing
single-family dwelling-as applied for per Trustees &.DEC approvals.
At premises located at:
1425 Meadow Beach Ln, Mattituck.
SCTM'#473889
Sec/Block/Lot# 116.4-6
Pursuant to application dated 4/9/2024 and approved by the Building Inspector.
To expire on 11/27/2025.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $636.00
SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00
j - CO-ADDITION TO DWELLING $100.00
Total: $1,036.00
Buil ing Inspector
O��OF SOUr��l -
� o
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G Q
sean.devlinatown.southold.ny.us
Southold,NY 11971-0959coutM
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Kenneth Madsen
Address: 1425 Meadow Beach Ln city,Mattituck st: NY zip: 11952
Building Permit#: 50746 Section: 116 Block: 7 Lot: 6
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: Genovese Electric License No: 60644ME
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service
Commerical Outdoor X 1st Floor Pool X
New X Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors
Disconnect Switches 4'LED Exit Fixtures Sump Pump
Other Equipment: Intermatic Pool Panel 4 Circuit/4 Used, Heater, (7) Lights on 30OW Trans. 120GF1,
Intellichlor Salt Gene., Pentair Intellichem, Waterbond on Pipe
Notes: Pool
Inspector'Signature: Date: September 11, 2024
S.Devlin-Cert Electrical Compliance Form Copy
o�o�ufFot,��o
Town Hail.Annex .fi Telephone(681)765-1802
54375 Main Road
P.4.Box 11ca
79 im
Southold,NY 11971-0959 1
D ECEIVE
BUILDING DEPARTMENT JUL 10 �025
TOWN OF SOUTHOLD
13ui(ding Department
CERTIFICATION Town of Southold.
Bui-Mg Pe at No.
I certifyttt ft soldaeusedinftwm tersupply system cis less than 2/10 of 1%lead.
(Phlrr�ers Sigi<�u'e)
Swomtobeforerm#ft cky
day of �' 20 c) ;
Nosy Public, --County
:A�JBI.)C;STATE.AF;�llE;11b'YQAK
QF%ifitiaad"iri Si�ifotti County
�tiy�tsYfrnias�ori Expir®s:1,2-06���5
pF SOUlyO� v 7
# TOWN OF SOUTHOLD- BUILDING DEPT.
Comm, �o 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 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 [ ] RENTAL
REMARKS:
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c�L
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DATE INSPECTOR
Of SOUTy��
# # TOWN OF SOUTHOLD BUILDING DEPT.
°ycoutm, 631-765-1802
1 SPECTION
[ FOUNDATION l ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 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 [ L RENTAL
REMARKS:
P ,�
DATE INSPECTOR
.50 Itiole", meadad
pF SO//lyo�
# TOWN- OF-SOUTHOLD BUILDING DEPT.
Mum, 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION.2ND [ ] INSULATION/CAULKING
[ .] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [° ]- FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [A ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL
REMARKS: E00 I
Ado Cop-r pr o� toad.d
IA4 e CMIIA540 k4'
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Ta. 5 -�orwte1~5 nA bavid-ed
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DATE Ca INSPECTOR &ucWdtw
I
SO(/TyO�
# # TOWN OF SOUTHO.LD BUILDING DEPT.
o�m� 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [° ] ROUGH PLBG.
[ ] OUNDATION 2ND [ ] 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 [ ] RENTAL
REMARKS:
DATE INSPECTOR
OF SOUIyOIo aO -7 !Ci II Ll 2" QPiI. V'
# # TOWN OF.SOUTHOLD BUILDING DEPT.
o�►� 631-765-1802
INSPECTION .
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[. ] FOUNDATION 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 [ ] RENTAL
REMARKS: '
1
DATE _ qllf . INSPECTOR .
OF SOUTyo<o
* # TOWN OF SOUTHOLD.BUILDING DEPT.
yCOurm,��'' . 631-765-1802
oc� INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I SULATION/CAUL NG f1 ^
[ ] FRAMING /STRAPPING [ FINAL
[ ] .FIREPLACE & CHIMNEY . [ ' ] FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION [" ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: I I Q/ f AIn Afrw\i -
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DATE )' INSPECTO
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SHERMAN ENGINEERING&CONSULTING
C 14 NEUMR AVE Sr AueusmNE,FL 32084
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July 16, 2024 T M AY 1 5 2025
Building Department Building Department
Town of Southold Town of Southold
53095 Route 25
Southold, NY 11971
Re: Pool steel inspection; Permit#50746; Madsen
10 1425 Meadow Beach Lane
Mattituck, NY
SCTM 1000-116-7-6
Building/Zoning Official,
This certification is for the foundation steel installed at the above referenced property on
or about July 1, 2024. The rebar was installed in substantial compliance with the
approved design with #4 bars at 10" each way throughout the bottom and #4 bars at 10"
horizontal and 5" vertical in the walls. All steel was spaced to be in the middle of the 8"
concrete shell and 10" beam with appropriate laps and intersections tied in accordance
with acceptable building practices.
This certification is limited to the installed structures and does not include, nor does it
address plumbing, electrical, site placement, or any other aspect of construction. Please
contact me if you have questions or require clarification for this certification.
Very truly yours
Sherma gi ing & onsulting, P.A.
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CIVIL ENGINEERING DESIGN SITE PLANNING PERMITTING
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41-1. POOL
��ENIGEGL^1.F2C
PER FRZ26.4.
HY5 RESIDENTlA.1- :;,GE
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Thank you for you help on this.
646.235.1686
Ken Madsen
2
FIELD INSPECTION REPORT DjkTE 117
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=o�SufFot,rooG TOWN OF SOUTHOLD—BUILDING DEPARTMENT
y 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.southoldtowm.gov
f
Date Received
APPLICATION FOR BUILDING PERMIT
17) E Co' EQWE T',
For Office Use Only 1
n bk
PERMIT NO. 5� Building Inspector: I 1 d.
APR 9 2024 �.,
Applications and forms must be filled-out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an ..�•;ev';?e, all .".�E9i.S.'t�`i'�+f
Owner's Authorization form(Page 2)shall be completed.
Date: April 5, 2024
OWNER(S)OF PROPERTY:.
Name: Kenneth Madsen & Michelle Harmon Madsen FM# 1000-116-7-6
Project Address: 1425 Meadow Beach Lane, Mattituck, NY 11952
Phone#: 646-235-1686 Email:k.madsen a@verizon.net
Mailing Address: 1425 Meadow Beach Lane, Mattituck, NY 11952
CONTACT PERSON:
Name: Robert E. Herrmann, En-Consultants
Mailing Address: 1319 North Sea Road, Southampton,_NY 11968
Phone#: 631-283-6360 Email:rerrmann@enconsultants.com
DESIGN PROFESSIONAL INFORMATION:
Name: _Sherman_Engineering & Consulting P.A.
Mailing Address: 14 Nelmar Avenue, St. Augustine, FL 32084
Phone#: 631-831-3872 Email:Matt shermanec.com
CONTRACTOR INFORMATION:
Name: Binder Pools Inc.
Mailing Address:PO Box 1960,Shelter_Island, NY 11964
Phone#: 631-749-2110 _ Email:Katy@4ipoqrppols.com
DESCRIPTION OF PROPOSED'CONSTRUCTION
❑New Structure ❑Addition • ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
DOther Deck,swimming pool,outdoor shower $202,000
Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ®Yes ONO
1
PROPERTY INFORMATION
Existing use of property: R esideftiaL One-family Intended use of property:
d w elfin _ ..__ .._..._..__- -. .--_ -_. .____ -..N.o_.-_change.
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
A-C this property? []Yes VNo IF YES, PROVIDE A COPY.
0 Check,Box After Reading: The owner/contractor/design professional is responsible for all drainage;and storm water Issue's 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 ail applicable laws,ordinances,building code;
housing code and regulations and to admit authorized inspectors on premises and in buildings)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 4(pwi�n� na : Robert E. Herrmann {dAuthorized Agent ❑Owner
Signature of Applicant: Date:
STATE OF NEW YORK)
SS:
COUNTY OF Suffolk )
Robert E. Herrmann being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the Agent
(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 thi
��day of Q I I 20:L�
'---Notary Publ'c
KIM, H. STEPHENS
Notary;Public-State of New York
PROPERTY OWNER AUTHORIZATION "-No.01ST5015931
Qualified in,Suffolk County
(Where the applicant is not the owner) My Commission Expires August02,20�5
I� Kenneth Madsen&Michelle Harmon Madsen residing at 1425 Meadow Beach Ln Mattituck,NY 11952_
do hereby authorize En-Consultants to apply on my behalf to the Town
of Sout o d Department for approval as described herein.
X _ 47-/�,�/0,3
O is Signature Da e
Kenneth Madsen
XX
Print Owner's Name Mic a Harmon-Madsen
2
I.
12
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ar�vaes :vccazrtn esm. sa�aaTM� �x m:msx��sr n ^re� e + rnivewseear.��n ¢cs*ts�na �roaravti�nmrr�surrrnr sa� u::rencfh�-� �S
i P '
BOARD OF SOUTHOLD TOWN TRUSTEES
SOUTHOLD,NEW YORK '
PERMIT NO. 10359 DATE: APRIL 19,2023 .;.a.
'_ • ISSUED TO: SHLOMO&ALICE WEINBERG ' �~
PROPERTY ADDRESS: 1425 MEADOW BEACH LANE,MATTITUCK P
SCTM#1000-116-7-6 •>' `
AUTHORIZATION `
ti 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 April 19,2023,and in
s consideration of application fee in the sum of$250.00 paid by Shlomo & Alice Weinberg and subject to the °
y r: Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits
the following:
Wetland Permit to expand the existing deck 732s ft. by 1 151s ft.(1,883s ft.total);install a
41x6'staircase with locking gate and 41x4' platform along the southerly side of the proposed
deck;install a railing around the perimeter of the proposed deck to serve as a code compliant 'c
pool barrier;within the proposed deck install a 121x8' spa and 12100'swimming pool; install
an 8' diameter by 4' deep drywell for pool backwash; and install a 41x8' pool equipment area; t
M5 t, with the condition to establish and perpetually maintain a 50'wide non-disturbance area
landward of the tidal wetland boundary with an additional 15'wide non-turf vegetated buffer
landward of that;with a 4' wide access path going through the buffers to access the dock; and
that no trees are to be removed during construction; and as depicted on the survey prepared by
G� Kenneth M.Woychuk Land Surveying,PLLC,last dated April 26,2023,and stamped �H
'•4 approved on May 3,2023. t
li 1
'j "•+� IN'WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate seal to be affixed,and these i`"•
presents to be subscribed by a majority of the said Board as of the day and yepr first above written. r
y .�a .,.
' 4� ` ELIZA E�PEEP�ES- �ENT i3 _
•rn,.asxyrssr �sna r.w- sxascsrn� sal -.rx����s ��r css �baxr wu�ssxas s�mss�sssas •uRan�asxar�w nr�am sixgnva�nxr�a;>arra e
.� 'i, "� _r;, � 1, d• r .l — .�...... 1,., — .a••. _�',
�� �!- � -�• 1 t:fi. !� .••j• �4�:r ::i ..t e�J�•1 C y)� , •iir_.. .s' ,��.wv. ��..:l�W.°••
.S r
5
' Glenn Goldsmith,President Q�►®¢ Qu�y� Town Hall Annex
A.Nicholas Krupski,Vice President �'o fQ 54375 Route 25
P.O.Box 1179
Eric Sepenoski Southold,New York 11971
Liz Gillooly G - Telephone(631)765-1892
Elizabeth Peeples �O�y `` Fax(631)765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
November 17, 2023
Kenneth Madsen
Michelle Harmon-Madsen
1425 Meadow Beach Lane
Mattituck, NY 11952
RE: 1425 MEADOW BEACH LANE, MATTITUCK
SCTM#1000-116-7-6
Dear Mr. and Mrs. Madsen:
The following action was taken at the Southold Town Board of Trustees regular meeting
held on Wednesday, November 15, 2023:
RESOLVED, that the Southold Town Board of Trustees APPROVE the request for a
Transfer of Wetland Permit#10359 from Shlomo &Alice Weinberg to Kenneth Madsen
& Michelle Harmon-Madsen, as issued on April 19, 2023, and Amended on July 19,
2023.
Any other activity within 100' of the wetland boundary requires a permit from this office.
This is not a determination from any other agency.
If you have any questions, please contact our office at (631) 765-1892.
Sincerely,
4�,q jn
Glenn Goldsmith, President
Board of Trustees
GG/dd
Glenn Goldsmith,President ®f s®(/,� Town Hall Annex
A.Nicholas Krupski,Vice President �O� ®�® 54375 Route 25
P.O.Box 1179
Eric Sepenoski 8 Jf Southold,New York 11971
Liz Gillooly G Telephone(631) 765-1892
Elizabeth Peeples • y0 Fax(631)765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
July 24, 2023
Robert W. Anderson
Suffolk Environmental Consulting, Inc.
P.O. Box 2003
Bridgehampton, NY 11932
RE: SHLOMO &ALICE WEINBERG
1426 MEADOW BEACH LANE, MATTITUCK
SCTM#: 1000-116-7-6
Dear Mr. Anderson:
The following action was taken at the Southold Town Board of Trustees regular meeting held on
Wednesday, July 19, 2023:
RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative
Amendment to Wetland Permit#10359 to reduce the 15'wide non-turf vegetated buffer which
runs along the landward edge of the 50 wide non-disturbance area, to a 12'wide non-turf
vegetated buffer to allow for the encroachment of the deck; and as depicted on the survey
prepared by Kenneth M. Woychuk Land Surveying, PLLC, last dated June 6, 2023, and
stamped approved on July 19, 2023.
Any other activity within 100' of the wetland boundary requires a permit from this office.
This is not a determination from any other agency.
If you have any questions, please contact our office at (631) 765-1892.
Sincerely,
A Nicholas Krupski, Vice- resident
Board of Trustees
AN K/dd
a
�a-71�
Glenn Goldsmith,President V�*OF SUUTy� Town Hall Annex
A. Nicholas Krupski,Vice President 54375 Route 25
P.O. Box 1179
Eric Sepenoski Southold,New York 11971
Liz Gillooly G N Telephone(631) 765-1892
Elizabeth Peeples • �O Fax(631) 765-6641
AUG 2 2025 B RD OF TOWN TRUSTEES
TOWN OF SOUTHOLD.
guilding Depp
�Ment
ou
Town of �TIFICATE OF COMPLIANCE
#2278 C Date: Auiaust 6_2025
THIS CERTIFIES that the expansion of the existing deck(732sq.ft.)to 1,507 sq.ft.: installation
of a 4'x6'staircase with locking gate and 4'x4'platform along the southerly side of the deck: installation
of a railing around the perimeter of the deck to serve as a code compliant pool barrier: installation of a
12'09' swimmingpool, installation of an 8'diameter b 4y 'deep drvwell for pool backwash: installation
of a 4'x8'pool equipment area,• establishment,of a 50'wide non-disturbance area landward of the tidal
wetland boundaa with an additional 15'wide of
vegetated buffer landward of that: with a 4'wide
access path goingthrough hrough the buffers to access the dock,• no trees were removed during construction,
At 142.5 Meadow Beach Lane,Mattituck
Suffolk County Tax Map#1000-116-7-6
Conforms to the application for a Trustees Permit heretofore filed in this
office Dated February 1,2023 pursuant to which Trustees Wetland Permit#10359
Dated April 19,2023,was issued and Amended February 14,2024 and conforms to all of the
requirements and-conditions of the applicable provisions of law. The project
for which this certificate is being issued is for the expansion of the existing deck(732sq.ft.)to
1,507 sq ft• installation of a 4'x6' staircase with locking gate and 4'x4'platform along the southerly side
of the deck,• installation of a railing around the perimeter of the deck to serve as a code compliant pool
barrier,• installation of a 12'x39' swimming pool-, installation of an 8'diameter by 4'deep drywell for pool
backwash,• installation of a 4'x8' pool equipment area,• establishment of a 50'wide non-disturbance area
landward of the tidal wetland boundary with an additional 15'wide non-turf vegetated buffer landward of
that;with a 4'wide access path goingthrough hrough the buffers to access the dock;no trees were removed
during construction.
The certificate is issued to KENNETH MADSEN&MICHELLE HARMON-MADSEN owners of the
aforesaid property.
Axv.
Authorized Signature
Adh
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Naw
Facility DEC ID 1-4738-01617
PEfl2MIT
Under the Environmental Conservation Law ECL
Permittee and Facility Information
Permit Issued To: Facility:
KEN MADSEN MADSEN PROPERTY
1425 Meadow Beach Ln 1425 MEADOW BEACH LNISCTM# 1000-116-
7-6
Mattituck,NY 11952 MATTITUCK,NY 11952
(646) 235-1686
Facility Application Contact:
EN-CONSULTANTS
1319N SEA RD
SOUTHAMPTON,NY 1.1968
(631) 283-6360
Facility Location: in SOUTHOLD in SUFFOLK COUNTY
Facility Principal Reference Point: NYTM-E: 710.013 NYTM-N: 4540.755
Latitude: 40°59'27.4" Longitude: 72°30'11.9"
Project Location: 1425 Meadow Ln, Mattituck SCTM# 1000-116-7-6 Waterbody: Mud Creek
Authorized Activity: Construct a swimming pool and surrounding deck. All work must be done
according to the plans prepared by Kenneth M. Woychuk, last revised 3/14/2024 and stamped NYSDEC
approved on 3/15/2024. (VAR)
Permit Authorizations
Tidal Wetlands - Under Article 25
Permit ID 1-4738-01617/00005
New Permit Effective Date: 3/15/2024 Expiration Date: 3/14/2029
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:MARY A MACKINNON,DEPUTY REGIONAL PERMIT ADMINISTRATOR
Address: NYSDEC Region 1 Headquarters
SUNY @ Stony BrookJ50 Circle Rd
Stony Brook,NY 11790 -3409
Authorized Signature: �i G 4� Date /�g
Page 1 of 6
v
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION �
Pacility DEC ID 1-4738-01617
Distribution List
EN-CONSULTANTS
Bureau of Marine Habitat Protection
File
Victoria Reed
Permit Components
NATURAL RESOURCE PERMIT CONDITIONS
GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS
NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS
NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following
Permits: TIDAL WETLANDS
I. 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.
2. 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 Kenneth M. Woychuk, last revised 3/14/2024 and stamped
NYSDEC approved on 3/15/2024.
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. Concrete Leachate During construction,no wet or fresh concrete or leachate 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. Wet 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
Alft
Waw/
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION �
Facility DEC ID 1-4738-01617
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.
8. 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. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be
stabilized with appropriate vegetation(grasses, etc.) immediately following project completion or prior
to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours
or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or
jute matting until weather conditions favor germination.
10. No Unauthorized Fill No fill or backfill is authorized by this permit without further written
approval from the department(permit, modification, amendment).
11. Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated
buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography
within an area extending 50 linear feet landward of the tidal wetland boundary, as per NYSDEC
approved plans dated 3/15/2024.
12. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion
control devices shall be placed at the landward edge of the buffer area or 50 linear feet from the tidal
wetland boundary, or as per the NYSDEC-approved plan,prior to commencement of any regulated
activities and remain in place and in good, functional condition until the project is completed and all
disturbed areas are stabilized with vegetation.
13. No Drywells in or near Wetland Dry wells for pool filter backwash shall be located a minimum
of 100 linear feet landward of the tidal wetland boundary.
14. No Pool Discharges to Wetland There shall be no draining of swimming pool water directly or
indirectly into wetlands or protected buffer areas.
Page 3 of 6
NEW YORK STATE DEPAI3'I TENT OF ENVIRONMENTAL,CONSERVATION
Facility DEC III 1-4738-01617
15. Tidal Wetland Covenant The permittee shall incorporate the attached Covenant(or similar
Department-approved language)to the deed for the property where the project will be conducted and file
it with the Clerk of SUFFOLK County within 30 days of the effective date of this permit. This deed
covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable
proof of record, along with the number assigned to this permit, shall be submitted within 90 days of the
effective date of this permit to
Marine Habitat Protection
NYSDEC Region 1 Headquarters
SUNY @ Stony BrookJ50 Circle Rd
Stony Brook, NY11790 -3409
Attn: Compliance
16. 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.
17. 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.
18. 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.
10. 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 the watercourse 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.
20. 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 structure or fill and restore the site to its
former condition. No claim shall be made against the State of New York on account of any such
removal or alteration.
Page 4 of 6
Am
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL,CONSERVATION �
Pacility DEC ID 1-4738-01617
21. 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.
GENERAL CONDITIONS - Apply to ALL Authorized Permits:
I. 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 pennittee 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 pennittee 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 or transfer granted by the Department must be in writing. Submission of
applications for permit renewal, modification or transfer are to be submitted to:
Regional Permit Administrator
NYSDEC Region 1 Headquarters
SUNY @ Stony BrookJ50 Circle Rd
Stony Brook,NY11790 -3409
4. Submission of Renewal Application The pennittee 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 pen-nit application or supporting papers;
Page 5 of 6
AM
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC ID 1-4738-01617
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.
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 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision
under federal or state laws.
Item D: 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
BUILDING DEPARTMENT-Electrical Inspector
TOWN OF SOUTHOLD
t; Town Hall Annex- 54375 Main Road -PO Box 1179
Southold New York,11971-0959
® ® � Telephone (631) 765-1802 - FAX (631) 765-9502
rogerr .southoidtownny:gov�- seand@southoldtownny: ov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company Name: Ge ,, , z.-. el'
Electrician's Name: ; ; ,, V,
License No.: �C Q��,Uy Elec. email: a , , " s ,
Elec. Phone No.- .. [request A email copy of Certificate of Compliance
Elec. Address.: 117 V7,
JOB SITE INFORMATION (All Information Required)
Name: A,%OAS
Address: e,
Cross Street: s4cw e-e-
Phone No.: — �b-7 q(o
Bldg.Permit#: d q7 _ &C2 : email:
a
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Square Footage:
Circle All That Apply:
Is job ready for inspection?: E" YES❑ NO Rough In Final
Do you need a Temp Certificate?: YES [2NO Issued On
Temp Information: (All information required)
Service Size]1 Ph]3 Ph Size: A # Meters Old Meter#
❑New Service Fire Reconnect Reconnect[]service Reconnect OUnderground[]Overhead
#Underground Laterals 1 2 H Frame Pole Work done on Service? 0 Y N
Additional information:
PAYMENT DUE WITH APPLICATION
o"7qd
;a P 6 67VP
7
� tfpT� BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
rogerr(a southoldtownny.gov — seand@southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (Ail Information Required) Date: Z,. ,Z�.
Company Name:
Electrician's Name:
License No.: F ��� _Elec. email: QeA,0J - . ,t
Elec. Phone No: -4 . s E2(request A email copy of Certificate of Compliance
Elec. Address.: -. v-e 117 L? .
JOB SITE INFORMATION (All Information Required)
Name:
Address: ifn e _
Cross Street:
Phone No.: W(p
BIdg.Permit#: I . q-7 1-�2 f a2Q C2 email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):{
o
Square Footage:
Circle All That Apply:
Is job ready for inspection?: �V YES ❑ NO Rough In El Final
Do you need a Temp Certificate?: YES [2NO Issued On
Temp Information: (All information required)
Service Size❑1 Ph F]3 Ph Size: A #Meters Old Meter#
❑New Service0 Fire Reconnect OFlood Reconnect[]Service Reconnect Underground DOverhead
#Underground Laterals 1 FJ2 D H Frame n Pole Work done on Service? Y FIN
Additional Information:
PAYMENT DUE WITH APPLICATION
b� UZ-
PERMIT# Address:
Switches
Outlets
GFI's
Surface
Sconces
H H's
UC Lts Fridge HW POOL
Fans Mini Fr. W/D Panell �
Pump
Exhaust Oven Sump Heater Cja,S 12;,d
Trnsfmr Ca ' l�
Smokes DW Generator Salt Gen.1 m-�411 ! Lam _.
Carbon Micro GrbDis Water Bond
Lights. �.
Heat Pucks ERV
HOT TUB/SPA
Inst Hot DeHum Transfer Disc
Combo Cooktop Minisplit Blower
AC AH Hood Blower
Service Amps Have Used
Sub Amps Have Used
Comments
5/8/24,2:49 PM Amp Architect Mail-Madsen-344 Hill Street-Print and Submit to Southold
AM P Nicole DiPenta <ndipenta@amparchitect.com>
Madsen - 344 Hill Street - Print and Submit to Southold
2 messages
msmith@am parch itect.com <msmith@am parch itect.com> Wed, May 8, 2024 at 12:34 PM
To: Darcee Auferanger<daufenanger a am Ico e i en a<n ipen a a
Cc: Doug Scharadin <dscharadin@amparchitect.com>
Please print the following documents for submission to Southold Building Department. Please Note the client has
already submitted a permit application we are ONLY DROPPING OFF DRAWINGS and referencing that these are to be
submitted for the already dropped off application.
Let me know if this can get submitted today. Client wants this ASAP.
arcee please invoice the client for 5 sets of prints and postage.
Drawing Sets—4 Copies-2436—Signed and Sealed—Issue to Southold
• rawing Set— 1 Copy—2436— Issue to En-Consultants via Fedex.
EN-CONSULTANTS
13 Sea Road
Southampton, New York 11968
Mathew Smith, RA, LEED AP
Design Director
A M P Architecture
Design + Build
Office: 631-603-9092
www.amparchitect.com
am Madsen_1425 Meadow Beach Ln_CD_050724.pdf
3079K
Nicole DiPenta <ndipenta@amparchitect.com> Wed, May 8, 2024 at 2:49 PM
To: msmith@amparchitect.com
Cc: Darcee Aufenanger<daufenanger@amparchitect.com>, Doug Scharadin <dscharadin@amparchitect.com>
Hey Mat,
I am about to drop off the 4 sets of plans. Can we just send this one copy to the post office Priority mailing?
httDs://maii.cioogle.com/mail/u/0/?ik=85bdaddcd4&view=pt&search=all&permthid=thread-f:l 798502946745078344&simpl=msq-f:17985029467450783... 1/2
BIDDER
P O O L S
Name: Madsen Residence Date: October 30, 2023
Pool Address: 1425 Meadow Beach, Mattituck Pool Size: 12'x38', 4' to 6'
Swimming Pool Contract Proposal
Pool Includes:
• 10" Shell, 10" beam, double steel cage • Plans and permit
• '/2 " Rebar(10" centers, 5"verticals) • (2) Main Drains
• Rough grading • White or gray marble dust finish
• Porcelain 6"x 24"the($5.95 sq.ft.) • Pre-fab cement equipment pads
• High grade 2" solid PVC plumbing • (2) skimmers
• StaRite Modular Media Filter(or equivalent) • (4) returns
• Pentair Variable Speed Pump • Small corner stairs
• Pentair Chlorinator • Individual Suction Lines
• Electrical Conduit by others • Jandy never lube valves and unions
• Standard Autofill • (4) 12v LED Lights
Features Included. Payment Schedule:
AquaSeal pool shell sealant Deposit upon signing: 40%
4'x8' Dry well Shell installed: 40%
12"x 2"Bluestone coping Equipment installed: 10%
(4)Loads of water$2,800.00 (allowance) Ready for finish: 5%
400k HD Heater(Jandy or StaRite) Start up: 5%
Coverstar Auto Pool Cover(for summer use only)
NF rebar inspection fee $500
Pentair IChlor with IntelliChem Salt/pH Maintenance System
Forming
(1 load) Crushed Bluestone base$4,000.00 (allowance)
Pool Length Bench
National Plasters Council Certified Technician Start-Up
*Total Price: $130,000.00 (This proposal is good for 30 days from mailing date.)
*This'proposal assumes pool can be built into virgin ground.Engineered grade beams and pilings;may
be needed(done by other).Does not include-electrical contracting,autofill waterline,fencing,tree
removal,sand or stone due to poor soil conditions,debris dump fees,propane installation/hookup,ground
water elevation test,surveyor fees,winter safety co_v_er,pool,or alarms indoor_equipment_placement;
thermal barrier,or finished grade:
While we will do our best to protect the existing environment,Binder Pools is not responsible
for any damage to driveways,sidewalks,patios, sprinklers, septic systems, water wells, lighting,
lawns or plantings. We are not responsible for obtaining certificates of occupancy.
Initial
I agree that this contract, including the General Terms and Conditions Contract and the White and
Colored Pool Interior Finish Agreement,which I have read and to which I agree, constitutes the
entire agreement relating to said sale, and I have received a true copy thereof.
a�
Agreed: Date: a
P.O. BOX 1960-30 S. CARTWRIGHT ROAD-SHELTER ISLAND,NEW YORK 11964
(631)749-21 10 FAX(631)749-3529-EMAIL: KATY@BINDERPOOLS.COM
EN-CONSULTANTS
1)April 5,2024 7- E E W E
ti
Town of Southold APR 9 2024
Building Department
Town Hall,53095 Main Road
Southold,New York 11971
Re: Kenneth Madsen&Michelle Harmon-Madsen
1425 Meadow Beach Lane,Mattituck
SCTM#1000-116-7-6
Dear Building Inspector:
In regard to the above referenced property, enclosed are the following for your review:
I Building Permit Application.
2. Two(2)site plans prepared by Kenneth M. Woychuk Land.Surveying,PLLC,last dated March 14,2024.
3. Four(4)pool drawings prepared by Binder Pools Inc., dated March 25,2024.
4. Four(4)pool plans prepared by Sherman Engineering&Consulting P.A., dated April 29,2022.
5. Binder Pools Inc. insurance and licensing documentation,including:
a) Suffolk County license
b) Certificate of Workers' Compensation Insurance
c) Certificate of Disability Benefits Compensation Insurance
d) Certificate of Liability Insurance
6. DG Carpentry Long Island Inc. insurance and licensing documentation,including:
a) Suffolk County license
b) Certificate of Liability Insurance
c) NYS Workers' Compensation Board Exemption
7. NYS DEC Permit No. 1-4738-01617/00005
8. Application fee of$125.00
I trust this information shall allow you to process our permit request. Should any additional information be
required ease do not hesitate to contact our office.
required ea 0 n hesitate
tate t,
Sincere
ri Robert ann
Ij t
Coastal Mana ent Specialist
/tcr
Eric.
1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com
environmental consulting
EN-CONSULTANTS
May 30,2024
Town of Southold
Building Department
Town Hall, 53095 Main Road
Southold,New York 11971
Attn.: Susan Pontino
Re: Kenneth Madsena
1425 Meadow Beach Lane,Mattituck
SCTM#1000-116-7-6
Dear Ms. Pontino:
In regard to the above referenced property, attached is the owner's check of$911.00 in
payment of the balance of the Building Permit fee. Because we have been reimbursed for
the initial payment of$125,please process that check also.
XThanSu,
hens
1319 North Sea Road Southampton,New York 11968 p 631.283,6360 f 631.283.6136 www.enconsultants.com
environmental consulting
S.C.T.M. NO. DISTRICT: 1000 SECTION:116 BLOCK: 7 LOT(S):6 NorE-NO UATURE TREES TO BE D
REMOVEOFRDMSITE � ECEIV,EDURING CONSTRUCTION D
LAND N/F OF LAND N/F OF A " 8 2�23
KEVIN CANOE. I KEVIN CANDE EXIS AND ENCLARGED KTOBTo ERECONF1
LIRED
DECK RAILING TO SERVE AS COMPLUWTPOOL ENCLOSURE FENCE
I j POOL WASTE WATER OId TDY/II
DRY WELL 72'NON-TURF VEGETATED BU ER
.S87'0750" f B'O 4'DEEP y wo
ONE K ) �� ry mom• / 01TN516E9
nfAl01�O1GL Nt7oa /! I 1 1 I 1 ADa Ta 1ut7
Z I 512.J)'
'.Y.:.•�•::::,•a�'``:::ti"^•::,:".,'}�i
BASED ON UPLAND AREA 41.09 S.F. / // ! I���O J F��EOR •:.A':.:'::'::'::.-': 'L`+i w"��i+�"�+` \ ft
TOWNOFSOUTHOLD / ! / �h �'� t /� ::::•:Y.� ::.. .. .�,�¢'::•:`3'`• /
LOT COVERAGE NYSDECLOTCOVERAGE ! f / �� _ ;:`: .:.. \ \ /// ."•:'F.'•'::.L:'. •2"a : •• `/
ONOINC W/COVERED PORCH-2820 S.F. DWELLING �).NG N/COVER PORCH:2820 SF. I I f m,4�Y�t - \ / 6 •1.... • '''L'" •+Q a,:,�•+
1 I ^'aM II :.V::::.: ,'.::(:. ,�,a• +a� •5 N'�7YY R a
REAR DECK: 732 S.F. REAR DECK: 7J2 S.F. f I 1 +.$!:( :.ji'%:':� dtl / :C:':::•' •.A.:.::•1'•.
UPLAND PORTION OF GTwAII(:58 S.F. upIANO PORTION OF O11Y/All(:68 S.F. I 1 7 •„\•;;;;:):: p,+wa
CONC. / t
TOTAL NC COVERAGE 3610 S.F.or B.Bf. /STONE WAIX: 266 Si I Td EIOSTI L::.�:g
/ 1 l•...
.r:
sTroWLTs Bll.co sIDDP:Js SF. / f .:..:' J // • ' ,'IL"`
PROPOSED
IXISIING RAM DECK:-7J2 SF. ! I `` .'.-A .:::::i[`j(j ';:' J.•.L'::'.L: +
PROPoSED POOL,SPA k DECK:1e83 S.F. TOTAL EXISTING COVERAGE 3912 SF or 9.3R �•30 ::•T::•.:1:.1'::•L•. ap
TOTAL PROPOSED COVERAGE:4767 S.F.or 11.3i DEMOLISH IXISIIN9 REAR DECK:-732 S.F. I I `tL CN /// ::J:::.;L': L" l
ifiii 1 .`
PROPOSED P00 SPA h 0 .1, :•T::::.'.::' "i�".
L DECK-1BBJ S.F.Sf. f 1
I I MUD CR
EEK
I m%• z •`i
TOTAL PROPOSED COVERAGE SOEO S.F.or 1217E I I •E':. ":.':.'.'T:•:•.
I I I %o f aR FIDO..D:: ..)..T....I.. �`•• HALL'S CREEK
I I L ` � fit ',e' ,F:
J � \ Y!.: I PFY GIIrtID ///: '.,�.—DI:• '::.1., k• .I//,.
I � wA ogswu .•vi:::e:::�:::,:. Lri.:/i. �:�I.:.. / //) ::•:1. .:: .'f w••••••
i .04' ?:,' 7I Pb / ::.%•::ZONE AE( 6) •al': ':1
1 A 7I.1'
APPROVED 1 1 (iti��:li:�it GATE // :: :•:::::..:.�:'::'.:' :`Y
LAND N/F OF L i i ZONE r % g / s
BOARD OF TRWEES HRUZ IRREVOCABLE f 11D0'
FAMILY TRUST i n' /sElH4CK/ /i ::•: :�:i•: :•ii::i�r:•::'•:7' :+ ::•::`.? r4JY .
TOWN'OF'SOUTHOLD ! 5 re // ;;1":i':;;;::•::';::::::•. .,P� ;•;. :.:.:.: .•
DATE .1 �Q, ZO ' N B7A-so W � � :,•.•,
I r ...t'•:::::.:�.� """ wk
azar uuR OF MODDTATE
LAND NIF OF. I 1TNE acnoN eauNDeRY
SHARYN KOHEN 12'NDN-TURF VEGETATED BUFFER 1
I 1
/
W f 1
t 1
W 1
A
FEMA MAP#36103CO482H
THE WATER SUPPLY,RE FI S AND CESSPOOL
^T $ 1/ `i ti• EFFECTIVE 09/25/2009 AN oR DAT ONS SHOWN
ARE FROM
OBTAINED FROM FlELD OTHERS VAT,ONS
1 UPLAND AREA: 41.939 S.F.
i L AREA:49,799.52 SQ.FT. or 1.14 ACRES ElEvangv DATTM:NAVD88
it
UNAURIDAVED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY
L� yb MAP NOT REARING THE LAND SURVEYORS EUROSSED SEAL SMALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. GUARANTEES RIMMED HEREON SMALL RUN
ONLY TO 7Tff PERSOV FOR BNOM THE 9IRLEY IS PREPARED AND ON HIS BMALF TO THE TITLE COMPANY.GOVERNAIENTAL AGENCY AND LENDING INSTITUTION
LISTED HEREON,AND TV THE ASSONEES OF 7HE LENDING INSTITUTION!,GUARANTEES ARE NOT 7RANSTRABIE
y THE OFFSETS OR DARAIMMS SHORN HEREON FROM WE PROPERTY LINES TO THE SRUCiURES ARE FOR A SPECRC PURPOSE AND USE THEREFORE TINEY ARE
guy NOT INTENDED TD MONUMENT THE PROPERTY LNES aR TD awe THE EnECTIDN OF FENCES ADDITIONAL STRUCTURES LW AND OTHER FMPRoKIrENTS. EASEl07W
°•W UR f Go AND/OR SVSSURFAC-E STRUCURES RECORDED OR UNRECORDED ARE NOT GUARANI®WRESS PHTSTCALLY EWDENT ON THE PREMISES AT THE DAZE OF SURVEY
Go, \ SURVEY OF.-LOT 24
MEADOW
of NEy CERTIFlY T0: A WEINBERG;
�r � uAP aF:HARBOR VIEW 4p tl M.n YO DOROTHY BAER;
/I BEACg RLED:AUG. 21, 1987 No. B377
LANE x
REVISED 06-06-23 9NATED AT:MATTTTUCK
REVISED D4-26-23 TOWN OR:SOUTHOLD o P
ADD BUFFERS 03-25-23 SUFFOLK COUNTY,NEW YORK m'is Deoee P� KENNETH M WDYCHUK LAND SUHVEYINC,PLLC
REVISED 02-25 F R a Profeeeional land Surveying end Design
P.O.Bo:163 Aquebogue,New York 11931
REVISED 01-05-23 TILE 0222-81 scALE:1'=40' DATE JULY 1, 2022 FArs usa No.os6Bez PHDLIE(6,1IN-Lees F"(MI)ZDB-15W
S.C.T.M. NO. DISTRICT: 1000 SECTION: 116 BLOCK: 7 LOT(S):6 NOTE NO MATURE TREES TO BE
REMOVED FROM SITE
I DURING CONSTRUCTION
LAND N/F OF I LAND N/F OF
KEVIN CANOE I KEVIN CANOE
/ PROPOSED 1507 S.F DECK IN PLACE OF EXISTING 732 S.F.DECK TO BE REMOVED
DECK RAILING TO SERVE AS COMPLIANT POOL ENCLOSURE FENCE /
I POOL WASTE WATER /
% PROPOSED 12'NON-TURF VEGETATED BUFFER
/ DRY WELL iT011 Nk71/+ICAS B0111NMNr
-- S b7°0T50 1 % 8'HX4'DEEP I I I CONFIRMED By
/ / / I SUFFOLK pNWL76kooMAL CONSIA.IM WC /
\ 11 1 i I I I AUr. 10.2022
312.71'
ZONE X
_ h { 1
11}J /a3 1 /Y .,�,',':.'\.'.'.'\,'; Xx zxxxx xx Xxx%xxzxu% x x x z x N x x x x
/ ( 1 x z z x x x x x x x x x z x x z x x X x
rr ,-` /; 1 2C $: j ''1''.'.'. ..*.,•;.'t.::... x x x x x x x x z x x x z x X x.t
/X ... ...\.... �X x z x z x x x x X�x x x x x x x x
- "'(,. \ \+,xxXx x x x x x x „ z % x % x x x >
\ SC ♦9 \ O` \ (..-. ``x x x x x x x X xIK x% x x x x u•:S
SEPTIC REE'N \`fl ...,\'..'..'.'.'.':.'. ..:. % X X X X x x x X K ?i•K X X '
I 4O? i'ry,.,, E AFC pC .'.'.'..4'.'..'.'.'.. .'.'.'.\:. \'.'. k x x x Q'x x x x x xt 4•x x x:::
:4:
/ I S(S7E11 E'qp F $ // .'.':.'..\'.'..'.'.':.'. \'.':.\.'.'.:.: \K x x x W• x x x x x x . x x "
NYSDEC 1 1 \...\. X K a x X x K K X x x X h x I
\ O \ // \:::.'.'\' •x X xQ x x x
\':.'.'.'..'.'.'..:.'.'.'.'. x x x 1(Yx x x x x
1 LP. ...\...\.: .\'.'. x z x z x x < x x x x x x x/ / / ;`\� ..::.... ; \ // l;.'.'.'.'.'.'.. ..... x x x x x x x x x x x
/ 1 / 1.. \ ,•- x�xxzxxOX % x x&z x z x %
APPROVED AS PER TERMS . a':::;; :::' :::;:: :; ;2p \ \ /• \ .. \ZONE AE�EL,?._.�:.-.x x x x F X X X x
l 1 r a \ // �V 3 RaSTZT Ir
���': !•:�::`:i:: ;::�'::`::;:: .\'.'..':.'.'.:.:.�.;...•.:...,.\.,.\.... �x XxXxjxxxxxxl
AND C I' �NF .: ,,
ONDITIONS OF I I �,( ,.•.•.-..... : XI X X X X x X ,�.�,'
/ ,J / I 1 ;:;i l / I :1 1 / (....,. .'.'.1.'.'. '...1.:' x X X-1 XXXUjX x x X x
PERMIT /'7 btr C :(Cl. .. II U)
7r :.:' 'O J . 1 x X x x x k
:::::::;:::::::: :::::::: 1 <:.:.'.'a. t'.'::r.. r x (Lx X x X a DATE �� .�as� � \ �:;•:,:':':2:5�:.••.;: : : :: ::::• X x x X q �
OWELL/NGF xVxx¢xxxx=:k U'Is 2 .
o"s t 1 I:.'.'.'.1.'..'1':.'.'1': k x xxx a ��{
I ('.:. .
� 11 // x� xxx x ��
J �/��Ty� ���
/ ...e.r Ooa- l:::l:.x�x X xXA m
r 1/� ,..::•::;: ::::::::: ao^ j 1 / IZONE X':..'.7::..'.'.}:".'I'.'.:t.'. x�x•3XK x HALL'S CREEK
7 .'r.'.'..1. x x % x '�X 0.2 CH4NCE /': x x x x x x
1 UFF
B
BASED ON UPLAND AREA:41,939 S.F.
1 • {c z x x
TOWN OF SOUTHOLD 1 xi° / ..r .
. orw+rN K x xxx x
\ / .M1„M E �i ac
J ORAVEL IXtQ_1 ':?:i'i:::'::'•}:`i: •Y ti[N o I :•! ............. Y'.( .'x.', •Xxxx%x%x Xx%x%xY\LOT COVERAGE 1 .
DWELLING W/COVERED PORCH: 2820 S.F. 1 1 t. ZONE AE(L 6) xfx X x x x x
} 71.1' :J:;::::•:}. 91 .J....f %XkXXz%xxx%z%X%X o
:iiii<? 1..�I moo, 1 t i I ... ..�
REAR DECK: 732 S.F. ( :::.;i:: :
\ I '`?.fj'i• :.ID yb i �J• i / .:-l..•.-.: ..•.l x K x x x x :^
TOTAL EXISTING COVERAGE 3552.S.F. or 8.5% 1 (y DRY XxxxX xx x x z xXx�
\ 1 1 EL / IFA / / // ..7...'.':::.'.'r.'.':.'.'.'.'.' x x x X x x`x
DEMOLISH EXISTING REAR DECK: -732 S.F. \ ' ♦ 5' .. ... :: X x x x x x x x %1 x
PROPOSED DECK: 1507 S.F. AD/N I' ✓ x x x u x x x x xX
LAND N/F OF \ I I ZONE X PRO // ST�p�TEq S BAC xxx' xx%xxxxxxxxxxx X�Kx
PROPOSED POOL: 468 S.F. 1 1 I 141, F j G' Q00' �.'.'.'.:.'!'.xKxXx\XXX"xxXxXxxxXXXK,c� SGI
HRUZ IRREVOCABLE 1 / A r :.'...::...':: X x X
I I M 4X4, i /SETBACK/f // ....('.:.'.'.'.':.'..'.':.!'.':'::.'.J. xxXx{xXx x xXXXxX. Xx�2/"\ USC4j�f
TOTAL PROPOSED COVERAGE: 4795 S.F. or 11.a% FAMILY TRUST ( I
LV / I/ / /// .'/.'. .':...:!.......'I'.x x x d z x x x x x X:.
x /y/y OJ•
1 1 1 / I� / / /•''' - x x x x x x x z x x >T
1 / // !'-'.'•'.'.-.'.'::-'••-'. x x xxx x x x x x x x x x z X�i
I / / // .':/.'.'.'.':.'.'.'.':.'.':1........ x x 4 x x x x x X X X x K x x x x� N.
y1 16 / I J I::...::....:. . xXxzxxxzxzxxxxxxxx
NYSDECLOTCOVERAGE _ I 1 r / I / // 1•."" """"" x x J z x z x x x x x x x x X x K
. I - ':.'.'.'::.'.'.'\ x x•kXx x x x x x u x x x z x x X x
l I I N 87d0TSO' W S o.as - 1'''• \• x x x x x x x x % x X X X % X x X x x 'yam
DWELLING W/COVERED PORCH: 2820 S.F. \�\ 1 I 12 / 3A'S / x X ) x u x x x x x x x x x x x x x X r,
9 x x x x x u x x x
REAR DECK: 732 S.F. \ / �I3 1 nn/ I \ \\ 258.40'
UPLAND PORTION OF CATWALK: 58 S.F. \\ ,p :� LIMIT OF GRADING/DISTURBANCE
CONC./STONE WALK: 266 S.F. 1 \ / BOUND BY PROJECT LIMITING 1`
SHOWER, BILCO & STOOP: 70 S.F. 1 1 1 SILT FENCE WAVE
A TI MOD TE
TOTAL EXIS77NG COVERAGE: 3946 S.F. or 9.4%
1 / I ALONG LANDWARD SIDE OF WAVE ACTION BOUNDARY \
/! I i LAND N/F OF AL NON-DISTURBANCE SIDE
OF ER PROPOSED
DEMOLISH EXISTING REAR DECK: -732 S.F. / I SHARYN KOHEN 12'NON-TURF
DEMOLISH SHOVER, BILCO & STOOP: -70 S.F. / 1 VEGETATED BUFFER
PROPOSED DECK: 1507 S.F.
PROPOSED LANDING W/STEPS: 36 S.F. / I
PROPOSED POOL• 468 S.F. I I
PROP. SHOWER ON DECK: N/A / I I
!m� I I
TOTAL PROPOSED COVERAGE: 5155 S.F. or 12.3% 1
1
1
1
TYPICAL SILT r --13_\ d. FEMA MAP#36103CO482H THE WATER SUPPLY WELLS, DRYWELLS AND CESSPOOL
crRFFN SECTION !J o ; / EFFECTIVE 09�25/2009 AND ORNS SHOWN ARE DATA OBTAINEDFROM FROM�0774ERS.ELD SERVA7]ONS
GEOTWILE FABRIC °µ
SUPPORT POSTS --}} < 1 yl UPLAND AREA: 41,939 S.F.
WOOD OR METAL °+� -r I ELEVATION DATUM: NAVD88
I I AREA:49,799.52 SQ.FT. or 1.14 ACRES
FLOW DIRECTION 7 1
1 S UNAUTHORIZED AL7ERA7/ON OR ADD177gN TO 7HIS SURVEY IS A NOLA77CN OF SECTION 7209 OF THE N£W YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY
EXCAVATED AND - //�ab MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
I�acxFluED TRENCH ONLY 7O THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COA7PANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION
EXISTING GROUND LISTED HEREON, AND 7O THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE.
i THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE 57RUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMEN75
kw .Yw AND/OR SUBSURFACE S7RUEiURES RECORDED OR UNRECORDED ARE NOT GUARAN7EE0 UNLESS PHYSICALLY EVIDENT ON 7H£PREMISES AT THE TIME OF SURVEY
ma's "YD' �R_ '0 0 F NE CERTIFIED TO:KENNETH MADSEN;
S0•QO, \ SURVEY OF:LOT 24 ,\ti , W y
rrL -I _ MAP OR HARBOR VIEW ,� N �o 0 0�� MICHELLE HARMON-MADSEN;
�q T o 3 JPMORGAN CHASE BANK, N.A., ISAOA ATIMA;
L-�D 1EAC� FlTUATEDG. 21, 1987 No. 8377
�r x x FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC;
LANE REVISED 03-14-24 SITUATED AT:MATTITUCK r a
0
REVISED 01-25-24 TOWN OR SOUTHOLD o m
REVISED 01-17-24 �y a KENNETH b4 WOYCHUK LAND SURVEYING,n PLLC
SUFFOLK COUNTY, NEW YORK ss 050862 v� Professional Land Surveying and Desig
REVISED 01-13-24 `' P.O. Boa 153 Aquebogue, New York 11931
UPDATE FENCE 09-22-23 FILE Y222-81 scALE:1"=40' DATE: JULY 1, 2022 N.Y.S. LISC. N0. 050B82 PHONE (831)298-1588 FAX (631) 298-1588
UPDATE 08-01-23
S.C.T.M. NO. DISTRICT: 1000 SECTION:116 BLOCK: 7 LOT(S):6 NOTE-W IRR/E DENS TOOF
REYDKo FRON SRE
' OIR,ry CONSTRUCnON
LAND N/F OF I LAND N/F OF
KEVIN CANDE I KEVIN CANDE EIUSTING DECK TO BE REODNEXk RED
AND ENLARGED TO M*,W
DECK RAIUNG TO SERVE AS COAR•L WIT POOL ENCLOSIRE FENCE
POOL WASTE WATER
i' DRY WELL IS'NONTURF VEGETATED Bl/F ER /
/ 8'0•41DEEP
/ / � eMAetLRRlwI lY�a#i
1 4 �
BASED ON UPLAMAREA A,.M Sr '% /, iAAd rVN F �� 1. \ �•.•.'•••••••••�,.•.� . • I
TO UTHOLD I \° �� 4 •<•.•.•.•r••••.y�\(�.
NvSDEL 101 LOKRACf ( ��A. ar \ \\ \ \ ••'•'•• �•�••• `
OF SO '••••i•/
1O,COVERAGE b5bq ION[ALq , L•.•. .•..�.L. .
OWEL ND w/cam"FGRf1t 200 SF. DBRIK w/COVERED PORC*28M Sf. rrtrtr \\ \
REM DECK: 732 SF. ANAL DECIC 732 S.f � i i �^4 Wf i i \ ,`�\ ,\, �:•�•�:•:::•T ,,�r
UPLAND PORTION OF CATWILX:38 SI. UPLAND PORTION OF CATMUX:W S!. , I 1 1 i 1 \ •••�•:••••
TOTAL EX57M COVEMCC:3010 Si.ar 8.6X CONC./STONE NPAX: 2E6 S.F. `, ' Y
DEYDLYN EXISTNG RE�M LYdc:DECK:-732 Sr. SN011[R BlCO d STOOP.Oe S.V I ' 11 I A
' •.•D.•.•
PRaPtlsm POOL. d ILIBS Sf. TOTAL EIOSf/I0 CDYERIOC,M eo
12 S.F.S.f. 9.SL ; . Iy ; � , 3L
I s I q•: ':•:Ii 4
TOTAL PROPOSED DOIERALL:V761 Sr.r,l..a DODLISN COSTING REAR DECK:_7J3 Sf. I Li;i 1 ; I 1 , 1 •�:W.'.•.{ '•€ MUD CREEK
FIIOPOSLD POOL,SPA!ONO(:IN,T SF. i .:
I 1 �`.•.•.
TOTAL PROPOSED COAMOE:SOBJ S.F.a I2.,L k: ROOD. - 1 1 •.•.•.•. (HA L'S C
'&PROVED BY
BOARD OF 1 RUSTEES
7,.1• G,rCSE w ' ,� - r 1 :•:•:•:•:�:'.� TOWN OF SOUTHOLD
1
LAND N/F OF ; ..... DATE y�� 202-5
HRUZ IRREVOCABLE \\1, I I ® TOO' •.. ..•`•`•••••`••X "mil �,
FAMILY TRUST I i :'? t t -,���/,1� 'n
I n AAA Ar /WLC^+- 44"-
1
I.i I 1 ; uur Df NOLrM1E
LAND N/F OF 1511,NOIFiWf KGETATE BD UFFR� r
SHARYN WHEN
4 ECr- T
I �
1 YAIf -
I
- � FNMA MAP(f36103GD482H _ � nE wA Tov sA9PEY, HELLS O.Y.S.AM DEssroaL
EFFECTIVE AREA: 1,939.2009 n AM OR DATA ORTARKD FROV OTWRS vA TReYS
UPLAND AREA: 41,939 S.F.
y 3 AREA:49,799.52 SOFT. or 1.14 ACRES O[r"Nn DA nAc NA'VD418
MAP or EEO AL R'RAIIOV D ADOPDOY N INS SU11FY 6 A N mor a Or SCCIIDV 7TOP f /NE V rE C MIT UARAN IDS LAW. IED NE a RES 9.RKY
i NAP MI 1W Ff OE LAM SUt ,E SU WY ISIID SAL SNND Atli,E OOIISEI TO E Vn A rN0 TALE COPY OUMAIVRES fAOC'A TED N[MOY.91NE Aw
LILY TO 1f PG`NDV ttN AS TIE SLEr I IS ENDEX D AND O MS H/1AL/TO nE OnC C1ipAVY,GOK,e1LKN/K AGENCY AM t[MNG MDNIIDV
? O SrTS AM TO I/E A59OKE5 tY LIE llMYO MR rr LOWS
pIARA S ARE MOI LAW FONA S
_ nE O'F3Ei5 D?DNR NT 9DIIN NEAEDY NFS IK PIItTERIY LILT N IK SFENa7F, AC rqT A UCRM MM4 AM USE T QE N II FA AW
DK
MT NRMED TO NONAENI RE M 00R E uOR NN TO DED IIIC or OLUO/ F D)A A PNYXAL SIRIICR.RCS N AM OnER A,AT DK [LSE Wy
ti.r. AM/W SN7AArFA/I SINVCnAFS AFDORED DI Lrle<CVOED AAE Mt CVARANRiD U[E3S PNryGA(LY CMOET/I ON nE P,wSI5E5 AT IfE reK/Y SV/KY
SURVEY or:LOT 24 CERTIFIED TO: AUCE WEINBERG;
MEADOW NAP OF HARBOR VIEW DOROTHY BAER;
BEACHFREO:AUG. 21, 1987 No. 8377 ++\
LANE SWAM AT:MATTITUCK
REVISED 04-26-23 TOIL OF:SOUTHOLD
ADD BUFFERS 03-25-23 1 SUFFOLK COUNTY, NEW YORK KNNeFB Y 1/OYCHOE LAND SURVEYING• PLLC
Profeeeiooel l.nd SNn•7U g And Dmign
REVISED 02-23-23 P.O.Bo. 153 Aquebople.New York 11931
REVISED 01-05-23 nE 1222-81 SCALEA'-40' DATE: JULY 1, 2022 NYS use NO OSam2 --(.."-Lees —110,1 zee-Leas
S.C.T.M. NO. DISTRICT: 1000 SECTION: 116 BLOCK: 7 LOT(S):6
NOTE-NO MATURE TREES TO BE
REMOVED FROM SITE
DURING CONSTRUCTION
LAND N/F OF I LAND N/F OF
KEVIN CANDE I KEVIN CANDE PROPOSED 1507 S.F.DECK IN PLACE OF EXISTING 732 S.F DECK TO BE REMOVED
DECK RAILING TO SERVE AS COMPLIANT POOL ENCLOSURE FENCE
I / POOL WASTE WATER
DRY WELL PROPOSED 12'NOWTURF VEGETATED BUFFER
\
8'0x4'DEEP/
I By
ICONFNtm 9 Tloa eawurr
\ I / SLFFOLX 1N VWNM N►AL CONSIATW4 INC
ZONE X 4 I
1 g/ 3Q / 1..... ...... i rz.7t'
\...i.... % x X x 1
xx Xxx X z x x x x z x x x X x
k(}�� % % % %xxx% x % % % % % X % x I
\., .. .x4xx xz xxxxxxxxxxxxxxx A%xz"xxzx xxx . )
NYSDE I SIRE \I 0' \ % % % xxxx % �q xxxxXA,x
I N. ENE \ .:.:.: � z x x X X X x x x x x k"•• x x x x x I
C / / , ISysm1 cr"' [E �F C „\ x x x x x x x x x >x x x x x S
LO S �'/ \ \ k x x x •x z %Xzx x xxZ�x x x x
APPROVED m- �
APPR AS PER TERMS , LP : x : % xxx % % X X X Xy %
/ 1 ,\\ // \ l ... x x x Q xx XXx Xz�xxXxx kxx Xx xX XX x
F.: i'!ahl� �..' .4 x X Z X x X x f< X X x �x z x X
/ / / ' \ \ // �\ ... •\ZONE AE\EL I6)'.1'.'. xAx"xxx0 zx, XxxAXx x xXxX )K x z
a:::::`':::::r;'A;;.:;::,:;:.''::`.; 4.. x x x l xxx k x x
AND CONDITIONS OF 1 �_'� ' \
tL // �....... 1. �p
I \ '.\'...:..'. .\.......\'.:. .lxxxxxa xXxxxx/ % S W'5Y27'M
PERMIT# i-�! l :;: /
�� QI �kkX'S / 1 1 \ �% I \ \I // .\. ..�...... xl xxxx W XxxXxx Yl(b
DATE S ; 1 \ ��� t \ / {':' 1:4' 1::' ,"%x% x"zx\'::' ..
.?day I \ t x::...�.. ...,.. X x uIX X Xx
x1 x X� X X11 y r.
/ I \ \C z ax x x
Ax:X pXzxx3�.
t..'.'.'.1. .1'''1. x Z x
I // I.'.'.'.A, .L. "_` a t3 z
1 \
�x > %� MUD CREEK
1 I 0.2 .'.'1.' .'L....1. % x X X x ,
1 ;;;';ti—�,.o-t� :a If Nu FLooD... .. . X X x % x X (HALLS CREEK)
BASED ON UPLAND AREA:41.939S.F I \ d.:,::.:''.` ''...:.:,: BUFF Xk"xxxx.""xx�`
TOWN OF SOUTHOLD I I I
T COVERAGE
DWELLING W LOCOVEREO PORCH: 2820 S.F. 1 GRAVEL DIk*_r c I / e w E OTPATN z X X x X x X%x x Y N
::::.: sss
/ REAR DECK: 732 S.F. 1 1 1 ::. ! :...• 11 1 h"ss 1 Y1:':'A 'I Ixx�% X x x x x
1 \ 71.1' l' '::Yi: 21'0' 91, / :'I ..ZONE AE( 6).:L'.�.�.'1 Xxl�xxxxxx"xxxx
TOTAL EXISTING COVERAGE: 3552 S.F. or 8.5X
XXkx%XxxXXXxxXx X �.
DEMOLISH EXISTING REAR DECK: —732 S.F. \ \I 1 /(V C , i // "'{ xL x x X x
�.'.'.'.'.'.'. 1'.xx ,
\ EC / t 16 / C........'/ .. ............1 xxX % xXXXXX%X x�X
PROPOSED DECK: 1507 S.F. \ 1 I t/ / 1NO�in� i 5 1 i x x"X % x x x"�1
PROPOSED POOL: 468 S.F. LAND N/F OF \ I I ZONE X PRO / STE TE S R4 ✓'''' '' XX:,X x X X x z X %
HRUZ IRREVOCABLE 1 I I a`HoK P// P '` fbO I ... xX k XxX xxxx%X%%x%xx X
TOTAL PROPOSED COVERAGE: 4795 S.F. or 11.4X 1 I i, E "' % `x X xxX x X x x
a / A r /'.' f x s
1 h -r4• I SET&1CK .'C..'.'......... x"X1 X x X z z x x x
FAMILY TRUST I I / / /i // XXX % X X
)............. I'."x x i X x X
............./... .'.. X%XX AX Xx X%XX Xx Xx X%XXXxx y uq•
I l t X I // .../............./....... % x P X X X x X x % % x ,7
1 ro / / I / I , // .. .......•.... . , xxxx .XXXXXXXXXXX"XxxxxxxxXxN NYSDEC LOT COVERAGE
_ I I 1 / L'.'. .'...'..(':'..',' ', x x x\x % x x z z % x x x X x z x %
I X X f( % % x x % % X X x % X % x X %
DWELLING W/COVERED PORCH: 2820 S.F. ��\ 1� i� I N 87/07'SO' µ // I.'.'.'. {. ....... X x X X x X x x % x x x x % x x x
....... .... ... X % % x % % X % X % X X x % X X % %
/ o.ss ...... ;... ....4. x
REAR DECK: 732 S.F. / ,13 n i ass 1 X X X X % x x % %%Xxxxxzxxxx%Xx X �.y.
UPLAND PORTION OF CATWALK: 58 S.F.
CONC./STONE WALK: 266 S.F. 1 \\ =F �/ v LIMIT OF GRADING/DISTURBANCE
SHOWER, BILCO & STOOP: 70 S.F. 1 C BOUND BY PROJECT LIMITING 1
/
TOTAL EXISTING COVERAGE 3946 S.F. or 9.4% I 1 I SILTFENCE LIMIT OF MODE TE WAVE ACTION BOUNDARY
LAND N/F OF ALONG LANDWARD SIDE OF
DEMOLISH EXISTING REAR DECK: —732 S.F. ! I I 50'NON-DISTURBANCE BUFFER PRO SED
DEMOLISH SHOWER, BILCO do STOOP: —70 S.F. I SHARYN KOHEN 12'NON-TURF
PROPOSED DECK: 1507 S.F. / I VEGETATED BUFFER
PROPOSED LANDING W/STEPS: 36 S.F. / / I
PROPOSED POOL, 468 S.F. A4- j
PROP. SHOWER ON DECK: N/A
TOTAL PROPOSED COVERAGE: 5155 S.F. or 12.3X
1
^� 1
I� 1
TYPICAL SILT r , --Ia FEMA MAP#36103CO482H SCREEN cecTloN `J W 1 , \ THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
GEOTEXTILE FABRIC o 1 j �' EFFECTIVE 09/25/2009 LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS
I AND OR DATA OBTAINED FROM OTHERS
SUPPORT Po TA ` I # UPLAND AREA: 41,939 S.F.
WOOD OR METAL � I FLOW DIRECTION $ If AREA:49,799.52 SQ.FT. or 1.14 ACRES ELEVATION DATUM: NAVD88
EXCAVATED AND / j s' UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A V70LA770N OF SEC7101V 7209 OF THE NEW PORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY
BACKFILLED TRENCH !TI / MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
E%1571NG GROUND � oq ONLY TO THE PERSON FOR NHDM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 7771E COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON
��l/ ^� LISTED HEREON, AND 70 THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE.
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 70 THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC770N OF FENCES ADD1770MAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS
eraN. rN� ._?0 0 s AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY£NDENT ON THE PREMISES AT THE 77ME OF SURVEY
R' .
} (/' \ SURVEY OF:LOT 24 4Y
°F NE CERTIFIED TO:KENNETH MADSEN;
MEADOW
MAP OF VIEW AP cH M' wo,yo� MICHELLE HARMON—MADSEN;
1 BEACH
FILED:AUG. 21, 1987 No. 8377 y 2 r'�� JPMORGAN CHASE BANK, N.A., ISAOA ATIMA;
LANE x REVISED 03-14-24 SITUATED Ar:MATTITUCK o:
FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC;
�
REVISED 01-25-24 — 0
TOWN OF:SOUTHOLD c,
REVISED 01-17-24 SUFFOLK COUNTY, NEW YORK �4. KENNETH M WOYCHUK LAND SURVEYING, PLLC
REVISED 01-13-24 s4. 050882 SJ� Professional Land Surveying and Design
UPDATE FENCE 09-22-23 P.O. Box 153 Aquebogue, New York 11931
UPDATE 08-01-23 FILE 0222-81 SCAL.E:1"=40' DATE: JULY 11 2022 N.Y.S. LISC. NO. 050882 PHONE (881)898-1568 PAR (631) 298-1588
S.C.T.M. NO. DISTRICT: 1000 SECTION: 116 BLOCK: 7 LOT(S): 6 NOTE-NO MATURE TREES TO BE
REMOVED FROM SITE
I DURING CONSTRUCTION
LAND N/F OF I LAND N/F OF
KEVIN CANDE I KEVIN CANDE PROPOSED 1507 S.F.DECK IN PLACE OF EXISTING 732 S.F.DECK TO BE REMOVED
DECK RAILING TO SERVE AS COMPLIANT POOL ENCLOSURE FENCE
I / POOL WASTE WATER
/ DRY WELL PROPOSED 12'NON-TURF VEGETATED BUFFER
\ / CON WETLANDS Rr BOUIDVT/
/
� S H7°0Ti0" � /� 8'Hx4'DEEP I Q r
aFFOLK 011011RONMIDrtK ODNSLI.TVA INC
ZONE X ! I /
4 / L.... ...... 312.73'
lil 4 x x x x x x x x z 1
.\.. ..t.".'.'\.'.'.. x x x x x x x z x x x x x x x
In 2ry1 .."1
G'L ..\.:...\.'. x xxx x x x xxzxxxxxz x xxx x x z xxxx x
,.�j /X .......\... xxxx xz x xxxxxx x x gR:xxxxxxxxxxx xx.Z 1
/EXLSIMlG \ SCSO= R ��s� 1 \ {....\.. \x x x x x x x x x x x x x x x x > x
ISYSIFII r--" �E/Vf �`F� \ D ..4... ..:.:::::�x \ �xxxxxxz x xxxxxxxxxxx xxxxxxx 4ry
/ / t to'� q��{ F4P F 5 C \.. .... ...t..}(..:\".'. k x x xQ'x x xxxxlxxx x`S xxx x
/ - '.'.'.'..\'.'. \'...�. x� x xxx W. x x INS x x x x
\.`........ \...�... x x O_x x x x) zxx it x`xx x x z y x
..... ...'.'.'.'.'.'..(.'.'.\.. .4.. YF xxxZ xxxxxx t( xxxxxxx
\.'.'.. x�<xxxxxx•�x
/ / / a:.::::':':`:? s•: :ii: " \ // \... .. '46NE ...EL\6 \ >Exxxxx0 xxxx xx x x 7w x xxx
xxx xxxxxx
I 1 r \".'..'.'.'.'..\.......\..1. .�X x Q zzz
"._�',.,.:....'.:. ' xC%xxx xxx xx'1 S R4'SY27'M
x x w x x
\ zxx`n x zxx�`
xlxxxx xxxxxx x m
D sTy ....... t. J } '.t.'....t.' r.'.'.'t.'. rx c
/ I \ W", ':':''.c k ? // t.....1. .1.':..i:. A xx oxxxx39x i
\ 1 cY o" i 1 // I.....I: .(.'.'.'I'. x}xx QxxxX N a
lxx xxxxxxx m MUD CREEK
IZONE X:. ./..'.'.'.'.I:.':'I'.'.'.}.. x x"� x x :Az
•� �a� i t 0. HANCE '/'' .....I.' .'I'.'...t.. x�z x xxxx x
;a;; `I N FLOOD xIt x x xxxN-X:-x
(HALLS CREEK)
BASED ON UPLANDAREA:41,939 S.F I I ^� `1",`'"''..':::?'.:.1." ?r.o• �''/ // 'BUFF xx x
.' kxxxxxxx
TOWN OF SOUTHOLDLOT COVERAGE . //J /j :./.. x ■DWEWNG W/COVERED PORCH: 2820 S.F. .. xxxxxx zxxx xxxREAR DECK: 732 S.F. x x x xxx xx71.1- r1I ..... xkxXx% x XTOTAL EXISTING COVERAGE: 3552 S.F. or 8.5% �DRy L !DEMOLISH EXISTING REAR DECK: -732 S.F. \ y0 dF I x x\ .... ... .. 4x/ ./....'..... ..{zxxlxxxxxzxxxxxz
PROPOSED DECK: 1507 S.F. \ 1 I / / ,� x •' / x 9
\ 1 I / NO/ I / 5' /.....'...�.......... : x x x x x x
PROPOSED POOL: 468 S.F. LAND N F OF / p ✓ x(xxxxx x x x
/ \ I I ZONE X �'ROa / d' STEPq �O� S B,4 _xxryx x x x x x xx'�
TOTAL PROPOSED COVERAGE: 4795 S.F. or 11.4% HRUZ IRREVOCABLE 1 I I �HOLVFp// 4 xxxxxxxxx x x xxx
4Xq. J / / /... /......I. x 1x xxxxxx S
FAMILY TRUST i i i 1 , j ,SETBACK,I „ �..............r.'.'.'.'. {.xxxxx fxxxxxxxx x x xxx ? �k;
/ I / M / I/ / /// '.'/............../".......}.. xxxxxxxxxxxxxxxxxxxxxxa/y"`.
,r / I // f.'.'.'....'....'.'. .L x x xxxxx x x x x x x x y x
/ I ti 6 / / / // :.'i. . / x x x x x x x x xxx xx4
NYSDECLOTCOVERAGE I y x x I, x x x x x x x x x xxxx x x� ,r
xxx�x x x x x x x x x x
DWELLING W/COVERED PORCH: 2820 S.F. I I / J I // .'f..............{........... xx x xxxxxxx -xxxx xxxxxx XXX
\�\ 11q / l NB//0Ti0' IN &5 '.'A.".'.".".".".�.�.�.4 x xx �x x x xxx - x x x x x x x
I x x
............ t
x x x
REAR DECK: 732 S.F. / �3 \% �z�,Tas / x x x z x z x xxxxxxxxxxzxzYx%x -y;
UPLAND PORTION OF CATWALK: 58 S.F. I / F� 1 \ 258,.�, �^
CONC./STONE WALK: 266 S.F. �) I \\ 3 LIMIT OF GRADING/DISTURBANCE
SHOWER, BILCO do STOOP: 70 S.F. �1 I \ / BOUND BY PROJECT LIMITING
LIMIT OF MOD TE
TOTAL EXISTING COVERAGE 3946 S.F. or 9.4% j j SILT FENCE WAVE ACTION BOUNDARY \
/ t I LAND N F OF ALONG LANDWARD SIDE OF 50'NON-DISTURBANCE BUFFER PROPOSED
DEMOLISH EXISTING REAR DECK: -732 S.F. / I /
DEMOLISH SHOWER, BILCO do STOOP: -70 S.F. / I
SHARYN KOHEN
PROPOSED DECK: 1507 S.F. / -TURF
/ / I VEGETATED BUFFER
PROPOSED LANDING W/SEEPS: 36 S.F. / I
PROPOSED POOL 468 S.F. A
PROP. SHOWER ON DECK: N/A
TOTAL PROPOSED COVERAGE: 5155 S.F. or 12.3% �1 I
1
I TYPICAL SILT I
SCREEN SFCTION — +a FEMA MAP#36103C0482H
� THE WATER SUPPLY, WELLS, ORYWF_LLS AND CESSPOOL
GEOTEXTILE FABRIC EFFECTIVE 09/25/2009 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS
SUPPORT I AND OR DATA OBTAINED FROM OTHERS
waoD OR
FLOW DIRECTION POSTS
u .� o ' I RfT
p^- I UPLAND AREA: 41,939 S.F.
T AREA:49,799.52 SQ.FT. or 1.14 ACRES ELEVA77ON DATUM. NAVD88
EXCAVATED AND �/ / / UNAUTHORIZED AL7ERA7701V OR ADDITION TO 7H/S SURVEY/S A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY
BACKFILLED TRENCH rr/ MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SIvALL RUN
IXISRNG GROUND ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777UWN
i
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE.
/
THE OFFSETS OR DIMENSIONS SHONN HEREON FROM THE PROPERTY LINES TO 7HE S7RUC7URES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
I o �tr NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADDITIONAL S7RUC7URES OR AND 07HER IMPROVEMENTS EASEMENTS
HYD. =
�a/a• b 0 AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY
I � R= ,
°00, SURVEY OF:LOT 24 CERTIFIED TO:KENNETH MADSEN;
x \
MAP OF:HARBOR VIEW BEACH MICHELLE HARMON—MADSEN;
MEADOW `
H FILED:AUG. 21, 1987 No. 8377 JPMORGAN CHASE BANK, N.A., ISAOA ATIMA;
LANE REVISED 03-14-24 SITUATED AT:MATTITUCK FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC;
REVISED 01-25-24 TONTI OF,SOUTHOLD
REVISED 01-17-24 SUFFOLK COUNTY, NEW YORK KENNETH M WOYCHUK LAND SURVEYING, PLLC
REVISED 01-13-24 Professional Land Surveying and Design
UPDATE FENCE 09-22-23 ��� P.O. Box 153 Aquebogue, New York 11931
UPDATE 08-01-23 Fl� /222-81 scALE:1"=40' DATE: JULY 1, 2022 N.Y.S. LISC. N0. 050- PRONE (aa1)298-1599 PAX (sal) 2ea-158a
r
10.5"
12'
Coping Pavers
Mortar 4" Compacted Sand
6" Tile
12" Bond
Beam
> O
' Marble Dust
Concrete
#4 reoar X(4) #4 rebar
10" o.c. throughout cont. through
verticals 5" o.c. where bond beam
water depth exceeds 5'
O
O
12" TO 36" Radius
Compacted Soil
O
O
Minimum specifications;
Shotcrete Gunite 4,000psi minimum
O Grade 40 rebar (conf to ASTM A615)
All work to be in compliance with ACI-318
N Y
4" min. thick
" Gravel base `sy '
r�
UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION Of SEC. 7209 Of THE N.Y.S. EDUCATION LAW p Ar
JOBS/: binder T��p 1� $�f9
DATE: 4.29.22 P O O SHE NGINEERING
SCALE: AS NOTED ® ® &CONSULTING P.A.
14 DRAWING NUMBER RAVFNUE
C r o S S Section (� S E C F ST AUQUS INE,FL 32084
1 Z v 631.831,3872
tA��,40 & to
�hO i
s
•
BINDER MADSEN RESIDENCE — 1425 Meadow Beach Lane
12' x 39' — depth 4' to 6'
P O O L S 3/25/2024 — Drawn by Katy Binder
SCALE: " = 1
auto—cover box
(2) skimmers HOUSE SIDE
• autofill O
I i (4) LED lights
"—6 pool length bench 1 16'
ramp deep end
shallow and
(2) main drains
(4) returns
�— 19'-6— — --9'-6" --5' —•
2" coping waterline
auto—cover track
6" waterline the j
O 1'-6" O O
7 "
5'I9" Z5'19.
. . . . . . . . 1
' ( v
Pit,
b" THICK REINFORCED CONCRETE
COVER; IF PLACED UNDER DRIVEWAY 24" DIAMETER INLET
COVER TO BE TRAFFIC BEARING SLAB GRATE 4 FRAME; IF
ORASS SHOULDER AREA OR PLACED UNDER DRIVEWAY a
DEFINED SURFACE COVER ORATE TO BE CAST IRON Oj��_
O o
Lu
Lu 1 � J
CB
H LAYOUT NOTES:
1. T S 15 AN ARCHITECT'S 51TE PLAN 4 15 O Q
=III=.III ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ VE.
SUBJECT TO VERIFICATION BY A LICENSED LnQi- = III-
SURVEYOR. THE INFORMATION �❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ REPRESENTED ON THI5 51TE PLAN 15 TO THE O❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ III=1 I I- ARCHITECT'S BEST OF KNOWLEDGE. L
1-1 2. SURVEY INFORMATION WAS OBTAINED
�f III- FROM A SURVEY DATED JULY, 1 2022 AND 99
Q z I I=j I -I PREPARED BY: 7 _,�,t �- •CCO l�f)
N PRECAST CONC. '?,'° .: G x N
LEACHING RING. SEE - {° i ; .
ESITE PLAN FFEG FOR LAND TH PO BOX 153EYING, PLLG I � _ ,. :y * APP O ED AS 1�OTED O m • LO
-J.. ,°. �
WATER CALCULATIONS ON KENNETH O C
2'-o" DIAMETER A5 2'-O" ! I A+1q i i ;i >y N O co
MIN. PER SITE PLAN MIN. AOUEBOGUE, N.Y. IIa51 'v: : - R« ,' a � ,DATE' B.P. ��
GLEAN SAND 3 GRAVEL FILL TELEPHONE: (651) 2a8 1555 *�^ "yy` Y } n 4,1' ° '' { '>,• I I Q O
� " :I'4. R mot.�� -=•.YI� fi7 a i .'..... �
�j _ ,� FEE BY:
'�� .,� _,� f. sr .,w•, ' '.,. I NOTI BUILD
TYPICAL SECTION ® DRY WELL
`= :: G DE PART MENTAT
1 � „;w .. 631 765-1802 8AM TO 4PM FOR THE
L / = " ` ` '- I �" � a { Ii FOLLOWING INSPECTIONS:
SCALE: 14" I'-O" y" ''� fp L
-� / .+y'„p I .«..+s-a� • $ *t-t "`_ ,,, '� ., Z^*'�.r.,-. .z - ;t;; ` +� 4..`."• jai #P- - �u C
1. FOUNDATION-TWO aE01!IPr:D
-
\ v � {.l �y�q*: •n h d ! r* i1._ } Tw, "wy� .�Y �' .5� FOR POURED C
/ ,` `" , �: '� f,: 2. ROUGH FRAMING Pt_U'„u!-dG
3. INSULATION
4. FINAL-CONSTRUCTION MUST "I,J
' .t � BE OR C.O.
, COMPLETE F ( 1
i ► 1 ' i ALL CONSTRUCTION SHALL MEET E
REQUIREMENTS OF THE CODES OF NE N
YORK STATE. NOT RESPONSIBLE F R
p q 4'O SUBJECT PROPERTY DESIGN OR CONSTRUCTON ERRORS •
Ito
M.H. , '12 -I� s,�- ; . .I,.. ., its!
O - JQ
1 yd , ; : ,a , E :. , 1 : ' �, w Y "` COMPLY WITH ALL CODES F
O - AREA OF SEPTIC O ' YORK STATE- .s. _ ` `, NEW E&TOWN C ES
REQUIRED AND CONDITION
v, N CR�4YEL D I I OF
...�,
OO 1 ' // \ 1 � ��.�" Y 4* .,,1•�` '4 .. „ j I s r'%" $ ARD PUIU
4`."' SOnl OLD TOVdN TR EE (I _.
U$TEE VJ
_ - - - - _ PROP. SCREENED �N.YS,DEC
T- 5�7p3���-___ POOL EQUIP LOG T I ON MAP \ OLD PC O /
6 Ly -
.� -�•�-=____ J _ _ 5GALE: NTS w I
I�llf -_�` OORCH 1 10 RO � �T ��� : �
PORCH PROP. 5' DIA.x4'D
12- " - - - �Y IIN� O �j' POOL DRY WELL
/47' 77�
ELECT.
5%
METER AG MAN•/ MAN. PROJECT LOCATION &SCOPE
' 2 STORY E 1___F�OOD_ZONE f<___- DEMOLISH 577FS STOOP $ OUT SHOWER
/ AG MIN. /� ____ 0 SHAPED x • PROPOSED DEG�K ADDITION SITE PLAN & ZONING DATA
2 3 0 ,
-• o' FRAME HOUSE 1
TEST HOLE 2 10V-- `tAk
RELOG. 4'x3S' 0.v_� $ GARAGE /'/ 1 •
LU PROPOSED STEPS AND LAND I NO
PER MAP OF HARBOR VIEW � PROPOSED OUT SHOWER (5-002 .00 GENERAL NOTES
FILED AUO. 21 ICI 7 � OUT SHOWER ry%3 La /' '
FILE NO. 8577 1 % /" i 1 • STRUCTURAL DESIGN CHARTS
-- _ ;y;A'\ , � -_ -, FROFOS�D DRY WELLS
ELEVATION F A�IE l
UNKNOWN rEsr Hoee 1 \ \---,__-- LIN1; _ _ o DECK
"DECK
PROP. �.- MRA ,� �A TA : PROPOSED DEMOLITION PLAN
q
LOAM OUDRY HELL
' BURIED PROP 4'x4'_ _ g I O DECK 3, _ / /' / // �'�`j
PROPANE LAND I NO 4 % d /' ,' / ,/ // ��0OV
STEPS,-> PROP. 12'x3a' ,.��� / 1 PROJECT / ZONING DATA
I.G. POOL - / o� F A- I O2 .00 PROPOSED DECK FOUNDATION PLAN
� �� � TAX MAP # 1000-116-7-6
,
DESIGN DETAILS
SAND o -�00 6' 45.0' 0��'-(C'�q 1 ZONING DISTRICT AG NO
O 1' PROP. DECK ,-
P P
1 ADDITIOR
O 'C
LOT AREA I.O AGRE5
8.0' ,' ,/ 1 GofO - I FAMILY DWELLING, - I O�.00 PROPOSED DECK PLAN Z
COVERED FRONT ENTRY, REAR Z-2851 I ; 6/21/02
' DESIGN DETAILS w
DECK, ATTACHED 2 GAR GAR. 4 g
OUT SHOWER v
/ LIMIT
OF VARIANCE APPROVAL N/A _ PROPOSED DECK ELEVATIONS
WAVE ACTION FEMA FLOOD ZONE X 4 AE6
,BOUNDARY
�' � // �` / // / -," / •OD ego'�' ,'
/ WETLANDS DISTRICT PERMIT #1055a; JULY la, 2025
LIMIT OF GRADING / GROUND Q
i DISTURBANCE. HAY BALES / / , i tt1 _ - - - - - - L
AND/OR SILT FENCING ALONG / -S�.�gP�G - , - - - _ _ _ , , /,� -2 DEG DISTRICT P
15.0 LANDWARD 51DE OF 50' BUFFERo' - ,' ' ' 1 PROJECT:
_ r
COMMENTS: GROUNDWATER ' / / / '
ENCOUNTERED V BELOW 1 O /o LOT GO\/ERAOE
GRADE
OCCUPANCY OR MADSEN
1 toy , , ' DESCRIPTION (FOOTPRINT) AREA GOVEROAOE r
USE 1S UI�LAI��FU� DECK ADDITION
SITE PLAN HATCH KEY: 1 NON��g'N - / � ' 1 TOTAL LOT AREA 41,711.5 S.F. WITHOUT CERTIFICAT ,
PROPOSED DECK ADDITION ,1 Ng0_ - _ - - - - _ _ � ' �-i' � TOTAL LOT AREA (LANDWARD OF 41,a3a.0 S.F.
RELOCATED OUT SHOWER 1 WETLANDS BOUNDARY) OF OCCUPANCY 1425 MEADOW BEACH LAN
® 4� ,-�- ' ��`� DWELLING W/STORY
OVERED PORCH 2,b2o.o S.F. 6.7� MATTITUCK NY 11952 E
PROPOSED STEPS 4 LANDING 1 -�- O� 1 ,
1 , - '(� 1 EXISTING DECK 717.5 S.F. L-14b
- RETAIN STdRr.i t:'ATER RU DRAWING TITLE:
TIDAL WETLANDS BOUNDRY 1 - ' ��� - 1 S PROPOSED DECK ADDITION -I'12.4 S.F. 1.830 jqOFF
CONFIRMED BY SUFFOLK Q - 1 PURSUANT TO CHAPTER 236
NOTE: ENVIRONMENTAL CONSULTING, / q 1� j PROPOSED POOL 465.0 S.F. 1.19� OF THE TOW PROJECT LOCATION & SCOPE
1. FLOOD MAP DATA FROM SURVEY INC. AUS. 10, 2022 �� - 2 s ` P>I CODE,
` 2 PROPOSED STEPS 4 LANDING 56.0 S.F. 0.1% SITE PLAN & ZONING DATA
MAP#:5610500452H 1 'Y l� / Gj00 y� 01J\ Qp , ' PROPOSED OUT SHOWER 14.0 S.F. 0.0%MAP DATE: oa/25/200a
FLOOD ZONE X 4 AE (EL 6)
1 TOTAL AREA OF ALL STRUCTURES 4827.7 S.F. 11.5% ELECTRICAL
IIlISPECTIOI�, RE(�UIRI�D
2. SITE PROTECTION/SILT FENCING TO BE
INSTALLED A5 REQUIRED BY 50UTHOLD ' io(0 MAXIMUM LOT COVERAGE ALLOWED: 20%' PAGE:
2 , � \
3. SURFACE WATERS OR WETLANDS ARE IMPERVIOUS SURFACES < 5" FROM GRADE
LOCATED WITHIN 300 OF THE PROPERTY. 1 ��, SIB 05 _� _ - EXISTING CONCRETE WALK 266.0 S.F. 0.63b OSE POOL TO CODE G-001w00
_4 30 W _ EXIST. UPLAND PORTION OF ,.UPON COMPLETION, :rt
4. ELEVATIONS REFERENCE ELEVATION DATUM N 1 / 1 CATWALK 55.0 S.F. 0.1%
NAVD88 1 / �0.82' - 6E. ORE"WATER"
MEAN HIGH WATER PROPOSED POOL EQUIP. 58.5 S.F. 0.1%
_ DATE: 05/08/24 1 OF 6
Q 1 1 it TOTAL LOT COVERAGE INCLUDING 5151.7 S.F. 12.5%
DRAINAGE SYSTEM INSTALLATION NOTES: - 1 O m \ STRUCTURES <8" FROM GRADE All exterior lighting
• A MINIMUM 10' SEPARATION 15 REQUIRED BETWEEN DRYWELI-S 1
WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC 1 / .�LY ZONING REOULATIONS MAIN BUILDING installed,replaced or
COMPONENTS, LEACHING FIELD5, SEWER COMPONENTS, OTHER 1 m m �G, G repaired shall conform - • I i
DRYWELLS, AND THE EDGE OF ALL FOUNDATION WALLS ' \
• A MINIMUM 5 SEPARATION 15 REQUIRED BETWEEN DRYWELLS 4 1 i 1 \ VV SOUTHOLD TOWN GODS 280-18 p _
'`\ to Chapter 172
PROPERTY LINES of the Town Code
!."AY g �V��
• A MINIMUM 20' SEPARATION IS REQUIRED BETWEEN DRYWELLS AND 1 /� EXIST. PROPOSED COMPLIES r"
BURIED PROPANE FUEL TANKS. 1 ' "VJ
• A MINIMUM 2' VERTICAL SEPARATION 15 REQUIRED BETWEEN THE �'
BOTTOM OF DRYWELLS 4 THE HIGHEST EXPECTED GROUNDWATER MIN. FRONT YARD 50.0' 71.1' 71.1' YES €
ELEVATION.
• CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL , ' �� \�� MIN. 51PE YARD 20.0' 50.5' 50.5' YES
+^
• SEE ALSO DETAIL I / 0-001.00. MIN. COMBINED 40.0' 62.8' 62.8' YES •.3 '- "�` {``' `
SIDE YARDS P... `
SIT FLAN MIN. REAR YARD 107.a 107.a YES
•K.R"e!CALK I••20'
SCALE: I" = 20'-0" WETLANDS 100.0' 76.0' 76.0' NO
NOTES $ Si=EG 1 F 1 GAT 1 ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY AL. 5RE Y I AT I O I S
IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUGLA5 FIR LARCH #2 4 BETTER (Fb = 6-15) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXI5TIN& FOUNDATION AS IT
TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEN& PERFORMED AND SHALL COORDINATE THE BD. BOARD INSUL. INSULATION
SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 5UB-CONTRACTOR5 IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF a
2. ALL LUMBER IN CRAWL SPACES TO BE 18 ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING,OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR
5" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR _ a
GENERAL GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED 501L BLDG. BUILDING EK KIPS (1000 L55) 0
I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT ui
APPLICABLE BUILDING DEPARTMENT. PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SOIL TO HAVE MIN. BEARIN&GAPAGITY OF (1) TON/50. FT., U.O.N. BM BEAM MANU. 5PEC.'� MANUFACTURER'S SPECIFICATIONS Lu
15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNGIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS _ J ca
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. 0= 4'-0" BELOW GRADE,UNLE55 B.O. BOTTOM OF MAX. MAXIMUM M
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4, AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY TEGO OR OTHERWISE NOTED Q -i (V
STRUCTURE/SITE SHALL BE FIELD VERIFIED BY 6ENERAL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MEGH. MECHANICAL � .0 Ln
PREFABRICATED WOOD I-JOISTS,STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWIN65, U.O.N. = 07
5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES,GYPSUM, HARDBOARD, AND STRUCTURAL �-
3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES B.O.W. BOTTOM OF WALL MIN. MINIMUM O r- �
FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS
AND AUTHORITIES HAVING JURISDICTION. -
RULES SPECIFIED IN 1.1 THROUGH I.B. UNTIL I52 TIER OF FRAMING IS IN PLACE. G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF 1a58
b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, i }'
4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY - Z O
U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, '1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65.
OF THE OWNER/BUILDER COL. COLUMN NYC, BG NEW PORK CITY BUILDING CODE .� L Y
INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER,SHALL BE IDENTIFIED d
-1. ALL BEAMS, 61RDER5, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER 6RADIN6 OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED V_
5. ANY OMISSIONS OR DISGREPANGIES OF PLANS AND/OR JOB CONDITIONS GOUT. CONTINUOUS O.G. ON CENTER � x N
SHALL BE CLARIFIED WITH THE NVE5EGT/ENCIS AN BEFORE PROCEEDING WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE.
WITH THE WORK. 8. MIN. HEADER TO BE (2) VxIO" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE DBL. DOUBLE OGG. OCCUPANCY 0 O 0 � O
6RADEMARK SHALL INCLUDE AN EASILY DI5TIN6UISHABLE MARK OR 41. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-005. 77= m -Z (-
9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MA50NRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE 4-J O +-+ Ln
b. NO DEVIATIONS OR GRANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-4141. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DFE DEBION FLOOD ELEVATION O.H. OVERHANG c N p CD
UNLESS APPROVED BY THE ARCHITECT/ENGINEER. DAYS OF 4,000 P.5.1., U.O.N. Q c d
10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. CLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM DIM. ENSION
B CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS PBFE PRELIMINARY BASE FLOOD ELEVATION 1
ON PACE 6-003. GENERALLY, 5HEATHIN6 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF AN51/ALTO A I C10.1 STRUCTURAL CLUED LAMINATED 11. GONG. SLABS TO REST ON MIN. OF 6" FINE 6RAVEL OR SAND WITH
BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS P. GONG. POURED CONCRETE
FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN
b. DRY WELLS AS REQUIRED BY STATE AND LOCAL GORES. EA. EACH PL. PLATE
APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51NO PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING.
q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE F'RECEDENGE WOOD I-JO15TS SHALL MEET THE PROVISIONS OF A5TM D5055 ELEV. ELEVATION PLYWD. PLYWOOD
11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES -
10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING A5 PER FASTENING 50HEDULE ON PACE 6-005 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 (1) WALL TIE PER (5) 50. FT. --
DOCUMENT, THE 0OVERNIN6 BUILDING CODE AND ANY ADDITIONAL EQUIP EQUIPMENT P.T. �PRE55URE TREATED
CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12 EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOU5E WRAP OR REQUIREMENTS ASSET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LED5E AND PROVIDE WEEP HOLES,
II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA
APPROVED EQUAL. EVALUATION REPORT. MAX. 52'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. EXISTING REQ'D REQUIRED
AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEI6HT5 AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR Ri
PERMISSION FROM THE ARCHITECT. RISER UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2„ ABOVE FINISH GRADE. U •�
12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 ASTM M5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE RM. ROOM
RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE X GROSS BRACING AT JOISTS,STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE Ib. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES
EXCEED 8'-0" AND AT EVERY V-0". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLESS APPROVED BY ARGHITECT/ENOINEER. NO FAR FLOOR AREA RATIO R.R. ROOF RAFTER
13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. F.A.V. FRESH AIR VENT STL. STEEL4-1
15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE
14. THE CONTRACTOR SHALL KEEP PREMISES REA50NABLY GLEAN AT ALL C-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NO PREFABRICATED 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY
TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ENGINEER. FF FINISHED FLOOR S.V. SMART VENT
RUBBISH, WASTE MATERIALS, TOOLS,ETC., GLEAN GLASS AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS
BROOM GLEAN. NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 15. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION TBD TO BE DETERMINED
CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. r 1
15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL
I7. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PACES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS TEMP GL. TEMPERED OLA55 v
I
LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES IQ. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A
AND ORDINANCES. I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: 6YP5UM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION I THK. THICK
GENERALLY,SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK • _
16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS NOR< AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6 SPAN. WALLBOARD, A5TM C51 SPECIFICATION FOR GYPSUM LATH, OR A5TM C7q CONCRETE SLABS TO HAVE 6xb 10/10 WELDED WIRE REINFORCING. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL
THE 51,15-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM SHEATHING BOARD.
COMPLETION OF PROJECT. Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME Tr TREAD ('��
AS PER PAGE 6-003. I.'1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL A5 IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" VJ
I"i. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF AN51/AHA AI35.4 BA510 HARDBOARD OF DEEP 4 3'-0" BELOW GRADE. FRPR, FIREPROOF TYP. TYPICAL Q
ARGHI CONTRACTOR
TO R, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. --
A&AIN5T ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. FOOTING U.O.N. UNLESS OTHERWISE NOTED
ATTORNEYS FEES ARISING OUT OF OR RE5ULTIN& FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER I.8 STRUCTURAL PANELS:
THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD GYP. BD � GYPSUM BOARD VERT. VERTICAL
IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL
INJURY ATTRIBUTABLE
OR DESTRUCTION IN TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN V.I.F. VERIFY IN FIELD
ITSELF INGLUDINE THE LOSS OR USE RESULTING THEREFROM). (B) IS CAUSED K MANUFACTURER SUCH AS: HANOER5, NAILS, SCREWS, FLA5HIN6, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND
WHOLE OR IN PART BY ANY NEGLIGENT ULT OR OEREFR ). THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER w/ WITH
CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR
EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE GORE HNGR HANGER WD. WOOD
BE LIABLE REGARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS.
PARTY INDEMNIFIED HEREUNDER. A. WEYERHAEUSER TRUS JOIST 2.OE MIGROLLAM LVL HDR. HORIZONTAL ZR ZONING RESOLUTION
8. GEORGIA PACIFIC 2.OE 6-P LAM LVL 1.8.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND
I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET
BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. WEYERHAEUSER TRUS JOIST 2.2E PARALLAM PSL THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY
OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED SY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. 5PEG.'s PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT
TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR
APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• ]-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS.
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL 5TANDARD5 SECTION, THE GOVERNING BUILDING CODE,
AUTHORIZATION OF THE ARCHITECT/ENOINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S I.b.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL
GORE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A208.1 AND ANY
lei. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWING5 REQUIREMENTS AS SET FORTH IN THE MANUFAGTURER'5 CODE
NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMEN5IONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF 50LID SAWN RAFTERS SHALL EVALUATION REPORT.
PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE
OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL I.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS
20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA A1414.I CF-LLUL0510
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A57M 0205 STANDARD SPECIFICATION FOR
IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD.
21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM ED6E5.
SPEGIFIGATIONS, UNLESS NOTED OTHERWISE. 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN
24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S.
22. PROVIDE FIREBLOCKINC AS PER NEW YORK ACCESSIBILITY STANDARD5. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I
THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL
25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED A6AINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION
UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS.
GOPYRI&HT PROTECTION ACT OF IaaO (AWGPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROSS-SECTION.
2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL
25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1.
GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS,
ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES,AND TABLES ON PAGE 6-003 4 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 15.2.1 SQUARE AND v)
CONSTRUCTION;SSTD 10-99 AND 2018 580 H16H WIND EDITION WOOD FRAME SPECIFIES THE REOV NAILING FOR THE 5HEATHIN6 (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES).
CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING w
I. A CONTINUOUS LOAD PATH BETWEEN FOOTIN65, FOUNDATION WALLS, 5GHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LA& 50REW5: LA& 50RENS OR LAG BOLTS SHALL COMPLY WITH AN51/
FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 5HEAR:WALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEG.'s). ASME 515.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). 0
2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. L)
STANDARD BUILDING GODS, SECTION 2306 OF IBC SHALL 2.2.5. TRU55 METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES
INCLUDED IN THE WITH MANUFACTURER'S RECOMMENDATIONS. 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN
BE USED IN ACCORDANCE
WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL W END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION,
TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS
3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED WALL w/STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFAGTURER'5 CODE EVALUATION REPORTS.
DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE W/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® TABLE R501.7 CLIMATIC 4 OEOORAPHIC DESIGN CRITERIA W
AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXIST. WALLS 4 12" LONG HOOKED BOLTS 0 NEW FOUND. WALL5). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR 5TR:APPIN& 51ZE AND
MINIMUM ASTM A653 STRUCTURAL QUALITY ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS a
4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. I6" GAGE ARE SPECIFIED, a
SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 3 COUR:5E5 OF SOLID BRICK MASONRY CENTERED 0 P05TINC, U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL &ROUND SNOW LOAD 25 LB5
PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER 5TUD5 HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY ALLOWABLE
AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S STRUCTURAL MEMBER BASIC, WIND SPEED 150 MPH PROJECT:
STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. DEFLECTION
5. RIDGE STRAP5 SHALL BE ATTACHED TO EACH PAIR OF OPP051NO U.O.N. WITH TOP GAPS 0 STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG M A DS E N
RAFTERS EXCEPT WHERE COLLAR TIES OF INN' OR 2'x4" LUMBER 15 W b" RISE 4 w/ (2) s/a"0 BOLTS THROUGH CENTER LINE OF VERTICAL LE65 2.2.5. NAILS: NAILS SHALL COMPLY WITH FASTENERS:
F NAILS,
STANDARD RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY B
LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF BET 6 DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PACE 6-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. L/I80
W/ NO FINISHED CEILING ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B DECK ADDITION
RAFTERS. 2.2.6. PNEUMATIC, NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES
6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. MECHANICAL CONNECTIONS: SHALL MEET THE REQUIREMENTS OF THE C70VERNINO BUILDING CODE INTERIOR WALLS 4 PARTITIONS H/180
AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE WEATHERING SEVERE
I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "51MPSON" MAY BE MANUFACTUR:ER'5 CODE EVALUATION REPORTS.
1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. FLOORS 4 PLASTERED CEILIN65 L/360
IV' WITHIN 4' OF EXTERIOR CORNERS. 2.2.1. 50REW5: SCREWS SHALL COMPLY WITH ANSI/ASME B 18.6.1 FROST LINE DEPTH
8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED WOODSCREWS (INCH SERIES). ALL OTHER STRUCTURAL MEMBERS L/240 1425 MEADOW BEACH LANE
TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER BY SIMPSON MANUFACTURER. TERMITE MODERATE TO HEAVY
OF J" AND 5NV'x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 MATTITUCK, NY 11952
ICE BARRIER REQUIRED YES
PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL
BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONCRETE/MASONRY LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY
FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS LOADING VALUES ARE LESS THAN WHAT IS SPECIFIED BY "SIMPSON" EXTERIOR WALLS - WIND LOADS W/BRITTLE FINISHES L/240 DRAWING TITLE:
AND AT SPACING NOT EXCEEDING 4' ON CENTER.
4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED EXTERIOR WALLS - WIND LOADS W/FLEXIBLE FINISHES L/120 GENERAL NOTES
GORES AND REFERENCE STANDARD: 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER
I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. ENERGY TABLE
STATE BUILDING CODE,2020 NEW YORK STATE RESIDENTIAL CODE, 2020 STRUCTURAL DESIGN CHARTS
NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK b. ALL FA5TENIN6 CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER
STATE ENERGY CONSERVATION CONSTRUCTION GORE. SPECIFICATIONS OF THE PRODUCT REIN& INSTALLED
2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF -1 VARIATIONS IN CONNECTOR GONFI&URATION SHALL BE APPROVED BY STRUCTURAL DF_S10N LOADS
WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME ARCHITECT
CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION PAGE:
(AF4PA) AMERIGAN WOOD COUNCIL (ANC). 5. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM USE LIVE LOAD DEAD LOAD
HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED p 15 p 002m
3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW PORK STATE BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. EXTERIOR BALCONIES 40 psf psf �
PLUMBING CODE.
OO
4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW PORK STATE SITE WORK DECKS 40 psf 15 psf
MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR
5. ALL ELECTRICAL WORK SHALL CONFORM TO 201-1 NATIONAL ELECTRIC PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN
CODE, NFPA-10 AND 2020 NEW YORK STATE ENERGY CONSERVATION 2. VERIFY ALL FICAN DATA ON DRAWINGS. N THERE 15 A DISCREPANCY, DATE: 05 08 24
CONSTRUCTION CODE. RECEIVE CLARIFICATION FROM ARGHITEGT/EN6INEER PRIOR TO PROGEEDIN6. UNINHABITABLE ATTICS WITHOUT STORAGE IO psf 15 psf
� � 2 OF 6
(MAX CLEAR HGT< 42") p P
3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65. UNINHABITABLE ATTICS WITH STORAGE
STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING (MAX CLEAR HOT > 429 20 psf 15 psf
SITE. STOCKPILE ALL EXCAVATED MATERIALS.
5WIMMIN& POOL 4 HOT TUB HABITABLE ATTICS 4
I. IN-GROUND POOLS SHALL BE DESIGNED AND CONSTRUCTED IN CONFORMANCE 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE ATTICS SERVED BY FIXED STAIRS 30 psf 15 psf
WITH ANSIAPSP/IGG 5 (AMERIGAN NATIONAL STANDARD FOR RESIDENTIAL ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE
INOROUND 5WIMMIN6 POOLS, 2011) FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf
2. PERMANENTLY INSTALLED SPAS AND HOT TUBS SHALL BE DESIGNED AND
CONSTRUCTED IN CONFORMANCE WITH ANSIAP5P/I00 b (AMERIGAN NATIONAL 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. '
STANDARD FOR RESIDENTIAL PORTABLE SPAS AND SWIM SPAS, 2015) SLEEPING ROOMS 30 psf 15 psf f y
3. AN OUTDOOR SWIMMING POOL SHALL BE SURROUNDED BY A TEMPORARY c<q
BARRIER (MINIMUM 4V' IN HEI(9HT) DURING INSTALLATION OR CONSTRUCTION STAIRS 40 psf 15 psf °A
THAT SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE
WITH LOCAL AND STATE RESIDENTIAL BUILDING CODES IS PROVIDED. GUARDRAILS AND HANDRAILS 200 psf 15 psf
4. SWIMMING POOL5 SHALL BE COMPLETELY ENCLOSED BY A PERMANENT
BARRIER COMPLYING WITH SECTIONS R326.4.2.1 THROUGH R326.4.2.6 OF THE
2020 NYS RESIDENTIAL CODE.
5. BARRIERS, BARRIER GATES, LATCHES, ALARMS AND MECHANICAL FUNCTIONS ROOF LOADING (LIVE = &ROUND SNOW LOAD) 25 psf 15 psf
SHALL COMPLY WITH SECTIONS R326.4.2."1 THROUGH R326.1.3 OF THE 2020 NYS
RESIDENTIAL GORE.
'BALL STRUCTURAL ME51ON CONSIDERATIONS ARE IN CONFORMANCE WITH
ASGE '1-Ib (MINIMUM DES16N LOADS FOR BUILDINGS AND OTHER STRUCTURES)
i
C ENER�L= SNr'M50L EN' :
EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT CL
WOOD FRAME (L.G. STL. Q
WHEN APPLICABLE) O
W
EXISTING TO REMAIN
NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J co
5TL. WHEN APPLICABLE)
NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUCTURAL
N
WOOD FRAME (L.G. STL. El POST FOR 4" WALLS
WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL
O
P05T FOR b" WALL5), U.O.N. - _ } 0
NEW 2-HR FIRE RATED
WOOD FRAME (L.G. STL. N Z O
WHEN APPLICABLE)
t
� o
2 X N
O p O 4-'
m
O ILO
N
c O CD
IV
V
U
EXIST. I I EXI5T. STOOP
OUT
SHOWER I I W
L----_--J
OUT SHOWER TO BE REMOVED L
\ I
STOOP AND STEPS TO BE REMOVED
_—
EXISTING 2 STORY
FRAME HOUSE S
C EXISTING 2 STORY GARAGE 15 NOT PART
FRAME HOUSES OF THIS FILING
6ARAOE 15 NOT PART
OF THIS FILING
EXI5TIN6
BIL.GO DOORS
7771"7
EXISTING 2 STORY
,p.T10N FRAME HOUSE S 12
LO�
X�Mp` W5 V� --� GARAGE 15 NOT PART w
15TING 6_.
AppRO c, L OF THIS FILING
OFF �O
v
Ix
EXISTIN6 RAILING S DECKING EXISTING RAILING S DEGKIN6
TO BE REMOVED TO BE REMOVED
ui
t`-
a
0
PROJECT:
EXISTING DECK MADSEN- _DEMOLITION NOTE: DECK ADDITION
I I I I I I I I I I I I
I I I I I I I I I I I I
PROVIDE SHORING AND SUPPORT TO ALL AFFECTED I I I I I I DECK STRUCTURAL COMPONENTS TO REMAIN
STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT I I I I EXIST. DN EXIST. DN
OF ANY DEMOLITION OR CONSTRUCTION. I
I I I I I I I I I
EX15TINO RAILING DEGKIN6 -- 1425 MEADOW BEACH LANE
TO BE REMOVED
TEMPORARY 5HORIN6/DEMO SEQUENCING NOTES: EXISTING STEPS TO BE REMOVED EXI5TIN6 STEPS TO BE REMOVED MATTITUCK, NY 11952
I. INSTALL TEMP. POSTS S 61RDER PER DEMOLITION
PLAN S PER DETAILS.
2. EMOVE EXIST. (SIRDER.
5.INSTALL NEW GIRDER FER PROPOSED PLANS;SECURE DRAWING TITLE:
EXIST. FLOOR JOISTS TO NEW 61RDER.
4.REMOVE TEMP. P05TS S 61RDERS. _ PROPOSED DEMOLITION PLAN
FR0F05F_I7 PEMOL_171 ON PLAN
PAGE:
50ALE: 114" = I'-O"
A-101moo
DATE: 05/08/24 3 OF 6
0 E N E A L= O E Nr : POURED CONCRETE AND STEEL REINFORCEMENT NOTES: GONGETE - GOLD WEATHER POURING * CONCRETE MIXTURE
NEW PARTIAL HEIGHT I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF
- EXISTING TO BE DEMOLISHED FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE
i WOOD FRAME (L.G. STL. HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. <
DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. Q
EX15TINO TO REMAIN WHEN APPLICABLE) 2. SPECIFICITY OF CONCRETE DE516N MIX SHALL BE BY OTHERS.
2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION
NEW FOUNDATION WALL 4"x4" P.T. POST
NEW WOOD FRAME (L.G. � SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR W
3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL
ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER SIMPSON 6ALV. ABA44Z LLJI CONFORM TO AGI 306. P05T BASE (OR EQUAL) J (B
STL. WHEN APPLICABLE) ENCOUNTERED. 5/4"xb" SYNTHETIC CIO
II II 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN &ROUND / DECKING N.O.N. ON (V Q +-1 N
NEW I-HR FIRE RATED ® MIN. (2) 2 x4 STRUCTURAL SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO STONE GAP ® POOL EDGE PLAN/5EGTION/DETAILS) - Ln
POST FOR 4" WALLS TEMPERATURES WITHIN 10° F OF CONCRETE. GRADE
WOOD FRAME (L.G. STL. 4. ALL FOUNDATION WORK SHALL BE 4p00 P51 POURED CONCRETE AT I
WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. 10"0 "SONOTUBE" FILLED " I O
POST FOR b" WALLS), U.O.N. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW REMOVE A5 REQ'D. . - _ SOLID w/ P. GONG. III I - r- O
II
NEW 2-HR FIRE RATED 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL (MIN. 4p00 P51)
WOOD FRAME (L.G. 5TL. A57MA615 GRADE 60. MM FOR SLABS DO NOT NEED TO BE II i z COATED. 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE P.T. DECK JOIST III O
WHEN APPLICABLE) PERMITTED WHEN NECESSARY. c_- AS PER PLAN JI I O _� N
b. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS 7, FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55° F OR HIGHER J05TS AS PER PLAN FASTENED w/(2) (2) #5 BENT REBAR SQUARE FOOT SF-22 .O � L)
SHALL BE STAGGERED. 5/8" (P x 5" LONG HEAVY DUTY GAL. CONCRETE FOOTING FORM _ O X O N
AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. (CENTER BETWEEN i
LAG BOLTS ® I6" O.G. INTO FOUND. WALL METAL 6ALV. JOIST HANGER PARALLEL REBAR IN FT6.) III FILLED SOLID w/P. GONG. O O O .�_.�
-1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL # HARDWARE IN (MIN. 4p00 PSU; INSTALL m '- r-
8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. w/(2) 5/8"cD x 5" LONG APPROVED BY 'SIMPSON' (OR EQUAL) ® 1 Q Z r•-
PLAGE AT TIME OF POURING b MAINTAIN REQUIRED CLEARANCES, MA50NRY ANCHORS ® 16" O.G. EA. JOIST PER MANU. SPECS. 4-J a--� In
COVERAGES, AND PLUMBNE55. (2) #5 HOR. REBAR UPON (2) 1° O N co
a. NON-CHLORIDE,NON-CORROSIVE ACCELERANT ADMIXTURES ARE
-. PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 #5 HOP, REBAR(4 TOTAL) I�jp Q 0 d
z O 5. CEMENT SHALL CONFORM TO A57M C-55 FOR STANDARD WEIGHT -_ �___
V CONCRETE. (A5TM G4114/C4,14M,TYPES G AND E). CONCRETE POOL - -��
- z
Lu 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CROSS SECTIONAL FOUNDATION WALL
J AREAS EXCEED ONE SQUARE INCH. II
�t
(L MIN. 4" BETWEEN ED6E5 OF II. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED
-I/2 SQUARE BALUSTER TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS
STYLE TO SELECT) REACHED A COMPRESSIVE 5TRENOTH OF 500 P51.
SIMPSON H2.5A RAFTER
12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. L EDOER OONNEOTI ON DETAIL. 11SQUARE F0071' FORM FOOT I N05 - SF22
TIE (OR EQUAL) �
SCALE: I" = 1'-O" A-102.00 SCALE: 5/411
- 02.00
5/4"xb" P.T. DECK
BOARDS n
(2) I/2"4> HOT DIPPED 6ALV. / C EXISTING, 2 STORY
BOLTS ® EA. POST w/ OVERSIZED / FRAME HOUSE 4
P.T. D.J. AS = Z = WASHERS # END NUT PREBORED GARAGE 15 NOT PART
PER PLAN cV N INTO BEAM, POST, DECK TIE b / OF THIS FILING 7
i RIM BOARD ASSEMBELY / AG
L P.T. BEAM A5 NOTED
N - SOLID BLOCK ® 12" O.G.
(2) SIMPSON DJT14Z (1) 1/2"(P H.D. 6ALV. THRU
DECK JOIST TIE c BOLT w/ OVERSIZED WASHER - - o v
EA. P05T # END NUT I-REBOREP INTO // / / / / / / / / / U )
P057 b DECK JOIST TIE - - - - CL
"SIMPSON" ABA44 ELECT. 1 / AG O
® COLUMN BASE METER /
cV 4"x4" P.T. POST ° b_o
x _ IL
II GRADE - I NIL
I2"m 'SONOTUBE' FILLED p II p
SOLID w/ P. GONG. ° ,u 1 d� x
P.
(MIN. 4,000 PSI) o \ LINE OF OUT I D.J.16 OG.T
SHOWER ABOVE 2 I I (I I /
° o \ ► v v1 / /
A-102 /
o �R °- Q
A-102
COC4TIj/CF -1 NEW 2"XIO" P.T. E " " /
F R NEW 2 XIO P.T. ( /
O RID_ D.J. Ib" O.G. =ry X D.J. I6 O.G. /
lY �` I p 1 / AGGE55 HATCH NOTE:
EXTERIOR 5U5FENDED GONG. 57A I R DETAIL. � r+ 2� �� ACCOUNT FOR HE16HT /
N 0 I / AT PORTION OF BILGO
A-102.00 SCALE: 5/4" = I'-0" x IF
�`_ 1 / DOORS AT HOUSE
T
I� _ DBL. D.J.
/
EXTERIOR SHEATHING, AS Q a BILCO AGGE55 /
PER SECTION NOTES F I� HATCH ® DECK
/ EXISTING 2 STORY
EXISTING EXISTING 2 STORY
SIDING MATERIAL AS IY I- FRAME HOUSE 4
PER SECTION NOTES O p 1 BILGO DOORS GARAGE 15 NOT PART FRAME HOUSE d
�z .fl� GARAGE IS NOT PART
i r
BUILDING PAPER # HOUSE WRAP tV 0OF THI5 FILING OF THIS FILINGTO FULLY OVERLAP FLASHING fix -EXIST. STUD WALL N 6-6 N LINE OF
_ FOUNDATION
NEH/ P.T. (it- _ AEWP.L�
I "Z" FLASHING 5/4"xb" P.T. DEGKIN6 (L 2"x10'DROPPED FxIO'DROPPED GIRD
N.O.N. ON PLAN/ - I u - d Fz-
Q NEW 2 XIO P.T. / /
�D I� D.J. I6" O.G. I �, wl I 2
GAP FOR SEGTION/DETAILS) _ �a � - / �
DRAINAGE �W 2 XIO P.T. QQ o iV
o 0 b I►- A / / I 0
- - - - - - N __�- � D.J. 16" O.G� 'r�i � pp � V
1 ON y_•
N6 6 pT (2) NEW P.T.
_ "2S1q�S�LPp 2 NEW P.T. �i�
OFF - - - - 2"xl0"DROPPED I 0 0 / O O
GIRD IX EXISTING 4"x4" POST N / EFIRAME HOUSE 4Y X EXISTING 4 x4 POST
METAL OTT DECK TEN51ON 3 5 6ARA6E 15 NOT PART -
LU
JOISTS AS PER PLAN FASTENED w/(2) ZI, TIE BY 'SIMPSON' (OR A-102 .fl ,_NEW 2"X8" P.T1 1~fl / OF THI5 FILING N
7
5/5" 0 x 5" LONG HEAVY DUTY GAL. FLASHING EQUAL) m D.J. I6" O.G. H X / X p
lu
LRIM BD� WHENBOLTS a I®'FOUND TWALL�SILL i ASTI-N COUNTER p / W 0
w/(2) 5/8"O x 5" LONG APPROVED FLA5HIN6 P.T. DECK JOIST PROJECT
MASONRY ANCHORS 0 16" O.G. AS PER PLAN .
EXIST. FOUNDATION WALL
:;r - 4'-O" m EXISTING 6"x6" P05T5 m MADSEN
; Q NII
"..::` x EXIST. (5) P.T. 2"xlo" EXIST. (5) P.T. 2"xl0" m
2 L.EDOER OONNEOT I ON DETA(L. "' „ „ „ I DECK ADDITION
ADD (I) P.T. 2 XIO FOR A ADD (1) P.T. 2'XIO FOR A
A-IO2.00 2"xl0 �1 _ TOTAL OF (4) TOTAL OF (4) tU EXIST. 3) P.T. 2"xl0"_
" DROPPED 06
SCALE: 1" = 1'-O" Io n
EXISTING 6"xb" P05T5 x F x
SONOTUBE MUST BE N N 1425 MEADOW BEACH LANE
"x(o" P.T. F: 2 vERiFiEr,> TO BE AT '2 x
DECK4BOARDS P.T. DECK JOISTS AS - I PROVIDE FACE IL V EAST 10" DIAMETER 10- - w a MATTITUCK, NY 11952
N r Q MOUNTED JOIST O
OTED ON PLANS - _
= HANGER TO ATTACHED 0= o WITH 22"x22"x4" I m r m l
X FOOTING. IF NOT THE
5/4 x REQ D m O P05T EXISTING BEAM TO OUT EXISTING DECK JOISTS AT POOL
N CASE CONTACT N AND PROVIDE FLUSH MOUNT JOIST
I N 3 Q ARCHITECT. X X I DRAWING TITLE:
HE16HT P.T. RISER 2 Lu w HANGERS TO ATTACH TO LEDGER UJ
5/4"xb" P.T. - ° - - -- - - A-O2 21-5y2 FOUNDATION PLAN NOTES PROPOSED DECK FOUNDATION
2 NEW P.T. �' 2 NEW P T �' _ 2 NEW P.T. 2 NEW T � 2 NEW P.T. _(2 NE P.T.
DECK BOARDS ` - C} ;C 1-e• +- -�-L- LZ- L -� L �w
\ „ x10"DROPPED x10" DROPPED 2"xl0" DROPPED 2"xl0" DROPPED 2"XIO"DROPPED GIRD 2"xl0" DROPPED TYPICAL LEDGER BOARD ® EXT. DECK: DETAILS
2 x BLOCKING ® EA.
STRINGER To MATCH SIZE lO I. (1) 2 x P.T. BD. TO MATCH DEPTH OF JOISTS
OF P.T. DECK JOISTS 2. SECURED w/(2) 5/8" 0 x 5" LONG, H.D. GAL. LAG,
5'-5" 8'-II" 8'-II" I BOLTS ® 16" O.G. PROVIDE MASONRY ANGHOR5
FASTEN STRINGER TO 1 ' 0 WHERE REQ.
BLOCKING (MIN. 6 - F I d v PROVIDE FACE 5. INSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMPSON (OR
1" FASTENERS) �O ( p 0 MOUNTED JOIST I EQU PAGE:
IX HANGER TO ATTACH 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING d
Nosil Q = - Q EXISTING, BEAM TO 4 BENT OVER TOP EDGE OF LEDGER BD.
cryp4 = 5. SEE NOTED DETAIL _ ®�
LEDGER BOARD A-102
2"xl2" P.T. STRINGERS ® I6" c�V� � Q A-lot
4" THK. x b" WIDE x WIDTH - - O.G. (MIN. 3 STRINGERS ® x z FOUND d POSTS FOR HD. DECK:
OF STAIR P. GONG. PAD EA. STAIRWAY) DBL JOIST FLUSH FRAMED WITH I DB J JOIST FLUSH FRAMED WITH O NOTED DECK DETAIL;TYP.
I JOIST HANGER INTO LEDGER � JOIST HANGER INTO LEDGER ND. P.T. POST d P. GONG. PIER UPON FOOTING AS PER
PROPOSED I.&. POOL
2"xb" P.T. BLOCK IN BETWEEN _ I 15 NOT PART OF THIS
EA. STRINGER. FASTENED TO ' NOTE` A-lot FILING
DATE: 05/08/24 4 O F 6
P. GONG. PAD w/ I11/64" x in Q ALL DEGKIN6 SHALL BE FASTENED
w/COATED DEGKIN6 SCREWS BY
5-1/2" CONCRETE SCREWS BY ti` "DECK MATE" (OR EQUAL) 0. ( O
"GALIBURN" (OR EQUAL) - MIN. o 0-
(5) SCREWS PER BLOCK O" MIN. cr 3 C,Q 0= -irSOIL BEARING CAPACITY NOTE:
GRADE - GRADE N= I 3 Q Q N STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL
N = BEARING CAPACITY OF 1.0 TON5/5.F. - L"
I BEARING CAPACITY OF SOIL MUST BE VERIRIED B Y A
6EOTECHNICAL ENGINEER,OR BY A TEST HOLE IDENTIFYING
EXI5TIN& SOIL TYPES ON SITE: AND THEIR A550CIATED y r. ...
_ _ _ _
NEW P.T. 2"xl0" LEDGER IF REQUIRED - PRESUMPTIVE LOAD-SEARING VALUES.
EX7ER I Oil SUSFENDED GONG. DEO< DETAIL.A 12' 1_ II
a 44 6 ,-
--102.00 1 11 , ,I
SCALE: 3/4II = I -O 45-o
0 5 10 20
i�fi�Oi�OS D DEOiG FOUNDATION PLAN GRAPHIC SCALE 1/4"=1'-0" s
I
C�EN E R AL 5`*r M 5 0 L <E *�' :
a
EXISTING TO BE DEMOLISHED E PARTIAL HE 6 T
, , WOOD FRAME (L.G. 5TL. Q
EXISTING TO REMAIN WHEN APPLICABLE) � �
NEW HOOD FRAME (L.G. NEW FOUNDATION HALL J cu
5TL. WHEN APPLICABLE) y)
NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL // Q Lo
N
J HOOD FRAME (L.G. STL. ® P05T FOR 4" HALLS
WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL
O
F05T FOR 6" HALLS), U.O.N. } 0
NEW 2-HR FIRE RATED :N _
HOOD FRAME (L.G. 5TL. fV z O
HHEN APPLICABLE) co
c 2 X :3 N
0 O O 4-J 1
PLAN NOTE5 m
c ON O coLo
STAIR 4 RAILING NOTE:
Q r- a. O
O I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI 4 MIN. 10"
Tr - RISERS SHALL BE CLOSED
2. GREATEST R15ER HE16HT IN A FLIGHT OF STAIRS SHALL
NOT EXCEED THE SMALLEST BY MORE THAN j".
5. STAIRS SHALL HAVE THE FOLLOHIN6 CLEAR WIDTHS: W
5.1. BETI^JEEN CLEAR HEIGHT 4 HANDRAILS: 56" MIN.
5.2. BELCH HANDRAIL,RAIL ON ONE 51DE: 51.5" MIN.
5.5. BELOW HANDRAIL,RAILS ON BOTH 51DE5: 27" MIN.
4. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN
ONE 51DE OF EACH FLIGHT OF STAIRS CONTAINN6 FOUR
OR MORE R15ERS,AND INHERE 5HOHN ON PLANS. 1 ,
5. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED T
HALKIN6 SURFACES LOCATED MORE THAN 50" ABOVE
FINISHED FLOOR OR GRADE, 4 HHERE SHOWN ON PLANS. v
6. 45" HIGH GUARDRAIL TO COMPLY HITH POOL
ENCLOSURE REQUIREMENTS PER NY5 BUILDING GODS EXI5TIN6 2 STORY
6RIPPABLE RAIL AS PER CODE R526.4.2. FRAME HOUSE 4
-I. RAILING TO BE HOOD H/STEEL GABLES. HOME OHNER TO 6ARA6E 15 NOT PART I 4-1 W
m
VERIFY FINAL COLOR 4 MATERIAL SELECTION BEFORE OF THI5 FILING
INSTALLATIONlu
C
�Z •
LU
.� +
o U
�I AG
ELECT. A-1o3 RELOCATEDI EXISTING RAIN
4'x3'-6" r n
METER HATER LEADER V J
OUT AT THI5 AREA
SHOVER
0
N;
Q
JAMES HARDIE I"X4': 4"x4" P.T. POST
CEMENT TRIM (COLOR POOL
TO BE SELECTED) ENCLOSURE
ACCESS HATCH NOTE:
"SIMPSON" ABA44 =1 ACCOUNT FOR HE16HT
® COLUMN BASE 4 AT PORTION OF BILGO
N PROPOSED DOORS AT HOUSE
i
ACCESS DOOR
AT DECKING _ _ EXISTING 2 STORY
— FRAME HOUSE 4 EXISTING 2 STORY
GARAGE IS NOT PART7 FRAME HOUSE 4
I� OF THIS FILING 6ARAOE IS NOT PART
� OF THI5 FILING
TRIPLE DECK J015T � I _ _ _ _
7
LOCATED UNDER =_
SHOWER P05T
DECK FRAMING AS LINE OF EXIST. BILCH
PER DETAIL DOORS BELOW
MITER DECKING EXISTING RAIN
HATER LEADER
AT THIS AREA EXI5TIN6 2 STORY
FRAME HOUSE 4
6ARA6E 15 NOT PART Z
GRADE POOL ENCLOSURE NOTE: OF THIS FILING 7 I W
II - ALL EXTERIOR DOORS AT EXISTING 2
0 o D1^1ELLIN65 HITHIN BOUNDARIES OF 2
II PERIMETER FENCING TO HAVE ALARMS POOL O
U (5 RI M X. 8.25" NEW DN - ALL PERIMETER FENCE OATE5 TO BE ENCLOSURE V
Q (3 Tr M N. 10' SELF-CLOSING AND LOCKING.
o o d -ALL WINDOWS THAT OPEN INTO POOL cV
;t AREA TO HAVE WINDOW LOCKS THAT —
p I PONT ALLOW THE HINDOW5 TO OPEN
MORE THAN 4".
r 5'H x .4 SELF CLOSING 4
LATCHING GATE Q
o Q
o p
0
PROJECT:
OUT SHCHER DETAIL.
�,_°„ � MADSEN
A-103.00 50ALE: 5/4" = I'-O"
MODIFIED DECK DECK ADDITION
I
I
POOL Q 1425 MEADOW BEACH LANE
POOL LINE OF E\rVECK<, ENCLOSURE
=ry
ENCLOSURE m MATTITUCK, NY 11952
i
1' COPING
DAMES HARDIE 1"x4" v, DRAWING TITLE:
4"x4" P.T. POST CEMENT TRIM (COLOR --
TO BE SELECTED) PROPOSED DECK PLAN
51MPSON DTT2Z
TIE (OR EQUAL) DETAILS
ul
5/4"x6" P.T. DECK
BOARDS V AY 2 4 m24
C PROPOSED 12' x 5a'
P.T. D.J. AS OJL 15 NOT PART OF7
A-103m00
PER PLAN THI5 FILING
2 OUT SHONER DETAIL DATE: 05/08/24 5 OF 6
A-103.00 50ALE: 514" = P-O" -
'14'-10"
s
0 5 10 20
E
PROPOSED PEO< PLAN GRAPHIC SCALE 1,/4"-f-O"
5GALE: 1/4" = I'-O"
1
ELEVATION NOTES
ONEW LATTICE
A5 PER LATTICE DETAIL a
a
O NEW ACCE55 PANEL ON HINGES IN LATTICE Lu
W
W cu
J cy)
O NEW WOOD FRAME STAIR
C 0�
O = O
RELOCATED >: (fl
OUT SHOWER i 11—
f 3'W x 4'H SELF GL051NG d a Z
i
i I I I LI LATCHING (SATE 4'H. POOL .cu ,
EXISTING 2 STORY ENCLOSURE c 2: '
FRAME HOUSE PER R526.4.2 0 O O 4-
(SARAOE 15 NOT PART „ NYS RESIDENTIAL GORE -c O m ;�
OF THI5 FILING O N O ccLn
u a � a � 0
I
I
II
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W
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i
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i'.
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i
r
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2
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z
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L -1
L 1 1 1 _ -
Z --}-j m
� � L -1 1 1 �- - - -I- - - X
� � L J L J 1 1 m +
LINE OF SWIMMING POOL L J
U �
SOUTH ELEVATION (RICNT SCE) �- 0)
50ALE: 1/4" = 1'-O" n�1
W
CEXISTING 2 STORY EN POOL
FRAME HOUSE d ENCLOSURE
PER R326.4.2
GARAGE IS NOT PART7
NYS RESIDENTIAL GORE
OF THIS FILING
4'H. POOL
ENCLOSURE
RELOCATED
OUT 5HOWER
1
i
I
i
y.
/I J
:j
yY.
i
r
Y.
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%Y
/ l
y:
y
y.
y>:
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i�
'i y,
Y
L � 1
J LINE OF SWIMMING POOL L J U
EAST ELEVATION (REAR)
W
50ALE: 1/4" = 1'-O" o
PROJECT:
MADSEN
DECK ADDITION
4'H. POOL 1425 MEADOW BEACH LANE
ENCLOSURE
PER R526.4.2 EXISTING 2 STORY MATTITUCK NY 11952
NY5 RESIDENTIAL CODE
FRAME HOUSE 4 �
GARAGE 15 NOT PART
FIRST FLOOR_
OF TH15 FILING DRAWING TITLE:
ELEV. +I5.5'
,I
PROPOSED EXTERIOR ELEVATIONS
�I
DECK POOL ----------- — — — — — — — — — — — — — — — — — — — —
APPROX. GRADE
.yy
® R REA DECK
ELEV. 8.0
PAGE:
,
------
— I I � I I 11 1 1
I A-201m00
I- - - - - -1-1-
m L J L I DATE: 05/08/24 6 OF 6
LINE OF 5WIMMING POOL
APPROXIMATE GROUNDWATER
ELEV. +2.0' ---------------- — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - -
NORTH ELEVATION (LEFT S 1 DE) �-
5GALE: 1/4" = 1'-0" +4
�t