HomeMy WebLinkAbout41291-Z .Q191— Town of Southold 1/29/2019
�. P.O.Box 1179
Co53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 40191 Date: 1/29/2019
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 1345 Chapel Ln.,Greenport
SCTM#: 473889 Sec/Block/Lot: 45.4-8
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
1/17/2017 pursuant to which Building Permit No. 41291 dated 1/17/2017
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:
NON-HABITABLE, UNHEATED WORKSHOP ADDITION WITH LOFT STORAGE TO AN EXISTING
ACCESSORY GARAGE PER ZBA DECISION#6852, DATED 04-16-2015 AS APPLIED FOR
The certificate is issued to Davas,Theotokis Papadatos&or
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 41291 '10-05-2018
PLUMBERS CERTIFICATION DATED
ow W
ut 00 ignature
SUFeoc� TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
v . 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#: 41291 Date: 1/17/2017
Permission is hereby granted to:
Davas, Theotokis Papadatos
17 Aldair Ct
Malverne, NY 11565
To: Construct a garage addition as applied for per ZBA approval.
Replaces BP #39901
At premises located at:
1345 Chapel Ln.,Greenport
SCTM # 473889
Sec/Block/Lot# 45.-1-8
Pursuant to application dated 1/17/2017 and approved by the Building Inspector.
To expire on 7/19/2018.
Fees:
PERMIT RENEWAL $367.20
Total: $367.20
Buil ing Inspector
L_ TOWN OF SOUTHOLD
�g11FF0(,�C�G
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
0
,
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 39901 Date: 6/25/2015
Permission is hereby granted to:
Davas, Theotokis Papadatos & Papagianis, Vasilios
17 Aldair Ct
Malverne, NY 11565
To: Construct a garage addition as applied for per ZBA approval.
At premises located at:
1345 Chapel Ln, Greenport
SCTM #473889
Sec/Block/Lot# 45.-1-8
Pursuant to application dated 6/17/2015 and approved by the Building Inspector.
To expire on 12/24/2016.
Fees:
ACCESSORY $367.20
CO -ACCESSORY BUILDING $50.00
Total: $417.20
y1agnspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must-be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 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:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00
Dated110 1
New Construction: Old or Pre-existing Building: (check one)
Location of Prope 1-3
House No. Street 'Am ama'am"
Hamlet'Nj "
ti
Owner or Owners of Propert
Suffolk County Tax Map No 1000, Section Block Lot
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applica ignature
pE SO!/jy®lo
Town Hall Annex 411 Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G
Southold,NY 11971-0959 ® aO roger.richert(c)-town.Southold.ny.us
l�cou N'
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To* Theotokis Papadatos Davas
Address: 1345 Chapel Ln City: Greenport St: New York Zip. 11944
Building Permit#: 41291 Section: 45 Block: 1 Lot 8
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: HOME OWNER DBA- License No:
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph Heat Duplec Recpt 7 Ceding Fixtures 4 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel 60a A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 5 Twist Lock Exit Fixtures TVSS
Other Equipment.
Notes. accessory bldg,garage/shop/storage
Inspector Signature: Date: October 5 2018
81-Cert Electrical Compliance Form.xls
41VII SOF SOUTy .
o�
* TOWN OF SOUTHOLD BUILDING DEPT.
765-1602
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)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
6CAV
V/
DATE c INSPECTORyki-.1110
I SOF S0
* # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] F UNDATION 2ND [ ] INSULATION
[ FR® /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
-of)
DATE Y' INSPECTOR 1411944)
�o�aOF SOUIyO�
TOWN OF SOUTHOLD BUILDING DEPT.
uto, 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)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
17
o
DATE �� INSPECTOR V,959-,?
lilvol�
pF SOUIyOIo
# TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
-INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I SULATION
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ],.-ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
_QA *�s
t
Am
DATE INSPECTOR
souTyofo
TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND NSUL
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
L
�RWVJ(AV o
S&�
bin s ov 6 TAI, n ul�
DATE INSPECTOR
R !
.
STATE RNEROY COD
N
�A�
lel�
Fill
� _ � i � � i_ 1 i� •i
Y/ ;�F�� /':.ill !�! ��I. t� . •
P j • --
14 yJIFEN
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying9
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
NYSDEC
r Trustees
Lip � C 0 ApplicationD I Flood Permit
Examined i 20 I Single&Separate
�i�
U Contact:Storm-Water Assessment Form
Ilr�'� ee
Approved 20 Mailto
Disapproved a/c 5LD "EPT
FO',V OF SOU T HOLD Phone
Expiration ,20
uilding F ector
APPLICA BUI ING PERMIT )
e
INSTRUCTIONS
a This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans,accurate plot plan to scale Fee according to schedule
b Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
c The work covered by this application may not be commenced before issuance of Building Permit
d Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant Such a permit
shall be kept on the premises available for inspection throughout the work.
e No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months Thereafter,a new permit shall be required
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or
Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herem described The
applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulat , d to admit
authorized inspectors on premises and in building for necessary inspections
Slgnatur f appl o ame,if a corpora ion)
tJ� k1-
(Mail ingaddress of applicant) ///�f�
State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
A
Name of owner of premises TLI�22 TMXTA— 5,—l7AVAS, 4 MAP--'A B�cffi Ol,L> d t j
(As on the tax 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.
I. Location Qand on which proposed work will be done: JNi�l�1
7
House Number Street Hamlet
County Tax Map No. 1000 Section Block 61 Lot��
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy ®l,L--i� 1y Inj 2y�- 't
45
b. Intended use and oc �l AiPp l old -TO a 0
3. Nature of work(check which applicable):New Building Addition_/Q Alteration
Repair _Removal Demolition Other Work
(Description)
4. Estimated Cost �(� Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units v � 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.
N7. Dimensions of existing structures,if any:Front r D I( Rear Depth CO
Height 141 9 " Number of Stories /
Dimensions of same structure with alterations or additions: Front /o Rear
Depth �'_ Height )7'(,g" Number of Stories
8. Dimensions of entire new construction:Front Rear 22(OI 11 Depth AO 1
Height 113-'�o w Number of Stories T
1
9. Size of lot:Fronto Ream t Depth
10.Date of Purchase Name of Former Owner
11.Zone or use district in which premises are situated 9 �v
12.Does proposed construction violate any zoning law,ordinance or regulation?YES NOe c.�c C�'��� Z'bA
13.Will lot be re-graded?YES_NOWill excess fill be removed from premises?YES_NO x �s
14.Names of Owner of remisesPA�A�.��DS �.11'�P...ly
Address AIAC Phone No.
Name of Architect ! PMLQNJ Address /Phone No 1^ y
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—IX--
*IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
COUNTY
being duly swom,deposes and says that(s)he is the applicant
(Name of indbidual s m contract)above named,
(S)He is the
(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 stateme contained in this application are true to the best of his knowledge and belief;and that the work will be
performed in them er set forth in the application filed therewith
Sworn t b £ me this
day of 20
CYNT11iA r 1. 'U jAl l
X10 Uli i�,ltl�-v taryPu tc Si tureo c t
Qualin'01;7 Su 1011K Cctinbl
Commission i xpires Qct 20_�
• a
BOARD MEMBERS OF S (/j Southold Town Hall
Leslie Kanes Weisman,Chairperson �� �S'p 53095 Main Road - P.O.Box 1179
h0 l0 Southold,NY 11971-0959
Eric Dantes [ Office Location:
Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank
George Horning i0 54375 Main Road(at Youngs Avenue)
Kenneth Schneider �'YCa��(,� Southold,NY 11971
http://southoldtown.northfork.net
ZONING BOARD OF APPEALS
TOWN OF SOUTHOLD
Tel.(631)765-1809-Fax (631)765-9064
FINDINGS,DELIBERATIONS AND DETERMINATION
MEETING OF APRIL 16, 2015
ZBA FILE#6852
NAME OF APPLICANT: Theotokis Davas and Vaislios Papagianis SCTM#1000-45-1-8
PROPERTY LOCATION: 1345 Chapel Lane(comer County Rte. 48 aka North Road), Greenport,NY
SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type II category of the State's List of Actions, without
further steps under SEQRA.
SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk
County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its
reply dated March 24, 201 stating that this application is considered a matter for local determination as there
appears to be no significant county-wide or inter-community impact.
LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the
Minor Actions exempt list and is not subject to review under Chapter 268.
PROPERTY FACTS/DESCRIPTION: The applicant's property is a 1.731 acre parcel in the R-80 zone. The
northerly lot line measures 65.87 feet along CR 48 and another 48.78 feet along another parcel. The easterly lot
line measures798.32 feet along Chapel Lane. The southerly lot line measures 104.79 feet, and the westerly lot line
measures 776.97 feet. The property is improved with pre-existing structures with pre-CO's including a single-
family dwelling, a cottage, a garage, and a shed, as shown,with the proposed garage addition.
BASIS OF APPLICATION: Request for Variance from Article III Code Section 280-15B and the Building
Inspector's February 19, 2015 Notice of Disapproval based on an application for building permit for a workshop
addition to an existing accessory garage, at: less than the code required side yard setback of 20 feet.
RELIEF REQUESTED: The applicant requests a variance to construct an unheated home workshop addition with
half bath and loft storage addition to an existing accessory.garage with a side yard setback of 4.1 feet where.code
requires a minimum of 20 feet.
ADDITIONAL INFORMATION: No letters of objection were received from any neighbors, including neighbors
closest to the proposed garage addition.
yv
Page 2 of 3—April 16,2015
ZBA#6852—Davas/Papagianis
SCTM#1000-45-1-8
FINDINGS OF FACT/REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on this application on April 2, 2015, at which time written and
oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and
surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant
and makes the following findings:
1. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of
the neighborhood or a detriment to nearby properties. The existing detached garage has a pre-CO, and the
proposed new workshop addition will have an increased side yard setback. With the addition, the structure will not
exceed the conforming size allowed by code for the size of the subject property. A detached garage is a customary
accessory structure in the residential zone. The applicant stated that the workshop will remain unheated and be
used for a personal woodworking hobby on a seasonal basis
2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible
for the applicant to pursue, other than an area variance. The applicant intends to utilize an existing foundation
attached to the existing accessory garage for part of the new proposed addition. The accessory garage has a non-
conforming side yard setback, and to make an addition to the existing structure requires a variance.
3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing
approximately 80% relief from the code. However, the proposed addition will be built onto an existing accessory
garage with a valid pre-co. The garage has an approximate 1 foot side yard setback, and the setback for the addition
will be increased to 4 feet.
4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential
community will have an adverse impact on the physical or environmental conditions in the neighborhood. The
applicant must comply with Chapter 236 of the Town's Storm Water Management Code. New drywells will be
installed.
5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the
Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the
limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase.
6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of a garage addition, while preserving and protecting the character of the
neighborhood and the health, safety and welfare of the community.
RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under
New York Town Law 267-13, motion was offered by Member Horning, seconded by Member Weisman
(Chairperson), and duly carried, to
GRANT, the variance as applied for, and shown site survey drawn by Robert 1. Brown, dated Feb. 2, 2015. Subject
to the following condition;
CONDITION:
1. The workshop addition shall contain only non-habitable space, shall remain unheated and shall not be used for
sleeping or cooking of any kind.
That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued.
Scott A.' Russell ° f 55 TF 01KN[WAA I E I K
SUPERVISOR NCA\NAG]EM[IENT
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
Yes No (CHECK ALL THAT APPLY)
❑[3 A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑� B. Excavation or filling involving more than 200 cubic yards of material .
within any parcel or any contiguous area.
❑[ C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑RD. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑(4 E. Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.
❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
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 Owner,Design Professional,Agent Contractor,Other) S.C.T.M. �: 1000 Date
Dutnct //�� //
NAME- D V 1 (O-i l-I 5
Section Block Lot
/ �<<< 1�C)R.BUILDING DEPAR F IVENT USE ONLY
Contact Information: �� 1 4777-67:75-2—
r<i.niro�r.. xi
Reviewed By
Date: L-11-15
Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — —
Approved for processing Building Permit.
x`15 n 1 ' Stormwater Management Control Plan Not Required
Y —rte i (� ❑ Stormwater Management Control Plan t�,Required
(Forward to Engineering Department for Review.)
FORM SMCP-TOS MAY 2014
BUILDING DEPARTMENT- Electrical Inspector
C TOWN OF SOUTHOLD
�O
Town Hall Annex - 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
w�� • O Telephone (631) 765-1802 - FAX (631) 765-9502
roger.richert(cDtown.southold.ny.us
APPLICATION FOR ELECTRICAL INSPECTION
-EQUESTED-Bl''°'... .... - - -......._._...._... Date: .. -
Company Name:
Name: p
License No.: e ail:
Address: / c Q �/'
Phone No.:
JOB SITE INFORMATION: (All Information Required)
Name:
Address:
Cross Street:
Phone No.:
Bldg.Permit#: email:
Tax Map District: 1000 Section: ,5- Block: / Lot:
BRIEF DESCRIPTION OF WORK (Please Print Clearly)
/I—A-
Circle All That Apply:
Is job ready for inspection?: YES ! NO Rough In Final '
Do you need a Temp Certificate?: YES / NO Issued On
Temp Information: (All information required)
Service Size Q_Ph) 3 Ph Size: ___Co 99 A # Meters Old Meter#
New Service- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Sery ce? Y N
Additional Information: P.(9
PAYMENT DUE WITH APPLICATION a
Request for Inspection FormAs
_ \OSU FOLKcO
Town Hall Annex ��� Gy Telephone(631-1802
54375 Main Road Fax(631)734-9502
P.O. Box 1179 � z
Southold, NY 11971-0959 O
BUILDING DEPARTMENT
NOTICE OF UTILIZATION.OF TRUSS TYRE CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date:
Owner:. te
> >'
Location of Property:
Please take notice that the (check aplicable line):
�r.
New residential structure : '�'. •" '' '"
✓ Addition to existing residential structure
Rehabilitation to:an:existing residential structure
to be constructed or performed at the su4ject'piro'fSet�y`reference above will utilize
(check applicable line):
Truss type construction(TIT) ;
Pre-engineered wood ponstruetion(PIN)
Timber construction (TC)
in the following locations) (check applicable line):
Floor framing, incliuding girders,and bdams(F)
Rooffrarning (R)
Floor and roof framing (FR)
Signature:
Name (person submitting this form):_ ( � �t� �(� ( •
Capacity(check applicable line):
Owner
Owner representative
TrussResReg15.docx Effective 1/12015
�?, ,�4�qt �
�r 7y- L'@ F7'c�::0.ols
D
JAN 13 2017 '
BUILDINGDEM
TOWN OF SOUTHOLD
l
of� �
,r
SEP 10 2018
,7 Hull
ROBERT I. BROWN ARCHITECT P.C.
205 BAY AVENUE GRE6JPORT, NYI 1,944
631-477-9752 FAX 631-477-097
info@ribrownarchitect.com
nD
Transmittal 2018
Date: 11 9F(,FpAhe$, 701(6 _
TOWN OF SOUT"C '- ,
To: Soo-rHot,o
Re:
11W CM?UL LAPIr 6-"-"owr- IvY (M H (10100- 45 - 01 - 08)
UOIS o eLA)i M PE(t oNS?EcTiolj ICAX14 Op Teo 1%
20l
- i
Thank you,
i
I
RIBAPC
. I
f
Jarski, John
From: Ryan Sidor <Ryan@ribrownarchitect.com>
Sent: Tuesday,January 29, 2019 10:53 AM
To: Jarski,John
Cc: Karen Szczotka
Subject: Chapel Lane
Attachments: stairs jpg; steps jpg; IMG_7674.JPG
Good Morning John,
Attached are the pictures of the new stair rails for the inspection at Chapel Lane. Please let us know if you need anything
else
Have a great day!
-Ryan Sidor
As Agent
I , DD
g
Robert I. Brown Architect P.C. JAN 2 9 2019
205 Bay Avenue
Greenport, NY
631-477-9752 7-7
1
DD
,- JAN 2 9 ="J!9
TO-WN OF SOUTALL-"'
t
E
A
i
1
1.
w �
I
I
i
] J:
R
�� .���x�_ _._.__.___�.__..�..._...�...�_..______.._ _�.� .. _ _ _ .. ._.,.._.._..... _...,._......._ .............
__
.. „
_.�.
.___ � � .-� _ . � T �
__. T_ � _ __ .._ __ _ � _ . _._. _ . ,
_ 7. �,
� t :
���
--,
��;
�:� , ; ��
c'
��.
U�u
��/
. ri
r r
�r r
,f
X �C
�. "fir � •1 f
_r
s �f '
ISSUES/REVISIONS
I L
N6201015011E
46 . 761
� MON.
N3� MON. FND.
65 ' Z FND.
MON N O
� FND. I O
-0
I 1 Q
N I EXISTING 1 p O
"E 1 1 m 585°40'40"W _ --
W E 0 I i 107.811
o 16-8 �
5 l/2" 10 I/2" 11I0'50"EN82 I IXI INC ------1 170 SE
48 78, PANEL DESIGN BASED ON SECT 8301.2.1.2
MON.MON.FND. FND RESIDENTIAL CODE OF NYSI
gyp° 1 '�J' 7/1 G' PLYWOOD PANELS �? iv
6� •- O -
I�sTRY 2-1/2'#8 WOOD SCREWS
ffm%ING DRAINAGE CALCULATIONS: @ I G'O.C. MAX. -
z I = EXISTING GARAGE. rn
-� N DRYWE #I 387.8 SF x . 17 = G5.9 CF READ J
r" O 11 PROVIDE (1) G' DI . x 3'G" DRYWELL --------- L- - -
m �.
O I TKY
G 1 (78.2 CF) r-- PANEL SIZES (G)TW2432
FXI5nN � 0-(� ADDITION:
EXISTING
G9 I .G SF x . 17 =. 1 17.G CF READ ��jJJ 1/2"=P-O'
FIR
� G"� PROVIDE (I) 6' DIA. x 5'G" DRYWELL
1 _
(122.9 CF)
o ; I
N DRYWEll#2
z 1 I EXISTING
O I FOUNDATION
u,
O 1 I MAY 29, 2015
I I
LOT COVERAGE: I 1 PAR IAL SITE PLAN
THESE PLANS ARE AN INSTRUMENT OF SERVICE
�
AND ARE THE PROPERTY OF THE ARCHITECT.
LOT AREA: 75.402.4 5
I INFRINGEMENTS WILL BE PROSECUTED
EXISTING 5TRUCTURE5:1 I SCALE: 1" = 20'
O 2014 ALL RIGHTS RESERVED
2,71 G.7 SF/ 75,402. 1 = 3.G%D ;
PROPOSED STRUCTURE: I RE51DENTIAL GENERAL NOTES Robert I Brown
3,409.7 SF/ 75402.41= 4.5%D NAILING SCHEDULE
1. THIS PROJECT IS CONSTRUCTION OF AN ADDITION TO Architect, P.C.
(PER AF 4 PA AMERICAN WOOD COUNCIL WFCM FOR 27. FRAMING ELEMENTS: 39. THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR
AN EXISTING GARAGE. A. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- ALL PERMITS, CERTIFICATIONS, LICENSES AND
ONE AND TWO FAMILY DWELLINGS 1995 SBC HIGH WIND EDITION) 2. THE HEIGHT OF THIS BUILDING AS DEFINED BY THE 1 INSPECTIONS ASS REQUIRED BY LOCAL,STATE, AND i JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING RESIDENTIAL CODE NEW YORK STATE IS 19'-6". LARCH STRUCTURAL GRADE N0.2 OR BETTER. FEDERAL AUTHORITIES, AND ANY OTHER APPLICABLE Fa i rwea t h e r
1 1THE FLOOR AREA IS 743.2 SQ.FT. FOR THE EXISTING FIRST FLOOR, B ALL SHEATHING TO BE APA RATED, EXPOSURE 1,THICKNESS AS INDICATED. JURISDICTION.
ROOF FRAMING AND 328.5 SQ.FT FOR THE NEW SECOND FLOOR. C ALL SUB FLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 40. FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANT, Design A550001te5Inc.
z I I RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER 3. THE TYPE OF CONSTRUCTION IS TWE V(B). 3/4" MIN.THICKNESS. TOOLS, AND SERVICES NECESSARY AND REQUIRED FOR
70 I I CEILING J015T TO TOP PLATE(TOE-NAILED) 3 PER JOIST 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2007 D ALL HEADERS G-O"AND OVER SHALL BE SUPPORTED WITH DOUBLE PROPER AND COMPLETE INSTALLATION OF ALL NEW
�* CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP RESIDENTIAL CODE OF N.Y.S. AND THE AF t PA WOOD FRAME UPRIGHTS, 9'-0"AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING, 205 Bay Ave. Greenport NY
i 1 CEILING JOIST LAPS OVER PARTITION ((FACE-NAILED) 3 EACH LAP CONSTRUCTION MANUAL 1995 5BCHIGH WIND EDITION BE A MIN. OF(2)2"x8'OR AS SHOWN ON DRAWING. BUT NOT LIMITED TO: CONNECTIONS TO PREVIOUSLY admin@falrweather-brown.com
1
E SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR INSTALLED ELECTRICAL SYSTEMS,WIRING, LIGHTING,RIDGE STRAP(EACH END) 2 PER TIE 5. ASSUMED SOIL BEARING CAPACITY. I,50o Ib./Sa.Ft. G31 -477-9752
Z I BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END G. CONCRETE TO BE PLAIN, UNREINFORCED,3,000 I 28 DAY TEST. BEAMS AS PER N.Y.S. CODE OR AS NOTED @ 8'-O"O.C. MIN.. SERVICES, FEEDERS, DISTRIBUTION AND PROTECTION
G) ps• - EQUIPMENT, CONNECTIONS TO APPLIANCES,
i RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END 7. ALL FOOTINGS TO REST ON 12' BELOW VIRGIN, UNDISTURBED SOIL. PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF.
rn I GROUNDING, AND ALL INCLUDING ALL CONNECTIONS AND IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
WALL FRAMING F DOUBLE FRAMING AROUND ALL OPENINGS (SKYLIGHTS,STAIRS, ETC.)
� 8. DESIGN LOAD CALCULATION ARE BASED ON: DEVICES WITHIN THE SCOPE OF THE WORK AS SHOWN UNLESS ACTING UNDER THE DIRECTION OF A
z TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT LIVE LOAD: AS PER TABLE R30 I .4, RESIDENTIAL CODE OF NEW YORK STATE. OR AS NOTED ON DRAWINGS. ON THE APPLICABLE DRAWINGS AND AS NORMALLY LICENSED ARCHITECT,TO ALTER ANY ITEM ON
TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-1 Gd JOIST EA.51DEDEAD LOAD: CALCULATED A5 PER 8301.3 AS PER RCNYS. G DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR
SPECIFIED IN THIS TWE OF PROJECT AND INCLUDING THIS DRAWING IN ANY WAY. ANY AUTHORIZED
I SNOW LOAD: 45 P51 GROUND SNOW LOAD(AS PER FIG. 8301.2(5)SCNY5. AS NOTED ON DRAWINGS. CONNECTIONS TO PREVIOUSLY INSTALLED ALTERATION MUST BE NOTED, SEALED, AND
STUD R STUD(FACE-ACE D) 2-I Gd I G"O.C. TRANSFORMERS AND ELECTRICAL DITRIBUTION DESCRIBED IN ACCORDANCE WITH THE LAW.
HEADER TO HEADER(FACE-NAILED) 16d I G"O.C.ALONG EDGES SEISMIC DESIGN CATAGORY B.
H ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED
IWIND UPLIFT AND EXPOSURE CATAGORY "C', FOR 120 MPH 3 SECOND GUST. GALVANIZED METAL CONNECTORS BY"SIMPSON"OR APPROVED EQUAL. SYSTEMS.
TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 6d,3-I Gd,4-16d PER 2x4, 2xG, 2x8 RESPE( I NAILING SCHEDULE SHALL BE A5 PER N.Y.S. BUILDING CODE AS A MINIMUM. 41. AL WORK SHALL CONFORM TO THE REQUIREMENTS OF
BASED ON SITE OBSERVATIONS BY ARCHITECT 1 BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, LOCATION LIVE DEAD DEFLECT LIMIT ALL 2NG'STUDS SHALL RECEIVE 5 1 Od NAILS AT SILL AND PLATE. THE 2007 ELECTRICAL CODE OF NEW YORK STATE,THE
END JOIST OR BLOCKING(FACE-NAILED) 2-1 Gd PER FOOT ED ARt,,
BASED ON SURVEY OF ALL EXTERIOR NAILS SHALL BE GALVANIZED. NATIONAL ELECTRICAL CODE, NEPA NO, 70-1984(NEC), ��G�''
TOWN OF SOUTHOLD 1st FI. 40 LB 12 U3GO " LOCAL UTILITY STANDARDS, OCCUPATIONAL SAFETY AND ��� t;��I' 0
1 I FLOOR FRAMING J PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4 O.C. EXTERIOR EDGES
2nd FI. (SLEEP AREA) 30 LB. 12 U3GO HEALTH CAT(OSHA),THE NATIONAL ELECTRICAL
(p AND Gd NAILS @ 12'O.C. INTERMEDIATE. 2
SUFFOLK COUNTY, N.Y. I I JOIST TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-Sd PER JOIST ATTIC/LOFT(STORAGE) 20 LB. I O U360 MANUFACTURERS'ASSOCIATION (NEMA)AND ANY OTHER
W BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END K ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER.
1000-45-01-05 N ROOF 20 LB. GROUND SNOW 15 LB. U3G0 APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE
1 BLOCKING TO J015T(TOE-NAILED) 2-8d EACH END L ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH f' E
P I 9. ELECTRICAL WORK TO CONFORM TO RESIDENTIAL CODE OF NEW YORK STATE MORE STRINGENT REQUIREMENTS WILL APPLY.
JULY 25, 1986 GALVANIZED HURRICANE TYPE CONNECTORS BY"SIMPSON"OR APPROVED
BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK AND THE NATIONAL ELECTRIC CODE, AND ANY APPLICABLE LOCAL CODES. 42. ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL
AREA= 1 .73 1 ACRES - 1 O LEDGE STRIP TO BEAM (FACE-NAILED) 3-1 Gd EACH J015T EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL BEAR THE UNDERWRITERS LABORATORIES, INC. LABLEL
N N 10. PROVIDE SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS AS REQ'D B . PERIMETER JOISTS TO GIRDER CONNECTIONS.
Y CODE
1 MON- W o JOIST ON LEDGE TO BEAM (TOE-NAILED) 3-8d PER JOIST AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH 1
� � THEY WILL BE INSTALLED. p ./
- _. . -- - • ul
..p BAND JOIST TO JOIST(END-NAILED) 3-1 Gd PER JOIST I I. ALL EXPOSED WATER PIPING AND/OR HEATING DUCTS TO BE INSULATED. 28. PROVIDE 7/1 G" TH. PLYWOOD PANELS PRECUT TO FIT OVER NEW WINDOWS AND
0 43. ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE
587025'20"W BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-1 Gd PER FOOT DOORS. PANELS TO BE LABELED FOR EACH OPENING. PROVIDE FASTENERS IN
p 1 2. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH PREVAILING CODES PERFORMED BY OR UNDER THE SUPERVISION OF A
r" ROOF 5 H EATH I NG AND STANDARDS. ACCORDANCE WITH TABLE I GO9.1.4 BLDG. CODE OF NEW YORK STATE.
104.79' PROPERLY LICENSED MASTER ELECTRICIAN.
STRUCURAL PANELS 8d (TABLE 3.8) 13. ALL WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON GAS. 29. LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. 44. THE CONTRACTOR SHALL OBTAIN, SUBMIT,AND PAY FOR CLIENT/OWNER
DIAGONAL BOARD SHEATHING 14. THE ARCHITECT ASSUMES NO RESPOSIBILITY FOR THE CONSTRUCTION 30. CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI/AF A PA WCFM-1995.
1 ROIp OS L_F D ALL PERMITS, LICENSES AND INSPECTIONS AS REQUIRED
p
I"xG"OR I N8" 2-8d PER SUPPORT MEANS, METHODS,TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR (SEE NAILING SCHEDULE) BY THE LOCAL, STATE, AND FEDERAL AUTHORITIES, AND PAPADAT05 GARAGE
I N I O"OR WIDER 3-8d PER SUPPORT SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. 3 1. FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL ANY OTHER APPLICABLE JURISDICTION.
BE EPDM OR APPROVED RUBBERIZED MEMBRANE. 45. SMOKE DETECTORS IN CONFORMANCE WITH THE CHAPEL LANE
CEILING SHEATHING THERE ARE NO WARRANTIES, NOR ANY MERCHANTIBILITY OF FITNESS 32. FLASHING AT ROOF CONNECTIONS, VALLEYS, CHIMNEYS ELECTRICAL CODE OF NEW YORK STATE AND THE
S 1 T E P L A N GYPSUM WALLBOARD 5d coolers 7"EDGE/ 1 O"FIELD FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE AND CRICKETS SHALL BE ALUMINUM. RESIDENTIAL CODE OF NEW YORK STATE,THE NEPA SOUTHOLD, NEW YORK
PLANS. 33. STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS NATIONAL FIRE ALARM CODE NO. 72-1993 SHALL BE
WALL 5H EATH i NG OF SLOPED AND VERTICAL SURFACES, EXCEPT STEP PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA, IN
SCALE: I"=GO' STRUCURAL PANEL 8D (TABLE 3.9) 15. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. FLASHING AND COUNTER-AND CAP- FLASHING SHALL BE EACH SPLEEPING AREA, AND ON EACH FLOOR LEL.
FIBERBOARD PANELS DO NOT SCALE DRAWINGS. FOLLOW DIMENSIONS ONLY. LAEAEV
USED AT INTERSECTION OF ROOF AND CHIMNEY,AND
7/1 G" GD 3"EDGE/G"FIELD I G. CONTRACTOR(S)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT ROOF AND WALLS. O
25/32" 8D 3"EDGE/G" FIELD SHOWN,LI5TED, OR DESCRIBED ON THESE DRAWINGS SUBJECT TO 34. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERS PROJECT TITLE
GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10" FIELD QUALIFICATIONS, CONDITIONS, OR EXCEPTIONS AS NOTED. CONTRACTOR AND INSTALLED WITH THIN SET ADHESIVE.
HARDBOARD 8d (TABLE 3.9) SHALL FURNISH ALL LABOR, SCAFFOLDING,AND TOOLS NECESSARY TO 35. EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN GARAGE ADDITION
PARTICALBOARD PANELS Sd (TABLE 3.9) COMPLETE THE WORK. MOORS OR APPROVED EQUAL, APPLIED IN ACCORDANCE '/
DIAGONAL BOARD SHEATHING 17. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL WITH MANUFACTURER'S SPECIFICATIONS AND
1"xG"OR I"x8' 2-8d PER SUPPORT OF EXISTING WORK AND/OR INSTALLATION OF NEW WORK. RECOMMENDATIONS. COLOR TO BE SELECTED.
IN 10" OR WIDER 3-8d PER SUPPORT 18. ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK 3G. PROVIDE ALL LABOR, MATERIALS,TRANSPORTATION,
CLIMATIC AND GEOGRAPHIC CRITERIA AS CL05ELYAS POSSIBLE UNLESS OTHERWISE NOTED. EUIPMENT, AND SERVICES NECESSARY TO COMPLETE ALL
FLOOR SHEATHING 19. ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH NEW PLUMBING WORK REQUIRED BY THE DRAWINGS AS
GROUND SNOW LOAD 20 PSF (PER FIG. R301 .2 (5) RCNYS) STRUCURAL PANELS MANUFACTURER'S REQUIREMENTS AND SPECIFICATIONS. SPECIFIED HEREIN, OR REASONABLY IMPLIED AS +� DRAWING TITLE
WIND SPEED 120 MPH (PER FIG. R301.2 (4) RCNYS) I'OR LE55 8d G"EDGE/ 12"FIELD 20. CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS, APPROVALS NECESSARY TO COMPLETE THE WORK. .� SITE PLAN
SEISMIC DESIGN CATAGORY B (PER SECT. 8301.2(2) RCNYS) GREATER THAN I" I Od G"EDGE/G" FIELD AND CERTIFICATE OF OCCUPANCY. 37. ALL FIXTURES, FAUCETS, ACCESSORIES, ETC. SHALL n (� / �'' r ���
WINTER DESIGN TEMP I I °F (PER TABID N I I O I.2) DIAGONAL BOARD SHEATHING 21. CONTRACTOR SHALL DEMOLISH PARTS OF EXISTING ROOF AS NECESSARY, CONFORM TO THE NEW YORK STATE ENVIRONMENTAL L 1� `� D
FLOOD ZONE ( N/A ) (PER FEMA MAP) I NG"OR i"x8" 2-8d PER SUPPORT AND REMOVE DEBRIS. CNSEKVATION LAW WITH REGARDS TO WATER SAVING NOTES
MOST LINE DEPTH 3G' I"x I O"OR WIDER 3-8d PER SUPPORT 22. EXISITNG STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED AND CONSEVATION. ALL FIXTURES SHALL BE ON THE
WEATHERING PROBABILITY SEWERS (PER FIG. 830 I.2(3)RCNYS) AS NECESSARY DURING DEMOLITION AND CONSTRUCTION. APPROVED"LIST OF CERTIFIED WATER SAVING PLUMBING DEC 17 <'
23. CONTRACTOR SHALL PROTECT EXISTING 5ERVICE5 TO REMAIN AND SHALL FIXTURES'AS PUBLISHED BY THE NEW YORK STATE
DESIGN LOAD CALCULATIONS (UNI FORM LIVE LOADS) NOTIFY ALL UTILITIES AND TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR DEPARTMENT OF ENVIRONMENTAL CONSERVATION.
ROOMS OTHER THAN SLEEPING 40,PSI (PER TABLE 301.5 RCNYS)
HOOKUP, REMOVAL, OR CAPPING OF EQUIPMENT AS NECESSARY. 38. ALL WORK ON THE PLUMBING SYSTEM SHALL BE f �.•- ISSUE SCALE
�^
SLEEPING ROOMS 301 PSI (PER TABLE 301.5 RCNYS) 24. PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT AND PERFORMED BY OR UNDER THE SUPERVISION OFA � J ,1 �- REV. 14 DECEMBER, 2018 AS NOTED
ATTICS WITH LIMITED STORAGE 20 P51 (PER TABLE 301.5 RCNYS) SERVICES NECESSARY TO COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED PROPERLY LICENSED MASTER PLUMBER. UPON Tod s N Gz7 SOL7i ..:'.
ATTICS WITHOUT STORAGE I O PSI BY THE DRAWINGS AS SPECIFIED HEREIN,OR REASONABLY IMPLIED AS COMPLETION, THE PLUMBER SHALL PROVIDE A SOLDER DRAWING NO.
STAIRS 40'PSI (PER TABLE 301.5 RCNYS) NECESSARY TO COMPLETE THE WORK ^^ CERTIFICATE AS REQUIRED BY THE TOWN OF SOUTHOLD.
25. FASCIAS, SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING.
2G. INTERIOR TRIM SHALL MATCH EXISTING.
ISSUES/REVISIONS
HEAD OF THIS WINDOW @ ACCESS STAIR TO NON-HABIIIABLE
I G'-I I/2" 2'-O" 12'8"ABOVE SLAB 11
STORAGE AREA R= 7.G4',T 9.5"
25-0" 1'-10 112"
EXISTING FOUNDATION SAFETY GLASS
- — — — — — — — — – – WALL TO REMAIN– – – - p 12'G" 8'-8"
ANDERSEN TW2432 ANDER9EN TW2432 0
( r - - - - - - - - - - \ - - -2"X2'X I'D CONCRETE -- - -- - - — - -
- r
I I PROVIDE 1 2"#5 REBAR I I r---- PAD BELOW NEW SLAB — EXISTING GARAGE FOUNDATION
STORA E I
@ 11 8"OC DRILIfD AND I N i l I N
i ❑ i ROVIDE 12"#5 REBAR O c�
EPDXIED INTO EXISTING I
II II 1I II I I N PROVIDEI �I II 'jCRO I E
x
FOUNDATION WALL G° @ 18"OC DRLLED AND CT
DEEP EPDXIED INTO EXISTING METAL 13 M HANGER
10-4 I/2ON METAL I
FOUNDATION WALL G" POST
DEEP w _ p
HANDRAIUf UkPDRAIL HOLDERS v 1
-, - NUJ AROUND Lo IN �o
o `� OP NIONG IIII! STORAGE II -� O II 2 CONCRETEI -
lu
TO
— i ❑
L--_---J i I I Q — N LOFT
L��/j
s,I I I N — , EX 15T I N G GARAGE
(2) 2„ 8„ m �,
- - - - - - - - - - - - - - - - J - - - - - _ _
EXISTING FOUNDATION c�
CUT DOWN EXISTING STEPS A 3 NEEDFE L — — -
WALL TO BE REMOVED FOUNDATION WALL FOR NEW (2) 2"x I O" W/
DOORWAY stl plate.
N I I I I N
m LOWER NEW FOUNDATION OVERHEAD STORAGE LOFT PNEW 3068 DOORROVIDE 5IMPSON v
m I I WALL FOR NEW DOORWAY METAL BEAM HANGER
LOWER NEW FOUNDATION N _
N I I WALL FOR NEW DOORWAY I- -
O N W 3068 DOOR
SLAB ON GRADE
ROVIDE 12"#5 REBAR
@15"OC DI�JLLED AND
NEW 4"TH POURED CONCRETE EPDXIED
I I O ED WO EXIST NG
WITH
FOUNDATION
WAL�NIINFORCE[) i I FOUNDATION WALL G" v PROP05ED STORAGE WORKSHOP ADDITION
10 DEEP
2°x 10" RAFTERS ABOVE
EXISTING CONCRETE SLAB
cm
N @ I G' O.C.
I II I I � UNFIN15H DNINSIDE�
NEW FOUNDATION w I
I I WALL I I June 24,2015
I O z I
June 13,2015
- - - - - - - - - - - - - - - - - - - - - - - - - - +j i MAY 29,2015
ANDERSEN TW2432 ANDERSEN TW2432
24'-10 112' 25'-0"
THESE PLANS ARE AN INSTRUMENT OF SERVICE
I I I I AND ARE THE PROPERTY OF THE ARCHITECT.
INFRINGEMENTS WILL BE PROSECUTED
FOUNDATION KLAN
FLOOR PLAN � � � O 2018 ALL RIGHTS RESERVED
I I I I
Robert I. Brown
Architect, P.C.
20 Bay Ave. Greenport NY
in 0@ ribrownarchitect.com
631-477-9752
F — — — — — — — — — — — — — — — — — —
I
IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A
_ I I LICENSED ARCHITECT,TO ALTER ANY ITEM ON
— — — — — — — — — — — — — — — — — — — — — — - -- PROPOSED EXISTING THIS DRAWING IN ANYWAY. ANY AUTHORIZED
r I ALTERATION MUST BE NOTED,SEALED,AND
DESCRIBED IN ACCORDANCE WITH THE LAW.
ROOF SLOPE TO MATCH
EXISTING
FIBERGLASS ROOFING TO r`/fJ� AP,•J;,,
MATCH EXISTING
2" RATED SHEATHING II'
PLYWOOD I 2"X8" P, I G"OC
2'X8" @ I G-OC 2"X8" @ I G-OC t�
IANDRAIUGUARDRAIL
TO CODE (BALUSTERS
NOT SHOWN) -
I ( � CLIENT/OWNER
PAPADATOS GARAGE
°X4" FRAME WALL WITH CHAPEL LANE
2 RATED SHEATHING SOUTHOLD, NEW YORK
PLYWOOD. SIDING TO -
MATCH EXISTING -
( I I 3G° HANDRAILTiO CODE ao
_ _ _ _ _ CUT DOWN EXISTING
FOUNDATION WALL FOR NEW
I I LOWER NEW FOUNDATION DOORWAY PROJECT TITLE
R
WALL FONEW DOORWAY
STEPS AS NEEDED GARAGE ADDITION
RAGE GRADE L — J
O BOTTOM OF FOOTING SHAM FL'lDRAWING TITLE
BE MIN. 3' BELOW LOWEST PLANS
LANS
z
rn rn SECTION
L - - - - - - - - - - - - - - - - - - - - - - - - -I rn .J f- C T ( O N A ISSUE SCALE
REV. 14 DECEMBER,2018 114"=i-0"
RO O 1 PLAN DRAWING NO.
ISSUES/REVISIONS
PROPOSED EXISTING
ef
ASPHALT ROOFING TO MATCH EX15T1 NG
0
SIDING TO BE DETERMINED
H:R M]
AVERAGE GRADE
EAST ELEVATION SOUTH ELEVATION
MAY 29, 2015
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF THE ARCHITECT.
INFRINGEMENTS WILL BE PROSECUTED
O 2014 ALL RIGHTS RESERVED
Robert I . Brown
Architect, P.C.
Fairweather
De51gn A550GIate5, Inc.
205 Bay Ave. Greenport NY
admin@falrweather-brown.com
G31 -477-9752
IT IS 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
ALTERATION MUST BE NOTED, SEALED,AND
DESCRIBED IN ACCORDANCE WITH THE LAW.
CLIENT/OWNER
PAPADAT05 GARAGE
CHAPEL LANE
5OUTHOLD, NEW YORK
Ll
PROJECT TITLE
NEW 51DING TO MATCH EXISTING
GARAGE ADDITION
DRAWING TITLE
N O K T H E L E V A T I O N ELEVATIONS
WEST ELEVATION 5CALE•
5CALE• — - ISSUE SCALE
REV, 14 DECEMBER,2oi8 AS NOTED
DRAWING NO.
15SUE51 FFV15IONS
N/I
2"E S OF
MON. AIP77"u"I'l-D AS lMi ED NEW Y01F"K ST'i'l-ft-1 &TOWN CODES
6 -7 B.P ;u '4�W01,F_ - COND710INTS OF
MON. PND. CrTE: AS REQUIRED ANE,
PND. 2 0 RV'' I sourmm To VAV!'I—
D N0 DET. MENT AT
0 _:'02 Ll A%l TO 4 PM FOR THE
0 INSPECTION'& SULITH�n?(";;�.'!�TRiISTEE$
r'';DATION - TWOREQUIRED\Jqo -y-
0 POURED COINCRE"
I-I Lz
05G300IGH - FRAMII\,'G & PLUMBIN-0
414011W
...... !'.SZULATION
107-511 4. FINAL - CONSTRUCTION MUST
OCCUPANCY OR
FIE COMPLETE FOR C.O.
RUCTION SHALL MEET THE
0 ALL CONSTUSE IS UNLAWFUL
.1 — REQUIREMIENTS OF THE CODES OF NEW WITHOUT CERTIFICFi E
r YOR.�CSTATE. NOT RESPONSIBLE FOR
DES10
OR CONSTRUCTION ERRORS.
OF OCCUPANCY
0 1 rn
C_n
exi TING
tic 5e
W
-CTRICAL
2'-61 ELIE
112" 10 1/2'
"VH
N82°10'50"E
8 781 1 1 DRAINAGE CALCULATIONS: RETAIN STORM WATER RUNOFF
. Nr PyVML#I EXISTING GARAGE- PANEL DESIGN BASED ON SECT R301.2.1.2
MON.
ON. MD. 387.8 5F x . 17 = G5.9 CF REQD RESIDENTIAL CODE!OF NY5 PURSUANT TO CHAPTER 236
MON. PROVIDE (1) G' DIA. x 3'G" DRYWELL OF THE TOWN CODE.
0
(78.2 CF) 7/1 G" PLYWOOD PANELS
ADDITION:
MSTING
QGaarn�EG9 I .G SF x . 17 1 17.G CF R.EQD
2-1/211 #8 WOOD SCREWS
0 `�. PROVIDE (1) G' DIA. x 50' DRYvVELL @ I G" O.C. MAX.
........----------- 122.9 Cf)
IL
(4;)TW2432
N W DRYWELL#2
PANEL 0
IX15-IINPG
I.OUNVAT
C) PROPOSED I
STORY FRAME
0 ADDITION
Z-� PARTI L SITE FLAN
0
SCALE: 1 20'
MAY 29, 2015
THr-*5E PLANS ARE AN INSTRUMENT OF SERVICE
LOT COVERAGE: AldD ARE THf'. PROPERTY OF THE ARCHITECT.
LOT AREA: 75.402.4 S� • INFRINGEMENT5 WILL&I- FR05ECUTED
EXISTING STRUCTURES:1, 1 02014 ALL RIGHTSPlr,5rRvrD
2,7 1 6.7 SF/ 75,402. 3.G%
PROPOSED STRUCTURES:
: RESIDENTIAL GENERAL NOTES
3,409.7 5F / 76402_4,= 4.6% NAILING SCHEDULEI , TH15 PROJECT 15 CONSTRUCTION Of AN ADDITION TO SHALL Robert I - Brown
(PEP,AF* PA AMERICAN WOOD COUNCIL WFCM FOP, 27. FRAMING ELEMENTS: 39. THE CONTRACTOR H LL ODTAIN, SUBMIT, AND PAY FOP, Architect, F.C.
AN EXISTING GARAGE, A. ALL FRAMING LUMBER SMALL BE GRADE STAMPED DOUGLAS FIR- ALLPERMIT5, CERTIFICATIONS, LICENSES AND
ONE AND TWO FAMILY DWELLINGS 1995 SBC HIGH WIND EDITION) 2, THE HEIGHT Of THIS BUILDING AS DEFINED 13Y THE LARCH STRUCTURAL GRADE NO.2 OR BETTER. IN5FFCTIONS A55 REQUIRED BY LOCAL, STATE, AND
JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING RESIDENTIAL CODE NEW YORK STATE 15 19'-G'. FEDERAL AUTHORITIES, AND ANY OTHER APPUCA131 F ffairweather
THE FLOOR AREA 15 743,2 50.fT. FOR'THE EXISTING FIRST FLOOR, B ALL SHEATHING TO BE APA RATED, EXPOSURE 1, THICKNE55 AS INDICATED. JURISDICTION.
ROOF FRAMING AND 328.5 SQ,fT FOR THE NEW SECOND FLOOR. C ALL SUB FLOORING TO BE APA RATED 5TURD-I-FLOOR, EXPOSURE J, 40. FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANT, De516jn A55001ate,5, Inc.
RAFTER TO TOP PLATE (TOE-NAILED) 3 PER RAFTER 3. THE TYPE! Of CONSTRUCTION 15 TYPE V(13). 3/411 MIN. THICKNESS, TOOLS, AND SERVICES NECESSARY AND REQUIRED FOR
� 0 I I CEILING J015TTO TOP PLATE(TOE-NAILED) 3 PER J015T 4, ALL WORK SMALL CONFORM TO THE REQUIREMENTS OF THE 2007 D ALL HEADERS GI-O"AND OVER SHALL BE SUPPORTED WITH DOUBLE! PROPER AND COMPLETE INSTALLATION Or ALL NEW 205 Bay Ave. Green ort NY
CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP RESIDENTIAL CODE! OF N.Y.S. AND THE AF 4,PA WOOD FRAME UPRIGHTS, 9'-O" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING, p
qa CEILING J015T LAPS OVER PARTITION ((FACE-NAILED) 3 EACH LAP CONSTRUCTION MANUAL 1995 ,513CHIGH WIND EDITION BE A MIN. OF (2)2"x8" OR AS SHOWN ON DRAWING, BUT NOT LIMITED TO: CONNECTIONS TO PREVIOUSLY acimin@fairweather-L-)rown.com
E SOLID BLOCKING SHALL BE PROVIDED FOP,ALL J015T5 AND FLOOR INSTALLED ELECTRICAL SYSTEMS, WIRING, LIGHTING,
RIDGE STRAP (EACH END) 2 PEP,TIE 5, ASSUMED SOIL BEARING CAPACITY. 1,500 lb./Scl.ft. 63 1 -477-9752
2 BEAMS AS PEP, N.Y.S. CODE OR AS NOTED @ 6-011 O.C. MIN.. SERVICES, FEEDERS, DISTRIBUTION AND PROTECTION
0 BLOCKING TO RAFTER(TOE-NAILED) 2-6d EACH END G. CONCRETE TO BE! PLAIN, UNREINFORCED, 3,000 28 DAY TEST. EQUIPMENT, CONNECTIONS TO APPLIANCES,
R RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END 7. ALL FOOTINGS TO REST ON 12113ELOW VIRGIN, UNDISTURBED SOIL. PROVIDE 2"SPACE FOP,AIR CIRCULATION IN ROOF, GROUNDING, AND ALL INCLUDING ALL CONNECTIONS AND IT IS A VIOLATION OF THE LAW FOR ANY PERSON.
< WALL FRAMING 8. DE51GN LOAD CALCULATION ARE BASED ON: f DOUBLE FRAMING AROUND ALL OPENINGS (SKYLIGHTS,STAIRS, ETC.) DEVICES WITHIN THE SCOPE OF THE WORK AS SHOWN Ut,ILEc,?5 ACTMG UNDER THE DIPfCTION OF A
Z TOP PLATE TO TOP PLATE (FACE-NAILED) 2-1 Ca PEP, FOOT LIVE LOAD: AS PER TABLE R301.4, RESIDENTIAL CODE OF NEW YORK STATE. OR AS NOTED ON DRAWINGS. ON THE APPLICABLE DRAWINGS AND AS NORMALLY LICENSED ARCHITECT, TO ALTER ANYITEN1 ON
TOP PLATES A7 INTERSECTIONS(FACE-NAILED) 4-1 Ga J015T EA.51DEDEAD LOAD: CALCULATED AS PER R301.3 AS PEP,RCNY5. G DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR SPECIFIED IN THIS TYPE Of PROJECT AND INCLUDING THIS DKA%A4NG IN All'(WAY. ANY AUTHORIZED
STUD TO STUD (FACE-NAILED) 2-1 Gcl 24"O.C. SNOW LOAD: 45 PSI GROUND SNOW LOAD (AS PER FIG. P-301.2(5)RCNY5, AS NOTED ON DRAWINGS. CONNECTIONS TO PREVIOUSLY INSTALLED ALTEPATION MIL15T BE NOTED, SEALED, AMID
HEADER TO HEADER (FACE-NAILED) I G6:1 I G"O,C.ALONG EDGES SEISMIC DESIGN CATAGORY B. H ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED TRANSFORMERS AND ELECTRICAL DITRIDUTION DESCRIBED Itl ACCORDANCE WITH THEKY,
TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-1661,3-1 Gci.4-1 Gd PEP, 2x4, 2xG, 2x8 RESPEC WIND UPLIFT AND EXPOSURE CATAGOFY OC", FOR 120 MPH 3 SECOND GUST, GALVANIZED METAL CONNECTORS 13Y ft5IMTl5ONII OR APPROVED EQUAL. SYSTEMS.
I NAILING SCHEDULE SHALL BE AS PER N.Y.5. BUILDING CODE AS A MINIMUM, 41 . AL WORK 5MAH CONFORM TO THE REQUIREMENTS OF
BASED ON SITE OBSERVA ONS BY ARCHITECT BOTTOM PLATE TO FLOOR JOIST, BAND J015T, LOCATION LIVEDEAD DEFLECT LECT U MIT ALL 2"xG"STUDS SHALL RECEIVE 5 1 Od NAILS AT SILL AND PLATE. THE 2007 ELECTRICAL CODE OF NEW YORK STATE,THE!
BASED ON SURVEY OF END J015T OR BLOCKING(FACE-NAILED) 2-1 Gd PEP, MOT ALL EXTERIOR NAILS SHALL BE GALVANIZED, NATIONAL ELECTRICAL CODE, NEPA NO, 70-1984(NEC),
TOWN OF SOUTHOLD Ij st M. 40 L13 12 U360 LOCAL UTILITY STANDARDS, OCCUPATIONAL SAFETY AND 0 AF?
FLOOR FUMING 2nd fl. (SLEEP AREA) 30 LB. 12 L/3GO J PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 411 O.C. EXTERIOR EDGES HEALTH CAT(OSHA), THE NATIONAL ELECTRICAL
SUFFOLK COUNTY, N.Y. J015T TO SILL, TOP PLATE TO GIRDER(TOE-NAILED) 4-861 PER J015T ATTIC (STORAGE) 20 L5. 10 U360 MANUFACTURERS'
Gd NAILS @ 12' O.C. INTERMEDIATE. MANUFACTURERS'ASSOCIATION (NEMA)AND ANY OTHER
K ALL INTERIOR AND EXTERIOR FINISHES TO BE!SELECTED BY OWNER. o
1000-45-01-08 BRIDGING TO J015T(TOE-NAILED) 2-8d EACH END ROOF 20 L13. GROUND 5NOW 15 LE5. L/3GO L ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH APPLICABLE CODES. IN THE EVENT OF CONFLICT, THE
BLOCKING TO JOIST(TOE-NAILED) 2-8el EACH END MORE STRINGENT REQUIREMENTS WILL APPLY,
JULY 25, 198G 9. ELECTRICAL WORK TO CONFORM TO KE51DENTIAL CODE Of NEW YORK STATE GALVANIZED HURRICANE TYPE CONNECTORS BY"51MP50N"OR APPROVED
_t' BLOCKING TO 5ILL OR TOP PLATE(FACE-NAILED) 3-1661 EACH BLOCK 42. ALL PRODUCTS USED FOP,ELECTRICAL WORK SMALL
AREA= 1 .73 1 ACRES — AND THE NATIONAL ELECTRIC CODE, AND ANY APPLICABLE LOCAL CODES, EQUAL, FOR TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL
C) LEDGE STRIP 10 BEAM (FACE-NAILED) 3-1661 EACH J015T BEAR THE UNDERWRITERS LABORATORIES, INC. LA5LEL
O 0 10. PROVIDE SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS AS RfQ'D BY CODE, PERIMETER JOISTS TO GIRDER,CONNECTIONS.
JOIST ON LED'OE TO 13EAM (TOE-NAILED) 3-6 ci PER J015T AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH
3-1 G6;I PEP,J015T THEY WILL 13F INSTALLED,
13AND J015T TO JOIST(END-NAILED) I I . ALL r-XPC)5ffD WATER PIPING AND/OR HEATING DUCTS TO 13E INSULATED, 28, PROVIDE! 7/1 G" TH. PLYWOOD PANELS PRECUT TO FIT OVER NEW WINDOWS AND
5871,25120"w 0
BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-1661 PER FOOT 12, ALL CONSTRUCTION 15 TO BE IN ACCORDANCE WITH PREVAILING CODES DOORS, PANELS TO BE LABELED FOR EACH OPENING, PROVIDE FASTENERS IN 43, ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE
PERFORMED BY OR UNDER THE SUPERVISION OF A
104.791 ROOF SHEATHING AND STANDARDS. ACCORDANCE!WITH TABLE 1609.1.4 BLDG, CODE OF NEW YORK STATE. PROPERLY LICENSED MASTER ELECTRICIAN,
5TRUCURAL PANELS 8d (TABLE! 3.8) 13, ALL WINDOWS TO BE THERMAL INSULATED LOW-F GLASS, WITH ARGON GAS. 29. LOAD PATHS ARE INDICATED BY SECTION DRAVvING5, 44, THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR CLIENT/ OWNER
SUPPORT (5Eff NAILING SCHEDULE) BY THE LOCAL, STATE, AND FEDERAL AUTHORITIES,AND PAPADATOS GARAGE
PER DIAGONAL BOARD SHEATHING ALL PERMITS, LICENSES AND INSPECTIONS AS REQUIRED
14. THE ARCHITECT ASSUMES NO RE5POSIBILITY FOR THE CONSTRUCTION 30, CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH AN51/AF/*PA WCFM-I 995.
P RO POS If D
I"xGl' OR I"x8l 2-8ci P, MEANS. METHODS. TECHNIQUES, SEQUIENCES, OR PROCEDURES, OR FOP,I"x 10" OR WIDER 3_6d PER SUPPORT SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. 31. FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL ANYOTHER APPLICABLE JURISDICTION,
BE EPDM OR APPROVED RUBBERIZED MEMBRANE, 45. SMOKE DETECTORS IN CONFORMANCE WITH THE CHAPEL LANE
CEILING SHEATHING THERE ARE NO WARRANTIES, NOR ANY VERCHANTIBILITY Of fnE55 32. FLASHING AT ROOF CONNECTIONS, VALLEYS, CHIMNEYS ELECTRICAL CODE OF NEW YORK STATE AND THE
5 1 T E P L A N GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10"FIELD FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE AND CRICKETS SHALL BE ALUMINUM. RESIDENTIAL CODE OF NEW YORK STATE,THE NEPA SOUTHOLD, NEW YORK
PLANS. 33. STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS NATIONAL FIRE ALARM CODE NO. 72-1993 SHALL BE
WALL SHEATHING (TABLE 3.9) 15. CONTRACTOR TO VERIFY ALL DIMENSIOCSI BEFORE STARTING CONSTRUCTION. OF SLOPED AND VERTICAL SURFACES, EXCEPT STEP PROVIDED OUTSIDE EACH SEPARATE-91 FEPING AREA, IN
5TRUCURAL PANEL 8D DO NOT SCALE DRAWINGS. FOLLOW DIMENSIONS ONLY. FLASHING AND COUNTER- AND CAP- FLASHING SHALL BE EACH 5PLEEPING AREA, AND ON EACH FLOOR LEVEL,
FIBERBOARD PANELS USED AT INTERSECTION Of ROOF AND CHIMNEY,AND
7/1 G" GD 3"EDGE!/ G" FIELD 16. CONTRACTOR(S) SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT ROOF AND WALLS.
25/32" &D 3"EDGE/ G" FIELD SHOWN,L15TED, OR DESCRIBED ON THESE DRAWINGS SUBJECT TO 34. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERS PROJECT TITLE
GYPSUM WALLBOARD 561 coolers 7"EDGE/ 10" FIELD QUALIFICATIONS, CONDITIONS, OR EXCEPTIONS A5 NOTED. CONTRACTOR AND INSTALLED WITH THIN SET ADHESIVE.
HARDBOARD bd (TABLE 3.9) SHALL FURNISH ALL LABOR, 5CAFFOLDI�4G, AND TOOLS NECV55AKY TO 35. EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN GARAGE ADDITION
PARTICALDOAPD PANELS 561 (TABLE 3.9) COMPLETE THE WORK. MOORE! OR APPROVED EQUAL, APPLIED IN ACCORDANCE
DIAGONAL BOARD SHEATHING 17. CONTRACTOR SHALL DO ALL PATCMING!FEQUIRED DUE!TO REMOVAL WITH MANUFACTURER'S SPECIFICATIONS AND
I"xG" OR 1 HX80 2-861 PER SUPPORT OF EXISTING WORK AND/OR INSTALLATION Of NEW WORK. RECOMMENDATIONS. COLOR TODESELECTED.
I"X)0" OR WIDER 3-861 PER SUPPORT 18, ALL NEW WORK SHALL MATCH AND MEF FLUSH TO EXISTING WORK 36. PROVIDE!ALL LABOR, MATERIALS,TRANSPORTATION,
CLIMATIC AND GEOGRAPHIC CRITERIA
AS CLOSELYA5 POSSIBLE UNLESS OTHERWISE NOTED. EuirmENT, AND SERVICES NECESSARY TO COMPLETE:ALL
FLOOR LOO5 H EATH I NG 19. ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH NEW PLUMBING WORK REQUIRED BY THE DRAWINGS AS
GROUND SNOW LOAD 20 PSF (PEP,FIG. R301.2 (5)RCNY5) 5TRUCURAL PANELS MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. SPECIFIED HEREIN, OR REASONABLY IMPLIED AS DRAW11IG TITLE
WIND SPEED 120 MPH (PEP,FIG. R301.2 (4)RCNY5) I"OR LESS &a 6"EDGE/ 12" FIELD 20, CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS, APPROVALS NECESSARY TO COMPLETE THE WORK.
SEISMIC DE51GN CATAGORY 13 (PER SECT. 8301.2(2)RCNY5) GREATER THAN I" AND CERTIFICATE OF OCCUPANCY. 37, ALL FIXTURES, FAUCETS, ACCESSORIES, ETC. SHALL 51TF PLAN
WINTER DESIGN TEMP 1 1017 (PER TABLE N 1 101.2) DIAGONAL BOARD SHEATHING I Oci G"EDGE/G" FIELD 21. CONTRACTOR SHALL DEMOLISH PARTS OF EXISTING ROOF AS NECESSARY, CONFORM TO THE NEW YORK STATE!ENVIRONMENTAL
FLOOD ZONE ( N ,/A ) (PEP, FEMA MAP) I OXG11 OR I"x8" 2-861 PER SUPPORT AND REMOVE DEBRIS. CN5f!RVATION LAW WITH REGARDS TO WATER SAVING
FR05T LINE DEPTH 3G11 I"x 10" OR WIDER 3-8d PEP,SUPPORT 22. F-XI51TNG STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED AND CON5EVATION. ALL FIXTURES SHALL BE ON THE NOTF5
WEATHERING PROBABILITY 5EVERE (PEP,FIG. R3O I.2(3)RCNY5) AS NECESSARY DURING DEMOLITION AND CONSTRUCTION, APPROVED "LIST Of CERTIFIED WATER SAVING PLUMBING
23. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL FIXTURES" AS PUBL15HFD BY THE NEW YORK STATE
DESIGN LOAD CALCULATION5 (UNIFORM LIVE LOADS) NOTIFY ALL UTILITIES AND TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR DEPARTMENT OF ENVIRONMENTAL CONSERVATION.
ROOMS OTHER THAN SLEEPING 40 P.51 (PEP,TABLE 301.5 RCNY5) HOOK-UP, REMOVAL, OR CAPPING Of EQUIPMENT AS NECESSARY, 38, ALL WORK ON THE PLUMBING SYSTEM SHALL BE 155ug 5CALE
SLEEPING ROOMS 30 P51 (PEP,TABLE 301.5 RCNY5) 24, PROVIDE ALL LABOR, MATERIALS, TKAN!5PORTATION, EQUIPMENT AND PERFORMED BY OR UNDER THE SUPERVISION OF A June 13, 2015 A5 HoTrD
ATTICS WITH LIMITED STORAGE 20 P51 (PEP,TABLE 301.5 RCNY5) SERVICES NECESSARY TO COMPLETE AILL WOOD AND PLA511C WORK REQUIRED PROPERLY LICENSED MASTER PLUMBER. UPON
ATTICS WITHOUT STORAGE 10 P51
BY THE DRAWINGS AS SPECIFIED HEREIN, OR REASONABLY IMPLIED AS COMPLETION, THE PLUMBER SHALL PROVIDE A SOLDER DRAWING NO.
NECESSARY TO COMPLETE THE WORK. CERTIFICATE AS REQUIRED BY THE TOWN OF SOUTHOLD.
STAIRS 40 P51 (PEP,TABLE 301.5 RCNY5)
25. IASCIA5, SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING.
26. INTERIOR TRIM SMALL MATCH EXISTING.
I•`aSUFS; F;EV151OnR5
■
I G'-! 112" ,.»?�Q'. HEAD OF THIS WINDOW @
` 105"ABOVE SLAB
I'-10 1112
EXISTING FOUNDATION i 12'-G"
WALL TO REMAIN '
8' 8'
---------------------------------� � iA DERSEN 'fW2432 ANDERSENTW2432
EXISTING GARAGE FOUNDATION - -
I I I @018itRv1 OCDE IDRILLED AND — I
I EPDXIED INTO EXISTING I I ROVIDE 12"#5 REBAR �' a
I I I DEEP FOUNDATION WALL 6° I IAND
OXED NpO"OCLLED EX ST NG STORAGE 11, i
DEEP
I
I I I I I I
FOUNDATION WALL G - I
z Ln u I i�
f II
I I I
EXISTING FOUNDATION
I WALL TO BE REMOVED I I I I _ _ EX15T1 NG GARAGE
L - - - - - - - - - - - - - = = JJ - - - -- - - - - - _ --
I I CUT DOWN EXISTING STEPS A NEEDS —
R� I I FOUNDATION WALL FOR NEW (2) 2"x 10" W "5tl plate.
DOORWAY -
i I NEW 3068 DOOR
LOWER NEW FOUNDATION - VERNEAD STORAGE LOFT {
�n n� WALL FOR NEW DOORWAY
� LOWER NEW FOUNDATION —
c� I I WALL FOR NEW DOORWAY
U W 3068 DO
ROVIDE 12"#5 REBAR SLAB ON GRADE -------- --
@ 18"OC DRILLED AND
I I NEW 4"TH POURED CONCRETE I I EPDXIED INTO EXISTING
I I FOUNDATION WALL REINFORCED I I FOUNDATION WALL 6" PROPOSED STORAGE WORKSHOP ADDITION
I I WITH GXQ 1 OX 10 WWM I
2"x 10" RAFTERS ABOVE
I EXISTING CONCRETE SLAB
I I N @ IG"O.C. I
1 61
-T T I
II
u-' 2"X 4"FRAME WALLS I NEW FOUNDATION I w UNFINISHED INSIDE
1 I WALL I i7 z
I - - - - _. — - -- - - - - - - - - - - - - - �
June J � r
_-----------------------------_1 -I _ �i, �Q .�
I
L- — — — — — — — — — — — — — — — — — — — — — — — — -- — - -- r MAI'20. 2015
i
I
('� / ANDERSEN TW2432 ANDERSEN TW2432
2 4'-1 Q 1/21l I - [)51_('111 1 I-I " I (y I-' Ill I C ; THESE PLANS APE AN IIJ57RUMENT OF SEFVIC,F°
II I AND ARE THE PROPERTY OF THE ARCHITECT.
LOOK
l I INFRII•IGEMUNT5 WILL BE PROSECUTED
EOLJ N DATI ON PLAN
� OO R PLAN
LAN I I I ®?Q14 ALL RIGHTS R;5>;RVFD
� I~
Robert I . Brown
Architect, P.C.
Ealrweather
Design A55001ate5, Inc.
205 Bay Ave. Greenport NY
admin@talrweather-brown.com
— — — — — — — — —
r - - - - - - - - - G31 -477-9752
IT 15 A VIOLATION OF THE LAW FOP,ANY PCR50N.
I UNLE55 ACTIIIG UNDER THE DIP.ECTION OF A
LICENSCD ARCHITECT, TO ALTER ANY ITD.,4 ON
r- — — — — — — — — — — — — — — — — — — — — — — — - - THIS DRAWING
' IN ANY WAY. ANY AUTHORIZED
I U/ ALTERATION MUST 5E NOTED., 5EALED, AND
I — DC'5CRIBED II,J ACCORDANCE VMTI-I THE LAW.
ROOF SLOPE TO MATCH
EX I STING �-
FIBERGLASS ROOFING TO PEO ARC
MATCH EXISTING �L� y.B tiir�
I Q�
f �P Ao
° RATED SHEATHING sp
I PLYWOOD i 2"X8" 1 G"OC
I 278" @ I G"OC
2"X8" @ I G-OCLl
CLIENT/OWNER
_ PAPADATOS GARAGE
I CHAPEL LANE
11X4" FRAME WALL WITH -
2" RATED SHEATHING `J" OUTHOLD, NEW YORK
PLYWOOD. SIDING TO
MATCH EXISTING ;
I I
L - - - - - - - - - - - - - - - - - - J CUT DOWN EXISTING
FOUNDATION WALL FOR NEW
I I LOWER NEW FOUNDATION DOORWAY PROJECT TITLE
WALL FOR NEW DOORWAY
( ( GARAGE ADDITION
BOTTOM OF FOOTING SHALL F"LDRAvV11JG TITLE
BE GRADE. 3'BELOW LOWEST PLANS
SECTION
- - - - - - - - - - - - - - - - - - - - � #�! SECTION A
I55UE SCAL)
June 24, 2015 1;4°
NO.
R00f PLAN DF�A�.irJG
ASPHALT ROOFING TO MATCH EXISTING
EAST ELEVATION 50 UTH ELEVATION
5CALE: 1 /6" P-011
1',11AY 2e, 2015
THF5E PLAH5 ARE AN IfI5TFlJk1ENT OF 5F-K\/ICr--
AND APE THC PROPEPTY Or THE ARCHITECT.
INFRINGEMErIT5 WILL DE PROMCUTED
0 2014 ALL KI Gh T5 PJ-?SERVED
Robert I . Brown
Architect, P.C.
fairweather
Design A5500atC5, Inc.
205 Day Ave. Greenport NY
aclmin@t,airweather-brown.com
G31 -477-9752
IT 15 A VIOLATION OF THE' Lj%�M FOR ANY Pr-P,50N,
UHLE55 ACTING UNDEK THE DIRECTION OF A
LlCrNF)F-[) ARCHiTrCT, TO ALTER ANY ITE 4 ON
TH15 DPA!6,11NG IN ANY WAY. ANY AUTHORIZED
ALTF-P,ATION MUST DE NOTED, SEALED, AND
Dr-5CRIBED IN ACCORDANCE kPITH THE LA�
ED An
1.8
A
CLIENT OAMIJER
PAPADATOS GARAGE
CHAPEL LANE
SOUTHOLD, NEW YORK
NEW SIDING TO MATCH EXISTING PROJrCT T ITLff
GARAGE ADDITION
DPAVVII-IG TITLE
NORTH ELEVATION ELEVATION5
WEST ELEVATION
5CALE: I /6"= I '-011
5CALE: 1 /5"= 1 9 155LJE 5CALE
June I 201 5 A5 NOTED
D P'Wi N G NO.
NA
A