HomeMy WebLinkAbout47425-Z roFFol y Town of Southold 11/30/2022
P.O.Box 1179
CM
C*
• M.53095 Main Rd
y`hpl r Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 43496 Date: 10/15/2022
THIS CERTIFIES that the building COMMERCIAL
Location of Property: 46950 CR 48, Southold
SCTM#: 473889 Sec/Block/Lot: 55.-5-11
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
10/8/2021 pursuant to which Building Permit No. 47425 dated 2/7/2022
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:
alterations, additions and repairs to existing business building as applied for.
11/30/2022 Corrected for Certificate of Occupancy number only.
The certificate is issued to Mermaids Rock LLC
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 47425 7/8/2022
PLUMBERS CERTIFICATION DATED 8/15/2022re ory Niss
000 Signature
Town of Southold 10/15/2022
P.O.Box 1179
53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 00446 Date: 10/15/2022
THIS CERTIFIES that the building COMMERCIAL
Location of Property: 46950 CR 48, Southold
SCTM#: 473889 Sec/Block/Lot: 55.-5-11
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
10/8/2021 pursuant to which Building Permit No. 47425 dated 2/7/2022
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:
alterations, additions and repairs to existing business building as applied for.
The certificate is issued to Mermaids Rock LLC
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 47425 7/8/2022
PLUMBERS CERTIFICATION DATED 8/15/2022 CG\goryNisa
u o iz Signature
o�SufFoi,��oTOWN OF SOUTHOLD
BUILDING DEPARTMENT
z TOWN CLERK'S OFFICE
"oy • �� SOUTHOLD, NY
dol � Sao
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#: 47425 Date: 2/7/2022
Permission is hereby granted to:
Mermaids Rock LLC
217 Monsell Place
Greenport, NY 11944
To: Construct alterations, additions and repairs to existing business building as applied for,
with Planning Board approval.
At premises located at:
46950 CR 48, Southold
SCTM # 473889
Sec/Block/Lot# 55.-5-11
Pursuant to application dated 10/8/2021 and approved by the Building Inspector.
To expire on 8/9/2023.
Fees:
'COMMERCIAL ADDITION/ALTERATION $454.00
CO-COMMERCIAL $50.00
Total: $504.00
Building Inspector
pF SO!/r�Ql
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 �Q sean.devlinatown.southold.ny.us
Southold,NY 11971-0959 QlyCOUN�,�„�\
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Mermaid Rocks LLC
Address: 46950 CR 48 City, 55 St: 5 zip: 11
Building Permit#: 47425 Section: 55 Block: 5 Lot: 11
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Vue Electric Inc License No: 5230ME
SITE DETAILS
Office Use Only
Residential Indoor X Basement X Service
Commerical X Outdoor X 1 st Floor X Pool
New X Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 50 Ceiling Fixtures 11 Bath Exhaust Fan 2
Service 3 ph Hot Water 30A GFCI Recpt 9 Wall Fixtures 4 Smoke Detectors
Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 46 CO2 Detectors
Sub Panel A/C Blower 3 Range Recpt Ceiling Fan Combo Smoke/CO 6
Transformer UC Lights Dryer Recpt 30A Emergency Fixture Time Clocks
Disconnect Switches 22 4'LED 3 Exit Fixtures 4 Pump
Other Equipment: Ice Maker,
Notes: Commercial Office
Inspector Signature: Date: July 8, 2022
S.Devlin-Cert Electrical Compliance Form
S
Q��oF s017T�ol
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959
BUILDING DEPARTMENT E C E U E
TOWN OF SOUTHOLD
AUG 16 2022 DID
BUILDING DEPS:
TaGN OF SOUTHOi D
CERTIFICATION
Date:
Building Permit No.
Owner: �, [`.� i I� c���qgo
1 (Please print)
Plumber: 4367t'
(Please r nt)
I certify that the solder used in the water supply system contains Iess than 2/10 of 1%
lead.
Wers:S��ig7n�ature)
Sworn to before me this 1�
day of41, 20 22
Notary Public, County
TRACEY L. DWYER
NOTARY PUBLIC,STATE OF NEW YORK
NO.01 DW6306900
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,2(@1p
Ut'
Fiat souryo� be
_ .� r SA:;
Li q - d
# # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
-1 N S,PE C TI O N =
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[: ] FOUNDATION 2ND [ ] INSULATION/CAULKING "
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
-
9
DATE INSPECTOR
TT
lt4g so
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802 -j- Li
y_ .I NSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND ' = - ` [ ]- INSULATION/CAULKING
[ ] FRAMING /STRAPPING [`1 FINAL
[ ] FIREPLACE & CHIMNEY FIRE-SAFETY INSPECTION`
] FIRE RESISTANT CONSTRUCTION [ ] FIRE'RESIST-ANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: ANAL - . sxf i5ry
no e liownd
�p
Vtz
r L r,1114 �_ yr tJ `8 L)6" pl c • _ /S '
DATE LZ f- INSPECTOR
-7
OF S0!/Ty� ! V SO-
4 ----
# # TOWN OF SOUTHOLD BUILDING DEPT qS
`ycou631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[- ] CODE VIOLATION ] PRE C/O [ ] RENTAL
REMARKS:
DATE 2,2, INSPECTOR
OF SOUlyolo
TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I LATIOWCAULKING
[ ] FRAMING /STRAPPING [ FINAL CCMV\ ,
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: l �v
Mv,
t� -�j
DATE INSPECTOR M4
Rocket Insulation',LLC(367) Job Number: 5645077
40 Haynes Court
RONKONKOMA,NY 11779
Insulation Certificate
Insulation is installed in the structure described below as follows:
Work Area Item Installed Bags I Sq Feet
Rim Joist BASF Spraytite Comfort Closed-Cell 2"R-13.20
BASF Spraytite LWP-L Closed-Cell Drum Set
(1000.45 lbs.)
Foam Seal Door And Windows CF812 Foam Sealant
CF812 Foam Sealant
Crawl Space Ceiling Dernilec Heatlok HFO Summer 4"R-30.00
Closed-Cell Foam
Fire Caulking Intumescent 814, Rockwool FS-ONE Max Firestop Sealant(20 oz. Foil)
2X4 Exterior Walls R-15 15"x 93"-Kraft-Wood Framing
Basement Ceiling W/17"Insulation R-30 16"x 48"-Kraft-Wood Framing
Supports
"Fiberglass blow has no settling factor for R-values
Job Name: 46950 Middle Road,Southold,NY 11971
Job Address: 46950 Middle Road
SOUTHOLD,NY 11971
Date Completed:
Insulation By:
OFFICE LOCATION: MAILING ADDRESS:
Town Hall Annex ®� ®U P.O. Box 1179
54375 State Route 25 ®�� ��®� Southold, NY 11971
(cor. Main Southold,Ygs Ave.)
NY Telephone: 631 765-1938
www.southoldtownny.gov
CA
0UNTil
PLANNING BOARD OFFICE
July 28, 2022 TOWN OF SOUTHOLD
Mr. Gregory Nissen
217 Monsell Place
Greonport, NY 11944
Re: Approved Site Plan for Water Dynamics Corp. Storage Building
46950 County Road 48, Southold SCTM#1000-55.-5-11
Dear Mr. Nissen:
The Planning Board has found that the requirements for the above-referenced Site Plan
have been completed as approved based on the site inspection made July 22, 2022 and
the Planning Board work session on July 25, 2022. This site is in general conformance
with the approved site plan .entitled "Nissen Planning" prepared by Anthony Portillo,
R.A., dated January 7, 2021; and, the Planning Board supports the issuance of a
Certificate of Occupancy. Any changes during construction on site are identified on the
as-built site plan submitted.
This letter does not condone any changes from the approved site plan and approvals
from other agencies; Planning Board approval is required prior to any significant
changes to the site.
If you have any questions regarding this Site Plan or its process, do not hesitate to call
this office.
Respectfully, t
Brian A. Cummings
Planner
cc.'Michael Verity, Chief Building Inspector
LA �S
A M P Arch i t e ct u re Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952
Phone:(631)603-9092
Design + Build
September 26, 2022
RE: Nissen
46950 CR 48
Southold, NY 11971
To Whom It May Concern,
Based on my inspection at 46950 CR 48 Southold,the rough plumbing, insulation and fire caulking in the
main building were all completed and installed per NYS Building Code.
Please contact our office if you have any questions.
Thank you,
Anthony Portillo, RA, LEED AP
�ED'4R
N9T 037405 yrj�
OF N Ey�1
SEP 2 9 2022
_. .ILD: _2 J
e e t • .� . t . e t t
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INSULATION
.
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TOWN OF SOUTHOLD—BUILDING DEPARTMENT -94.
Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959
-1802 Fax(631)765-9502 https://www.southoldtownny.gov
(631)765 ov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only ECEHE
PERMIT NO. Building Inspector: OCT - 8 2021
"ApplDD
f�`, BUILDING DEPT
lJ61illed,out.;�KA.6
I I nsand'f
grqppfqtvpcp pl,ete
TOWN OF SOUTHOLD
applications will;not be accepted Where the 0440#-ls,nbtili owner,-,
Authorization onCAM111P
riza rnIftk6 2 shall I&d.
Date:
Name:
SCTM#1000
Project Adcrress!
Phone#: 1@ L Email:14_
Mailing Address:V '9�
A .
��NT CrKi�6N'
Name: 8-tre-A
Mailing Address:
Phone#: Email:
ORMA,T-ION--.
,PFSIGkPROFt
Name:
Mailing Address:
Phone#: Email:
-.CONTRA_CTO
Name:
Mailing Address:
Phone#: Email:
9st-kot'loti-,"OF IRROPOSEVCONSTRUCTI
0 New Structure DAddition 1%'Alteration QKepairE)Kemolition Estimated Cost of Project:
Elother
Will the lot be re-graded? OYesKA--'N'o Will excess fill be removed from premises? E]Yes No
PROP.ERTY,INFORMATION
Existing use of p Intended use of property:
Zone or use district in which premises is situated: Are there any covenants d restrictions with respect to
this property? DYes isro IF YES, PROVIDE A COPY.
Check BqxAfter-,R6dl .Water
-61[drairia ffiissues-;i�provided by ,
--�' :,�,�
Rog: 40s11gn,professiidnaljs respdnsibI61qr 11 geandstor
Chapter 236 of the-Town-Code.r APP_$
1cATIONSHERESYM thkj§suaficwdf.98ti Building t uiii16 46ne-,
'din-housq� j'f the
Town of Southold;.Suffolk;County New York and other applicable Lainis,Ordinances or Itegulatwns,for the:construction of buildings,
ra
c�
additions;, a
Q code a
punishable
b a,a Class
Application Submitted By(print name): 0Authorized Agent caner
QA
4-V
Signature of Applicant: A
Dv--
STATE OF NEW YORK)
SS:
COUNTY OF
Ar-,PCeX,--*A q.') being duly sworn,deposes and says that(s)he is the applicant
(Name of in_&duali *ning contract)above named,
�g "
(S)he is the I/L NJ
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief, and
that the work will be performed in the manner set forth in the application file therewith.
Swor4before me this
_day of DG to 20-54—
Notary Public
Jacob
M.
Grier
OPER
TY OF NEW YO
0 0 1 6
—J 7L 9 1 r
acob M. Gher
NOTARY PUBLIC,STATE OF NEW YO OPERTY OWNER AUTHORIZATION
Registration No.01 GR639r9l 26 Where the applicant is not the owner)
, County
Qualified in Suffolk county
Oto r 1
Cmmlssion Expires October 15,20�
residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
OFFICE LOCATION: MAILING ADDRESS:
Town Hall Annex OF S0(/ P.O.Box 1179
54375 State Route 25 O�� TyOI Southold,NY 11971
(cor. Main Rd. &Youngs Ave.) h Q
Southold,NY Telephone: 631 765-1938
www.southoldtownny.gov
0 • �Q
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
MEMORANDUM
To: Michael J. Verity, Chief Building Inspector
Nancy Dwyer, Permits Examiner
From: Brian Cummings, Planner (i
6011
Date: November 3, 2021
Re: Site Plan for Water Dynamics Corp: Storage Building
46950 County Road 48, Southold SCTM#1000-55.-5-11
The Planning Board refers this application to you for your information, comments,
review, and certification, if applicable.
This site plan is for the proposed conversion an existing 1,303 sq. ft. building to a water
testing and filtration business; including the construction of a 988 sq. ft. storage building
on 0.28 acres in the General Business "B" Zoning District. The property is located at
46950 CR 48, Southold.
Thank you for your cooperation.
Encls: Site Plan Application
Site Plan
OFFICE LOCATION: MAILING ADDRESS:
Town Hall AnnexP.O. Box 1179
54375 State Route 25 o��OF SO(/r�ol Southold, NY 11971
(cor. Main Rd. &Youngs Ave.) '`
Southold, NY Telephone: 631 765-1938
www.southoldtownny.gov
O �O
gum,�
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
January 25, 2022
Mr. Gregory Nissen
217 Monsell Place
Greenport, NY 11944
Approval -Water Dynamics Corp. Storage Building
46950.County Road 48, Southold SCTM#1000-55.-5-11
Dear-Mr:.Nissen:
Thi; : Ilov►ring;'resolutions.were_adopted at a meeting of the Southold Town Planning
Board on_Monday, Janua . 24.,,,2022, 2021:
WHEREAS,,this site plan iss-for the proposed conversion an existing 1,303 sq. ft.
building to a water testing and filtration'business; including the construction of a 572 sq-. .
ft. storage building on 0.28 acres in the General Business"B' Zoning'.District;:and
WHEREAS, on August 30, 2021, GregoryNissen submitted an amended Site Plan
Application for review; and
WHEREAS, on September 27, 2021, the Planning Board accepted-the application as
complete for review; and
WHEREAS, on October 4, 2021, the Southold Town Planning Board, pursuant to State
Environmental Quality Review Act(SEQRA) 6 NYCRR, Part 617.5(c), determined that
the proposed action was .a Type II Action as it falls within the following description for 6
NYCRR, Part 617.5(c)(9) construction or expansion of a primary or
accessory/appurtenant, nonresidential structure or facility involving less than 4,000
square feet of gross floor area and not involving a change in zoning or a use variance
and,consistent with local land use controls, but not radio communication or microwave
transmission facilities. The action is for the interior conversion on an existing building
with no footprint expansion, and the addition of a 572 sq. ft. garage; and
Water Dynamics Storage Page 12 January 25, 2022
WHEREAS, per the agreement with the SC Planning Commission, this action is a
matter for local determination because it is a site plan application proposing less than
5,000 square feet of new or renovated floor, and does not require a referral to the
Commission; and
WHEREAS, on November 1, 2021, a Public Hearing was held and closed; and
WHEREAS, on November 3, 2021, the Planning Board; pursuant to Southold Town -
Code §280-131 C., distributed the application to the required agencies for their
comments; and
WHEREAS, on November 4, 2021, the Southold Town Code Enforcement officer
verified that there were no open violations on the subject parcel;
WHEREAS, on November 5, 2021, the Southold Town Fire Inspector reviewed and
determined that there was adequate fire protection and emergency access for the site;
and
WHEREAS, on November 10, the Southold Fire District determined there was adequate
fire protection for the site; and
WHEREAS, on November.-17, 2021, the Town of Southold Local Waterfront
Revitalization Program Coordinator reviewed the proposed project and determined the
project to be consistent with Southold Town LWRP policies with recommendations to
the Planning:Board; and
WHEREAS, on January 11, 2022, the applicant submitted a revised Site Plan for
review; and
WHEREAS, on January 20, 2022, the Southold Town Engineer reviewed the revised
site plan and determined that the application met the minimum requirements of Chapter
236 for Storm Water Management; and
WHEREAS, on January 20, 2022, the Southold Town Chief Building Inspector reviewed
and certified the proposed use as a permitted use in the Business (B) Zoning District;
and
WHEREAS, at their Work Session, held on January 24, 2022, the Southold Town
Planning Board reviewed the proposed Site Plan and determined that all applicable.
requirements of the Town Code site plan regulations, Article.XXIV, §280 Site Plan
Approval were met; therefore be it
RESOLVED, that the Southold Town Planning Board has determined that this proposed
action is consistent with the policies of the Town of Southold Local Waterfront
Revitalization Program; and be it further
r �
Water Dynamics Storage Page 13 January 25, 2022
RESOLVED, that the Southold Town Planning Board hereby grants approval with
conditions of the site plan entitled "Nissen Planning" prepared by Anthony Portillo,
R.A., dated January 7, 2021, including pages 1 & 2, and authorizes the chairman to
endorse the site plan.
Conditions:
1. Commercial vehicles and vehicles displaying company logos are prohibited from
parking in front of the building. They must be parked in the rear of the property.
2. Any exterior lighting fixtures that are not shown on the approved site plan require
Planning Board review and approval.
3. The Town Engineer must be contacted prior to beginning site work. Proposed
storm water run-off containment systems must be inspected by the Town
Engineer at the time of installation.
4. Landscaping requirements:
-. a: Drought-tolerant native-species; -
b. Use only organic fertilizer or pesticides:
In addition, please be aware,of the following Town'Code requirements:
•. Approved site plans are valid for eighteen months from the date of approval,
within which time all proposed work must be completed, unless the Planning
Board.grants an extension,
• Any changes from the approved site plan shall require Planning Board approval.
• Prior to the issuance of a Certificate of Occupancy, the Planning Board must
inspect the site to ensure it is in conformity with the approved site plan, and issue
a final site inspection approval letter. Should the site be found not in
conformance with the-approved site plan, no Certificate of Occupancy may be
issued until the Planning Board approves the changes.
A copy of the Approved Site Plan is enclosed for your records. One copy will also be
sent to the Building Department and'the Town Engineer/Highway Department.
Water Dynamics Storage Page 14 January 25, 2022
If you have any questions regarding the above, please contact this office.,
espectfully,
Donald J. Wilcenski
Chairman
Encl.
cc: Building Dept. w/map
Town Engineer w/map
By signing this letter, the applicant acknowledges that there are Town Code
requirements and conditions, including those listed above, that must be satisfied prior to
the issuance of a Certificate of Occupancy.
Print name: , Applicant
�--
_Signature: ate:
OFFICE LOCATION: MAILING ADDRESS:
Town Hall Annex P.O. Box 1179
54375 State Route 25 Southold, NY 11971
(cor. Main Rd. &Youngs Ave.)
Southold, NY Telephone: 631 765-1938
NVV*rW.southo1dtownny.gov
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
November 17, 2021
Mr. Gregory Nissen
217 Monsell Place
Greenport, NY 11944
ReY Proposed Site Plan for Water Dynamics Corp. Storage Building
46950 County Road 48, Southold SCTM#1000-55.-5-11
Dear Mr. Nissen:
In response to your request submitted September 29, 2021 and the subsequent
Planning Board discuss'ion at their October 18, 2021 Work Session, the Planning Board
h id-f( 11- t -proceed with'interior work on the existing building-prior to---- --
_5 as agree o allow you o
Site Plan approval for the following:
New windows;
a Minor framing alterations;
0 Interior (basement) demo work
v Demolish existing rear deck
The Planningr Board would like to take this opportunity to remind you that this site
remains under Site Plan review, and that any improvements made prior to Site Plan
approval are at your own risk. The Planning Board's permission to proceed with the
specific work you request does not imply that an approval is.guaranteed. Nor will this
permission preclude the Planning Board from making necessary changes to the layout
or site elements that may affect the site design.
Please call the Planning Department at 631-765-1938 with any questions,,
Respectfully,
6A01A cum
Brian Cummings
Planner
cc: Michael Verity, Chief Building Inspector
Michael Collins, Town Engineer
,J
SOUTHOLD PLANNING BOARD - - --RECEIVED-�i
SITE PLAN APPLICATION FORM AUG 3 0 2021
'—�C,utn�::4if 'Town •
Site Plan Name and Location ` `Piano r,q Board
Site Plan Name: Application Date:
Suffolk County Tax Map#1000-3—'S-- - Other SCTM #s
�r
Street Address: ���,�(� [b.�p��:k 10 Hamlet:
Distance to nearest intersection: � �";
Type of Site Plan: ZNew Amended—Residential Zoning District
Owners/Agent Contact Information
Please list nwne, mailing address, and hone number or the people below:
Property Owner_ (11�r,,�„���
Street_ LekVLZJM&- ,,t
City •+ iat ;J 41 r (�,,JIF6-State_ Zip
Home Telephoned$ - rl � -`��� f Other
Applicant mo ;,gi dkA 4.0 113
Street
CityState t;', Zip ` ._
Home Telephone : y. ,- �' ' Other ~-
Applicant's Agent or Representative;
Contact Person(s)* _`_
Site Data
Proposed construction type: New Ga✓a j� ��' � �� e Agricultural
_ Change of use
Property total acreage or square rootage: 't. '�ac./sq. fI.
Site Plan build-out acreage or square footage: qe " ac./s9. ft.
Is there an existing or proposed Sale of Development Rights on the property? Yes No
If yes, explain:
Does the parce](s) meet the Lot Recognition standard in Town Code §280-9 Lot Recognition? Y_N_
If"yes", explain(and attach any necessary documentation— title report, subdivision approval, etc.)
Building Department Notice of Disapproval Date:
Is an application to the Southold Town Zoning Board of Appeals required? Yes No
If yes, have you submitted an application to the ZBA? Yes No
If yes, attach a copy of the application packet.
Show all uses proposed and existing. Indicate which building will have which use. If more then one use is
proposed per building, indicate square footage of floor area per use.
List all existing property uses:_ %6.1-'7
List all proposed property uses:_ w�- 5'T -
Other accessory uses: 1�p[�,1�r�J
Existing lot coverage: ` r tf`3 % Proposed lot coverage: .00 %
Gross floor area of existing structure(s): JkAfrL sq. ft. Gross floor area of proposed structure(s):__�jG���,(
Parking Space Data: # of existing spaces_? # of proposed spaces: Loading Berth: Yes
Landscaping Details: Existing landscape coverage. % Proposed landscauc coverall , ��
The project has a site plan pending with the Planning Board. Please see a copy attached with existing
survey. We are attempting to break the project into two phases:
Make Existing Building usable and make the envelope tight:
• There are couple windows with serious rot we want to repair and replace. We would like to
close in some of the large "store front" picture windows with more traditional double hung
windows. We are not a walk-in business and would prefer to not look like.it. Additional
Windows would be added as the picture demonstrates.
• Remove Salon Sinks and Salon partition %and %walls
• Remove basement partition.walls and remove basement bathroom and shower. Not sure what
this space was used for but it is moist and just needs to be returned back into a basement
without finishing's. We will use the space as storage only.
• Sort out HVAC, duct work is bad and not sure the system functioning
• Strip flooring and replace
• Replace kitchenette cabinets
• Paint interior and exterior
• Demo the unsafe deck on rear of building
A second permit would be applied for the following upon planning boards decisions:
• New rear entry deck
• New Garage .
• Front Area re-blacktop and removal of blacktop in the back
• Rear Drywells for garage roof catchment
• Landscaping and Grass per Planning Board Plan
Questions:
Do we need to make the existing structure ADA Compliant? le: Front Ramp, 36" Doors,ADA Bathroom
IL
DING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
down Hall Annex- 54375 Main Road - PO Box 1179
o • 'ap, SOO�ci�o�-O Southold, New York 11971-0959
low Telephone (631) 765-1802 - FAX (631) 765-9502
rogerr _southoldtownny.gov - seand(aD-southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: 3 tk 12--2—
Company
22Company Name: ile 'fie -kr vc k nC
Electrician's Name: to
License No.: 5-2-So - rnc- Elec. email:
Elec. Phone No: l ❑1 request an email copy of Certificate of Compliance
Elec. Address.: Y-'\•,-Y- �'-
JOB SITE INFORMATION (All Information Required)
Name: er i cA �aGIL
Address: (off V o o
Cross Street:
Phone No.:
Bldg.Permit 4 email:
Tax Map District: 1000 Section: Block: S Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Square Footage:
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 1-11 PhF-]3 Ph Size: A # Meters Old Meter#
❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead
# Underground Laterals 1 FJ2 n H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION �(
� 0
SUEfat �s"' �, ILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
�,-
C, �P 1 own,Hall Annex- 54375 Main Road - PO Box 1179
W
�So�c+ro�-O Southold, New York 11971-0959
p� 10,NO o Telephone.(631) 765-1802 - FAX (631) 765-9502
rogerrasoutholdtownny.gov - seand(a�southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: 3 t 12--2—
Company
2'ZCompany Name: i �� •` nG.
Electrician's Name:
License No.: 5-2 S0 - rrnc- Elec. email:
Elec. Phone No: bcS- F1 request,an email copy of Certificate of Compliance
Elec. Address.:, yk,.t-y Y
JOB SITE INFORMATION (All Information Required)
Name: r lL
Address: 4 (off So -t- Q,
Cross Street:
Phone No.:
Bldg.Permit#: c F email:
Tax Map District: 1000 Section: Block: S Lot:
—7711
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Square Footage:
Circle All That Apply:
Is job ready for inspection?: YES ❑ NO ❑Rough In 0 Final
Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On
Temp Information: - (All information required)
Service Size 1-11 PhF-13 Ph Size: A # Meters Old Meter#
❑New Service[:]Fire Reconnect[-]Flood Reconnect❑Service Reconnect❑Underground❑Overhead
# Underground Laterals Ell 2 H Frame M Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION �t
to /
�l�
PERMIT# Address:
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AND OR DATA OBTAINED FROM OTHERS
:AREA:12,552.23 SQ.FT. or 0.29 ACRES ELEVA77ON DATUM:
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON 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 7HE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE.
774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NO.T INTENDED .TO MONUMENT -THE-PROPER-TY-LINES-OR -TO -GUIDE -7 HE-EREC.77ON OF-FENCES, -ADDI-TIONAL S7RUC.TURES-OR-AND -0.7HER-IMPRO-VEMEN-1S -EASEMENTS
AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY
SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO: GREGORY NISSEN;
MAP OF:
FILED:
SITUATED AT:SOUTHOLD
TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC
SUFFOLK COUNTY,. NEW YORK or Professional Land Surveying and Design
i} P.O. Boz 153 Aquebogue, New York 11931
FILE #222-38 SCALE:1 "=30' DATE:MARCH 25, 2022 PHONE (831)298-1588 FAX (831) 298-1588
N.Y S LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk
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July 27,2021 1.Jonathan Hawkins 11.Vanduzer Appliance Company INC 19.Angelina.'Pere,z 1:2,000
2.Kenneth Norcress 12.S Cartselos LLC 20..Chester P Finne 0 0.02 0.04 0.09 mi
Parcel Data 3.John J.Quinn ---,,_..._11_.1, _
-'- -- 4.Robert Bohn 13.S Cartselos LLC 21.Michael W Drumm 0 0.04 0. 70 5 km
14. 2 Joes LLC
5.Kimberlie Jobes 15.Madeleine Schlaefer
6.Diane' McGunni le'RLiw g
7,Quad Enterprises CO LLC 16.Town of Southold
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9.Jemcap SD 1 LLC
18.George Brown
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PROPERTY OF SHIRK
ROLE BUILDINGS LLC
7' 1 21 S�T 8' HIS CRAM NG VAY NM
I RE REPRWUCm-OUT
EX(ERIOh LIGHT — j 8' EXTERIOR LIGHT OMEA RE BUILO_R AND
ONNER ARE RESPONSI-
BY OTHERS BY OTHERS BECONSTRUCTION
FLOOR PLAN DRAM BY I ALS
REVIEW.
f
r _EIVED SCALE: 316" = 1'0" REVISIONS
IS 3020211
2 21 DATE 5/26/21
SOLI OWn SITE NISSEN
Planning Board FLOOR PLAN
A , 1
L BUILDER
12
s �
0
=�W
28 CA PAIA7EU I U. o N
STEEL 13'X6- ZO
n
HLMIJED FASCIA
I I I I I
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24-q 46" 21 K 48 24"s 48" 1 3TU R
iWRM L PANE 1HLRYAI PANE THERMAL PANE 28 GA. 6 YRTR3
PCTJRE WINDOW PICTURE WINDOW PICTURE tNNCOW
II II II II II III � PAINTED STEEL
28 GA. PAINTED STEEL CORNER TRIM u flOCO
—��II CHED W1 IIWAILL��PANELS — I�
_�J_ - -1 U.11JLl1Jl JLILtl SCREWS. I I --- "o 0i-1 -
BACK SIDEWALL LEFT ENDWALL
SCALE: 1/8" = 1'0" SCALE: 1/8" = 110"
OWNER
28 GA PAINTED STEEL
12" RIDGECAP(VENTED)
T 28 GA.
12
5� 6*RAKE PINTEDSTRRIIMM Lu Z
2_8 GA PAINTED STEEL
SCREW
DOWN ROOF —ANELS 28 GA PANTED U
1111�1 11111111 I I I ANGLE 2 TRM Z O
I ' f III 1 =
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I I
OVERHEAD DOOR sD'I6.8-
S LITE N
C-
N DOOR
II I I
AN I IS ORATION SHOW
j -- BASE ON nus ORAVOF is THE
ANGLE POLE BUILDINGS
IN SHIRK
POLE BUILDINGS LLC
DR-OGRO MAY NOT
DE RCPRCN BUILDER
'ERBNT
CAN.. BUILDER h
OKNER ARE.D:!D,SIDtE
FRONT.SIDEWALL RIGHT E N D W AL L 10
vERlcr AU.oa�aiArns
GEFORE CONSTRUCTION
SCALE: 1/8" = 1[1" SCALE: 1/8" = 1'0" CRAW)BY ALS
REVIEW
7AUGRECEVED REVISIONS
DATE 5/26/21
3®2021 SITE NISSEN
ELEVATIONS
hclT—Town`
Planning Board n 4 2
BUILDER
L J
PAINTED RIDCECAP a NAILS ROOF4 ROOF PERUN 28 GA.PAINTED
21.TERIRE ROOF TRUSS PER TRUSS TRU STEEL ROOFING z
VENTED OR PAINTED SCREWS 28 GA SIRUCIURAL 3-3)'X720 2X4 ROOF \ RAKE IM O n
SEALTITE PAINTED STEEL 3– NAILS PURUN 'J
STRIPS I CLOSURE /2p'GA
ONOCENifli N 'X4' RAL 2X6 HEADDAROE TFaNfm � Q
TRUSS
4-3J')f.120 NOTCHED SCIiWS METAL SIDING yam O m
GALV"WEATERITTE .NAILS y
214 ROOF? PAINTED SCREWS OVERHEAD' GABLE TR
P.
B'ON CENTER
STRUCTURAL DOOR TRIM Fdcl iFUM
1¢ POST OVQiHFAp HEAD DOOR L:IN DOOR I ERSTRIP
ORK STRUOTUPAL
f2'RIDGE cAP YETAL SIDING R ROOF PURMN TRUSSSCREM TO POST OVERNGO DOOR OABLC OVERHANG i��
DETAIL ROOPINO iASTENERS FASTENINp DETAIL
CARRIER iASTCNER DETAIL HGO ER DETAIL DETAIL
scaE:T/z•-T'D• sr•.IP.�/z•-T'D• saJE T/z•-T•o' sr lc•T/z•-T'o• sauE:T/z•-1'0' sr lc•T/z•-ro.
_ PAINROOFING
TED su
2X4 ROOF PERLIN /WOOR JAMB 2X8 FACE BOARD
pAI•y,NA65 /X20 WALL PER TRNAIS RAF t�2 _ VE
CKC VANOESPANTED
Fl N VENTED
GALV.NAILS PUCE `4 NAIS PER A PAINTED SfEEl.. I NEL RODE TRU
EPCH SIDE POST FUJ TRIM
�8� TRU55 HETAL SIDING
SIDEW�L GIRT BLOCK TRUSS TO TIE BLOCK ENTR%DOOR TS•GYE%VERNANO
iASTENINO pETAh iASTENER OETALL JAYS DETAIL ORaI
SCALE 1 2'-1'0• SCALE 1/2'–1'D• SCALE 1 2'–1'0' SCAE:1 2'�1'0'
OWNER
28 GA PAINTED STEEL
INSTALLED
SCREW RS
SCREWS& WASHERS
2X4 BOTTOM CHORD
PERMANENT LATERA.
BRACING(SEE TRUSS
WG FOR SPACING) SIF IW Z
2XG SPF
2X4 2X4 OF DIAGONAL B CE
ROOF FACE BOARD FROM RDGEU E TO BOTH FABS IV^+ 0
URUNS 24.OC. PAINTED PRE–FNGINEFFtmy/ J
11 11
ROOF TRUSSES Z O
FASCW 18'OC.
\ VENTED /A Z
PRE-ENGINEERED ROOF \ PPNEu `u
TRUSSES 48'OC. PN SIF".
F&'TRIM N m O
2- 2X6 WIND UPUFT TIMMY4
2X10 MSR SIP TRUSS CARR] /1 SYP TRUSS CARRIERS INTO POST /\F �q
�/ Vd
2X4 SPF SIDEVALL GIRTS 24.OC.
N 3 PLY 2X8 CLU-LVA
POSTS 8'OC.TIP. WALL SPACING REGUIREMENTS:
T WALL BRACING 2B RA STRUCTURAL STEEL ON wroRunnO1 sHonN
RECUIREMENTS• PANELS INSTALLED TO EKTRIOR AWPA U1 TREATED POSTS a'OC.TIP. ON
OR-Nc is n¢
OF WAIL PURLINS WITH SCREWS PROPERTY OF SHIRK
2m SRRXTURN. POLE BUILDIN CS LLC
STEEL SIDING nnS DR—O M NOT
2X4 SPF WALL GIRTS 24'OC. P�-S�T� EE REPRMUCEO Wn1Q1T
WITH SCREWS PE ssON BUILOER nun
GRADE GRADE IS ARE RESPDVSELE
2XB PRESSURE TREATED UND TO WRPT NL DYENSDI3
6'-4000 PSI SYP SKIRT BOARD PRESSURE TREATED BEFORE CONSTRUCTION
GRADE(BDTTOM F1D00 2XBISKIRT BDAOONTRO CRAVN BY ALS
OF SKI D) OP'on(
� REVIEW
' 3/4
'. .ONE B4A5� ...'T..ER
PACTED...'.. REVISIONS
(OPRDNPL) BALIOILL j // / /////////12'–F4,RREHNi IN// RECEIVED
q�✓V py��rry {g �pyp
W_f4 RF"sR IN G7711PR /\ %\//\\/ /�%\\\//\/\\ TE OOUM \ G 13.,.`...�f.�..F.�3b✓/ (EE SIZE//////\/. //3000 PSI.CONCDNC \ ON FLOOR PLAN \\\/ /\/3000 PSF son.•/ / )' 9(SEE SIZE ON PLAN) / //\%/ .: / /
AUG e➢O ZU2� gTEENI55EN/27
IC n \M SECTIONS
TMPSECTIONFRAME ��\\�/ \\�/ // / TYPICAL FRAME y\ \\// Southo Town
i./i/i,/i,/i,/�:/i./n/i./n/ SECTION /,/i,/i/ Planning Board /�
(EN"'ALL
VIEW)DWALL VIEW) (SIDEWALL VIEW) H
SCALE: 1/4" = 1'0" SCALE: 1/4" = 1'0"
BUILDER
` BUILDING DESIGN NOTES AND DETAILS A48 CONCRETE FLOOR(OPTIONAL)
FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE _hip o
A4.1 GRADING & EXCAVATION SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN. _ ¢<M
FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY qqg STRUCTURAL DESIGN PARAMETERS
SURFACE WATER AWAY FROM BUILDING. FOOTINGS SHALL BE CIRCULAR (UNLESS
NOTED OTHERWISE) AUGERED TO THE DEPTH AND DIAMETER SPECIFIED, WITH ALL BUILDING USE= STORAGE m
LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED. USE GROUP=U la S
RISK CATEGORY I
A4 2 FOOTINGS EXPOSURE CATEGORY= C o. m
STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT HEIGHT& AREA LIMITATIONS=58 UNPROTECTED ^
FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR; OCCUPANCY LOAD=AS PER DESIGN
LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE TOTAL NUMBER OF FLOORS= 1 S^
FOLLOWED. DRY MIX CONCRETE HYDRATED IN.-SITU WILL BE USED UNLESS TOTAL FLOOR AREA (SO FT)=988
OTHERWISE SPECIFICD BUILDING VOLUME (CU FT)=14,200
A4.3 FRAMING STRUCTURE IS DESIGNED FOR ASCE 7-10 ULTIMATE WIND SPEED, VULT=130 MPH
LUMBER FOR SIDEWALL CIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE. (3 SECOND GUST) AND NOMINAL DESIGN WIND SPEED VASD=103 MPH.
LIMBER FOR SKIRTBOARD, POSES AND BEAMS SHALT. BE #2 OR BETTER SOUTHERN SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF
YELLOW PINE TiMBERVALUES FOR 3 PLY 2.X6 GLU-LAM :FB=2150, FC=2050 LUMBER
FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE ALL GROUND @48" BELOW GRADE UNLESS NOTED OTHERWISE
CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, 30 PSF(LIVE) MIN.SNOW, 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS
USE CATEGORY 4B AND SECTION 5 2) AND ASAE(ASABE)EP559, .60 CCA MINIMUM AND A410 APPLICABLE BUILDING CODES
S1AI-_ nEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP. THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES:
A4.4 ROOF TRUSSES 2020 BUILDING CODE OF NEW YORK STAIE AND ASCE 7-10
ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD,
COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE. A411 'D E S I,G N REFERENCES:
TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION
SPECIFICATIONS BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING AMERICAN WOOD COUNCIL 2018 NDS & WFCM 2018 FOR WOOD CONSTRUCTION
OF 120" OC OR AS REQUIRED PER ROOF TRUSS DESIGN. THE DESIGN PROFESSIONAL OF SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) WMER
RECORD HAS REVIEWED THE PRE—ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.11.1 AMERICAN NATIONAL STANDARDS(ANSI 117-2010)
&IBC 107.3.41 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS, SOUTHERN BUILDING CODE CONGRESS (SSTD10)
A4.5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS ASCE MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES >-
PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS Z
GEORGIA PACIFIC ENGINEERED LUMBER (EDITION 10) W Z
AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER
WITH UPLIFT BLOCKS WTH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND
UPIIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWNG IN A4.12 WARRANTY NOTES w o
ACCORDANCE WTH IBC SECTION 2304 91, 2308.101, AND 2308.106 ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR z O
A4.6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN
E-484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, IBC WIND BRACING WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND
REQUIREMENTS. IBC CONSTRAINED/UNCONSTRAINED POST REQUIREMENTS& POST TO ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC. c
FOOTING CONNECTION ALL FRAMING CONNECTIONS SHALL BE OF A SIZE AND DESIGN SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE: O
TO MEET DESIGN LOADS SPECIFIED NAILS USED IN .60 ACQ/CCA TREATED WOOD DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY (J�
SHALL BE 12D HOT DIPPED GALVANIZED, AS1M A153 PLATED 1 2 MIL SCREWS, ANDA STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES,
65 CLASS G 185 HARDWARE THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 ROOF PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS.
PERLINS IS 2. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 WALL GIRTS IS 3 THE SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE
MINIMUM # OF 12D NAILS IN 121" STRUCTURAL TIMBER IS 1 PER �" BOARD WIDTH ADDING ADDITONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN—TO'S, ATTIC &L w;cxManoN S 0.
STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS ON THS DRAW=4 THE
TRUSS CARRIER CONNECTION TO POST. 156'x4" GRK RSS STRUCTURAL SCREWS SCREW RROPERTY DF SHIRK
VALUES; LATF.RAL DESIGN VALUE-333 LB, TENSILE STRENGTH=139,000 PSI, SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING ROLE BUILDINGS LLC
FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS THIS CRAWNC MAY NOT
PULLOUT-2644 LBS, HEAD PULL THROUGH=825 LBS, MIN BENDING ANGLE=35' EE
NOT APPROVED BY A CERTIFIED ENGINEER ERwsswCEDW WT
A4 7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED Mm ME REVONsel£
ID VERIFY ALL DMENSCNS
WITH #9 WOODGRIP, a"' HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED BEFORE CONSTRUCTION
COLOR MATCHING SCREWS. FASTENERS SHALT. COMPLY WITH THE ROOFING & SIDING DRANK BY ALS
MFG'S REQUIREMENTS, METAL SIDING AND ROOFING SHALL BE WARRANTED REVIEW
#1 GRADE 80,000 PSI MIN TENSILE STRENGTH CORRUGATED 28 GAUGE PAINTED REVISIONS
ABM, STEEL PANELS GALVANIZED TO A MINIMUM OF G-100. g''y
METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT RECEIVED
EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT; DATE 5/26/21
BOTTOM EDGE OF STANDARD ROOFING MATERIALS AUG S O 2021 SITE-NISSEN
DETAILS
PlanSoung Town A 4 4
Planning Board
I I
i
DRYVVELL.DETAIL. ROOF DRA N AIDIAPITER DETAIL
=TD SCALE
SSEPRECAST STRUCTUIE NOTESFOR }-'L _
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Notes:
1"of rainfall = approximately 700 gallons per 1000 sq ft of roof over
One 8'x4' Ring holds 1263 gallons RECEI 'EO
2"of rainfall =approximately 1400 gallons per 1000 sq ft of roof over L�IAU2021Two 8'x4' Rings hold 2526 gallons =approximately 2.8"rainfallard
We will leave grass and gravel in back of lot maintaining permeable green space.
f �
South View From Building ;i',` �l�il Back Entrance' i.. Sign West View
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LED filament lamps
Proposed Outdoor Lighting — 46950 County 60 Watt replacements
Road 48 r;
4 LAMPS PLUS. 'a �7
Product Details
A i out,-.1,Ugh any I park Sky I S!yfF 5 1.159',
The Bayport Dark Sky outdoor light comes in a "; (-'•�°
rich bronze finish.
Additional Info:
529876,52;394; 539825.539809 SZ,A,
525856;539879
The Bayport Collection of exterior lighting offers
subtle,handsome styling.This design was
created according to Dark Sky standards for Earp}�{y�+ , Beam Profile
9 the nighttime preserving ni me environment.Bayport
P 9 YP r, ,..�,:
lights offer casual charm with a seaside feel.This q.
outdoor wall light features a bronze finish.
Illuminate your outdoor spaces with this simple,
distinctive fixture. t:
.-�a.a'+,,«a ::�f�3,a;�v�; �5�•m- tr�- ���
'r „6.•.:
• 7 3I4"high x 7"wide.Extends 8"from the 1:V
wall.
"�"L'`,wY" • Takes one 100 watt bulb(not included), t' Beam Angle:360'
Bayport Collection outdoor wall light from fg
Designers Fountain.
Bronze finish over cast aluminum
� }.ti,a�4,•w;�?'' �., .--
construction.
Dario Sky compliant.
t I
With an industrial or barn liyhok.o
• wet location outdoor rated.
LED Filament Lamps -A39-60W Replacement E ME
At
Bayport Collection Dark Sky 7 3/4"High
Outdoor Wall Light
Cf
glum .;'.:• - .'•8nlh. :,,:,� _ ",,."=' ~.,
=tiarnbes 3<tamOnscr an- <- „:.9>"tY.,a: cftf,'i 8nche4k :.firs. �'t7Pt ``• 'Pack
p baf ,.„... Type. BaLQ. V,• ,K3nirba <GGS-�' 'i Cnt
529876''.•7A19/C1lIID1Q6 I2M120V ;i 7 ' i A19 .E2b <:120'jiCfeai' i''2704K';'800.;80,f'4lfg'' `15K :045923299769
NOTES: Fixtures to be located near entryways. No overhead 529894` 7A191CL/LtD/E26/3KJ120V 7 A19 E26 120 Clear 3000K 800 8o 4118 15K ;45923298943 2416
528850<- '=7A191CLlt.ED/Q614K1120V"="° ; 7 "}:Ai9 :`:_E26`i;120<<;Ctear'.. 4000K ,1800.;'J80 }�4,176' ',•15K,�Od5923288500•:�2416 ':
parking area lighting.We will use the 539825 Bulb.
539825` 7.SA191AA'lIED/F26127KI120V 7.5 A19 E26 120 Soft Whit 2700K 800 80 4 1/8 15K 04S923399254 2416
Main Building 4 Fixtures =3,200 Lumens — ;. -.. --. . 639909`'” zsA1slSw)!ED/Q6!3Kn2o4 ``7s ,A19 E26:;;iao .
5rnzwhre•:.: aooKp sop,;90
w
59z339sos4'-z4tu
C f E, 598261 6.SA19,/SLVJLfDlQf:J27K/120V 6'S A19 E26 120 SitverCrwm 27001C 650 80 41%8 15K 045923098260 24J6
s J
=CECIT2096CR1Garage 4 Fixtures=3,200 Lumens %Cti ` "Z' c.+.' _..... - ,. ._....,............. ...
;.
f 539879`. 8A19/LED/9271CL112oV 8 A19 E26 120 Clear 2700K 800. 90 u1.. 1SK 045923298790, 2416
Total =6,400 Lumens _W.x._..._<..._...._ .. _ .. V.8 .._. _ -_
So,:trGk1 Co;tir ' 511356'.,."8A19lLED 927/S`V112oV.,_ ...',.,;8 -,,A19:: E2b .,i 120 i,Sott khlte-: 2700iC,:F800 ;90, x%s: €`•ISIt°+'-04S923i13567. '44/6"
` P`......C' Boar", i S11355% 9A19/LED1930/CL/120V 8 A19 E26 120 Clear 3000K 800 90 4'1. 1SK 045923113550 2416
n'Also 724 compliant:3 Sher coram ar0,180'heam angle:
Tawn b�Sauthald-- an•Revae
-�a�=;.., .. =•�x.;�='"�`'�' ', �°�� N:.�:� :.��x��as�:u
'roject: Nissen Renovation—.GNS Water Office Da#e:,, 2/1/2022
Adtli•ss 46950 CR 48 Southold .SCTM , 55-5-11
{„j� ,� ww !' "d..,"•;,,� ry' y'�y
lid :. t , ,tieI'ainefllesciripionr �` ." ■� ode`'Refer`n .
Item#1 Provide emergency electrical lighting in any electrical
equipment rooms/spaces. BC 1008.3.3
;Owl 4LOW �
x-117.
-tea-.
•
COMMITTED TO PERFORMANCE
American Architectueal Manufacturing Association ,
. . . . . . . .
Y'
Since 1936,fhe American.Architectu�al Manufacturers Association•(AAMA).haslstood as a sfrong•.
advocate for manufacturers and professionals in the fenestratiori industry.Today AAMA",stands as•a
representative of.both•the residential and commercial sectors. f
National Fenestration Rating Council
. . . . . . .
The National Fenestration Rating Council(NERC)is a nonprofit,public/private organization created by the window,door,and sky-
light industry.It is composed of manufacturers,suppliers,builders,architects and designers,specifiers,code officials,utilities,and it
government agencies.The NFRC has developed'a window energy rating system based on whole product performance.
NFRC ''
The NFRC label provides the only reliable way to determine the window energy properties and to compare products.The NFRC
label appears on all products certified to the NFRC standards and on all window,door,and skylight products which are part of the
Lim,
ENERGY STAR!program.At this time,NFRC labels on window units give ratings for U-Factor,Solar Heat Gain Coefficient(SHGC), National Fenestrations
Rating Council® K-
and Visible Light Transmittance(VT). ;
r
ENERGY STAR®
Mathews Brothers is proud to offer our customers products that have earned the government's ENERGY STAR®label.
iski
ENERGY STAR is agovernment-backed program that helps consumers identify the most energy-efficient products.Learn more at
www.energystar.gov.
s
r ENERGY STAR® Qualification Criteria
for Residential Windows
Northern
l Climate Zone
t ❑ i ;
North-Central 50.27 k
l•%; `,,�: Any Prescriptive t
=0.28 20.32 4
South-Central Equivalent
a �, s =0.29 20.37 Energy
Performance
® Southern =0.30 20.42
i" •�„
jNor�th-Centrel 50.30 50.40 ,
,r 50.30 50.25 .
Residential Windows,Doors,and Skylights:Version 6,0(April 7,2009) '. 1 I 50.40 50.25 Bru/h•itt•'F 9<,
9
t...
r,4
ENERGY STAR® Qualification
i Criteria for Residential Doors
Glazing Level � Facfor?•`.F fSFIGC?"' j
r 50,17 No Rating
50.25 50.17
50.30 North-Central :50.40
Southern 50.25 y,
South-Central
RtWh.hr.'F
S We r l l Ft aJ#
VERTICAL SLIn �.=
N LED - to s� �} �"= �:�• , � :,
Double-Hung Features
—me
N
- Deep pocketed head
with compression sea!
• � *,�`�`�s weatherstrip
� ,r }}i ( � •f
Top sash tilts in
y or easy 4
fcleaning
1 ,,.''�`�'S �� ,i:r '' �+'i�,rr-"' •:,"��`i r.;..�?r� ,,,� W�, ?r,i"r JJ`�$}-�i '�•;•'+•
� • Y�•}:,q.�� .�`' w'��'"�'��.•�� ^, }i'.ti �*t<. (#.�.y ,1a4�€=��/��•.iti'�,rv�t'`,' ".;{G-��Y'��•�'41' " ". F;u3
`;i�'+fi - � ���, '9.19a�rt�� • `'Ki��±��`:,��rZ_�•n i�s+, ., ,r,#�� �i 3 ;i'k �`.
;%'.il: j, .y, fua ,�.L .'.�..n:Jra' ��'.��� w4S�;'��,KW��a;�.*"'"�`..P%�t:�y ��„�i �W: �4,��'•.o• .,.,�,iS��'7✓t^.�a,�'�v�`2 .
; ! Top&bottom sash interlock
:..x.._D`ing tl`'',:•'',":,;:�dtr,ilq;;.,;;`. �I{:��1i. rails for added Standard features meeting
pile security&to minimize air 3/4"insulating glass with Duralite warm-ed e technologY/Low-E
,nfitration glassG]/Argon :aNs
gas fill.
Integral nailing fin [new construction only]provides air and water seal
30"Insulating glass
-anmg :;' ;: j ; .' ' withDuralite® around frame.(Frames come with integral nailing fin that can be easily
;. is pi,I• warm-edge technology removed for insert application.)
�i" Integral 3/4"J-channel speeds installation.
-; ;,,h5!opedsiiidrains Fusion-welded frame and sash for added strength.
:hon /, ;;;,,: water away from house
' f ' .:� Constant force balance system ensures easy sash operation.
z Hent �:�
White interior and exterior frame and sash with
color-matched hardware.
Pre-sloped sills for water runoff.
BetterVue'insect screen.
Single-Hung Features Additional features y
Noncorrosivehardware includes a lifetime'of $'
�P patented built-in
--J chonnel,srecessedinto trouble-free performance,no matter what the environment.
as.,er-•. t
i� ;:. frame,eliminating the cost of Cam-action lock action draws sashes closer for a tighter positive lock.
an add-on J-channel
! -, Integral interlocking meeting rail provides additional security
.�
;:drre I t Optional featuresi'1
r:ength
Desert Sand interior and exterior color with colored matched �.
i •::; t' '/a'Insulating glass hardware
l 1.• +;c6 with Duralite® t
'+ ,.'`s, '' warm edge technology Equal glass size on sash emulate traditional wood appearance.
. .} Jamb covers for a neater interior appearance.
f Grilles available as Grilles Between Glass or Simulated Divided Lites
eeper --------
�
s i' '—z —Fixedmeetingrailinterlocks J channel cover' *
G :1 t 3/4"Drywall return ';�..,;.,�., , •'�F' with operating sash to y
} : .I
t ,
minimize air infiltration - G.
Window
l `'•' ; Extension Jambs G.
i Window Opening Control Device!'ls
alrs,n--'� f l Exterior'trim/casing
.,rang "g�
`l Pediment Head(Rectangles only;not available for radius or polygon) ;i ;
Sloped sill drains "
' j Custom exterior color finishes '
waterawoy from house
:r
on•
br
1 One pane Low-E glass and one pane dear glass. >.
2 See pages 14-15 for additional.options.
3 Not available on Double Horizontal Slide or Awning. "
DOUBLE-HUNG WIND®W STANDARD SIZES
& ARCHITECTURAL DETAILS
Double-Hung Window Standard Sizes / Custom sizes available Replacement windows
Each window is custom built to your specifications.
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amSash Exposed Glassl2°/u14° °," 18°/1 20 22 24°/y 26°/,a 28°/a 30% 32% y 34°!,s 36% 38% 40%
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AWNING.WINDOWS STANDARD:.SIZES
&ARCHITECTURAL DETAIL
Awning Window Standard Sizes
Custom sizes available
591st". 7115e" Unit Size 231'/:" 35'/:" 41'/::' 47•%" 53%, 59%,
24V 30%' 'e
A3024.2 CA3624.2 AW .4- AW4218• `'" AW4818 AW5418 AW6018
m .tea
Mme.a :a'; ;;;;s ..•_ _
A3036.2 CA3636.2 'AW24 AW3620 A 4220 AW4818 AW5420 AW6020 ,
A
i
A3042.2 I ® ..�
CA3642.2
•y
AW2424 AW 3624 AW4224 AW4824 AW5424 AW6024 '
A A
43048-2 CA3648-2 Vent Layout ® ® 013
.._i._.......... ._I...........-.._
•6 ;,,fq youAW28 AW3628 AW4228 AW4828 AW5428 AW6028
A3054.2 CA3654.2
dx„t ' A'; a'; AW2436 AW3636 AW4236 AW4836 AW5436 AW6036
43060.2 - CA3660.2 - - -
mI Specify left-hinge e or Awning for New Construction
43D6E 2 CA3666.2 P g 2.062"—il 1.125"e�
right-hinge casement
as viewed from outside. j JILj
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Replacement Windows 15�„ �! — �•.,
Each window is custom built to your specifications. ---
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SITE PLAN HATCH KEY:
® PROPOSED BUILDING ADDITION Q
® PROPOSED ACCESSORY STRUCTURE
W t. Z O
Lu CN
J
® PROPOSED 2ND STORY F- r-1
Q Lu >
F Z
J _
J f- J
Lo
M O
APPROVED OCCUPANCY ORO�I �T ��� : FA(5E <E� : 0 00
0 AS NOTED USE �� UNLA�A'�FUL �- � m
DATE -
B.P.� (5-001 .00 PROJECT LOCATION &SCOPE �
WITHOUT CERTIIFIC17T
FEE: 5-W,� BY: -RE=NOVATION OF EX I STI NO BU I LD I NO I NGLUD I NO THE MOD I F"r I NO OF SITE PLAN & ZONING DATA F-
765-1802
o
NOTIFY BUILDING DEPARTMENT AT �� 0CCUF11A11�CY
765-1802 8 AM TO 4 PM FOR THE AN E=X I ST I NO BATHR000 l TO MAKE= I T A.D.A. GOMPL I ANT z J
ONE-FAMILY FOLLOWING INSPECTIONS: -RE=MOVAL OF E=XIST. INTERNAL STAIRS TO BASE=MENT $ CRE=ATION 0_002 .®® GENERAL NOTES J 00
YEAR-ROUND 1. FOUNDATION - TWO REQUIRED OF BASE=ME=NT E=ORE=SS lel I NDOW > I' O
RESIDENCE FOR POURED CONCRETE _ ENERGY TABLE Z O (D
EXIST. WD. FENCE ON 2. ROUGH - FRAMING & PLUMBING
PROPERTY LINE (PARTIALLY C:t�i�iPLY WI i H ALL CODES OF -Gfi�E,4Tl ON A.D.A. TO FRONT 01- BU I LD I NO AND J
STRUCTURAL DESIGN CHARTS Y '� O
3. INSULATION ADDITIONAL RAMfi I N RE AR. z >; Iq
BROKEN) TO BE REPAIRED 4. FINAL - CONSTRUCTION MUST hJEW YORK STATE & TOWN CODES Z
A BE COMPLETE FOR C.O. AS REQUIRED AND CONDITIONS OF (5-00-j.00 STRAPPING, & NAILING DETAILS w J c�
581°IFS'
ALL CONSTRUCTION SHALL MEET THE _ / SOUTHOLD TOWN ZBA w (0
N W
FASTENING SCHEDULE
REQUIREMENTS OF THE CODES OF NEW ACCESSIBILITY DETAILS
LO it vq
YORK STATE. NOT RESPONSIBLE FOR --� .- -_-�SOMDTO�IPLAWNIGEOMD O LO
DESIGN OR CONSTRUCTION ERRORS. SOUTHOLDTOt"JMTRUSTEES
�O� �T DATA :
N.Y.S.DEC 0-004.00 FRAMING GRAPHICS
0 6•o ry ERNS
O
a ,,..,
NSPECTION 0 �:: '.,
0
" PT. I� r .I \� , F G DETAILS
o . ; \ IREBLOCKIN
$. I� REQUIRED BEFORE
' 1. P RETAfP! STORPj MATER RUNOFF TAX MAP # 1000-55-5-11 A- 101 .00 PROPOSED DEMOLITION PLANS w
PROP. 8�x8 EFFECTIVE
DEPTH CATCH BASIN AS �� � �� PURSUANT TO CHA°TER 236 ZONING DISTRICT B
F_-
PER DETAIL I/PD-002; & PROP. CRUSHED GF
PROVIDE LEADERS FROM _0 STONE PARKING T(fE Tt�Wf� CODE' = J
NEW ROOF 4 SLOPE PROP.
PARKING TOWARDS INLET (DET. 2/PD-002) LOT AREA 0.3 ACRES
� J
GofO - BUSINESS BUILDING z-3007; 3/25/Ici68 PROPOSED FOUNDATION PLAN Q
ONE-FAMILY EXIST. ND. TRUSS PLACAFIDING REQUIRED All exterior lighting
GofO - ALTERATION 4 ADDITION Z-2'7868; Q/1/larf
YEAR-ROUND Q FENCE ON installed, replaced or
RESIDENCE PROPERTY LINE repaired shall conform FEMA FLOOD ZONE X
to Chapter 172 ( ®j.®0 PROPOSED FIRST FLOOR PLAN
22.0;- PROP. TRASH of the Town Code
a ,
COLLECTION AREA
w PROP. ;
0 EXIST. 1-STORY -
y., \. \.c\.:
PRE MANU.
i
ASPHALT
WD. BLDG. 104-•00 PROPOSED EGRESS FLOOR PLANS
PARKING I Tj
it
(STORAGE)
_.. ._......_ __. DESCRIPTION (FOOTPRINT) AREA Y LOT
_ r COVERAGE
10.0
PROP. IND. RAMP PROP. J PLUMBER CERTIFICATION TOTAL LOT AREA 12558.0 S.F.
GRAS EXIST. CELLAR ON LEAD CONTENT BEFORE
- 0I 0O DESIGN DETAILS
PROP. IPqD.RS ENTRANCE CERTIFICATE OF OCCUPANCY EXISTING BUILDING 1,355.2 S.F. 10.890
STAIRS U.1
RE-SEED AREA 1�8, __ __ __.___ _ . SOLDER USED IN WATER EXIST. PORCH 4 STAIRS 101.4 S.F. 0.830
TO PROVIDE 30.3' SUPPLY SYSTEM CANNOT
GRASS COVER % � w EXCEED 2/70 OF 7°o LEAD. PROP. PRE-MANUF. BLDG. 5'72.0 S.F. 4.690
,QQ DW`✓/WATER SUPPLY RISER
� � o PROP. RAMPS 4 STAIRS 184.7 1.53b GAS RISER
EXIST. WD. 3.4' 11.6' a TOTAL AREA OF ALL STRUCTURES 2028.6 S.F. 16.290
FENCE ON L J _-- 1.6' •
PROPERTY LINE ---- "n **MAXIMUM LOT COVERAGE ALLOWED - 3090
EXIST. j QQ' WIr��UW wELL
I STORY I 0
EXIST. CHAIN LINK FENCE WD. FR. 0 EXIST. VINYL
ON PROPERTY LINE I BUILDING I A� FENCE ON
(BUSINESS PROPERTY LINE
tt OCG.)
IN-FILL PARKING LOT w/ NEM ASPHALT N
WHERE REa.'D (NY STATE DOT TYPE 6F m LINE OF ROOF
ui
TOP COURSE ASPHALT UPON OVERHANG (TYP.) Z
COMPACTED 4" STONE AGGREGATE) 22.3` 2
PROP. Q'x I1' HAND I GAPPED
PARKING w/ 8'xla' ACGE55 AISLE PROP. WD. RAMP
(A.D.A. COMPLIANT) w
1 N9
W EXIST. GONG. PORCH ui
0 EXIST.
m ASPHALT d °
r PROJECT:
RESIDENTIAL t PARKING < O
[VACANT LAND `0 CO O q O
�0 pro• � �
PROP. a'x 1 q' PARKING 0 22j e I ONE STORY SMALL N I SS E N
SPACE (TYP.) Q' STRUCTURE w/
MULTI-OCCUPANT
^ _ RENOVATION
`� 1Z (COMMERCIAL U5E) r
�I ry EXIST. 2 r 1 a
e
I q.O 51 ON O .u, 4g F ; : t� 4,• 3 3� r p
PROP. SHADE TREE w/ MIN. 46950 COUNTY RD 4
2" CALIPER (HONEY LOCUST, purr rI „ 4 N r 8
' a SOUTHOLD NY
PINE, OAK, OR SIMILAR) PROP.
MODIFIED DRIVE SHALL Y.3
s` TITLE:
MEET EXIST. GONG. �31 5.8 0t•1G 5��t;W ;,° Y DRAWING
k v¢ -
CUSO FROM 5TREET / �p GX15T' Ci ° :;.
1_11v - EXIST. STORM : PROJECT LOCATION &SCOPE
01r�6 5q, DRAIN
s�. SITE PLAN & ZONING DATA
�' RZ 4 a`� � O a a. �- '' ' r-- ,P" �hC�'y,'� - �� -x�-fg' 7 "y�� �` - '� a 9 s!r F •
PAGE:
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DATE: 02/01/22 1 OF 10
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51 TE LAYOUT NOTES: ', >�
ISf d t yDr Y{ i;$y `e ". '9` hr< £. •':;4stiv.. - -•' a dr .zj• + >r k$ 'b.
1. TH15 IS AN ARCHITECT'S 51TE PLAN IS "
SUBJECT TO VERIFICATION BY A LICENSED - arfi i + '. A
SURVEYOR. THE INFORMATION LOCATION Mie � '��ti
REPRESENTED ON THI5 SITE PLAN IS TO THE M. FCS
ARCHITECT'S BEST OF KNOWLEDGE. ,O s
SCALE: NTS <
2. SURVEY INFORMATION WAS OBTAINED +sifrw• '�{3
FROM A SURVEY DATED FEB. 3, 2016
AND PREPARED BY:
0. : ,.`�a
JOHN G. EHLERS FER �' 20?. �, X37� iO �O
6 EAST MAIN STREET
RIVERHEAD, NY I1,i01 Or ISI
J I I � PLAN
�l
SCALE: 1" = 20'-0"
NOTES 4 5FEG I F I GATI ONS a.
IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS GONSTRUGTIONDOGUMENT BiNDED GLASS WINDOWS AND DOORS CLIMATIC � GEOGRAPHIC DESIGN CRITERIA A��R��I AT I ONS
TOGETHER AT ALL TIMES. IT 15 SIBI THE O KEEP THIS C RESPONSIBILITY TO READ ALL CARPENTRY I. ALL 6LA55 TO BE INSULATED LOW-E, UNLESS OTHERA15E SPECIFIED. < 0
BD. BOARD U
INSUL. INSULATION Q F- �
NOTES,SPECIFICATION5,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 $ BETTER (Fb = 875) UNLESS 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER GROUND SNOW LOAD 25 LBS
GENERAL OTHERWISE NOTED. CLEARANCES ARE PROVIDED. BFE BASE FLOOD ELEVATION INT. INTERIOR W = N
BASIC WIND SPEED 130 MPH
[.-No WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN 3. ALL SLIDING 6LA55 DOORS, SKYLIOHT5, AND ANY 6LA55 UNIT INSTALLED BLDG. BUILDING K KIPS (1000 LBS) J W
APPLICABLE BUILDING DEPARTMENT.
8" MIN. FOUNDATION EXPOSURE. WITHIN W' OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS,
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO UNLESS OTHERWISE NOTED. EXPOSURE CATEGORY B BM BEAM '
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EX15TINO PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"x16", UNLE55 (I) 2"x16" MANU. SPEC.s MANUFACTURERS SPECIFICATIONS
5TRUGTURE/51TE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. IS NECESSARY E MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE.(1) 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN 5MOT ACCORDANCE WITH SEISMIC, DESIGN CATEGORY B B.O. � BOTTOM OF MAX. MAXIMUM � Z
MANUFACTURER'S SPECIFICATIONS. O d Z
3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES BOT. BOTTOM MECH. MEGHANIGAL
4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TECO" OR 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE WEATHERING SEVERE .J_I =
AND AUTHORITIES HAVING JURISDICTION, EQUAL.
ENERGY CONSERVATION GORE. B.O.W. BOTTOM OF WALL MIN. MINIMUM I` Ln �
4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY FROST LINE DEPTH 3'-O" Ix 0 O
5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN 6. PROVIDE FLASKING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR G.J. CEILING JOIST NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988
OF THE OWNER/BUILDER
FLOORS, ROOFS, AND WALLS.
ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE.
5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS TERMITE MODERATE TO HEAVY COL. COLUMN n'
6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, NYC, BG � NEW YORK CITY BUILDING CODE
SHALL BE CLARIFIED WITH THE ARGHITEGT/EN6INEER BEFORE PROGEEDIN6 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL Z
U.O.N. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. ICE BARRIER REQUIRED YE5 CONT. CONTINUOUS O.G. ON CENTER O s
WITH THE WORK.
b. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE "T. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING 8. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 DBL. DOUBLE OCG. OCGUPANGY = 0
D SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS.
UNLESS APPROVED BY THE ARCHITECT/ENGINEER. 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. g FIRE AND SMOKE PROTECTION FEATURES DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION Q W
7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE ALL WINDOWS TO BE PROVIDED PER SCHEDULE;SEE PAGE A-103 �
I. FIRE-RESISTANCE RATINGS OF BUILDING ELEMENTS,COMPONENTS, OR -j
BEFORE THE START OF FRAMING F.T. MEANS OF EGRESS 4 ACCESSIBILITY ASSEMBLIES SHALL BE DETERMINED IN ACCORDANCE WITH TEST PROCEDURES I DIM. DIMENSION P. GONG. POURED CONCRETE -! 00 b. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. I. MEANS OF EORE55 SHALL BE PROVIDED IN FULL COMPLIANCE WSET FORTH IN ASTM Ellg OR UL 263, AS PER SECTION"103.3 OF THE 2020 NYS
ITH D.J. DECK JOISTS . z C)
10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER STRUCTURAL ENGINEER CHAPTER 10 OF THE 2020 IBC, AND SHALL BE MAINTAINED IN ACCORDANCE BUILDING CODE (NY5 BC). PLPLATE
g. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PREGEDENGE FASTENING SCHEDULE. WITH THE INTERNATIONAL FIRE CODE.
2. ALL NONCOMBUSTIBLE MATERIALS MUST MEET THE REQUIREMENTS OF SECTION EA. EACH PLYWD. PLYWOOD l _jr-I ri �p
OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THIGKNE55 AND OF CDX GRADE. 2. DE51ON OCCUPANT LOADS USED TO DETERMINE MEANS OF EORE55 "703.5 OF THE 2020 NY5 BC. Wt
CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL NAILING AS PER ENGINEER. REQUIREMENTS HAVE BEEN DETERMINED PER SECTION 1004 OF THE 2020 ELEV. ELEVATION P.T. PRESSURE TREATED Q >-
10. rl
IBC. 3. ALL FIRE-RESISTANCE-RATED GLAZING SHALL BE IN ACCORDANCE WITH
11. THESE SETS OF DRAWINGS ARE THE PROPERTY OF AMP ARCHITECTURE, AND 12. EXTERIOR SHEATHING TO BE COVERED PER EXTERIOR WALL SECTIONS SECTION'103.6 OF THE 2020 NY5 BG. EQUIP. EQUIPMENT LL N
REQ D REQUIRED W cfl
FA6E5 A-500 THRU A-503. 3. ALL ROOMS OR SPACES CONSIDERED AS AN ASSEMBLY OCCUPANCY 4. ANY ACCESSIBLE CONGEALED AREAS REQUIRING PROTECTED OPENINGS OR EXIST. EXISTING Ri RISER Lf) r-1
SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN PERMISSION =
SHALL HAVE THE OCCUPANT LOAD OF SUCH AREA POSTED NEAR THE MAIN
FROM THE ARCHITECT. 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS N = Lo
EXIT IN A CONSPICUOUS MANNER, AS PER SECTION 1004.3 OF THE 2020 150.
UNSUPPORTED STENCILING IN THE CONGEALED SPACE PER SECTION 703."1 OF THE 2020 NYS EXT. EXTERIOR RM. ROOM O Q
12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING.
RF5FON51BLE FOR DF-51ON INTENT ONLY. 4. WALKING SURFACES ALONG MEANS OF EGRESS SHALL HAVE A �' 'r'I J O
E PROVIDE 'X'AND
AT BRACING AT JOISTS,STUDS, AND RAFTERS WHEN SPANS SLIP-RESISTANT SURFACE AND BE SECURELY ATTACHED. F•A.I. FRESH AIR INTAKE R.R. ROOF RAFTER
EXCEED 8'-O" AND AT EVERY 8'-O". 5. THE FIRE RESISTANCE RATING OF PENETRATIONS AND JOINTS SHALL BE IN `
13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 5. ACCESSIBLE MEANS OF EGRESS SHALL BE PROVIDED PER SECTION IOOCI AGGORDANGE WITH SECTIONS'114 $ "115 OF THE 2020 NYS BG,RESPECTIVELY. FAR FLOOR AREA RATIO STL. STEEL
14. THET THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL RAGTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL
15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE OF THE 2020 IBC, AND SHALL BE CONTINUOUS UNTIL REACHING A PUBLIC
TIMES. AT THE 6. ALL FIRE DOORS SHALL COMPLY WITH TABLE "116.1(2) OF THE 2020 NYS BG. F.A.V. FVENT RESH AIR VENT S.V. SMART
A-2 WAY. EXITS SHALL DISCHARGE DIRECTLY TO THE EXTERIOR OF THE W RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WBUILDING IN ACCORDANCE WITH SECTION 1028 OF THE 2020 IBC.ORK I(o. APPLY ALL CONDITIONS ADDRESSED IN FA5TENIN6 SCHEDULE AS "1. ALL FIRE WINDOWS SHALL COMPLY WITH TABLE '116.1(3) OF THE 2020 NY5 BG. FF FINISHED FLOOR TBD
BROOM GLEAN. TO BE DETERMINED
V
NEGE55ARY. 6. MEANS OF EORES5 DOORS SHALL COMPLY WITH SECTION 1010.1 OF 2020
15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL IBC 8. FIREBLOGKING AND DRAFTSTOPPING SHALL BE INSTALLED IN ACCORDANCE FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS W
LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES 1-7. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PA6E5 A-1 WITH 5EGTION '118 OF THE 2020 NYS BG. FIR:EBLOGKIN6 AND DRAFTSTOPPIN6 15 H
AND ORDINANCES. THROUGH A-3 "1. MEANS OF EGRESS DOOR OPERATIONS AND DOOR HARDWARE SHALL BE REQUIRED IN COMBUSTIBLE CONGEALED SPACES, BETWEEN HORIZONTAL/VERTIGAL F.J. FLOOR JOISTS THK. THICK = J
COMPLIANT WITH SECTION IOIO.I.q OF THE 2020 IBC. SPACES, AND WITHIN GEILIN6 k FLOOR ASSEMBLIES EXCEEDING 1,000 S.F.
16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF I8. AT "WET WALL PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. FOUND. I FOUNDATION O.N. TOP OF WALL U
THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER GENERALLY, SEPARATE DOUBLE JOIST THE THIGKNE55 OF WALL ABOVE. SUB &. ILLUMINATION OF THE MEANS OF EGRESS, NOT TO BE LESS THAN I q. PORTABLE FIRE EXTINGUI5HER5 SHALL BE INSTALLED IN ACCORDANCE WITH
COMPLETION PROJECT. FLOOR SHALL NEVER EXCEED A Ib" SPAN. FOOTCANDLE (II LUX) AT THE WALKING SURFACE, SHALL BE PROVIDED AT SECTION gob OF THE 2020 NY5 BG. EXTINGUI5HER5 SHALL BE SIZED d LOCATED FRGS FLOOD RE515TANT CONSTRUCTION ELEVATION Tr TREAD Q
ALL TIMES THAT A ROOM OR SPACE 15 OCCUPIED, IN ACCORDANCE WITH IN COMPLIANCE WITH TABLE 1106.30 FOR ORDINARY HAZARD OGCUPANGY.
17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND 57RAPPINO SECTION 1008 OF THE 2020 IBC. FR. FRAME TVP. TYPICAL
AS PER PAGE A-1 THROUGH A-3. t
ARGRITEGT/ENGINEER, AND THEIR A6EN'f5 AND EMPLOYEES FROM AND MEANS OF EGRESS d AGGES.BIBILITY FRPR. FIREPROOF U.O.N. UNLE55 OTHERWISE NOTED
AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDIN6 g. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL BE I. MEANS OF EGRESS SHALL BE PROVIDED IN FULL COMPLIANCE WITH GRAFTER 10 j
ATTORNEYS FEES ARISING OUT OF OR F2E5ULTIN6 FROM THE PERFORMANCE OF 20. P.T. SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN PROVIDED BY THE PREMISES'ELECTRICAL SUPPLY, AS PER SECTION 1005.3 OF THE 2020 NYS BG, AND SHALL BE MAINTAINED IN ACCORDANCE WITH THE NYS
THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LO55 OR EXPENSE (A) ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD OF THE 2020 IBC. IN THE EVENT OF POWER SUPPLY FAILURE, AN FIRE CODE. FTG. FOOTING VERT. VERTICAL
TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE +`...,
IS ATTRIBUTABLE T BODILY INJURY, IDLE PROPERTY
DISEASE HE DEATH HE TO METAL BY REPEATED BRU5HIN6, DIPPING, OR 5OAKIN6 UNTIL THE WOOD EORE55 AREAS PER 2020 IBC SECTIONS 1008.3.1 - 1008.3.4, AND SHALL 2. DESIGN OCCUPANT LOADS USED TO DETERMINE MEANS OF EGRESS GYP. BD. -� GYPSUM BOARD V.I.F. VERIFY IN FIELD '';:a
INJURY IN OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER,
ITSELF INGLUDIN6 THE LO55 OR USE RESULTING THEREFROM). (B) IS CAUSED IN CONTRACTOR IS TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER PROVIDE POWER FOR AT LEAST 110 MINUTES USING STORAGE BATTERIES, REQUIREMENTS HAVE BEEN DETERMINED PER SECTION 1004 OF THE 2020 NYS BG. H D HOLD DOWN W/ WITH
WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE UNIT EQUIPMENT, OR AN ON-SITE GENERATOR.
CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY MANUFACTURER SUCH AS: HANGERS, NAILS,SGREW5, FLASHING, ANCHOR BOLTS, 3. ALL ROOMS OR SPACES CONSIDERED AS AN ASSEMBLY OCCUPANCY SHALL
EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, 10. EXIT AND EXIT AGGE55 DOORS SHALL BE MARKED BY AN APPROVED HAVE THE OCCUPANT LOAD OF SUCH AREA POSTED NEAR THE MAIN EXIT IN A HDR HEADER WD. WOOD
ETC,. ANY R:EFERENGE5 TO GGA ARE TO REPLACED WITH P.T. EXIT 51ON READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL PER CONSPICUOUS MANNER, AS PER SECTION 1004A OF THE 2020 NYS BG.
BE LIABLE REGARDLESS WHETHER 0R NOT IT IS CAUSED IN PART BY A 2020 IBC, SECTION 1013. EXIT SIGNS SHALL BE PLACED SUCH THAT NO HNOR HANGER ZR ZONING RESOLUTION
PARTY INDEMNIFIED HEREUNDER. 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: POINT IN AN EXIT CORRIDOR OR EXIT PASSAGEWAY IS MORE THAN 100 4. WALKING SURFACES ALONG MEANS OF E&RE55 SHALL HAVE A 5LIF-RE515TANT
15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF GON57RUG71014 INCLUDING
A. TRU55 JOIST McMILLIAN I.qE MIGROLAM FEET OR THE LISTED VIEWING DISTANCE OF THE SIGN, WHICHEVER 15 LESS. SURFACE AND BE SECURELY ATTACHED. HOR. HORIZONTAL
B. GEORGIA PACIFIC 2.0E G-P LAM
BUT NOT LIMITED TO FORM-WORK, L-WORK, FRAMING, NAILING, PLACING P5L (PARALLEL STRAND LUMBER) DENOTES 11. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED PER 5. EXITS SHALL DISCHARGE DIRECTLY TO THE EXTERIOR OF THE BUILDING IN
OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR A. TRU55 JOIST MGMILLIAN 2.OE PARALLAM 2020 IBC SECTIONS 1013.5 OR 1013.6, RESPECTIVELY. ILLUMINATION SHALL ACCORDANCE WITH SECTION 1028 OF THE 2020 NYS BG.
A LI SURE THEY ARE IN ACCORDANCE: WITH THE DRAWINGS, SPECIFICATIONS,PANIN ALL TO BE INSTALLED AS PER MANU. 5PEG.'s BE PROVIDED AT ALL TIMES AND EXIT SIGNS SHALL BE CONNECTED TO AN
APPLICABLE GORES AND 6000 PRACTICE.I DEVIATIONS FROM THE DRAWINGS EMERGENCY POWER SYSTEM WHICH PROVIDES CONTINUED ILLUMINATION OF b. MEANS OF EGRESS DOORS SHALL COMPLY WITH SECTION 1010.1 OF 2020 NYS
AND SPECIFICATIONS OF WILL NOT BE PERMITTED WITROUT WRITTEN 22. FOR NEW WALLS, REFERENCE STRUCTURAL DRAWINGS FOR DETAILS. ALSO, NOT LF-55 THAN qO MINUTES IN CASE OF PRIMARY POWER LOSS, AS PER 50,
AUTHORIZATION OF THE ARGHITEGT/ENC-(NEER. SEE EXTERIOR WALL DETAILS ON PAGES A-500 THRU A-503. 2020 IBC SECTION 1013.6.3.
Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 „ 7. MEANS OF EORE55 DOOR OPERATIONS AND DOOR HARDWARE SHALL BE I I� /�f� � I y IL�
NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AW CONDITIONS ASPHALT ROOFING SHINGLES 12. A 515N STATING EXIT IN VISUAL CHARACTERS, RAISED CHARACTERS, COMPLIANT WITH SECTION 1010.1.11 OF THE 2020 NY5 BG. �// TEl� 15
PERTAINING ARE TO BE FIELD VERIFIED. I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING 15
AND BRAILLE AND COMPLYING WITH ICG A55 SHALL BE PROVIDED
SHINGLES OR APPROVED EQUAL. ADJACENT TO EACH DOOR TO AN EXIT PASSAGEWAY AND AT THE EXIT 8. ILLUMINATION OF THE MEANS OF EGRESS, NOT TO BE LESS THAN I FOOTCANDLE /` �1��I'�I I �'�I�� ��'"�`� 1
20. CONTRACTOR TO REMOVE 8 RELOCATE AS REQUIRED ALL EX15TINO WORK DISCHARGE, AS PER 2020 IBC SECTION 1013.4. (11 LUX) AT THE WALKING SURFACE, SHALL BE PROVIDED AT ALL TIMES THAT A Y G/ I" I 1 I `1 I /
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE ROOM OR SPACE 15 OCCUPIED, IN ACCORDANCE WITH SECTION 1008 OF THE
13.MUST COMPLY WITR SECTION REQUIRED SIGNAGE TION IIII OF THE 2020 IBC.
OF ALL ACCESSIBLE AND INACCESSIBLE AREAS 2020 NY5 BG.
NOTED. ALSO, CONTRACTORS OPTION TO APPLY 6AF4WEATHER-WATCH ICE
21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL Mq, THE POWER SUPPLY FOR hEANS OF EGiRE55 ILLUMINATION SHALL BE PROVIDED (I) CODE FRESGRIFTIYE VALUE
SPECIFICATIONS, UNLE55 NOTED OTHER6115E. LINE. 8 24 FROM ALL VALLEYS, AND ROOF FL"�SHIN6 CONDITIONS. GOMFONENT FROFOSED DESI C N \VALUE GOMFL I ES
BY THE FREMI5E5'ELEOTRICAL SUPPLY, AS PER SECTION 1005.3 OF THF- :20:20 G 1 TATI ON (FER 2020 NYSEGGG)
22. PROVIDE FIREBLOCKIN6 AS PER NE:W YORK ACCESSIBIILITY STANDARDS. 3. PROVIDE FLASHING NECE55ARY FOR WATER TIGHT AND WEATHERPROOF NYS BC, IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL
CONSTRUCTION. FOUNDATION, CONCRETE, AND MASONRY SYSTEM SHALL AUTOMATICALLY ILLUMINATE EGRESS AREAS PER 2020 NY5 BG
23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY 1. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EX15TINO FOUNDATION AS IT SECTIONS 1008.3.1 - 1008.34, AND SHALL PROVIDE POWER FOR AT LEAST g0
UNAUTHORIZED USE UNDER FEDERAL LAIN BY THE ARCHITECTURAL WORK5 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE MINUTES U51NO STORAGE BATTERIES, UNIT EQUIPMENT, OR AN ON-SITE GENERATOR. VERTICAL FIXED MAX. U-VALUE = 0.38
COPYRIGHT PROTECTION ACT OF IcMO (AWOPA), WHICH HAS SEVERE PENALTIES. U-VALUE = 0.29
SPEGIFIGATIONS. SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF FENESTRATION U-VALUE � MAX SHOO = 0.36 YES
THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. 10. EXIT AND EXIT AGGE55 D00ft5 SHALL BE MARKED BY AN APPROVED EXIT SHGG, (2) SHGG = 0.39 PER 0503.3.2 4 TABLE 0402.4 - CLIMATE ZONE 4
5. NAILING OF ROOFING SHALL BE TO CODE. 51ON READILY VISIBLE FROM ANY DIRECTION OF EORE55 TRAVEL PER 2020 NYS
CODES AND REFERENCE STANDARD: 2. SEE STRUCTURAL ENGINEER DRAWIN55 AND SPECIFICATIONS. BG SECTION 1013. EXIT SION5 SHALL BE PLACED SUCH THAT NO POINT IN AN EXIT
I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 INTERNATIONAL 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE CORRIDOR OR EXIT PASSAGEWAY 15 MORE THAN 100 FEET OR THE LISTED VERTICAL OPERABLE MAX. U-VALUE = 0.45
U-VALUE = 0.31 YES
BUILDING GORE AND 2020 PROPERTY MAINTENANCE GORE. PERMITTED VIEWING DISTANCE OF THE 5!6N, WHICHEVER IS LESS. FENESTRATION U-VALUE 4 MAX SHOO = 0.43
LIGHTING SYSTEM CONTROLS AND LIGHTING POWER f2) (3) SHGG = 0.31
I. LIGHTING SYSTEM CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH It. EXIT SIGNS SRALL BE INTERNALLY OR EXTERNALLY ILLUMINATED PER 2020 5H00 PER 0503.3.2 8 TABLE 0402.4 - CLIMATE ZONE 4
2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF '1. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR SECTION 0405.2 OF THE 201'7 IEGG. NY5 BG SEGTION5 1013.5 OR 1013.6, RESPECTIVELY. ILLUMINATION SHALL BE w
WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME 2:12 PITCHES TO 4:12 PITCHES PROVIDED AT ALL TIMES AND EXIT SIGNS SHALL BE CONNECTED TO AN ALTERATIONS INVOLVING BUILDING ENVELOPE 2
CONSTRUCTION MANUAL BY AF 8 PA. 2. LIGHTING SYSTEM CONTROLS ARE NOT REQUIRED IN SECURITY AREAS EMEROENGY POWER SYSTEM WHICH PROVIDES CONTINUED ILLUMINATION OF NOT ASSEMBLIES SHALL NOT BE REQUIRED TO COMPLY
8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF REQUIRING CONTINUOUS L16HTING, EXIT PASSAGEWAYS, AND FOR EMERGENOY LESS THAN g0 MINUTES IN CASE OF PRIMARY POWER L055, AS PER 2020 NYS BG WITH THE REQUIREMENTS FOR NEW GONSTRUGT'oN, �j
3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 INTERNATIONAL THE SEALANT TO UPLIFT FORGES U51NO ASTM D 6551. EORE55 LlOH71NO THAT 15 NORMALLY OFF. SECTION 1013.6.3. EXTERIOR WOOD FRAME EXISTING GAVITIE5 SHALL BE FILLED WITH PROVIDED THE ENERGY USE OF THE BUILDING 15
PLUMBING CODE.
3WALL B GEILIN6 R-VALUES NEW BATT INSULATION, WHEN EXP05ED NOT INOREA5ED, WHEN EXISTING GEILIN6, WALL, OR YE5
. EITHER OCCUPANT SENSOR CONTROLS PER 201'1 IEGG 0405.
4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 INTERNATIONAL ELECTRICAL: 12. A SIGN STATING2.1 OR
"EXIT" IN VISUAL CHARACTERS, RAISED CHARACTERS, AND FLOOR CAVITIES EXPOSED DURING CONSTRUCTION
I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TIME-SWITCH CONTROLS PER 201"1 MCC 0405.2.2 SHALL BE PROVIDED IN ALL BRAILLE AND COMPLYING WITH ICG A111.1 SHALL BE PROVIDED ADJACENT TO ARE FILLED WITH INSULATION.
MECHANICAL GORE AND 2020 INTERNATIONAL FUEL GAS GORE. TO 201-1 NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 INTERNATIONAL CONFERENCE/MEETING ROOMS, COPY/PRINT ROOMS, BREAK ROOMS, PRIVATE EACH DOOR TO AN EXIT PA55AOF- AY AND AT THE EXIT DISGHAROE, A5 PER
5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC GORE, ENERGY CONSERVATION GORE. OFFICES, RE5TROOM5, LOUNGES, 5TORAOE ROOMS, 4 CLOSETS. 2020 NYS BG SECTION 10134. PER 0503.1, EXCEPTION #3
w
Q
NFPA 70 AND 2020 INTERNATIONAL ENERGY CONSERVATION CODE. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON 4. OCCUPANT SENSOR LIGRTING CONTROLS MUST: 13. REQUIRED SIGNAGE OF ALL AGGE551BLE AND INACCESSIBLE AREAS MUST BELOW-GRADE WALL R=7.5 CONTINUOUS RIGID INSULATION 1.5" MIN. R-VALUE = 7.5 CONTINUOUS INSULATION p
COMPLETION OF WORK. - AUTOMATICALLY TURN LIGHT5 OFF AFTER 30 MINUTES OF OCCUPANTS COMPLY WITH SECTION IOOgA OF THE 2020 NY5 BG. R-VALUE THICK (R=5/INCH) ® INTERIOR PER TABLE 0402.1.3 - CLIMATE ZONE 4 YES
INSULATION LEAVING THE AREA
I. ALL EXTERIOR WALL5 AND ROOFS SHALL BE INSULATED WIITH FOIL FACED - BE MANUALLY ACTIVATED, OR BE AUTOMATICALLY "ON" TO NO MORE THAN MAKE: TRANE
FIBEROLA55 BATT INSULATION BY JOHN 'MANVILLE OR APPROVED EQUAL. 50% OF LIOHTIN6 CAPACITY, UNLE55 LIGHTING SYSTEM 15 LOCATED IN A WARM-AIR FURNACE PROJECT:
(GAS-FIRED) MINIMUM HEATING CAPACITY:FOIL TO BE PLACED TOWARD WARM SIDE. GYPSUM WALL BOARD PUBLIC, CORRIDOR, RESTROOM, OR PRIMARY BUILDING ENTRANCE. MODEL: S PACI0D3 MIN. EFFIGIENGY: 8096 AFUE YE5
I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT - INCLUDE A MANUAL "OFF" CONTROL TY: 60,000 BTU/H PER TABLE 0403.3.2(4)
2. PROVIDE 2 R-10 RI61D FOAM INSULATION FOR EXTERIOR FOUNDATION
COMPOUND METHOD. EFFICIENCY REQUIREMENTS EFFIGIENGY: 96% AFUE N ISSEN
WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY 5. TIME-SWITCH LIGHTING CONTROLS MUST PROVIDE:
CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE -ALL GYPSUM BOARD SHALL BE 5/8" ON WALLS AND GEILIN6, UNLESS - A MINIMUM T-DAY CLOCK DUCT PLENUM INSULATION RENOVATION
- AUTOMATIC HOLIDAY "SHUTOFF" FEATURE THAT CAN TURN OFF ALL UNCONDITIONED SPACE)
OTHERWISE NOTED. WATER RF-51STANT (HR) AT BATHROOMS AND WHERE - CAPABILITY OF BEING SET FOR 7 DIFFERENT DAY TYPES PER WEEK R-VALUE (WITHIN R=6 FIBEROLA55 DUCT INSULATION WRAP MIN PER 00 VALUE = b
FOUNDATION WATERPROOFING. DEEMED APPLICABLE. 403.11.1 - CLIMATE ZONE 4 YES
3. GENERALLY, UNLE55 NOTED OTHERWISE=, INSULATE AS FOLLOWS: LIGHTING FOR AT LEAST 24 HOURS, THEN RESUME NORMAL ACTIVITY
- q" R-30 FOR FLAT GEILIN&S 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS - PROGRAM BACKUP CAPABILITIES THAT PREVENTS THE LOSS OF
- 5.25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET PROGRAMMED SF-TTIN65 FOR AT LEAST 10 HOURS IF POWER 15 p) - ALL COMPONENTS LISTED ARE NEW, UNLE55 OTHERWISE NOTED.
- 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION IN EACH DIRECTION BEYOND THE UNIT(5). AL50 AT HEAT PRODUCING INTERRUPTED. (2) - AS REC2UIRED BY SECTIONS 0503.3.2 B 0503.3.3 TO EMPLOY THE USE OF SECTION 0402.4.3 IN ESTABLISHING ENERGY CODE 46950 COUNTY RD 48
- 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL - MANUAL OVERRIDE FUNCTION THAT ALLOWS LIGHTS TO BE LEFT ON FOR A GOMPLIANGE OF NEW FENESTRATIONS, THE TOTAL BUILDING FENESTRATION AREA AND SKYLIGHT AREA ARE LESS THAN 30,96 OF THE
- 5.25" R-21 FOR FLOORS CONCRETE PANELS OF 5/6" THIGKNE55 MINIMUM. MAXIMUM OF 2 HOURS d CONTROLS A LIGHTING AREA NO GREATER THAN OR055 WALL AREA AND 5% OF THE ROOF AREA, RESPECTIVELY.
5000 50. FT. FENESTRATION MUST BE INSTALLED TO PROVIDE A PROJECTION FACTOR (PF) GREATER THAN 0.2, AS DETERMINED BY 0402.4.3. SOUTHOLD, NY
FIRE AND SMOKE PROTECTION FEATURES 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE - CAPABILITY TO UNIFORMLY REDUCE LIGHTS BY AT LEAST 50916 BY DOING CONTRACTOR TO ENSURE SUFFICIENT SILL HEIGHT TO MEET THIS REQUIREMENT.
TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS AT LEAST ONE OF THE FOLLOWING:
I. FIRE-RE515TANCE RATIN65 OF BUILDING ELEMENTS, COMPONENTS, OR TO DRY BETWEEN GOATS. FINAL GOAT TO BE 5ANDED SMOOTH. I. CONTROLLING ALL LI&HT5 TOGETHER
A55EMBLIES SHALL BE DETERMINED IN ACCORDANCE WITH T=-ST PROCEDURES 2.DUAL SWITGHIN6 OF ALTERNATE L16HT5 OR ROW5 OF LIGHTS COMPLIANGE STATEMENT: DRAWING TITLE:
SET FORTH IN ASTM EIIq OR UL 263, AS PER SECTION '703.3 OF THE 2020 S. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 3. 5WITGHIN6 OF MIDDLE LIGHTS INDEPENDENTLY OF OUTER LIGHTS TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE
INTERNATIONAL BUILDING CODE (IBC). ALL OPENINGS. 4.CONTROLS EACH LIGHT INDIVIDUALLY 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 s CHAPTER 5 [CE]. GENERAL NOTES
2. ALL NONCOMBUSTIBLE MATERIALS MUST MEET THE REQUIREMENTS OF SECTION 6. FASTEN GYPSUM BOARD PER BUILDING CODE. 6. DAYLIGHT RESPONSIVE CONTROLS PER 2017 IEGG 0405.2.3 SHALL BE ENERGY TABLE
'703.5 OF THE 2020 IBC, PROVIDED IN ALL AREAS WITHIN 51DELIOHT DAYLIGHT ZONES WITH A TOTAL OF STRUCTURAL DESIGN CHARTS
3. ALL FIRE-RESISTANCE-RATED 6LAZIN6 SHALL BE IN ACCORDANCE WITH PLUMBING MORE THAN 150 WATTS OF GENERAL LIGHTING. DAYLIGHT RESPONSIVE
I. CONTRACTOR SHALL INSTALL WATER SUPPLY,DRAIN, WASTE, AND VENT (DWV) CONTROLS MUST ALLOW AN AUTHORIZED PERSONNEL TO READILY CALIBRATE
5EGTION '103.6 OF THE 2020 IBC. SYSTEMS TO 2020 INTERNATIONAL PLUMBING CODE STANDARDS AND NYS DEP THE CONTROLS AND TO DIM LIGHT TO AT LEAST 15% OF FULL CAPACITY.
4. ANY ACCESSIBLE CONGEALED AREAS REQUIRING PROTECTED OPENINGS OR REGULATIONS. 1. EXTERIOR LIGHTING CONTROLS PER 2017 IEGG 0405.2.5 SHALL BE PROVIDED
PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH 51ON5 2 SEE RISER AND SPECIFICATIONS FROM FLUMBIN6 ENGINEER. FOR LIGHTING IN ALL AREA5 OTHER THAN EMERGENCY LIGHTING INTENDED TO PAGE:
OR 5TENCILIN6 IN THE CONGEALED SPACE PER SECTION •103."1 OF THE 2020 IBC. BE AUTOMATICALLY OFF DURING BUILDING OPERATION. EXTERIOR LIGHTING
5. THE FIRE RESISTANCE RATING OF PENETRATIONS AND JOINTS SHALL BE IN 3. PROVIDE FROST-PROOF HOSE 5I55 WITH EA51LY ACCESSIBLE DRAIN d CONTROLS MUST:
ACCORDANCE WITH SECTIONS '114 4 '115 OF THE 2020 IBC, RESPECTIVELY. DRAIN GOOKS AS REOV. H05E BIBS SHALL BE PROVIDED WITH BACKFLOW - PROVIDE CONTROL THAT AUTOMATICALLY TURNS OFF LIGHTING AS A G-002s00
PROTECTION. FUNCTION OF AVAILABLE DAYLIGHT, AND FOR LIGHTING OF BUILDING
• b. ALL FIRE DOORS SHALL COMPLY WITH TABLE OADE/LAND5GAPE EITHER:
4. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL - AUTOMATICALLY SHUTS OFF THE LIGHTING AS A FUNCTION OF DAWN/DU5K
-1. ALL FIRE WINDOW5 SHALL COMPLY WITH TABLE '116.6 OF THE 2020 IBC. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. AND A SET OPENING $ CLOSING TIME, OR
- AUTOMATICALLY REDUCE LIGHTING POWER TO A MINIMUM OF 50% OF FULL
5. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR TO CAPACITY FROM AT LEAST 12:00-6:OOAM, FROM I HOUR AFTER
8. FIFZEBLOGKIN6 AND DFtAFT5TOPPIN6 SHALL BE INSTALLED IN ACCORDANCE CONGEALMENT OF PLUMBING. BUSINESS CLO51NG TO I HOUR BEFORE BU51NE55 OPENING, OR DURING DATE: 02/01/22 2 OF 10
WITH SECTION "70 OF THE 2020 IBC. FIR'.ESLOGKING AND DRAFT5TOPPING 15 ANY PERIOD WHEN ACTIVITY HAS NOT BEEN DETECTED FOR MORE THAN
REQUIRED IN COMBUSTIBLE CONGEALED SPAGE5, BETWEEN HORIZONTAL/VERTICAL 6. NOTCHING AND BORING OF STUDS, JOISTS,RAFTERS A5 PER BUILDING CODE. 15 MINUTES.
SPACES, AND WITHIN CEILING B FLOOR A55EMBLIE5 EXGEEDIN6 1,000 S.F. NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED
q. PORTABLE FIRE EXTINGUI5HERS SHALL BE INSTALLED IN ACCORDANCE WITH NOR ANY POTENTIAL DAMAGE THEREOF. 5. INTERNALLY ILLUMINATED EXIT 516NS SHALL NOT BE MORE THAN 5 WATT5 PER
SECTION q0(o OF THE 2020 IBC. EXTINGUI5HER5 SHALL BE SIZED $ LOCATED IN SIDE, AS PER 201.7 IEGG 0405.3.
COMPLIANCE WITH TABLE g0b.3(I) FOR ORDINARY HAZARD OCCUPANCY. g. WHERE ARTIFICIAL LIGHTING I5 PRESENT, AN AVERAGE ILLUMINATION SHALL
BE PROVIDED OF AT LEAST 10 FOOT CANDLES (101 LUX) OVER THE AREA OF APCy
THE ROOM AT A HE16HT OF 30" ABOVE FLOOR LEVEL, AS PER 2020 IBC 1205.3.
K A
10. THIS BUILDING SHALL COMPLY WITH THE 201'7 IEGG "ADDITIONAL EFFICIENCY
PACKAGE OPTION" PER 0406.1 BY SATISFYING THE REDUCED INTERIOR LIGHTING
POWER REQUIREMENT 0406.3, AS DETERMINED U51NO THE 5PAGE-5Y-5FAGE
METHOD AND TABLE 0405.4.2(2).
11. THI5 BUILDING SHALL COMPLY WITH EXTERIOR LIGHTING REQUIREMENTS ASrl
k L
PER 2011 IEGG 0405.5.
6
ACCESS SLE FLUM51 NCS ELEMENTS FAG L I T ES DETAILS (SER I GG All-7 . 1 GHAFTERS 5 6) NA I L. I NO/STRAFF NCS @ W NDON/DOOR HEADER FASTENING SCHEDULE A a ` U
NOTE: TH15 50HEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS Q t= m
*UNITS OF MEASUREMENT OF THE DIMENSIONS PROVIDED ARE INCHES (TOP MEASUREMENT) AND MILLIMETERS (BOTTOM MEASUREMENT)* NOTATION: (SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS,
A - NUMBER OF ad NAILS a EA. END OF STRAPPING (2018 WFGM, TABLE 3.7,P. 189) AND ROUGH OPENING FRAMING REQUIREMENTS) J ri
B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 5.255,P. 291) ALL NAILING 15 A GENERAL 5PEGIFIGATION, IT APPLIES UNLESS NOTED OTHERWISE j r-I
G - NUMBER OF FULL HEIGHT KING 5TUD5 a EA. SIDE OF HEADER(2018 WFGM,TABLE 3.230,P. 292;
otn��rd a� (SCHEDULE A5 PER AWG 2018 WOOD FRAME GONSTRUGTION MANUAL TABLE 3.1) w >_
K ALTERNATE AS PER TABLE 5.25M,P. 293)
rl s a r 42 $tS 915 D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER a EA. SIDE Z
10 210�� A D (2018 WFGM, TABLE 3.'1,P. 189) DESCRIPTION FASTENER SPEC. FASTENER p t!
#j '
" E - NUMBER OF JACK STUDS a EA. END OF HEADER(2018 WFGM,TABLE 5.22F,P. 288) AND QUANTITY 5PAG I NG C) z
F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) a EA. SIDE J J
.891)
-w1 ROOF 4 CEILINO FRAMING
(DOES NOT APPLY TO DOORS) (2018 WFGM, TABLE 3 , P. 1
iIx m O
12 nin B
I
Se3M m E " E RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER Ln m
FASTENING SCHEDULE B tt m
F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER JOIST Z
L--------•----"- "- (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) O
60 min -a�''- � - A CEILING J015T TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE G-003 EACH LAP Q
1525 NOTATION Z
FIG.604.4 '1070
FIG.604.3 A B G D E F G GEILINO J015T LAPS OVER PARTITIONS (FACE-NAIL) 9-Ibd COMMON EACH LAP Q LL.I
SIZE OF CLEARANCE FOR WATER CLOSET WATER CLOSET SEAT HEIGHT (a) 01spemor Cr*b Gar (b)P �Sw d :0:FN6
GH J
00
COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-003 PER TIE
WATER CLOSET PLACEMENT TOILET PAPER DISPENSER PLACEMENT (FIC. 604.1) 2'-0" 2 1 1 1 1 1 Z m
BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END J � eq
4 I 2 2 2 2 Z �
36tttit" _ RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END
Q
PROVIDE (2) 2 xl0 (01-011 HDR (MIN.)U.O.N. Z T15 I 3 3 3 3 WALL FRAMING - w W� 575 F 12mirt 41fl4.6 rester (B) - REQUIRES SILL PLATES OF 1"xb" (MIN) � -J N
3p5
a4 , 24 min 100-120 �'
610 8'-0" 7 2 3 4 4 4 LD w r-1
jos4-2 25" TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON ' PER FOOT 0 J1065 O
TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-16d COMMON JOISTS - EA. SIDE
• Secaw X99.4 a a
" r + STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" O.G.
m z m�€ LL1
HEADER TO HEADER (FACE-NAIL) Ibd COMMON lb" O.G. ALONG EDGES
SFLl (f-, lN(5 OF 70F PLATE
TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD U
FIG.609.2 FIG.609.3 TOP
BPPLATE LLI
FIG.604.5.1 FIG.604.5.2 BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-Ibd COMMON PER FOOT ~ U
SIZE OF GRAB BARS LENGTH I�
SIDE WALL GRAB BAR FOR WATER CLOSET REAR WALL GRAB BAR FOR WATER CLOSET SPACING OF GRAB BARSLIOE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REOUIREMENT5 ENDJOIST, or BLOCKING (FACE-NAIL) _ ,J
FOR WIND - EXPOSURES 540 - FOR WIND - EXPOSURES 6$0
GRAS BARS PLACEMENT CRAB BARS SPECIFICATIONS ALL OTHER CA5E5 ONE STORY SLAB ON GRADE FLOOR FRAMING
BUILDING MINIMUM SPLICE';" BUILDING MINIMUM SPLICE'=`
DIMEN51ON (FT) LENGTH (FT) DIMENSION (FT) LENGTH (FT.) J015T TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST
60
—A2135y
275
--� 1..
BRIDGING TO JOIST (TOE-NAIL) 2-95d COMMON EACH END
I 12'-0" 21-011/2'-6" 12'-0" 3'-0"
r..r
j BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END
9 .y .e•
I6'-O" 3'-0"/3'-9" I6'-0" 4'-0"
i " BLOCKING TO SILL or 3-16d COMMON EACH BLOCK
4 8mm " ' ----I I 20'-O" 4'-0"/5'-0" 20'-O" V-0" TOP PLATE (TOE-NAIL)
230 --
I -------® � - LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOUST
24'-0" 41-0"/5'-0" 24'-0" 6'-0"
_77-
-90 " JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST
max 6rr3ex i7-35 28'-0" 5'-O"/b'-3" 2b'-O" 7'-0"
635 150 430-635
BAND JOIST TO J015T (END NAIL) 3-Ibd COMMON PER JOIST
{�) 6'-O"/7'-6" 8'
{et 32'-O" 32'-O" -O"
I1
b Elevation (b)ibt Etevatton Pian
FIG.606.3 k'va0an Plan I.TABULATED SPLICE LENCiTH5 A55UME TOP PLATE-TO-TOP BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON ' PER FOOIT
HEIGHT OF LAVATORIES AND SINKS FIG.602.5URINKING FOUNTAIN SPOUT LOCATION FIG.306.3KNEE CLEARANCE FIG.306.2TOE CLEARANCE PLATE
CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER
SPLICE ROOF SHEATH I NO
LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" 8'-O"/10'-O" 40'-0" II'-O"
LAVATORY/SINK PLACEMENT DRINKING FOUNTAIN PLACEMENT KNEE TOE CLEARANCES PROVIDE AN EQUIVALENT NUMBER OF NAILS
2.TABULATED SPLICE LEN6TH5 ASSUME A BUILDING LOCATED 50'-0" 10'-O"/12'-b" 50'-O" 13'-O" STRUCTURAL PANELS:
IN EXPOSURE B 1 INTERIOR ZONE 8d COMMON b" EDGE / 12" FIELD
_501-011121-011/151-01, 60-O I6-O PERIMETER EDGE ZONE s ad COMMON 6" EDGE / 6" FIELD
3.TABULATED SPLICE LENGTHS ARE BASED B L FOOT WALLGABLE ENDWALL RAKE OR RAKE TRUSS W ad COMMON 4" O.G.
HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT UP TO 9" RAKE OVERHANG
LATERAL LOADS SHALL BE MULTIPLIED BY H/8; 70'-0" 14'-0" 70'-0" Ia'-O"
FOR ALTERNATIVE WALL HEI6HT5 MULTIPLt'THE ABOVE
NOTED MIN.SPLICE LENGTH BY THE FOLLOWNG FACTOR
(ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 80'-0" I6'-O" 80'-0" 22'-0" GE I L I NO SHEATHING
Q'WALL- 1.125
l ' WALL- 125 GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10"=FIELD
11'WALL - 1.3'15 T1115 COLUMN w/MULTIPLIER
12'WALL- 1.5 FOR 10'-0"WALL
4.TOP PLATES SHALL BE A MINIMUM OF 570D 6RADE MATERIAL WALL SHEATH I NO
,�I j/ /� STRUCTURAL PANELS ad COMMON b" EDGE / 12" FIELD
TYF I GAL NA I L I NC/STRA� M
� NC REOU R� EN,TS FOR 5ATHROO1� Y AL.L. 5L OCX I NO GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD
z
UFL I FT, SHEAR, LATERAL WIND RESISTANCE FLOOR SHEATHING (SUBFLOOR) 2
U
"ALL STRAPPING TO BE I/4"x 20 OAUOE** -- "SIMPSON" ECUIVALENT - 0520 (COILED STRAP) STRUCTURAL PANELS:
� 12" MIN 12" MIN 16REATER• ad COMMON 6" ED&E 12" FIELD
THAN I": IOd COMMON 6" EDGE / 12" FIELD
USE 106 NAILS IF STRAPPING 15 OVER PLYWOOD; TVP. FOR ALL
TOILET PAPER 1 _
„ NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 O.G. AT THE PANEL EDGE.
/� //�� 36 MAX ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15, REDUCED. Q
CONNECTION A NAI !� NC I.JR I D �--� �/ FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER
K Q Z X z SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL SE DOUBLED, OR
ry ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT:
I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A Ibd - I X 2 - WHEN WALL 5HEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF
COMMON NAIL w/o PREBORED HOLES. - - - NAILS SHALL BE PERMITTED TO BE REDUCED TO I-16D NAIL PER FOOT.
2.WOOD IS ASSUMED TO BE Dm
R.R. ,F,�2 4 BTR. IN DRY USE m m m s - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH N I SS E N
AT RAFTER TO RIDGE 2" iv SERVICE SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE
CONNECTION: Q USED.
S.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL RENOVATION
rl (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL
12MAX 42" MIN
FOR STRAP - 3 8 d COMMON HOLES,SET NEW MEMBER. ��
NAILS a EA. END OF STRAP. • • • • 4.NO MIXING OF NAIL SIZES OR IPE5 ALLOWED
FOR ROOF SLOPES UNDER 5:12 WITH ? • 5.SEE SECTION b FOR ANY REQ'T TO CLINCH THE NAILS(TO REINFORCED AREAS FOR INSTALLATION OF
G.J G.TIES TIGHTLY BOND THE END OF THE NAIL TO A 40° ANGLE,SEE GRAB BARS AT WATER CLOSETS
ROOF SPANS OF 24 OR GREATER, 6RAPHIG BELOW) 46950 COUNTY RD 48
USE 4 8 d COMMON NAILS ®
EA. END OF STRAP FOR ROOF � b.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY SOUTHOLD NY
SECTION 12.4-PLACEMENT OF NAILS 4 SPIKES 4 TABLE
SLOPES OF 5:12 AND GREATER. GR 4-1.
GONNEGTION BI � B2 CONNECTION DI � D2 SOLID -DRAWING TITLE:
AT RAFTER TO TOP PLATE TO STUD
GONNECTI ON: BLocKING
• EA.BAY STRAPPING, & NAILING DETAILS
B2 FASTENING SCHEDULE
o ° ° FOR STRAP - 3 8 d COMMON NAILS ® �_ AT 57UD TO FLOOR A55EMBLY TO SILL ACCESSIBILITY DETAILS
EA. END OF STRAP: • :'
sm WHEN IN TOWN OF ISLIP OR NAILING 1 PLATES) CONNECTION: D2
NOTE GEOMETRY EXCEEDS THAT PERMITTED IN
MAX. NAILING GRID ABOVE UTILIZE FOR STRAP - 5 8 d COMMON NAILS ® EA.
151MP50N # H2A (OR EQUAL) RAFTER TIE �`'�--. D I • END OF STRAP (WRAP STRAP UNDER SILL PL.) PAGE:
• FOR TOENAILING - 3 8 d COMMON NAILS a FOR EA. PLATE TO STUD ABOVE $ OR BELOW - 003
USE SAME d COMMON NAILS - OO
CONNECTION FOR G.J. TO R.R. - �I IC d COMMON NAILS ■
REQUIREMENT5 FORa ALTERNATE CONFIGURATION - ABOVE STUD TO
RAISED G.LI (WHEN FOR EA. PLATE TO STUD ABOVE 4 OR BELOW AT G.J. TO G.J. CONNECTION: o ° FLOOR CONNECTION w/ # LPT4 SIMI-SON (OR STRAP w/C3)
APPLICABLE) ° ° 8d NAILS m EA.END
_ _16_d COMMON NAILS FOR G.J. TO G.J. - a 16 d COMMON NAILS STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES OF EA.STRAP TO
EA.JOIST-(FOR DATE: 02/01/22 3 OF 10
ALTERNATE USE
SIMPSON H2.5A)
GONNECTION Cl 02
CONNECTION E
AT STUD TO FLOOR A55EMBLY AT STUD TO FLOOR ASSEMBLY TO 51 LL R aR
G2 TO 5TUD CONNECTION: Qh/
a PLATE(5) CONNECTION �� M. P ;F
G IFOR STRAP - 3 8 d COMMON a SLAB ON GRADE APPLICATION: �V' 'Q� O
NAIL5 a EA. END OF STRAP
FOR STRAP - 3 8 d COMMON NAILS a EA. 6`iia ;1
FOR EA. PLATE TO STUD ABOVE $ ORe as END OF STRAP (WRAP STRAP UNDER SILL PL) _
BELOW - 2 16 d COMMON NAILS a,. ' 4.
FOR EA. PLATE TO STUD ABOVE 4 OR BELOW -
° _2_ _16_ d COMMON NAILS '9��O374fl��Q
F N�
OENERAL.`FERAL= S I I " I50L_ < I :
Q U
_ EXISTING TO BE DEMOLI5HED NEW PARTIAL HEIGHT
WOOD FRAME (L.S. 5TL. d7
W N
WHEN APPLICABLE) _j c-I
EXI5TIN5 TO REMAIN F- r-I
NEW WOOD FRAME (L.O. NEW FOUNDATION WALL
5TL. WHEN APPL I GABLE) F- Z
NEW I-HR FIRE RATED ® 2'b"XI'I" J _ z
MIN. (2) 2"x4" STRUCTURAL Z
O
WOOD FRAME (L.O. 5TL. P05T FOR 4 WALL5 P _.1
WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUCTURAL r .� 7 F-- Lid �
NEW 2-HR FIRE RATED POST FOR b" WALL5), U.O.N. I�--J �
WOOD FRAME (L.5. 5TL. L--J I (( I I O O
_) II II Q.
WHEN APPLICABLE) j l \\-� LuI I Z d' m
I W.H. I li r O
` -REMOVE PORTION OF Q J
SLAB ® LOCATION
F ______---_ J� OF PROP. COL. FT5. J O
_ �- -_-�_H-�� - - ..�_ - _ -----Tp____j (SEE PROPOSED) Z O O
B I NETS J L _ J L — J L _ J L - - FURNACE
ALL EX I STING C•A I I � `�
i I I � r__, ---�---- E
PLUMB 1 NG FIXTURES _ a Z 'H
N
APPLIANCES TO BE REMOVEDI 1 - L_-J
I I .K-I'-b"* b'-by2" V.I.F.
W W CD
Lo cr
LO
II
rT_`�
_ I II
MF 1 ��x\\ �I iii \\\
DEMOLITION NOTE:
_ '�_____� II 1-- w
PROTIDE SHORING SND SUPPORT TO ?ALLEEECTED _---_ ---
-------------�--
STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT
OF ANY DEMOLITION OR CONSTRUCto TION. ® v
w _ �-I'-b"�---b'-by2" v.I.F. � w
u xmI-n _ — r_ -_� -- = J
---I---] --
U � J
-- -- 1 V REMOVE PORTION OF I a
SLAB ® LOCATION r
T2,1FORAR`1' 5HQR1 NG/DEMO SEGUENC 1 NG NOTES: -- __J OF PROP. COL. FTG.
I . INSTALL TEMP. POSTS $ GIRDER PER DEMOLITION
PLAN � PER DETAILS. I li i L
2. REMOVE EXIST. GIRDER. �,)
5. INSTALL NEIN GIRDER PER PROPOSED PLANS; SECURE W 7
EXIST. FLOOR JOISTS TO NEVI GIRDER. 419
4. REMOVE TEMP. POSTS GIRDERS.
26 XI I
CELLAR DEMOL 1 TI ON PLAN
SCALE: 1/4" = P-0"
H
II I Lu
hal I
I
HillIIII I 0
IIII EXPOSED IIII I
I II I � PLUMBING III I
I III IIII 1 _ _ w
IF_- I XLJ
IIII IIII ,� \\ L_JI m
LU
1
71 L 11 i —REMOVE PROSECT:
rH I I h
IIII N ISSEN
IIII RENOVATION
i I
III I 46950 COUNTY RD 48
----� __ _ r�--- SOUTHOLD NY
�—�
l i�� 1 1 FURNACE [ _ _ - _-- _-- --- _- 4 II-5'
I I I -� � -_--___
Hill \Gi u I / \\ I I I I Il^\ll 1 \`� II I
--ll __ I I bo DRAWING TITLE:
F--�
I III X� — LL I `-JJ I F---J --� I �'" :`\ I I I U~l din
x or DEMOLITION PLANS
I w<_+H
I III I I I I _ II 11 1 __J
�_.�
E.P. REMOVE L L_--- REMOVE i L REeM J REMOVE ===A i' III 11
11
-____- I ------ I�----�----- I�---- II ----� I / HillII
PAGE:
I JL I
11
I I 11
I'-4y2" J' ' I I A-101. 00
I 1j
----------
I 11
=S� r--------------7 1
I I I 1 II
I I
------i i i i ii DATE: 01/07/21 5 OF 10
------J L--------
1-1 -7
-------1-1--7 _T_ r--i--� -I 1j
I I I i IREMOVE�\� j - 1 1 I I
EXIST. DN
REMOVE
•9�. 034 �d
FIRST FLOOR DEMOLITION PLAN OF
SCALE: 1/4" = I'-0"
POURED CONCRETE AND STEEL REINFORCEMENT NOTES: Q V
NEW PARTIAL HEIGHT I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT
- EXISTING TO BE DEMOLISHED FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND LLJ Z O
WOOD FRAME (L.G. 5TL. DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS W =) (N
WHEN APPLICABLE)
EXISTING TO REMAIN 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION J WTA
NEW WOOD FRAME (L.6. NEW FOUNDATION WALL SHALL BE DEWATERED. THE POUR 51TE SHALL REMAIN DRY FOR Q W >-
5TL. WHEN APPLICABLE) ENTIREx RED Z
OF OUR CONTACT ARCHITECT WHEN WATER =
NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL 3. POURED CONCRETE SHALL BE KEPT M0157 FOR A MIN. OF 14 DAYS w Z
WOOD FRAME (L.6. 5TL. POST FOR 4" WALL5 J =
(MIN. (2) 2"x6" STRUCTURAL 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT F- P Y
WHEN APPLICABLE) POST FOR 6" WALLS), U.O.N. 2& DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE _ L O
NEW 2-HR FIRE RATED 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED O 0 0
WOOD FRAME (L.6. 57L. CARBON STEEL A57MA615 &RADE 60. WWM FOR 5LA55 DO NOT
WHEN APPLICABLE) NEED TO BE EPDXY COATED }• 'CF m
6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS Z
SHALL BE STASSERED = Q
"i. PROVIDE MECHANICAL DEVICES TO HOLD STEEL b HARDWARE IN Z _
FOUNDATION PLAN NOTES PLACE AT TIME OF POURING b MAINTAIN REQUIRED CLEARANCES, W
COVERA6E5, AND PLUMBNESS Q ,J
O18"xW'xl2" DEEP P. GONG. PAD FOOTING .J 00
8. GEMENT SHALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT � ,�
A5 PER NOTED DETAIL (TYP) CONCRETE Z 0
NEW REINFORCED P. GONG. SLAB
e�
O2 O
I. NEW 4" THK. P. GONG. SLAB W 6"xb'-10/10 W.W.M. UPON J
2. 4" (MIN) SRAVEEL BASE UPON 1 Y
� rq
3. 6 MIL POLY VAPOR BARRIER Z N
FOUND B POSTS FOR WD. DECK 4 RAMP:
O3 WD. P.T. POST d P. GONG. PIER UPON FOOTING AS PER Lo w T4
DECK DETAIL (TYP). OTHERWISE ANCHORED TO EXIST. I` = Lo
SLAB WITH 'SIMPSON" (OR EQUAL) BASE.
TYPICAL LED6ER BOARD ® EXT. DECK:
O I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS
2. SECURED w/(2) 5/&" 0 x 5" LONG H.D. GAL. LAS BOLTS
® 16" O.G.
3. INSTALL H.D. &ALV. J015T HANGERS BY 'SIMPSON' (OR
EQUAL)
4. PROVIDE FLASHING TUCKED UNDERNEATH 51DIN6 B
BENT OVER TOPEDGE OF LEDGER BD.
5. SEE NOTED DETAIL
W
F_
OEGRESS WINDOW WELL:
5 PROVIDE NEW EGRESS WINDOW WELL d COVER BY V
"ROCKWELL;ELITE SERIES" bb"W.X-72"H,ITEM #6644-12. OR 14'-8 = ,a J
EQUIVALENT. INSTALL AS PER MAN. SPECS. O Q
EXIST. E
O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405
DOOR NOTE:
O 1. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON Lc _g
(4 � PROP.
PLANS BY 'JELD-WEN' (OR EQUAL).
2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON ij ~`fl ELEC. PUMP II °�`Y*
Q
PLANS BY THERMATRU' (OR EQUAL). Lu ® N----
3.DOOR TYPE TO SELECT - - -
PROP.
4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS I - -_
\��/ 3
5. INSTALL AS PER MANU SPEC.'s 6 ELF-C. W.H. -
b.PROVIDE (2) 2x:8 HDR., U.O.N.
is t � � NEW 2 xb P.T. D.J. ® I6 O.G.
-f. SEE PAGE G-003 FOR ALL OTHER FRAMING
ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. tc
_ � � � F � F 7 F PROP.
SMOKE DETECTOR / GO DETECTOR NOTES: _ EXIST 3 2"x8"V.I.F. _ _ _ _ WATER MILT.
O I. CONTRACTOR 5HALL PROVIDE CODE COMPLIANT N N _ [DROP BEAM]V.I.F.
- SYSTEM I I FURNACE ( m
SMOKE / CARBON MONOXIDE COMBINATION DETECTOR
J - J L - J - L PROP. I 3 [PROP.] (2) 2'1 P.T. DRP'. HDR.
HARD WIRED TO EACH OTHER W BATTERY BACKUP.
2.INSTALL ALL AS PER MANU. 5PEC.'s II 5'-4" SLOP SINK 4'-3"
3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR PROP. 2"x8" P.T. D.J. ® 16" O.G. PROP. RAMP LANDING TO MEET FLUSH W/
IN COMPLIANCE WITH LOCAL GORE -O/ EXISTING CONCRETE STOOP ca EQ EQ
T w
' _ _ `EXIST.
WINDOW NOTE: 2 o" x �v N
O 1. ALL NEW WINDONS $ DOORS SHALL BE WALGOTT r PROP � d � � MODIFIED a I SLAB I 2
CASEMENT, DOUBLEHUN&, OR GLIDING (AS NOTED); / 2"xg::D J ~� 10 ELLARk6 Q EXIST. 3"x10" V.I.F.I
INSTALL AS PER MANU. 5PEG.'S. FOR I ® 16 O.G. PROP. (2) 2"x8" F.J. FLUSH X o ® EXIST.
F.J.1O .430 S.F. �1M P.T. F.J. z �
SUBSTITUTIONS, SEE NOTE #Q IN "6LA55 WINDOWS g_O _ � PROV. 51MP50N JOI5T HANGERS w ® I6" O.G. - � �' Q ® 16" O.G.
AND DOORS" ON PAGE 6-002 IF CASEMENT -_ -
WINDOWS - ALL 05MNT WNDW5 SHALL HAVE '�`_�� 3 V`ry 3 6_O„ - u t= * 11
STRAIGHT ARM HINGE WHEN X O
2.IF DOUBLE HUNS - ALL DBL. HUNS WNDWS TO BE _ I L - J�PROP. ACCESS r Q w
3. ALL GLAZING WITHIN 18" OF FF TO BE TEMP. 6L.TILT KASH 3 HATCH ABOVE
4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND [PROP.](2)
WINDOWS (TYP. FOR ALL) U.O.N. P 2'x'O"
EGRESS NOTE: fDRO��DDBFA1,.11
IN COMPLIANCE WITH NEW YORK STATE BUILDING FLOOR ABOVE �[� I I[PROP. (2) 2"x8f'
CODE,SECTION 5010.2.1;THE FOLLOWING MEANS OF PROP 2"x8"P FRAMED IN ® A-401 P.T. RP. HDR.. O
OPENING OF 8 '
EGRESS SHALL BE FOLLOWED: T D•J• ® I6"OC 6' EXIST. STAIRS. (A I Q •'•" O N
NET CLEAR OPENINO........... 5."1 S.F. DIMENSIONS V.I.F. 1 3 �j Z
NET CLEAR HEI6H1'. 24" MINIMUM I �- O
w
NET CLEAR WIDTH................. 20" MINIMUM 5M/GO
PORTABLE FIRE EXTINGUISHER: 5 ( I x I ry
cV ® 0
10 iN
I. PROVIDE (1) PORTABLE 2A:I05:0 FIRE EXTINOU15HER
(OR EQUAL) IN THE APPROXIMATE AREA INDICATED, IN
COMPLIANCE w/2020 NYS BG QOb. 5 ( PROP.] (2) 'xl " P.T. DRP. HD ix
2. EXTINGUISHER SHALL BE LOCATED IN A CONSPICUOUS A-401 - -
LOCATION THAT 15 READILY ACCESSIBLE AND E6RE55 L
AVAILABLE FOR IMMEDIATE USE. EXTINGUISHER SHALL WINDOWLu
NOT BE OBSTRUCTED OR OBSCURED FROM VIEW. 4 Q 3
3. INSTALL PER MANU. SPEC.'S EITHER ON SUPPLIED WELL d� � = �-
Q
E I cv ® I D
'1 001 K I it
HANGERS a BRACKETS OR WT CABINET S D TO z PROJECT:
HOUSE PORTABLE MIRE EXTIN6UISHE R5. CABINETS ROP. 2 "xl " P.T. DRP. HDR.
SHALL NOT BE LOCKED.
4. LOCATE BOTTOM OF EXTINW15HER AT LE=AST 4" ABOVE
FLOOR AND TOP OF EXTINGUISHER NO MORE THAN 5'
EXIST. N ISSEN
ABOVE FLOOR. FOR EXTINGUISHERS WITH GROSS
WEIGHT EXCEEDING 40 LBS, LOCATE 50 THAT TOP OF
EXTINGUISHER 15 NO MORE THAN 3'-6' ABOVE FLOOR.
FOR WOOD STAIRS AND RAMPS ® GRADE: 8-1 3 RENOVATION
II 4" THK. P. GONG. PAD 5" WIDE x REQ'D LENGTH UPON A-401 A-401
6" GRAVEL UNDER P.T. 5TAIR/RAMP 5TRINGERS ® 3 4
MAX. 16" O.G.,U.O.N. (MIN. 3 5TRIN6ER5)
CC,, �''') PLAN
46950 COUNTY RD 48
GONGETE - GOLD WEATHER POURING $ CONCRETE MIXTURE FROG CSF-L/ FOUNDATION PLA `� SOUTHOM NY
1. THESE 5PECIFICATION5 SHALL APPLY FOR THE POURING OF
CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE 50ALE: 1/4" = P-O"
HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE DRAWING TITLE:
2. SPECIFICITY OF CONCRETE DE516N MIX 5HALL BE BY OTHERS
• PROPOSED FOUNDATION PLAN
3. ALL GOLD HEATHER PREPARATIONS AND CONCRETE POURING SHALL
CONFORM TO AGI 306.
4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND /
SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO
TEMPERATURES WITI41N 10° F OF CONCRETE.
\\ \ \ \\\
'.0 ;\,. >.. ... .. ... \• oc ..:•:.\:... ..s°` �.�. \\i .\,, c`.. .moi .��a:.>..:.:;•;
< BE PLACED ON ICE OR SNOW. � �� SGHEt�Ui.� � \
5. IN NO CASE SHALL CONCRETE �: o\• \ .\.. \ ..\ \\
REMOVE AS REQ D. ..:... ,. �
6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE DOOR
PERMITTED WHEN NECESSARY. A-102000
T FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER TAG DESCRIPTION MANUFACTURER RAT�6 NOTES
AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. WIDTH HEIGHT
45 MIN. RATED PUBLIGdEGRE55 DOORS TO
5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. 5ELF-CLO5ING MEET A.D.A. STANDARDS ALL NEN
s. -003 FOR NAILING STRAPPING DETAILS.
\ \ .\ \o \\. .\\. \....
DO B GOTT• ST 5 PER SPEC SEE PAGE G '
.\\ \. ��� \\. ...\\ \ \\ DAT
\. . � ,,. \ �;. 07 21
\ \
I RES ARE \ 6
ORR051VE ACCELERANT ADM
MIXTURES \\. \. OF 10
9. NON CHLORIDE NON G
\..\.: . ... . ... ......\ ,. .....:>:.> .� \ .,. .. �.. >.\.. .\�\:. . ..�.;.\ �:�� SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER U.O.N.
PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 �.>.�.::\\ :...... . °". .:� � ... �: �: .'\O\ \ ', •.• ��_?:�:> :`:...�
SGANDE.
4 4M TYPE .:... .... ...... :. . .. � \ .. \ .\ . . .. � .... \. . .. �.. ..
(ASTMG4g4 G a )
51 N6 E SW N THERM TRU 36 `
101 L 80 12 ITE .� \.\.>. \ ,.- .. • �.:
.. :.:�. >. � ..... ..\�.: .. .. . .. .\ \..\\ \. \. \. \.....
10. CONSULT ARGHITEG F WHEN STEEL EMBEDDMENT GROSS SECTIONAL � A .. >... .... .. \ \\\..:.... ,.,::. \�._ :�,. >, \\, •�. :�..:;
AREAS EXCEED ONE: SQUARE INCH. 102 SINGLE SWING THERMA-TRU 36" 80" FULL LITE °" EGRESS
�� lNDDt}�L� �I�f; � INDIVIDUAL WINDOW CLEAR
11. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED
TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS TAG- TYPE MODEL # N ,=-" DIMENSION OPENING
REACHED A COMPRESSIVE STRENGTH OF 80o P51. 103 SINGLE SWING JELDWEN OR EQ 36 80 SOLID INTERIOR "' •. \ REQ'D: 20•, TEMPERED
°\ WIDTH
...
r
WIDTH_::„ :y\` - \\\ HEIGF+T REQ: ,BRED C Iok
\ \SIH "` WIDTH HEIGHT
>,.. .. ... ,. >...`>°. :. > I OPEN REQ D: 5.'1 S.F. ��� M. �x��
12. PLACEMENT TEMPEP:ATURES SHALL CONFORM TO AGI 306 104 SINGLE SWING JELDWEN OR EQ 24" 80" SOLID INTERIOR
(2) DOUBLE (2) 2442 �:::. ������ ��: �'.,::\�x •.;
A4" 231" 41�;: p
105 SINGLE SWING JELDWEN OR E0 24" 80" p MECHANICAL HUNG MULL. ::. :°'t'. :;::" :;.:.. ' �`r ' �-A
ROOM2
B AWNING AW4224 ; ;: :.42 " ' 41 251"
:. ,.:.. o"
106 51NOLE SWING JELDWEN OR EQ 32" 80" SOLID INTERIOR
G AWNING AW4220 41 " 19 ;
.... .> ¢: :.. ... ...'.:`..... .<. ..
.. ..
.. .. ....
Y/
.. ...>. ..v.
�\ � \\\\.. �. � \
SEMEtE .,..., \\. \
I:3A .... >.. \ \. . \.. . \.\ ...:..::. �: ... :\: \. �... \ate .�.
\. \\ \\ \ ..�\\ ��. \.. \. .\.�� \ .\. D AWNING AW5424
-------------
001 51NOLE SWING THERMA-TRU 36 80
lIL IF --J1 E CASEMENT GA36426" s: `' 35 41 e OF NE
0E I ` DRAL 5"*r��50L <E"�r
Q , U
H16H EFFICIENCY LAMPS: �--
NEW PERMANENTLY PARTIAL HEIGHT NOT LE55 THAN q0% OF THE PERMANTLY INSTALLED LIGHTING
EXISTING TO BE DEMOLISHED W Z
- WOOD FRAME (L.6. STL. FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER UJ =)WHEN APPLICABLE) 2020 NYS EGG 8404.1
EXISTING TO REMAIN J
H �
NEW WOOD FRAME (L r. NEW FOUNDATION WALL HOT WATER PIPING INSULATION: Q W
MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE
57L. WHEN APPLICABLE) INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE Z
FOLLOWING CONDITIONS PER 2020 NY5 EGG R403.4 d R403.5: 0
NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL
POST FOR 4" WALLS I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING J _
WOOD FRAME (L.6. 51-L.
WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL FLU1D5 " AN OR O RF N NOMINAL
POST FOR 6" WALLS), U.O.N. 2. PIPING �" AND LARGER IN NOMINAL DIAMETER O
3. PIPING SERVING MORE THAN (1) DWELLING UNIT
NEW 2-HR FIRE RATED 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE 0 O O
WOOD FRAME (L.6. 57L. 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD Lo m
WHEN APPLICABLE) 6. PIPING LOCATED UNDER A FLOOR SLAB }- CF m
1. BURIED PIPING Z
8. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS 0
OTHER THAN DEMAND RECIRCULATION SYSTEMS.
O
FLOOR PLAN NOTES
_
Z
DOOR NOTE:
Q � W
Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON00
PLANS BY 'JELD-WEN' (OR EQUAL).
2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON J
PLANS BY 'THERMATRU' (OR EQUAL). TA Tj
Z O
TA
3 .DOOR TYPE TO SELECT 0
4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS J O
5. INSTALL AS PER MANU SPEG.'s
6.PROVIDE (2) 2"x8" HDR.,U.O.N.
Q Z tq
-i. SEE PAGE G-003 FOR ALL OTHER FRAMING
ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N.
LL. WtD
OSTAIR 8 RAILING NOTE: L0 w Irl
2 I. ALL NEW STAIRS SHALL HAVE MAX. -1-1/2" RI
4 MIN. 11" Tr - RISERS SHALL BE OL05ED O
2. 42" HIGH OUAR.DR.AIL 6 SPINDLE 5PAGIN6
r'IJO
NOT TO ALLOW PA55A6E OF A 4" 41 SPHERE;
36" HIGH HANDRAIL 4 SPINDLE 5PAGING NOT
TO ALLOW PASSAGE OF A 4" Q SPHERE
3. &RIPPABLE RAIL A5 PER CODE
4. R.AILIN6 TO BE WOOD U.O.N.
33'-5"
LLI
O SMOKE DETECTOR / GO DETECTOR NOTES: 28'-8" 4'-:2"-
1.
'-2"I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 4'-O" EQ. EQ. 4'-O" V 4
SMOKE / CARBON MONOXIDE COMBINATION DETECTOR
W ,-
HARD WIRED TO EACH OTHER w/BATTERY BACKUP.
2.INSTALL ALL A5 PER MANU. 5PEC.'s
3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR
IN COMPLIANCE WITH LOCAL GORE
A 4 4B A 4 4B A 4 4B -1` I 811�• (� J
-3" WINDOW
r A R.ELOG. FROM REAR Q
O WINDOW NOTE_ in EXPOSED OO
4 I. ALL NEW WINDOWS $ DOORS SHALL BE WALGOTT PLUMBING I
1 I
CASEMENT, DOUBLEHUNG, OR 6LIDIN6 (AS NOTED);
'
INSTALL AS PER MANU. SPEC.S. OR r 5TORA6E EXI5T.4 4B 43 S.F.
SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS
AND DOORS" ON PAGE 6-002 IF CASEMENT
WINDOWS - ALL GSMNT WNDWS SHALL HAVE 5'-O" N _
�` m
STRAIGHT AIRM HINGE WHEN I
2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE I EG2. EGZ. 1
TILT WASH in w
3.ALL &LAZING WITHIN IS" OF FF TO BE TEMP. 6L.
4.5EE PAGE 6-003 FOR FRAMING ELEMENTS AROUND "
ss.....�.�-. - 45 4 O
• I I
WINDOW5 (TYP. FOR ALL) U.O.N. • MAIN OFFICE -
EGRESS NOTE_ 5M/00 314 S.F.
IN COMPLIANCE: WITH NEW YORK STATE BUILDING
GORE,SECTION R.310.2.1;THE FOLLOWING MEANS OF 101 i IS 102 I 15 BREAK ROOM +, O
-
E6RE55 SHALL.. BE FOLLOWED: `D 14 55 S.F. ^r
NET CLEAR OPENINry........... 5."I S.F. 0 I
NET CLEAR HEIGHT............... 24" MINIMUM $'- "MIN VESTI . E 103 I 101
NET CLEAR WIDTH................. 20' MINIMUM '
84 S.F ;. = • ,e. PROVIDE "xb" 41_311
SM/GO _,} DECKING
O (5' MIN. CLEAR)
4B HEADER (TY '.),:
(2) 2"x8" HEADER U.O.N. 1-O" N. 16'-0"
'1
m ATTIC NEW A.D/ 111-510
HATCH. FURNACE
NEW EXHAUST FAN SHALL BE INSTALLED WHERE P BAT14 M
Vlb 1,
O5 VENTILATION Iii NOT MET BY MEANS OF NATURAL b EKING X6 n II \ / O m0 - 5-F \ O REF. ICE dJ z u�
CIRCULATION THROUGH WINDOWS OR DOORS TO \ O
4033.2.5; INSOOR TALL A5 PER MANU. SPECS E5 AS PER NY5 MEOH. DE SECTION LENG�H 16;12 n IAX.) � \ � �� i 10 � �a
MIN r FLOOR % j ��� i OFFIG;° #I OFFICE #2 p
NEW ATTIC. AGGESS - PULL DOWN STAIR: �. pR (ACCESS \ '" i = REAR
�p __ 48 S.F. 5 BATHRO WORK5HOP 4B 4
O 2.SIZE TO FIT MECH.(EQUIP. THROUGH OPENING (MIN. �J RAM�ro .b q �HATGH iv -- I I I �r 24 450 S.F.
22"X50") V \ 13 1 12 4 4B 4 4B 4 4 O B 4 5 104 I q
5.1 HR FIRE RATED _2 E.P. -f
4.DBL. FRAMING WHEN NEW OPENING q
5. INSTALL AS PER MANU. SPEC.'s
6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS m REPLA.E B .� 5'-6" B5'-3y2" B3'-q" D m
_ry � W
O ALL NEW PLUM131NO FIXTURES TO COMPLY WITH PG 405 . EXIST.WINDOW
cn 3''1 211 4'-y21 '-OY2" 5'-OY2" 7'-6" 5'- 1 °w O �n
EXIST. 6A5 EXIST. EL. z
ACCESSIBLE PLUMBING ELEMENT METER METER
7B ALL NEW ACCESSIBLE PLUMBING ELEMENTS $ FACILITIES EXIST.
TO COMPLY WITH 2O0q ICG AII-1.1 CHAPTERS 3 $ 6. SEE A.C. 0
AL50 STANDARD DETAILS ON PAGE 6-003. - O
U
NEW FLOOR:
O8
I. NEW Jq" PLYNOOD SUBFLOOR BENEATH (GLUE b 5GR.EW); b
5CR.EW PERIMETER OF SHEATHING 4" O.G. B 12" O.G. ® E6RE55
INTERIOR.
WINDOW PROVIDE t"x6"�Q H
2.NEW FINISHED FLOOR PER H.O. SELECTION
WELL EGKIN6
RAMP 4 RAILING NOTE: O 4 Q _
O 1. A.D.A. RAMP SLOPE SHALL BE NO STEEPER THAN 1:12 z Q
2. GROSS SLOPE MEASURED PERPENDICULAR To TRAVEL 4B 4 G 1 101
OF RAMP SHALL BE NO STEEPER THAN 1:48 (290 SLOPE)
PROJECT:
3. SURFACE OF RAMP SHALL BE OF SLIP-RESISTANT
MATERIALS THAT ARE SECURELY ATTACHED
4. PROVIDE EDGE PROTECTION ON EACH SIDE OF RAMP N ISS E N
RUNS d LANDIN65 AS PER 2015 IBC 1012.10 EQ. 15-l„ Ea'
5. 42" HIGH GUARDRAIL $ SPINDLE: SPACING NOT TO
ALLOW PA55A6E OF A 4" m SPHERE;36" HIGH RENOVATION
HANDRAIL B SPINDLE 5PAGIN5 NOT TO ALLOW
PA55AOE OF A 4" 4) SPHERE (PROVIDE HANDRAILS ON
BOTH SIDES FOR RAMPS WITH RISE GREATER THAN 6")
6. 6RIPPABLE'_ RAIL A5 PER GORE EXIST.
A.G.
46950 COUNTY RD 48
to A.D.A. ACCESSIBLE BATHROOM: I I �I
I. ACCESSIBLE BATHROOM ER PER ICG AllT.1-200q. FROPOSE17) F I RST FLOOR FLAN
`f, SOUTHOLD, NY
2.DOOR SWING OVERLAP PERMITT_D DUE TO 30 x48
CLEAR AREA.
SCALE: 1/4" = 1'-0" DRAWING TITLE:
II TURNING SPACE:
60"m (MIN.) TURNING SPACE IN COMPLIANCE w/ IGC AII"I.1, PROPOSED FIRST FLOOR PLAN
SECTION 304.
OFIRE RATED DOOR:
12 2¢X61 5/4' HR. SELF-CLOSING STEEL DR.
FLOOR ACCESS HATCH:
\.
_ D 22 X30 MIN FL T O WL
13
PROVIDE INSULATED
\ \
O -
\..
SPACE BETWEI_N FLOOR JOISTS. FLOORING MATERIAL TO \.\\..\`
APPLIED OVER DOOR AS TO ALLCW OPERATION WHILE -- -
--" ---- --'- - '--- -- -..»ate-- --
MAINTAINING A CONTINUOUS FLOOR LOOK. DOOR A-103m00
4 O PORTABLE FIRE EXT(NOU I5HER:
I. PROVIDE (I) PORTABLE 2A:105:0 FIRE EXTINGUISHER TAG DESCRIPTION MANUFACTURER FIRE NOTES
(OR EQUAL) IN THE APPROXIMATE AREA INDICATED, IN RATING
COMPLIANCE w/2020 NY5 BC q06. WIDTH HEIGHT
45 MIN. RATED PUBLIG6E&R.E55 DOORS TO
2. EXTINGUISHER SHALL BE LOCATED IN A CONSPICUOUS SELF-CLOSING MEET A.D.A. STANDARDS
LOCATION THAT 15 READILY ACCESSIBLE AND ALL NEW WINDOWS SHALL BE WALCOTT; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE "6-003" FOR NAILING 4 STRAPPING DETAILS.
..�\. .� \� \. \ \..�.. \:. .\. ,; ;�:,�:�• \�:�:��:.\. \ DATE:
\ ��\\
AVAILABLE FOR IMMEDIATE US_. EXTINGUISHER SHALL ....,\`-... ,..�\�> ,, ;�: °� .-.\... ,\\.\\-..."• \ .\\: ..�\.. >~�.�. � ,. \. OF 10
SEE: DOOR SCHEDULE FOR ALL 6 ASS DOORS FROM AMEMANUFACTURERU.O.N.**
NOT BE OE STR.UGTED OR OBSGJR.ED FROM VIEW. \:\.\ ... �.
3. INSTALL PER MANU. SPEC.'S EITHER ON SUPPLIED „
L R 5
. .. \ )l1r,"
\�\\ ` `�\� ... ..� .\ n\\\\� .`. ....\`\. .� .. \. �\ .\\�.� \..\HANGERS f BR.AGKETS OR WITHIN CABINET USED TO _ . \ .\ .\ .. \ . �\ .\..-. � .a \16 THERMA TRU 36 80 12 LITE SING E SW N / .. \` .. . \ \101 L \\ .\\ :v \`..... ,.., e. .. . \ \ \\\\ \.. ..\ a ..\`:. .. �.. .. \ .\.HOUSE POF.TABLE FIRE EXTINGUISHERS. CABINETS \\ .... .. �. \ \\ ...\ . ..\ `.`. � �\\ .....` ....>, o.. \: >:\ .?.\..
:..: ....`.:
\c..: :.. ..... \
SHALL NOT BE LOCKED.
\
4. LOCATE BOTTOM OF EXTINW15-ER AT LEAST 4" ABOVE 102 SINGLE SWING THERMA-TRU 36" 80" FULL LITE
F \`EE�it �IlDtJ; L,tCt1 INDIVIDUAL WINDOW CLEAR
FLOOR AND TOP OF EXTINGUISHER NO MORE THAN 5' 1L ,: \\ '` _ :".a.,,., DIMENSION
ABOVE FLOOR. FOR EXTINGUI5HER5 WITH OR055 TAG TYPE MODEL d.P" �`:... OPENING TEMPERED Ft d R
WEIGHT EXCEEDING 40 LBS, LOCATE SO THAT TOP OF 103 SINGLE SWING JELDWEN OR ECC? 36 80JF SOLID INTERIOR '.' ":\ _ WIDTH REG2D: 20
EXTINGUI51-IFR 15 NO MORE THAN 3'-6" ABOVE FLOOR. `°`
.�. :.\�� ;: �\�\ \,..,,\ HEIGHT R.EG2'D:24"
WIDTH HEIGHT OPEN REQ'D: 5.1 S.F. M A�
AGGESSIBLE ENTRAGE 104 SINGLE 5WIN6 JELDWEN OR ECS 24 80 _1 SOLID INTERIOR (2) DOUBLE (2) 2442 W/ �
15 I, ACCESSIBLE DOORWAY A5 PER ICG A111.1, GRAFTER 4. HUNG MULL.
MECHANICAL � \
2. DOOR THRESHOLDS 5HALL BE /2" MAX. IN HEIGHT. 105 51NOLE 5WIN6 JELDWEN OR EQIL 24" 80" ;\, , \g,,;., .` \ \`,\
ROOM \ "\ II „
B AWNING AW4224 \42 ` \. q '.. 41
106 51NOLE SWING JELDWEN OR ECS 321, 80" 50LID INTERIOR \\ , `_
G AWNING AW4220 �.. \\ (III 0 5
tp
Al
41 Iq
y 3740 4
\
v\ \\\ \\\
B ✓:ESN.\. ,\\ �- \\\\ \ - \ \. \ \. \\ \ .`.. OFN
\. D AWNING AW5424 .34..\ 4 53 23
.....:...` .. .... ...a+..\..... ...` .."•mow\�\\\.\ \.. \�.., \., ems:�\.. \\\\. \.. \» i�o� \\\� ��.� �\�. .��:-� \\�`\w�»
001 SINGLE 5WIN6 IFTHERMA-TRU 36" �l 80" E J.- CASEMENT =rA5o42 "\ \\\\ " "
;;fib;.,:: :\,e` 35 41 a �a
(L �
EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT
- WOOD FRAME (L.G. 5TL. W= N
EXISTING TO REMAIN WHEN APPLICABLE) -j �
NEW WOOD FRAME (L.67. NEW FOUNDATION WALL Q W >Lu -
5TL. WHEN APPLICABLE) O Z
NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL OJ =
WOOD FRAME (L.G. 57'L. POST FOR 4" WALLS
WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL Lf)H J
Yr- Y
POST FOR 6" WALLS), U.O.N. F Q AIIA2 O a) O
NEW 2-HR FIRE RATED � 0
WOOD FRAME (L.G. 5TL.
(L� � Lo w
WHEN APPLICAB E L )
Z
0
~
EXIT SIGN WITH EMERY c5ENGI \� ®
O Z
EXIT LIGHTING �I \ --�(CANDELAS) W
Q J
- � - � r- - � I- N -j 00
--GD I I 1 0 1 1 0 1 N z C)
07 EMERGENCY LIGHT J L J L - J L - J
_GD (GANDELA5) \ _ . _ HJ �
_ N �® Y � O
- N � �°� 1 Q Z 4
- N '� wcD
I I MODIFIED I P_ Lo
' - CELLAR I 0J O
r - La � 430 S.F. � I Q
_ I N
mA:2 Al
ui
EGRESS 8 EMERGENCY DEVICE NOTES: _
I. REFER TO "FIRE d SMOKE PROTECTION FEATURES" W- -
MJ
AND "MEANS OF EGRE55 d AGCE5515ILITY" NOTES ON °� =
PAGE 6-002 FOR GREATER DETAIL.
2. IN THE EVENT OF POWER SUPPLY FAILURE, AN
EMERGENCY ELECTRICAL SYSTEM 5HALL I J
AUTOMATICALLY ILLUMINATE MECHANICAL ROOMS AS
PER 2020 NYS BG SECTIONS 1008.33, AND SHALL
5TORAGE
PROVIDE POWER FOR AT LEAST 90 MINUTES USING BATTERIES,UNIT EQUIPMENT, OR AN ON-SITE
N
GENERATOR. M
3. ALL DOORS SHOWN ALONG INDICATED EXIT ACCESS
ROUTES, EXCLUDING MECHANICAL ROOM DOORS,
SHALL BE EQUIPPED WITH PANIC HARDWARE IN - - - -
COMPLIANCE WITH NYS BG 1010.1.10. EGRESS _ I
4. FIRE ALARM d DETECTION SYSTEM'.3 (INCLUDING WINDOW = = i..M
AUDIBLE B VISIBLE ALARMS) ARE NOT REQUIRED FOR
�2 O r►°
THE PROPOSED OFFICE, AS NONE OF THE CONDITIONS
STATED BY NYS BG 1107.2.2 $ 907.:2.1 EXIST.
H Al
5. NEW EXIT SIGNS ARE NOT REQUIRED FOR ROOMS OR
AREAS WHICH ONLY REQUIRE ONE EXIT, A5 PER NY5
BG 1015.1 EXCEPTION #I. - -
PROPOSED FOUNDATION EORESS PLAN
O EMERGENCY ILLUMINATION:
I. PROVIDE EMERGENCY LIGH75 ALONG PATH OF
SCALE: I/4" _ I'-O"
EGRESS AND IN ELECTRICAL EQUIPMENT
ROOMS.
2. LIGH75 SHALL BE PLACED SUCH THAT
ILLUMINATION OF MEANS OF: EORE55 SHALL
NOT BE LF-55 THAN I FOOTCANDLE (11 LUX) AT
THE WALKING SURFACE AND SHALL BE
PROVIDED AT ALL TIMES THAT A ROOM OR
SPACE 15 OCCUPIED.
3. IN THE EVENT OF POWER SUPPLY FAILURE, AN
EMERGENCY ELECTRICAL SYSTEM SHALL
AUTOMATICALLY ILLUMINATE EGRESS AREAS
AND ELECTRICAL EQUIPMENT ROOMS FOR AT a
LEAST c10 MINUTES U51NO 50TRA5E BATTERIES, ��,a
�2`or
UNIT EQUIPMENT, OR AN ON-51TE GENERATOR. 00
4. SEE "MEANS OF EGRESS 8 ACCESSIBILITY" f O
NOTES ON PAGE 6-002.00 00` M
M STORAGE
al f, 43 S.F. Lu
L�
AG .::.
\.. \ q
.
\ .o.. \
\\...\.... ..��........��.\�:e\;;.:...... ....:�.;.:.<� t � MUM ,\\•
MAX. RIWQD.:,I.t .r3 )
...... DatCNfpi2.101\11\111 11
Pc 1
DE�1t�hfAT'ION:..:: �
\, »$\\\.
\\ .,... DA
LOAD......, fI. DE.{INJ .\.\....
'F
R
\ \
.\.... \ \o\.,....\ :\\ \ 1
Q I
\. .\\�\\ >�✓f«+I�.,.tTt to ��� .\\�\�.:
`r� .\ �\..
\.AVA-DOOR 5 0.2 1.0 32 36 YES MAIN OFFICE M
f 3-14 S.F.
Ck
00
B-DOOR 5 02 1.0 32 36 YES A Q Lu
\„ 1X x 0 BREAK ROOM I to p
` z �2�C'2�
K1 55 S.F. _ _ = = = i..r = : = _ �_
G-DOOR 1 0.2 0.2 32 36 YES = _ _ _ �`
, .. a D � � D� G2 M ��` � O N°rvt
x � D r PROJECT:
�� VESTIBULE S 10-I 2� 2
":\` I 845.F. I = = r= = = = _ _ _�_ _ _ _ = = = = = ice LJ G D x PROVIDE "xb..
\' D-DOOR I 0.2 0.2 32 36 YES
E-DOOR 5 02 1.0 32 36 YES ,; DEGKINO
N 15GD , 2' 2' 2 N N I SS E N
F -DOOR 8 0.2 1.6 32 36 YES M
ATTIC _ RENOVATION
6-DOOR 3 0.2 Ob 32 36 YES HATCH. O O v
- - -
pROVlD� BATH(�R OM -I-
\\ ..; bEC X6'� S.F.\ REF.
H-DOOR 3 0 2 O.b 32 36 YES KING �_ z
2
� \ I -WINDOW 3 0.3 OA 32 36 YES (- I �� 1
\\ U 0 46950 COUNTY RD 48
FLOOR I /� 1 ® X
c. (ACCESS �� �� 1 OFFICE #I OFFICE #2
REAR SOUTHOLD NY
J-STAIRS 3 03 0.9 44 40 NO l
WD, THATCH J 48 S.F. 45 S.F. /�/ BAT
WORKSHOP
RADO N D q \ ( 24 450 S.F.
K-RAMP 3 0.3 0.9 36 40 YES W
D�,D2 O DRAWING TITLE:
\ f
L-STAIRS 8 0.3 2.4 44 44 YES
PROPOSED EGRESS FLOOR PLANS
M-RAMP 5 0.3 I.5 36 40 YES
O
-EGRESS COMPONENT IS AN EXISTING NON-COMPLIANT ITEM. THE SCOPE OF WORK DOES NOT INCREASE THE REQUIRED 51ZE OF THIS2
EORES5 COMPONENT AND DOES NOT RESULT IN AN INCREASE IN THE DEGREE OF ITS NON-COMPLIANCE.
:.... EXIST.
\ ...
\ \
\. ..
\ \
\ acMail \: a
\ \.
\ \ \ \
\.. �r� \.\;�\ .�\\ ,.\. PAGE:
\\. \:.. \ \ \ o
\\ \ ��w\\\..��;.w\\ \. \�.\ \...\.. .\..
;:; \\\ \. :\\. \. \\ \.. y
�\\\. \\\ ..moi.\:.. �\. ��\,\�\\• \\. ,
'\ �\ �.. \\: '\_.MAN. \\. �. Fl .E� RO�7TE r' GOND Eni�55 t'�CJU'1"i ,,.:
\ :.
\
F7Jf IC.. \
\. \
:...>. . ..,<.��........ .WIN mw
\.. 5I2L � :IC�AD'3�C`v'!"i" 2 1,7 't'
.:...,,:.>..,: \\;...•: \(!£SCS AC31 \\.
� 5.i�.fC1GGClPA \\,�.OAI�; \\ ,,�LLDh�_ `'
\\> \.\ ECREss
-10 mOO
\\ \
. .\ \\\ .
k 6 O
CKING Q
L
WINDO � PROVIDE �"x d
� E li 4
ty
O
. �, s .-� �c'� _ _ _ _ _ DATE: 02/01/22 8 OF 10
CELLAR BUSINESS 430 150 3 100/200 Py 30.5 Az 28.8
000
STORAGE ARI°A5
\ \\; \ MAIN OFFICE BUSINESS
AREA 514 150 3 100/200 Bi 31.5 E32 41 '
000 000
a
a4 ARIAS
\
BUSINESS
OFFICE#1 45 150 1 100/200 Ci 235 Cz 56.5
ARI=A5
n I D
BUSINESS A�C.
ft
OFFICE#2 45 150= 1 100/200 Di 36.5 D2 43.5 /y
\\. REAR BU51 NE55450 150 3 100/200 Ei 201 E� 15.5
� ��
WORKSHOP AR'_A5
EXIST. r �.�i
A.G. f-
�. . TOTAL: II * €R3 II
11 PROPOSED FIRST FLOOR EORESS PLAN
-THE FIRST AND SECOND NUMBERS ARE THE'MAXIMUM TRAVEL DISTANCES WHEN ONLY(1) EXIT AND MORE THAN(1) EXIT 15 PROVIDED,RESPECTIVELY. AS PER 2020 NYS BG _ r
TABLES 1006.2.1 d 1011.2. tit
SCALE: I/4" I'-0"
2-WHILE ONLY(1)EXIT 15 REQUIRED PER 2015 IBC 1006.3.3,(2)EXI75 ARE PROVIDED AND CONSIDERED. = �.9� 037405 �O�
COMPLIANCE STATEMENT:
TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT,THESE PLANS AND 5PEGIFICATION5 ARE IN COMPLIANCE WITH THE 2020 NYS BG U51N6
CHAPTER 5 4 CHAPTER 10
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SCALE: NTS SCALE: NT5
SCALE: NTS
DRAWING TITLE:
PLUMBING RISER DIAGRAMS
GAS RISER DIAGRAM
PAGE:
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DATE: 01/07/21 10 OF 10
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