HomeMy WebLinkAbout40721-Z -rz=rRz-
��p�guFfOtK�oG� Town of Southold 7/12/2018
P.O.Bog 1179
53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 39770 Date: 7/12/2018
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 1620 Koke Dr, Southold
SCTM#: 473889 Sec/Block/Lot: 87.-5-19.3
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
3/15/2016 pursuant to which Building Permit No. 40721 dated 5/25/2016
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
SCREENED PORCH ADDITION AND OUTDOOR SHOWER TO AN EXISTING ONE FAMILY DWELLING,
PER HPC APPROVAL,AS APPLIED FOR
The certificate is issued to Jessica Bermingham&Thomas Beug
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 40721 11-17-2016
PLUMBERS CERTIFICATION DATED
Au o ' e Signature
TOWN OF SOUTHOLD
c�ay BUILDING DEPARTMENT
y' s TOWN CLERK'S OFFICE
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#: 40721 Date: 5/25/2016
Permission is hereby granted to:
Springsteel B H Living Trust
1620 Koke Dr
Southold, NY 11971
To: construct additions and alterations to an existing_ single family dwelling as applied for
per HPC approval.
At premises located at:
1620 Koke Dr, Southold
SCTM # 473889
Sec/Block/Lot# 87.-5-19.3
Pursuant to application dated 3/15/2016 and approved by the Building Inspector.
To expire on 11/24/2017.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $332.00
CO -ADDITION TO DWELLING $50.00
Total: $382.00
Building In
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
I. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6 Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses:
I Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2 A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
I. Certificate of Occupancy-New dwelling$50.00, Additions to dwelling$50.00, Alterations to dwelling$50.00,
Swimming pool $50.00, Accessory building$50.00,Additions to accessory building $50.00, Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3 Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00
Date. _� 2�
New Construction: Old or Pre-existing Building: (check one)
Location of Property: Z/a 2_6 a /kl:��
House No. Street Hamlet
Owner or Owners of Property: `
Suffolk County Tax Map No 1000,Section_ Block �✓ Lot �� 3
Subdivision �/ Filed Map. Lot:
Permit No. Date of Permit. Applicant. e'
Health Dept. Approval: Underwriters Approval. `
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted:
scant i ur
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Town Hall Annex Telephone(631)765-1802
54375 Main Road CO- � Fax(631)765-9502
P.O.Box 1179 ® �� roper.riche rtCaD-town.southoId.ny.us
Southold,NY 11971-0959
®I C®UNTY,��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Bermingham
Address: 1620 Koke Drive City: Southold St: New York Zip: 11971
Budding Permit#: 40721 Section: 87 Block: 5 Lot: 19.3
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Custom Lighting of Suffolk License No: 38893-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 1 Ceding Fixtures 1 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 5 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 8 Twist Lock Exit Fixtures TVSS
Other Equipment- "Porch" - 1- Paddle Fan
Notes:
Inspector Signature: Date: November 17, 2016
0-Cert Electrical Compliance Form.xls
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TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR
pE SOGIy�
cou
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION -
[ ] FOUNDATION 1ST [ ] ROUGH PLRG.
[ ] FOUNDATION 2ND [ ] I LATION
[ ] FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: 0 k (r"L m^w 4o Ww,,_
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DATE to � INSPECTOR
pF SOUlyolo
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL)
REMARKS:
f
DATE INSPECTORW1 -
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courm,�'�'
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULA
ON
[ ] FRAMING / STRAPPING [ FINAL -{J t
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
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DATE INSPECTOR `
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# TOWN OF SOUTHOLD BUILDING DEPT.
`ycou765-1802
I.NSPECTION
[ ] FOUNDATION 1,ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE INSPECTOR
James Garretson,Chairperson �,vdfl`0�,{- Town Hall Annex
Anne Surchin, Vice Chair ��� GGy 54375 Route 25
Donald Feiler PO Box 1179
James Grathwohl Southold,NY 11971
Robert Harper • Fax(631)765-9502
Gary Parker y'��l ��0�` Telephone: (631)765-1802
Edward Webb www.southoldtownny.gov
Damon Rallis,Administrative Assistant
Town of Southold
Historic Preservation Commission
RESOLUTION#5.17.16.1
May 17,2016
Certificate of Appropriateness
RE: 1620 Koke Drive, Southold, SCTM# 1000-87.-5-19.3
Owner: Thomas Beug
RESOLUTION:
WHEREAS, 1620 Koke Drive, Southold,NY is on the Town of Southold,New York State
and National Registers of Historic Places, and
WHEREAS, as set forth in Section 56-7 (b) of the Town Law(Landmarks Preservation Code)
of the Town of Southold, all proposals for material change/alteration must be
reviewed and granted a Certificate of Appropriateness by the Southold Town
Landmarks Preservation Commission prior to the issuance of a Building Permit,
and
WHEREAS, an application was submitted to construct an+/-325 square foot addition on the
East side of the house, extending the width of the existing fagade(on Main
Bayview)by 15 feet, stepped back approximately 6.5 feet from the existing
fagade,and
WHEREAS, the applicant's representatives presented this proposal to the commissioners at a
pre-submission conference on April 19,2016 and commissioners made specific
recommendations regarding the project, and
WHEREAS, a public hearing for the purpose of considering approval of the proposal was held
on May 17, 2016, and
WHEREAS, the applicant presented updated plans reflecting the suggested changes made by
commission during the pre-submission conference.
t✓
NOW THEREFORE BE IT RESOLVED,that the Southold Town Historic Preservation
Commission determines that the proposal as outlined in plans dated April 26,2016 by Robert
Brown, architect, subject to the conditions above, meet the criteria for approval under Section
170-8 (A)of the Southold Town Code and,
BE IT FURTHER RESOLVED,that the Commission approves the request for a Certificate of
Appropriateness.
MOVER: Commissioner James Grathwohl
SECONDER: Commissioner Edward Webb
AYES: Unanimous
RESULT: Passed
Please note that any deviation from the approved plans referenced above may require further
review fro nm*
Signed:
Damon Peter Rallis,Administrative Assistant to the Southold Town Historic Preservation
Commission
Date:
Og�FF�(�-�o��
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James Garretson,Chairperson Town Hall Annex
Anne Surchin,Vice Chair 54375 Route 25
Donald Feiler PO Box 1179
James Grathwohl Southold,NY 11971
Robert Harper Fax(631)765-9502
Gary Parker Telephone: (631)765-1802
Edward Webb www.southoldtownny.gov
Damon Rallis,Administrative Assistant
CERTIFICATE OF COMPLETION
July 11, 2018
Thomas Beug
1620 Koke Drive,
Southold,NY 11971
This letter is to certify that you have completed your project to the satisfaction of the
Southold Town Landmarks Preservation Commission in accordance with your Certificate
of Appropriateness, issued on May 17, 2016.
Should you have any uestions, feel free to contact me at the number above.
Since
Damon Pete alli
n Coo ator
Southold To andmarks Preservation Commission
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 /� / Survey
SoutholdTown.NorthFork.net PERMIT NO. ! �'/ Check
Septic Form
N.Y.S.D.E.C.
�/ Trustees
C.O.Application
Flood Permit
Examined Single&Separate
Storm-Water Assessment Form
—� Contact:
J
Approved ,20 Mail to:
Disapproved a/c Q1
v Phone: (, �i, -y
Expiration
B i Inspector -
DAPPLICATION 15 201FOR BUILDING PERMIT
Date � �. , 2010
D,nDV1GDVr0 INSTRUCTIONS
p of s®�®>)
a. is application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Si afar p is nt or nam ,if a c rporation)
01 00�11
(Mailing ddress of a plicant)
State whether applicant is owner, les �, age architec engineer, general contractor, electrician, plumber or builder
Name of owner of premises
(As on the4hx roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
House Number Street "``.'Hamlet
L
County Tax Map No. 1000 Section Block", �' 0t / 3
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intend d use and occupancy of proposed construction:
a. Existing use and occupancy
b. Intended use and occupancy -
3. Nature of work(check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work
4. Estimated Cost "D . Fee (Description)
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of'use.
7. Dimensions of existing structures, if any: Front Rear —'3 Depth -5 7 r'
Height 2- 6' Number of Stories 2
Dime i s� i
AB[ature with alterations oradditions: 3�.
Front Rear
De t � 5
p Height 26 Number of St rAri�2 � . A I
MW eau
8. Dimensions of entire new construction: Front is Rear ►S� Depth 22-
Height 12' Number of Stories . a n
me I-rag
9. Size of lot: Front !o3 Rear 103 Depth 2�u
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated —
12. Does proposed construction violate
\any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO
14. Names of Owner of premise C hR� olAddress`Brzo n nn Phone No. '347—
Name of Architect ( AddressZt hone No ly;;I- � - 7✓
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO-\,.,_
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey,to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF 5UQte,)
�Z Zn ell being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is theAawb 1;v- � I &2g2 ,C
(Contractor, Agent, Corporati 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 knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
day of a lt6 2d CONNIE D.BUNCH
�1 Notary Publio,State of New YOfk
ub�r� ��� No.01 BU5185050
in•"""--'in Suffolk
Notary Public Commission Expires Apri(jr:�o a e o cant
Scott A. Russell s°S� �� STOW�MAWA\T]EIK
SUPERVISOR A\11A,NAk G 1EAMI 1ENT
SOUTHOLD TOWN HALL-P.O.Box 1179 U'
53095 Main Road-SOLTTHOLD,NEW YORK 11971
Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOS THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
LOWING:
Yes No CHECK ALL THAT APPLY! E
❑ A. Clearing, grubbing, grading or stripping of land which affects more I
than 5,000 square feet of ground surface.
❑ B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑ C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑t] E. Site preparation within the one-hundred-year f loodplain as depicted
on FIRM Map of any watercourse.
❑b F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
E
Control Plan was received by the Town and the proposal includes
1
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
APPLICANT (Property O%N nei,Design Professi nal.Agent,C ntractor,Other) S.C.T.M. 1000 Date
Diatnct
NAME IC�i J � Cwt7/LJ1U/ �� � V 1 ! /✓
Section Block Lot
_— - -- --- ..__---------- ---------- E
* **FOR BUILDING DEPARTMENT USE ONLY ** *
Contact Infoimahon
t`+skplwrc 4um6er,
Reviewed By:
Date: „
Property Address /Location of Construction Work
Approved for processing Building Permit.
Stoi mwater Management Conti of Plan Not Requii ed
E
Stormwater Management Control Plan is Requtied.
(Forward to Engineei ing Department for Review
.
FORM # SMCP-TOS MAY 2014
Atf SO
Town M Annex Telephonc{6&f765-182
54375 Maia Road 41 cC (6310 O V
P.O.Box 1179 rogerAchert
Southold,NY 11971-W59 D
rill 0 CT 2 8 2016
BUIMING DEPAIUMFINT
TOWN OF SOUTHOLD BUILDINGDEPT.
APPLICATION FOR ELECTRICAL INSPECTION TOWN OF SOIUTHOLD
FREQUESTED BY: n-v--C2 Date: (0,JaF51 Ito
r
company Name:
Nn
ame:
License No.:
30
Address: "1 49 4 (Qqlcl- I
,Phone No. � ,rPQ 220z IL2P&-.
JOBSITE INFORMATION: (*Indicates required m a t i o n)
*Name:
*Address- UV lllq`fl
*Cross Street:
*Phone No.:
Permit No.:
Tax Map District: , 1000 Section- Block: Lot:
*BRIEF DESCRIPTION OF WORK(Please Print Clearly) 114)*)13:8 CL
�Ror-eb
(Please Circle All That Apply)
*Is job ready for inspection: (=YES�)NO Rough In
*Do you need a Temp Certificate: YES/ NO
Temp InforTnation (if needed)
*Service Size* I Phase 3Phase 100 150 200 300 350 400, Other
*Ne,jv Service: Re-connect Underground Number of Deters Change of Service Overhead
Additional Infibrination: PAYMENT DUE WITH APPLICATION
82-Request for Inspection Form
AC a��'
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: March 23, 2016
TO: Robert Brown, AIA (Springsteel/Beug)
205 Bay Ave.
Greenport,NY 11944
Please take notice that your application dated March 15, 2016:
For permit to construct a screened front porch addition to the existing single-family
dwelling:
Location of property: 1620 Koke Drive, Southold,NY
County Tax Map No. 1000 - Section 87 Block 5 Lot 19.3
Is returned herewith and disapproved on the following grounds:
The proposed construction is not permitted without review and approval by the Southold
Town Landmarks Preservation Commission, because the property is listed on either the
Southold Town,New York State and/or the National Registers of Historic places and
requires review by the Southold Town Landmarks Preservation Commission.
If the requirements of the town code, pertaining to Landmarks (Local Law No.22) are
met, a Certificate of Appropriateness (C of A) will be issued. The C of A is required
before a Building Permit will be approved. Information about the requirements for
applying for a C of A is available at the information counter in the Building Department.
fill
Author ignature
Note to Applicant: Any change or deviation to the above referenced application may
require further review by the Southold Town Building Department.
CC: file,Landmark
Karen Szczotka
To: Rallis, Damon
Subject: RE: Beug
Awesome. 'Thank you.
From: Rallis, Damon [mailto:Damon.Rallis@town.southold.ny.us]
Sent:Wednesday, May 18, 2016 2:39 PM
To: Karen Szczotka <Karen@ribrownarchitect.com>
Subject: RE: Beug \
Hi Karen—I'll need four sets of pla\nss (we do have one set but that stays in the HPC folder.
Stormwter for
CO app.
Please bring them in to my attention.
Thanks
From: Karen Szczotka [ma iIto:Karen Caribrownarchitect.com]
Sent: Wednesday, May 18, 2016 2:21 PM
To: Rallis, Damon
Subject: Beug
Hi Damon,
I just wanted to follow up with you regarding Beug/Bermingham HPC and what the next steps are...
Thanks.
1
D McmGv[R
ROBERT I. FROWN ARCHITECT t. .
DD
205 BAY AVENUE GREENPORT, NY 11944 MAY 2 3 2016
'631-477-9752 FAX 631-477-0973
info ribrownarchitect.com BUILDING DEPT.
TOWN OF SOUTHOLD
Transmittal
Date:
Re:
I
01
Thank you,
RIBPC
S.C.T.M. NO. DISTRICT: 1000 SECTION: 87 BLOCK: 5 LOT(S):19.3
U.P.
MAIN BAYVIEW ROAD
EDGE OF PAVErEMT
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THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS
AND OR DATA, OBTAINED FROM OTHERS
AREA: 24,720 S.F. OR 0.57 ACRES ELEVATION DATUM:
UNAUTHORIZED ALTERA77ON OR ADDITION 70, THIS SURVEY 1S A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777U170N, GUARANTEES ARE NOT TRANSFERABLE.
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 7HEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS
AND/OR SUBSURFACE S7RU&WRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHY5ICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY
SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: JESSICA BERMINGHAM;
MAP-OF: THOMAS BEUG'
FILED: FIDELITY NATIONAL TITLE INSURANCE
SITUATED AT: BAYVIEW GUARANTEED RATE, 'INC.;
TOWN OF: SOUTHOLD KENNETH N WOYCHUK LANA SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design
P.O. Boz 153 Aquebogue, New York 11931
FILE 015-212 SCALE: 1 "=3O' DATE: DEC, 03, 2015 PHONE (831)298-1588 FAX (631) 298-1588
N.Y.$, LISL N0. 050882 malnwntnj the records of Robert J. He=c=Y & Keme% M. Aoychuk
f
ISSUES/ REVISIONS
RESIDENTIAL GENERAL !NOTES
M15C. GENERAL NOTES
1. THIS PROJECT 15 CONSTRUCTION OF A SEIA50NAL USE ADDITION TO AN EXISTING SINGLE FAMILY CLIMATIC AND GEOGRAPHIC CRITERIA
RESIDENCE, CLASSIFIED AS R-3.
2.THE HEIGHT OF THE EXISTING BUILDING 15 28'-8'. THE HEIGHT OF THE ADDITION 15 12-4". GROUND SNOW LOAD 20 PSF (PER FIG. R301.2 (5) RCNYS)
3. THE TYPE OF CONSTRUCTION IS TYPE V(B). WIND SPEED 120 MPH (PER FIG. R301.2 (4) RCNYS)
4. ALL WORK SHALL CONFORM TO THE REQUIIREMENT5 OF THE 201 O RESIDENTIAL CODE OF N.Y.S. AND SEISMIC DE51GN CATAGOKY B (PER SECT. 8301.2(2) RCNY5)
THE AF* PA WWOD FRAME CONSTRUCTION MANUAL 1995 513C HIGH WIND EDITION. WINTER DESIGN TEMP I I of (PER TABLE N 1 101.2)
5. DESIGN LOAD CALCULATION ARE BASED ON: FLOOD ZONE X (PER FEMA MAP)
FR05T LINE DEPTH 36'
LIVE LOAD: AS PER TABLE 8301.4, RESIDENTIAL CODE OF NEW YORK STATE. WEATHERING PROBABILITY SEVERE (PER FIG. R301.2(3)RCNYS)
DEAD LOAD: CALCULATED AS PER 8301.3 AS PER RCNYS. DE51GN LOAD CALCULATIONS (UNIFORM LIVE LOADS)
MAIN BAYV I EW ROAD SNOW LOAD: 20 P51 GROUND SNOW LOAD (AS PER FIG. 8301.2(5) RCNY5. ROOMS OTHER THAN SLEEPING 40 PSI (PER TABLE 301.5 RCNYS)
WIND EXPOSURE CATEGOKY'C", FOR 120 MPH 3 SECOND GUST. SLEEPING ROOMS 30 PSI (PER TABLE 301.5 RCNYS)
ATTICS WITH LIMITED STORAGE 20 PSI (PER TABLE 301.5 RCNYS)
EDGE OF PAVEMENT LOCATION LIVE DEAD DELECT LIMIT ATTICS WITHOUT STORAGE 10 PSI
1 ST.FL. 40 LB. 12 U360 STAIRS 40 PSI (PER TABLE 301.5 RCNYS)
ROOF 20 LB. 15 11360
G. THE ARCHITECT A55UME5 NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS,
5 G4003'1 0" E TECHNIQUES, SEQUENCES, OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN
103.01 CONNECTION WITH THE WORK.
FT_ THERE ARE NO WARRANTIES, NOR ANY MERCHANTIBILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED
OR IMPLIED IN THE USE OF THESE PLANS.
7. CONTRACTOR TO VERIFY ALL DIMEN51ON5 BEFORE STARTING CONSTRUCTION. DO NOT SCALE
DRAWINGS. FOLLOW DIMENSIONS ONLY.
8. CONTRACTOR(5) SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN, LISTED, OR NAILING 5CH EDULE
DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS, CONDITIONS, OR EXCEPTIONS AS (PER AF 4 PA AMERICAN WOOD COUNCIL WFCM FOR
NOTED. CONTRACTOR SHALL FURNISH ALL LABOR, SCAFFOLDING, AND TOOLS NECESSARY TO ONE AND TWO FAMILY DWELLINGS 1995 SBC HIGH WIND EDITION)
COMPLETE THE WORK. JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING
9. ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS
AND SPECIFICATIONS. ROOF FRAMING
10. CONTRACTOR SHALL OBTAIN ALL REQUIUD INSPECTIONS, APPROVALS AND CERTIFICATE OF RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER
Fz EXISTING COVERED OCCUPANCY. CEILING JOIST TO TOP PLATE(TOE-NAILED) 3 PER JOIST
PORGN 47-I
Q �,,,yy�yx���� y�y� CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP
0 2I.T 4 Ift `�.'t DEMOLITION CEILING J015T LAPS OVER PARTITION ((FACE-NAILED EACH LAP
VY
�'�_ 1. CONTRACTOR SHALL DEMOLISH AS NECE55ARY, AND REMOVE DEBRIS. RIDGE STRAP(EACH END) 2 PER TIE
BA5ED ON SURVEY BY !i;; ,- j 2. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OR BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END
KENNETH M. WOYCHUK " " RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END
P,►ZOPOSE _ INSTALLATION OF NEW WORK.
DATED DEC. 13, 20 15 0 ��CREENI= 3. ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CLOSELY AS POSSIBLE UNLESS WALL FRAMING
_ mOTHERWISE NOTED. TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT
5CTM No. 1000-87-5-19.3 I 14.0 % C 4. EXISTING STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED AS NECESSARY DURING TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-1 Gd J015T EA.51DE
AREA: 24,720 5F/0.57A. EXI5TING 2 // DEMOLITION AND CONSTRUCTION. STUD TO STUD (FACE-NAILED) 2-16d 24'O.C.
,;�/'
ZONE: R-40 N STORY ��-�•.� - 5. CONTRACTOR SHALL PROTECT EXISTING,SERVICES TO REMAIN AND SHAM NOTIFY ALL UTILITIES AND HEADER TO HEADER(FACE-NAILED) 16d 16 O.C.ALONG EDGES
RESIDENCE 4.q TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP, REMOVAL,OR CAPPING OF EQUIPMENT TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd,3-1 Gd,4-16d PER 2x4, 2x6, 2x8 RESPECTIVELY
14.0 AS NECESSARY. BOTTOM PLATE TO FLOOR JOIST, BAND JOIST,
a m END JOIST OR BLOCKING(FACE-NAILED) 2-1 Gd PER FOOT
N
LOT COVERAGE: - 0
4GENERAL CONSTRUCTION FLOOR FRAMING
EXISTING 5TRUCTURE5: 1 ,G98.8 5F .q
NEW 6' DIA x 3'-G" D I. PROVIDE ALL LABOR, MATERIALS,TRANSPORTATION, EQUIPMENT AND SERVICES NECESSARY TO JOIST TO SILL,TOP PLATE TO GIRDER(TOE-NAILED)4-8d PER JOIST
PROPOSED PORCH: 330.0 5F N 83 DKYWELL COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN, OR BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END
TOTAL: 2,028.8 5F IO REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END APR 2G, 2016
2,028.8/ 24,720 = 8.2%D 2. FASCIAS, SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-16d EACH BLOCK
3. INTERIOR TRIM SHALL BE AS SHOWN ON PIANS. FEB ...201 6
LEDGE STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIST
EXISTING WOOD 4. FRAMING ELEMENTS: J015T ON LEDGE TO BEAM (FOE-NAILED) 3-8d PER J015T
LLJ A. ALL FRAMING LUMBER SHALL BE DRESSED GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL
DRAINAGE: \ � GRADE N0.2 OR BETTER. BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-1 6d PER FOOT THESE PLANS ARE
330 5F x 0. 17 =56. I CF REQD w O - B. ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED, CUT E INSTRUMENT H SERVICE
/
AND DRILLED IN ACCORDANCE WITH MANUFAkCTURERS REQUIREMENTS AND SPECIFICATIONS. AND ARE THE PROPERTY PK THE ARCHITECT.
PROVIDE (1) G'DIA x 3'-G" D DRYWELL R/ 0 - Ln O ROOF SHEATHING IIJFRINGEMENTS WILL BE PROSECUTED
Q Ln O STONE DRIVEWAY C. ALL SHEATHING TO BE APA RATED, EXPOSURE 1,THICKNESS AS INDICATED.
(78.2 CF CAPACITY) O O 5TRUCURAL PANELS 8d (FABLE 3.8)
C) o D. ALL SUB FLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4"MIN.THICKNES. DIAGONAL BOARD SHEATHING 2014 ALL RIGHTS RESERVED
W o `t Ln N E. ALL HEADERS G'-O" AND OVER SHALL.BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0"AND OVER N I'x6'OR I'x8" 2-Sd PER SUPPORT
WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL IBE A MIN. OF(2)2"x8"OR AS SHOWN ON DRAWING.
N F. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.5. CODE I"x 10,OR WIDER 3-8d PER SUPPORT
O r__�z
OR AS NOTED @ 8'-0'O.C. MIN.. PROVIDE 2!'SPACE FOR AIR CIRCULATION IN ROOF. CEILING 5H EATH I NG
G. PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS (STAIRS, ETC.)OR AS NOTED ON DRAWINGS. GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10" FIELD
�L H. PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON
DRAWING. WALL SHEATHING Robert I Brown
I. All FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL 5TRUCURAL PANEL SD (TABLE 3.9)
CONNECTORS BY"51MP5ON'OR APPROVED EQUAL. FIBERBOARD PANELS
J. NAILING SCHEDULE SHALL BE AS PER:N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2"x6"STUDS 7/1 G" GD 3"EDGE/G" FIELD Architect, P.C.
SHALL RECEIVE 5 1 Od NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. SEE 25/32' 8D 3"EDGE/G" FIELD
ATTACHED NAILING SCHEDULE. GYPSUM WALLBOARD 5d coolers 7"EDGE/ 1 O" FIELD 205 Bay Ave. Greenport NY
K. PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4 O.C. EXTERIOR EDGES AND 6d NAILS @ 12.
O.C. INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. HARDBOARD 8d (TABLE 3.9) }
EXISTING L. ALL INTERIOR AND EXTERIOR FIN15HE:S TO BE SELECTED BY OWNER. PARTICALBOARD PANELS 8d (TABLE 3.9) G31 -477-9752
GAPAGE M. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE DIAGONAL BOARD SHEATHING
I a'_8 erg• ....,..-
TYPE CONNECTORS 13Y'51MP50N' OR APPROVED EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE I'x6'OR I'x8' 2-8d PER SUPPORT
HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. I'x 10"OR WIDER 3-8d PER SUPPORT
5. ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS, WITH ARGON GAS, IMPACT RESISTANT AS FLOOR SHEATHING
REQUIRED. IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
0
G. LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. 5TRUCURAL PANELS UNLESS ACTING UNDER THE DIRECTION OF A
7. CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH AN51/AF A PA WCFM-1995.(5EE NAILING I'OR LESS Sd 6"EDGE/ 12'FIELD LICENSED ARCHITECT, TO ALTER ANY ITEM ON
W SCHEDULE) GREATER THAN I" THIS DRAWING IN ANY WAY. ANY AUTHORIZED
DIAGONAL BOARD SHEATHING I Od 6"EDGE/6" FIELD ALTERATION MUST BE NOTED, SEALED, AND
8. FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED
MEMBRANE. I'X6"OR I"x8' 2-8d PER SUPPORT DESCRIBED IN ACCORDANCE WITH THE LAW.
9. FLASHING AT ROOF CONNECTIONS, VALLEYS, CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. I"x 10"OR WIDER 3-8d PER SUPPORT
10. STEP FLASHING SHALL BE USED AT ALL INITER5ECTION5 OF SLOPED AND VERTICAL SURFACES, EXCEPT
STEP FLASHING AND COUNTER-AND CAP- FLASHING SHAM BE USED AT INTERSECTION OF ROOF AND
CHIMNEY, AND ROOF AND WALLS. �(t j C✓y,.
FINISHES
1. EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MOORE OR APPROVED `,, .✓ ,'
EQUAL, APPLIED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND
RECOMMENDATIONS. COLOR TO BE SELECTED.
3. EXISTING INTERIOR WALLS AND CEILINGS INJ ROOMS AFFECTED BY THE WORK
SHALL BE CLEANED AND REPAINTED. NEW WALLS AND CEILINGS SHALL BE SEALED
AND PAINTED. PAINTING SHALL BE TWO (2)COATS BENJAMIN MOORE AQUA PEARL
LATEX PAINTED, COLOR TO BE SELECTED .
4. INTERIOR TRIM SHALL BE SANDED SMOOTH, PRIMED,AND FINISHED WITH TWO(2)
COATS BENJAMIN MOORE LATEX ACRYLIC SEN I-GLOSS PAINT.
CLIENT/OWNER
ELECTRICAL
N 64°O3'I O" W
1. FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANT,TOOLS,AND SERVICES THOMAS BEUG
NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW
103.0' ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING, BUT NOT LIMITED TO:
S T E PLAN CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,WIRING, LIGHTING, J ESS BERM I NGHAM
SERVICES, FEEDERS, DISTRIBUTION AND PROTECTION EQUIPMENT, CONNECTIONS TO
APPLIANCES, GROUNDING, AND ALL INCLUDING ALL CONNECTIONS AND DEVICES
SCALE: 1" = 20' WITHIN THE SCOPE OF THE WORK AS SHOWN!ON THE APPLICABLE DRAWINGS AND
AND 5PCIFICATION5 AND AS NORMALLY SPECIFIED IN THI5 TYPE OF PROJECT AND
INCLUDING CONNECTIONS TO PREVIOUSLY INI5TALLED TRANSFORMERS AND
ELECTRICAL DISTRIBUTION SYSTEMS. PROJECT TITLE
is 2. ALL WORK SHALL CONFORM TO THE REQUIIREMENT5 OF THE 201 O ELECTRICAL
CODE 984
(NEEC),Of NEW YORK LOCALUTILITY SSTANDARDS OCTATE,THE OCUPATFIONALLNAL ISAFETY AND CAL CODE, FHEALTPA H CAT I(O HA), NEW SCREENED PORCH
THE NATIONAL ELECTRICAL MANUFACTURERS"ASSOCIATION (NEMA)AND AN OTHER 1620 KOKE DRIVE
APPLICABLE CODES. IN THE EVENT OF CONFILICT,THE MORE STRINGENT
REQUIREMENTS WILL APPLY. 5OUTHOLD, NY
3. ALL PRODUCTS USED FOR ELECTRICAL WO>RK SHALL BEAR THE UNDERWRITERS
LABORATORIES, INC. LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY
WILL BE INSTALLED. DRAWING TITLE
4. ALL WORK ON THE ELECTRICAL SYSTEM 5HJALL BE PERFORMED BY OR UNDER THE
SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN. AS BUILT
5. THE CONTRACTOR SHALL OBTAIN, SUBMIT,AND PAY FOR ALL PERMITS, LICENSES
AND INSPECTIONS
RISDICTIONOCAL, STATE, AND FEDERAL AUTHORITIES,
AND ANYOTHERAPPLICABLE REQUIRED D SITE PLAN
G. CONTRACTOR SHALL COORDINATE WITH 0IwNEK5 ALARM COMPANY FOR SMOKE D NOTES
AND BURGLAR ALARMS AS NECESSARY.
.LUN 2 0 2018
SCALE
MAR 20, 2018 I" = 20'
TOW,j O"►0,jT TDRAWING NO. Aft
'OLDq0-7a
ISSUES/ REVISIONS
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EXISTING TWO iv
STORY HOUSE
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EXISTING TWO I'-G" 6'-O" '-3" MAY 19, 201 6
STORY HOUSE � � I I —I STORY HOUSE
SCONCE LIGHT APR 2G, 201 G
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HANDRAIL I 2-X G" P.T.@ I 2 X G" P.T. I \
IG"O.C. I "O.C. THESE PLANS ARE AN INSTRUMENT OF SERVICE
5'-4" x o \ AND ARE THE PROPERTY OF THE ARCHITECT.
Q / INFRINGEMENTS WILL BE PROSECUTED
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_ N t` N FAN
2014 ALL RIGHTS RESERVED
(3) 2"x 8"HEADER — —
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PROPOSED HANDRAIL LOC DGER ( � I I J BO ' `"'P Robert 1 . Brow n
SCREENED PORCH \ �
Architect, P.C.
SCONE 205 Ba Ave. Greenport NY
IN I I
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------- UNLESS ACTING UNDER THE DIRECTION OF A
yl/p LICENSED ARCHITECT, TO ALTER ANY ITEM ON
THIS DRAWING IN ANY WAY. ANY AUTHORIZED
ALTERATION MUST BE NOTED, SEALED, AND
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DESCRIBED IN ACCORDANCE WITH THE LAW.
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3'-10" ! C�
F O U N D A T I O N
ELECTRICAL PLAN
FLOOR PLAN
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CLIENT/OWNER
THOMAS BEUG
JE55 BERMINGHAM
NEW 01 ITDOOR
SHO R
59" H. PROJECT TITLE
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WA LOSUI
WALL NEW SCREENED PORCH
I G20 KOKE DRIVE
5OUTHOLD, NY
DRAWING TITLE
5'-0"
A5 BUILT
FIR5T FLOOR PLAN
SCALE
MAR 20, 2018 1/4" = 1'-0"
DRAWING NO.
ISSUES REVISIONS
Lu
I
PAINTED VERTICAL WOOD SIDING
I"x G"V GROOVE
VER5ATf K TRIM BOARDS
PAINTED TO MATCH
EXISTING HOUSE
ROOFING TO
MATCH EX15TIN
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NEW SCREENED
PORCH
MAY 19, 201 G
EAT ELEVATION APP,2G, 201 G
114- = I5F-0' NORTH ELEVATION JAN. 16, 201 G
SOUTH ELEVATION MIRROR IMAGE Of PORCH AS SHOWN
THESE PLANS ARE AN INSTRUMENT Of SERVICE
AND ARE THE PROPERTY Of THE ARCHITECT.
RIF KINGEMENT5 WILL BE PROSECUTED
2014 ALL RIGHTS RESERVED
SCREEN PANEL AND/OR SAFETY GLASS PANEL Robert 1 . Brown
ARCHITECTURAL ROOFING SHINGLES TO MATCH EXISTING Architect, P.C.
PINE STOP HOUSE, OVER ICE AND WATER SHEILD.
1"X- PINE CLADDING 205 t3a ve. Greenport NY
2"X 4"STUD "q! Q 4. m
I"x 4'TONGUE IN GROOVE YELLOW PINE ROOFERS TO 13E G31 -477-9752
12 PAINTED
DRESSED BLOCKING BETWEEN RAFTER5 2 DRESSED 2"X 5' @ I G'O.C. EXPOSED
RAFTERS, PAINTED PROVIDE GALVANIZED RAFTER HANGERS IT 15 A VIOLATION Of THE LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION Of A
LICENSED ARCHITECT, TO ALTER ANY ITEM ON
THIS DRAWING IN ANYWAY. ANY AUTHORIZED
I"X G' PAINTED PINE FASCIA ALTERATION MUST BE NOTED, SEALED, AND
PLAN D E T A I L DESCRIBED IN ACCORDANCE WITH THE LAW.
SCALE IF- V-10'
4"WHITE ALUMINUM GUTTER TO MATCH
DE GALVAIZEk 5TRAPPING I"X 4"TONGUE IN GROOVE PINE ROOFERS,
EXISTING HOUSE
II PAINTED
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HEADER CLAD IN I X PAINTED PINE
. ................ ..... ......... CLIENT OWNER
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THOMAS BEUG
............ ........................ ..................
................. ...... . . ........ . .... . ..... - ._. . . ............
SCREEN OR LAMINATED 5AfETYGLA55 PANEL
SCREEN/STORM PANEL .. . ........I......
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............ ..........
CLOSED CELL NEOPRENE GASKET . ....... . . ....... .. .. ...... . ... ........... . .
...... ....
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METAL SCREEN CLIP
. .. .. .............. ............. .........
5/4"X G" PINE BOARD POUTED AS SHOWN PAINTED WOOD PANEL
2. PAINTABLE VENEER EXTERIOR PLYWOOD PROJECT TITLE
5/4"X 2" PINE STOP
5/4"X G" PINE BOARD PROVIDE 30 HIGH HANDRAIL AS INDICATED PROVIDE GA�VAN`9ED_5�w5____1 NEW SCREENED PORCH
ON ELEVATIONS I G20 KOKE DRIVE
I-X 4,V2" BOARD 5OUTHOLD, NY
3/4'X 2" PINE TRIM PROVIDE GALVANIZED POST ANCHOR
SILICONE CAULK DRAWING TITLE
A5 BUILT
2EA. #5 REBAR EACH DIRECTION
RUBBER MEMBRANE .................. ELEVATIONS
WOOD DECKO
SECTION
SECTION DETAIL 2'X 2'X I'D REINFORCED POURED
5CALE V= P-0" 5 E C T 1 0 N z
CONCRETE FOOTING(IYP) SCALE
MAR 20, 2018 AS NOTED
DRAWING NO.
FM
ISSUES/ REVISIONS
- EXISTING TWO
o x STORY HOUSE j
EXISTING TWO N
EL= STORY HOUSE v j
EXI5TING TWO
STORY HOUSE II APR 26, 2016
JAN. 16, 2016
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF THE ARCHITECT,
2"X G" P.T.@ 21 X 6" P.T.@ INFRINGEMENTS WILL BE PROSECUTED
I 16"O.C. ;p I "O.C. 2014 ALL RIGHTS RESERVED
KI
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Robert 1 . Brown
PROPOSED Architect, P.C.
SCREENED PORCH
205 Bay Ave. Greenport NY
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acimin@fairweather-brown.com
G31 -477-9752
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I I io IT 15 A VIOLATION OF THE LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A
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THIS DRAWING IN ANYWAY. ANY AUTHORIZED
ALTERATION MUST BE NOTED, 5EALED, AND
CO O DESCRIBED IN ACCORDANCE WITH THE LAW.
N N
ELECTRICAL PLAN
FOU N DATI ON PLAN
FLOOR PLAN
CLIENT/OWNER
THOMAS BEUG
JE55 BERMINGHAM
ly IS/1,N%F-1 r70N OF TF3:
Les'',' 0IR"I^Y FERSON, PROJECT TITLE
�`1 - 6I f�l`O1,*.' El-3'�Y NEW 5CREENED PORCH
�Pn , >,,•,t:al� , I G20 KOKE DRIVE
V11 ,-"(x pF,`.Fart Tt -'OFIZEED
= 5OUTHOLD, NY
DRAWING TITLE
FI R5T FLOOR PLAN
G,VFD AR—
SCALE
a
MAY 19, 201 6 1/4" = 1'-0"
DRAWING NO.
ISSI.iI~5% F?EVI:7IC?li:"J
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EAST ELEVATION APR 26, 201G
1/4" = 1'-0" N O RT H ELEVATION JAN. IG 201 G
SOUTH ELEVATION MIRROR IMAGE OF PORCH AS SHOWN
THE5F: FLANS ARE. AN IIJ5TRUMEriT OF SE:i? 'ICF
AND ARE THE FRCFERTY OF THE ARCHITECT.
IrdFRIPlGEr 1ENT5 1^.'ii..l.. BE PP,05ECUTED
2014 ,ALL RIGHT` R1-5ERVED
Robert 1 . Brown
SCREEN PANEL AN'D/OR SAFETY GLASS PANEL
ARCHITECTURAL ROOFING SHINGLES TO MATCH EXISTING -. Architect, P.C.
PINE STOP HOUSE, OVER ICE AND WATER 51 205 Ba Ave. Greenport NY
1"X - PINE CLADDING admin@�alrweather-brown.com
/ 2"X 4"STUD - I"'x 4"TONGUE IN GROOVE YELLOW PINE ROOFERS TO BE 63 1 -477-9752
12 PAI NTED
El' �DRESSED BLOCKING BETWEEN RAFTERS 2 \
_°_ =`=__---- DRESSED 2"X 8" @ I G"'O.C. EXPOSED
.J - RAFTERS, PAINTED ~ �� PROVIDE GALVANIZED RAFTER HANGERS IT I A U'IOLATION OF THE LAW FOR ANY PEhSOI`d,
-^ z_ UNLESS ACTirJG UNDER.THE DIRECTION OF A
_... __.__DETAIL
... __._._ w__.__.,__,.__w...,._.___._..__.___.,. ,.___... LICEPJ5ED ARCHITECT, TO ALTER AMY ITE�1 ON
tIY
PLAN V ETA I L I"X 6"'PAINTED PINE FASCIA ; -� _ THIS ALTERATION
It1G i5 BE NOT , S A ED, AND
._..--- I I A1_TERATl011 P�1L15T E� NOTL.D, �1=aLFD, A�dD
fitI i I DESCRIDED IN ACCORDANCE VVITri THF' LAMA/.
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4" WHITE ALUMINUM GUTTER TO MATCH i ID, GA`LVAlIIZD 5 RAFPPIN I I ( I i I 4"TONGUE IN GROOVE PINE ROOFERS,
EXISTING HOUSE P ? i i I + PAINTED
I
}"RO ID� GALVA�IIZ�D 5'fRA PING TQ POST I I I
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3"XG" PINE BOARD
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METALS EEN CLIP - -
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100 iM, .,..e�1,•... ,c,sT 65:..
5,4 X 6 PINE BOARD ROUTED AS SHOWN
— PAINTED WOOD PANEL i U'�.:'eT"-....•-r``"•�.00��?P-•P•"•�"� PROJECT TITLE
Y" PAINTABLE VENEER EXTERIOR PLYWOOD f j ± d I V Ti
I -rf 5,14"X 2" PANE STOP i i 1
I NEW SCREENED PORCH
5/4"X G" PANE BOARD PROVIDE 3G" HIGH HANDRAIL AS INDICATED - FsR0�71i7E�A�APnZE[3 57>TAPC�If�G I S
ci ON ELEVATIONS I G20 KOKE DRIVE
I"X 4-Y2" BOARD 'I SOUTMOLD, f�lY
PROVIDE GALVANIZED POST ANCHOR
3/a"X 2" PINE TRIM
. SILICONE CAULK DRA+"JIPIG TITLE
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.........` 2EA. #5 REBAR EACH DIRECTION 27 !� ELEVATIONS
` MEMBRANE
�., SECTIO N
WOOD DECK
S E C T I O N D E T A I L 2'X 2'X I'D REINFORCED POURED
E C T 1 O N CONCRETE FOOTING ffYP) r k. { SCALE
S
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�I ?r '_ mAY20. 201E A5 NOTED
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