HomeMy WebLinkAboutSalt Air Farm LLC - 1535/1555 New Suffolk Rd ��o��gtlfFQ��.coG
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James Garretson,Chairperson • Town Hall Annex
Anne Surchin,Vice Chair y?1�1 ���' 54375 Route 25
Donald Feiler PO Box 1179
James Grathwohl Southold,NY 11971
Robert Harper Fax(631)765-9502
Gary Parker Telephone: (631)765-1802
Edward Webb www.southoldtownny.gov
Damon Rallis,Administrative Assistant
Town of Southold
Historic Preservation Commission
RESOLUTION#10.18.16.1
October 18, 2016
Certificate of Appropriateness
RE: 1535/1555 New Suffolk Road, Cutchogue, SCTM# 1000-109.-7-10.5
Owner: Salt Air Farm LLC
RESOLUTION:
WHEREAS, 1535/1555 New Suffolk Road, Cutchogue,NY is on the Town of
Southold, New York State Registers of Historic Structures/Places, and
WHEREAS, as set forth in Section 56-7 (b) of the Town Law (Landmarks Preservation
Code) of the Town of Southold, all proposals for material
change/alteration must be reviewed and granted a Certificate of
Appropriateness by the Southold Town Landmarks Preservation
Commission prior to the issuance of a Building Permit, and
WHEREAS, commissioners met with the applicants (Prudence Wickham &Dan
Heston, owners) in a pre-submission conference on November 17, 2015,
and
WHEREAS, commissioners conducted a site visit in December, 2015, and
WHEREAS, an application as submitted to the commission on July 29, 2016, and
WHEREAS, a public hearing was held on October 18, 2016,
WHEREAS, the applicants agreed to place the barn in alignment with the other
buildings on the property,
NOW THEREFORE BE IT RESOLVED, that the Southold Town Historic
Preservation Commission determines that the proposed work detailed in the above
referenced application has met the criteria for approval under Section 170-8 (A) of the
Southold Town Code and,
BE IT FURTHER RESOLVED, that the Commission approves the request for a
Certificate of Appropriateness.
MOVER: Commissioner Grathwohl
SECONDER: Commissioner Surchin
AYES: Garretson, Feiler, Harper
NAYS: n/a
RESULT: Passed
Please note that any deviation from the approved plans referenced above may require
further review from the commission.
J J
Signed ---
Damon Peter Rallis,Application Coordinator for the Historic Preservation
Commission
Date:
0 C".W tz?
��gUFFC��� � ) )
Scott A. Russell � �� r��-����r� STORMWATER,
R,
SUPERVISOR �V]C�\N A\(G�]E��[]E_T
SOUTHOLD TOWN HALL-P.O.Sox 1179 p Zh
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold
C114,PTER 236 - STORIVIWATER IMNAOEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS )PROJECT II'lIVULVE ANY OF THE E I1'®I LOWING:
yes No (CHECK ALL THAT APPLY) ` )
n E?f A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
®[3""B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
100 feet of horizontal distance.
El D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
EIE. Site preparation within the one-hundred-year f loodplain as depicted
on FIRM Map of any watercourse.
E114 F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
t
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 238 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your 13uildiug Permit Application.
s.C.T.1v1. ». 1000 Date.
APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) G+ pstr ict p
Q O c(
Section Block Lot
D'._I :,f .�1E.1d"( 1;':F. 0NL1' ,
Contact Information
RevjewedBy
Property Address / Local Ion of Construction work_ t+
Approved fCr ):rUC'C:�..7;`P B,),!ding Per;nit
� I
r
Stomwaler i�lLt:.ge)7u:n: Co:)1lo! ?)aft Nol Required
_ _ _ _
El
iFo•v,,ifd 14 :o;hlevltW i
! '\)!<11'! ' SW l'- ;r):; JN1AY 201 !
. i
APPLICANT. S.C.T.M.*: 1000 �� CHAPTER 236!Property Owner.Neign Professional,Agent,Contractor,Otber) —au M 0O e(Q
if Stormwater !Management Control Plan CHECK LIST
Section Block tat S M C P -Plan Requirements: Provide ONE copy of the Building Permit A olicatlon.
NAVE: 4 F, F
Date: * The applicant must provide a Complete Explanation andior Reason for not providing
9 �1 all Information that has been Required by the following Checklutl
.�„3,„ raknna,c rnma� 9
I A Site Plan drawn to scale Not Less that 60'to the inch MUSIf You answered No or NA to any Itern., Please Provide Justlf icat ion He.-el
YES NO ; NA If you need additional room for explanations, A Paper,
show all of the following items: Y p� tions,PIeas,. Provide addit:cnal PG er.
a. Location& Description of Property Boundaries
b. Total Site Acreage. 1
c. Existing-Natural&Man Made Features within 500 L.F.
of the Site Boundary as required by§236-1702).
d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water.
e, Limits of Clearing & Area of Proposed Land Disturbance. l
f. Existing &Proposed Contours of the Siti !Minimum z Intervals)
g. Location of all existing&proposed structures, roads, ( �
driveways,sidewalks,drainage improvements&utilities.
h. Spot Grades& Finish Floor Elevations for all existing,&
oroposcd structures. �
I. Location of proposed Swimming Pool and discharge ring.
I. Location of proposed Soil Stockpile Area(s).
k. Location of proposed Construction Entrance/Staging Area W.
I. Location of proposed concrete washout area(s).
m. Location of all proposed erosion&sediment control measures.
2, S:ormwater Management Control Plan must include Calculations showing
that the stormwater improvements are sized to capture,store,and infiltrate ,
on-site:he run-off from all impervious surfaces generated by a two(21 inch
rainfall/storm event 1
3, Details&Sectional Drawings for storrnwater practices are required for approva!i
IternS requiring details shall include but not be limited to: _
a, Erosion &Sediment Controls. i l �
b. Construction Entrance &Site Access. � [_]
c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.)
d Leaching Structures (e.g.infiltration basins,swales,etc.)
I'()R ENGINEERING DEPARTt~r•IEN`r USE ONLYV"ham _.........::...:1.,........_.. _.. m _
Additional Information is Required.
Reviewed& I Storrriwater Management Control Plan is Not Complete
Approved By: — — — — — — — — — — - - - _ - - - --- - - — — — —
riw
i Storrater Management Control Plan is Complete.
Date- ; I SMCP, has been approved by the Engineering Department.
J
} FORM " SWCP Check List -TOS MAY 2014
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)non-conforming uses, or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00
Date.
New Construction: Old or Pre-existing Building: ✓ (check one)
Location of Property: kGS-3 P.-��� U�. N`L N',\ Z:,
House No. Street Hamlet r-'
Owner or Owners of Property: fav~ 1��P
Suffolk County Tax Map No 1000, Section to°I Block -7 Lot fo.
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted:$
Applican ignature
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00
Date.
New Construction: ✓ Old or Pre-existing Building: (check one)
Location of Property: Is 3S 6W
House No. Street Hamlet
Owner or Owners of Property:
Suffolk County Tax Map No 1000, Section 109 Block `7 Lot to . S
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applicant Signature
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 .4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
Sou tholdTown.NorthFork.net PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
-= - - - - Trustees
C.O.Application ✓
Flood Permit
Examined V ,20 r i Single&Separate
J Ll
OCT 2015 ` Storm-Water Assessment Form r/
Contact: q -
Approved ,20 SDG DEFf j Mail to 0�ence, ,
Disapproved a/c -
Phone: V3 .23 k�-t 5 C-je-�`
Expiration ,20
Buil ing Ins ctormoo
�a
APPLICATION FOR BUILDING PERMIT
Date , 20
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or iriparttfor"any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,a Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
7Z(::)
(Signature of applicant or name,if a corporation)
V;-Y; ISJ U Vx- P-6
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
mC
Name of owner of premises S-\k-
(As on the faxroll.or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
1516 N%eL--S1'EA- '1PnAk -RA T' $� `�E , NIA `\193`s
House Number Street ;, i y 4;��t_l ..� y i-,, ,'1Hamlet
^r.^j•yl t �
County Tax Map No. 1000 Section (01 _ {='Block 't� ` Lot /®
Y t'•Ltt + t�l'i"14:
Subdivision Filed Map No. Lot
2. State existing use and,occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy _ v- afae -
b. Intended use and occupancy +�IC-71-- T-M-Iryla - mak.
Y
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other WorkInpqp, k
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units t-j Number of dwelling units on each floor Nh4
If garage, number of cars °?
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. -;""VV-,
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories a
Dimensions of same struct re with alterations or additions: Front 0,�4VLo . Rear
Depth Height Number of Stories
a yup; ;. r
�4,.�F�, � l:
8. Diment 5 res o e ire new construction: Front ��� Rear Depth
Height Number of Stories
9. Size of lot: Front Rear Depth
10. Date of Purchase' P-)'I-s Name of Former Owner
11. Zone or use district in which premises are situated ��. -�t� '��
12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO
13. Will lot be re-graded? YES NO !/Will,excess,fill be removed from premises?YES NO ✓
t5'35 tJ�'' Sv�c,(t.=
14. Names of Owner of premises t° ^ `���`"= `Address ¢^ Phone No. (At '3 c' "t(TC
Name of Architect Address- . • — Phone No
Name of Contractor 'Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland ora freshwater wetland? *YES NO �✓`
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this'property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to-scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
r�r SS:
COUNTY OF%+to�I<)
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the CD
(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 knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me thi,,s,���_�
l�t—" day of 20
JA OulcL 0� ("A RACEY L. D
Notary Public NOTARY PUBLIC,STATE OF NEW YORK Signature of Applicant
NO.01 DW6306900
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES,JUNE 30,2016
Telephone (631)765-1800 Town Hall,53095 Route 25
Fax (631)765-6145 c _ P.O.Box 1179
Southold,New York 11971-0959
Oy�
SOUTHOLD TOWN
LANDMARK PRESER'VAT'ION
COMMISSION
Dear Partner-in-Preservation:
We appreciate your interest in helping preserve the historic homes and
buildings in Southold Town. As the owner of a registered Town landmark, you no
doubt agree that they contribute significantly to our architectural heritage and
unique quality of life here on Long Island's historic North Fork.
The mission of the Town's Landmark Preservation Commission, as
outlined in our local preservation law, is to identify and protect landmarks like
your own and insure that alterations to them maintain the architectural integrity of
the exterior of the building as well as being compatible with the general
neighborhood. The local law also covers the demolition or moving of a registered
landmark. Using the code as a guide helps us make decisions in a fair and
'equitable manner.
The Commission strives to be user-friendly. To that end, a commissioner
will be appointed to guide you through the process of obtaining a Certificate of
Appropriateness (C of A) that is required before a Building Permit can be issued.
The commissioner will contact you soon after your application is received in the
Building Department. He or she will be able to answer your questions and assist
you in executing the forms in this packet and in completing the other require-
ments in the C of A process. Once you have the approved C of A, take it to the
Building Department to complete the Building Permit process.
Be assured that we will make every effort to expedite your application for a
Certificate of Appropriateness. Thanks for being a partner-in-preservation.
Sincerely, d
4Cai,rmanZ
s F.
SO�jyo
Town Halt,53095 Main Road Fax(631)765-9502
P.O Box 1179 G ® Telephone(631)765-1802
Southold.New York 11971-0959
cou 11
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
INSTRUCTIONS FOR "CERTIFICATE OF APPROPRIATENESS (C OF A)"APPLICATION
(Required for Building Permit on Registered Landmarks)
Southold Town Building Department and Landmarks Preservation Commission
Phone: (631) 765-1802; Fax: (631) 765-9502
DRAWINGS and/or SKETCHES: Please submit one (1)set of measured drawings or sketches.
The set should include:Site plan; elevations of all sides that are affected; existing and proposed
floor plans at%4n scale; door and window schedule; sample(s)or photo(s) of exterior hardware,
lighting, shutters, etc.; roofing and siding specifications and samples; paint samples/chips (only
when requested).
NOTICE OF DISAPPROVAL from the Building Inspector dated within the last sixty(60)days,
together with copies of permit application and correspondence on file with the Building
Department.
APPLICATION: Typed or neatly written, signed by the property owner or representative and
notarized. If you have a representative, please provide a signed consent form stating that he/she
is authorized to sign and submit this application.
FLAG OR STAKE outside comers of new construction areas for on-site inspections and provide
photos, as necessary, to identify all areas where new construction or renovation will occur.
FEE SCHEDULE: You will be advised if an application fee is required. If so, a check in the
amount required should be made payable to"Southold Town Clerk" and should accompany the
application for the Certificate of Appropriateness.
LANDMARKS PRESERVATION COMMISSION REVIEW: A Commissioner will be assigned to
assist you with completing the requirements for the C of A. The Commissioner will contact you
soon after you receive the Notice of Disapproval from the Building Department. After the
Landmarks Preservation Commission has reviewed the application and set the date for a public
hearing,we will confirm the date, time and place of the hearing.
ANY CHANGES MADE AFTER THE APPLICATION IS SUBMITTED MUST BE PLACED IN
WRITING. REVISED DRAWINGS CLARIFYING THE CHANGES ALSO MUST BE
SUBMITTED. Changes may also require an amended Notice of Disapproval and certain other
documents.
Please check with the Plans Review section of the Building Department at(631)765-1802 for
more information.
Thank you.
LPC/CofA:5/10/06
TOWN OF SOUTHOLD HISTORIC PRESERVATION
APPLICATION
Meetings are on the third Tuesday of the month at 3:00 pm in Town Hall, 53095
Main Road, Southold, NY.
All applications must have a representative at the hearing in order to be re-
viewed.
Questions? Call Historic Preservation Commission (631) 765-1800. r
Date:
-7/2�11
Property Address:
Owners Name:
�r� .�cue.. � �•r, �e..s�
Sections of local laws authorizing review by the Historic Preservation Commis-
sion of proposed work on designated town landmark properties are in Chapter 66
of the Southold Town Code.
Categories of Proposed Work
❑ Repair ❑ Storm Windows & Doors
❑ Alteration ❑ Additions & other
❑ Painting new construction
❑ Roofing
❑ Signs
Please attach a detailed description of the proposed work to the application. At
the earliest stage of planning of the proposed work, the applicant should contact
the Chairman or Secretary of the Commission in order to establish a dialogue of
the proposed work.
understand and agree that no work on this request shall commence until written
approval has been given by the Building Inspector if a Building Permit is required.
Owner's Signature:
i
Note: Applicants should review Commission Standards before planning- work to
insure that the application conforms to these requirements.
1. APPLICANT
Name:
Address:
Telephone/email/fax:
G1 - �3S -- It l 9 S
2. PROPERTY
Owner's Name:
Address:
Telephone/e-mail/fax:
Tax Map Number:
lob -7 - (o. 3
Date Acquired by Current Owner_ jj9�6
Status: Local Landmark ( ) In Local-Landmark District (-)'On National Historic
Register or in NHR Dist. ()
Use: Current: I- t
L1nt� E (�ca.�tor,
Proposed:
3. PROPOSED WORK
Scope of Work:
�.�. ba.� ,-. (D�sass.e..•vl�t�, �. 2�a�1�(� �n
Reason for Work:
Architect/Engineer: Contractor: —A,5%�. ,r,o
Construction Schedule: l
�-
�i.�ecx.�`S, � So��S � �.r✓v�..� SC�n�L`�,J\e. .
APPLICANT/AGENT/REPRESENTATIVE
TRANSACTIONAL DISCLOSURE FORM
The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and empkyem The purpose of
this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is
necessary to avoid sain `YOUR NAME: `r
(Last name,first name,middle initial,unless you are applying in the name of
someone else or other entity,such as a company.If so,indicate the other
person's or company's name.)
NAME OF APPLICATION: (Check all that apply.)
Tax grievance Building ✓
Variance Trustee
Change of Zone Coastal Erosion
Approval of plat Mooring
Exemption from plat or official map Plamring
Other
(If"Other",name the activity.)
Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee
of the Town of Sbuthold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business,
including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation
in which the town officer or employee owns more than 5%of the shares.
YES NO ✓
If you answered"YES",complete the balance of this form and date and sign where indicated.
Name of person employed by the Town of Southold
Title or position of that person
Describe the relationship between yourself(the applicandagent/representative)and the town officer or employee.Either check
the appropriate line A)through D)and/or describe in the space provided.
The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply):
A)the owner of greater than 5%of the shares of the corporate stock of the applicant
(when the applicant is a corporation);
B)the legal or beneficial owner of any interest in a non-corporate entity(when the
applicant is not a corporation);
an officer,director,partner,or employee of the applicant;or
D)the actual applicant.
DESCRIPTION OF RELATIONSHIP
Submitted this day of 200_
Signature
Print Name PJesC�PJ�^CC�
Form TS 1
FOR LPC USE ONLY
I have reviewed the enclosed application and determined the following action to be taken:
Exempt
Administrative Permit Required
Public Hearing Required
Signed Date
LANDMARK PRESERVATION COMMISSION
TOWN OF SOUTHOLD
LANDMARK PRESERVATION COMMISSION: TOWN OF SOUTHOLD
In the Matter of the Application
of
COUNTY OF SUFFOLK)
STATE OF NEW YORK)
AFFIDAVIT OF POSTING
being duly sworn, depose and say:
That on the day of ,200 ,I personally posted the property known as
by placing the Landmark Preservation Commission official poster where it can easily be seen, and that I
have checked to be sure the poster has remained in place for seven days prior to the date of the public
hearing. Date of hearing noted thereon to be held
Dated:
(signature)
Sworn to before me this
day of 200
Notary Public
T
t� SCE CSF HEARING
NOTICE IS HEREBY GIVEN that alpublic hearing will be held by the SOUTHOLD
LANDMARK PRESERVATION COMMLSSION at the Town Hail, 53095 Main Road,
Southold, New York, concerning this property.
OWNER(S) OF RECORD:
SUBJECT OF PUBLIC HEARING:
TIME & DATE OF PUBLIC HEARING:
If you have an interest in this pro$ect, you are invited to view the Town file(s)
which are available for inspection prier to the day of the hearing during normal
business days between the hours of 8 aim, and 4 p m
LANDMARK PRESERVATION COMMISSION * TOWN OF SOUTHOLD* (631) 765-1800
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: November 9, 2015
TO: Prudence Heston (Salt Air Farm LLC)
1535 New Suffolk Road
Cutchogue,NY 11935
Please take notice that your application dated October 19, 2015:
For permit to relocate historic barn:
Location of property: 1555 New Suffolk Road, Cutcho ue,NY
County Tax Map No. 1000 - Section 109 Block 7 Lot 10.5
Is returned herewith and disapproved on the following grounds:
The proposed relocation is not permitted without review and approval by the Southold
Town Landmarks Preservation Commission, because the property is listed on either the
Southold Town,New York State and/or the National Registers of Historic places and
requires review by the Southold Town Landmarks Preservation Commission.
If the requirements of the town code, pertaining to Landmarks (Local Law No.22) are
met, a Certificate of Appropriateness (C of A) will be issued. The C of A is required
before a Building Permit will be approved. Information about the requirements for
qpplying for a C ofAis available at the information counter in the Building Department.
Autho ized Signature
Note to Applicant: Any change or deviation to the above referenced application may
require further review by the Southold Town Building Department.
CC: file, Landmark
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ToTSURVEY IALTERATION NoF
.« SECTION 7309 OF THE NEW YOJK STATE ss�
•�„�• r.•' _ _� :` _ __ EDWATION LAW,. -• ,' S
COPIES OF THIS SURVEY MAP NOT SEARING Y
THE LAND SUI:VEYOg'S IP&D SEAL OR 1
a EMTOSSED SEAL SHALL NOT SE CONSIDERED
f TO SE A VALID MUE COP i
h • 1
V GUARANTEES INDICATED HEREON SHALL RINi 1
ONLY TO TH:0E.:501 FOR WH12M THE SURVEY i
IS PREPAFLD, AND.0; His D:HALF TO THE
TITLE COMPANY,'jOVERI.MENTAL AGENCY AND
.�'r•r LENDING INSTITUTION LISTED HLREON,AND
TO THE ASSIGNEES OF THE LENDING INSTI.
` G! ,' TUTION.GUARANTEES ARE NOT TRANSFSRAW i
7 � ' TO ADDITIONAL INSTITUTIONS OR SUSSK14”, i
OWNERS,'
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-- FOR INTERNAL USE U,__Y n —�
S 1�'E PLAN
USE DETERMINAT10OCT 3 0 2015
Southold Town
Plano! Qo�rd
initial Determination �=
_ Date Sentra —
Date' � —
' ' � �Gt`�►tip �-�-� �'°-
Project-Name:
Pro]
Project Address.—L5-3—Is-
j j'��_� P5Zoning District: �---
- Suffolk County Tax Map No-A 000- 4-
Request` -
' orting documentation as to
(Note: Copy
of Building Permit Application and supe
proposed use or uses should be submitted-)
140 k�� t
r
-initial Determination as to whether use is permitted: -
. B
' ' 1 Determination as to whether site plan is Cequired:^s _
K4 (� t
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Signa ure of Bui ding inspector
Planning Department (P.D.) Referral: � J r
-Date of Comment: i-------
p.D. Date Received.=--
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Coments: - on
1Zc emse�VO,�on c�"`�'`I�S`�'Signature o lanntng e tall Reviewer
Final Determination
Decision: C n YSSi t�
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Q;, MnfytrP of Riiildina InGnPctnr
REVISIONS:
Oct 29, 2015
5" ITE "U"' A`_b_A_
�=
1001
SCTM # 1000-109.-7-10.3 ! , `.a OCT 219 2015
1000-109.-7-10.5 __ ------ -
1000-110.-1-1.6
CRYSTAL CLEARPROPERTY: 1535 - 1555 NEW SUFFOLK ROAD
/
o CUTCHOGUE, NEW YORK 11935
.
OWNER: WICKHAM HOLDINGS LLC
EXISTING BARN TO BE o PROPERTY MANAGER:
RELOCATED,EXISTING
FOUNDATION OF BARN
To��� PRUDENCE HE T N
EQJIPMENT `I DOVE
'� PARKING `��J �' �S' LOFT SALT AIR FARMS 1)i h"P ��►1 A 1
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WIND FRAMING NOTES NAILING SCHEDULE- FLAN CONTENTS:
GENERAL NOTE81).RIDGE RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL r�
JOINT DESCRIPTIO NOTES BUILDING USE
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT
4-Sd COMMON RAFTER TOE-NAIL
TOP PLATE 10'WALL:
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 4-8 COMMON EACH TOTAL SQ. FT. OF CONSTRUCTIONO1�
intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL
TO TOP PLATE 10'WALL:4-8d COMMONJOIST 1�
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND r
State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL CURRENT SBC NIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPr AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES
OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40
meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the ATTICS w/o STORAGE 10
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/ STORAGE 20 W
accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) W
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON ENDT NAIL ROOMS (OTHER THAN SLEEPING) 40 O
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS (SLEEPING) 30
4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under O
NAIL NAIL
construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION CITY. SPACING NOTES GAURDRAILS ZANY DIRECTION) 200 1
precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt
TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-16d COMMONF+i
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION r ,
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMON JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE a
INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the extedo STUD 2-16d COMMONO.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Syn.: /� V
7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"O.C. FACE (SMOKE 4 CO2 DETECTORS) SEE FLOOR PLANS V J
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGE NAIL
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESC-IECK BASED ON 2010 NYSECC
6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:
FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropria a PER FACE NAIL FLOOR JOIST,BAND JOT2-16d COMMO CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
S
length adjustment factors in table 3.16. FOOT SEE NOTE:1,
1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD
LOOD
determine intended heights of finished floor(s)above typical grade. ) FLOOR FRAMING. SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN HAZARDS
7.INTERIOR SHEARWALL CONNECTIONS: LOAD MPH CATEGORY DEPTH TEMP. REQUIRED
2).All footings to rest on undisturbed(virgin)soil.(MIN.SOIL STRENGTH AT 2000psi)Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL ( )
Interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES
QTY. SPACING MODERATE SLIGHT TO
2.4.4.2 and 2.2.4 respectively. 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 YES -
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE
concrete or masonry walls occuring in exterior or unheated interior areas. g).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
4).Any new concrete walls being attached to existing concrete structure shall
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL SHEATHING LOCATION NOTES
be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIEL
5).Unless otherwise noted,all slabs on rade to be 3500 s.i..Concrete to be 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.0 8d COMMON 6"O.C. SEE NOTES:1,3
9 P• TO JOIST END NAIL @ @
9.CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 BOTH FIELDS
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior stabs ) BLOCKING TO: EACH TOE (
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMONINTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD
6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES: 1,3
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL �+
8x16 cast iron foundation vent for every 150 sq.ft.of area. NO'T'E.?
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE
7).Dampproof exterior of foundation with bituminous coating as per TO BEAM JOIST NAIL
N.Y.S.Residential Construction Code.A 6-milpolyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
pp 9 BAND JOIST 3-16d COMMON PER END W
the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, W
8).Drainage as per town and N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE I FOOT SEE NOTE:1 2),Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. 1 ��z11��
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOFSHEATHING. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. `! (C) Z d-
1).All framing techniques and methods as prescriptive design of current SBC High Win ).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL W Z L(�
Edition Wood Framing Construction Manual. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter!truss framing members with G>0.49.For .. �
g Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft. framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. W
below rade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. AS PER TABLE 3. N
9 P 9 STRUCTURAL PANE Sd
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: J X LO
Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATEQ O O
SHEATHING LOCATION NOTES z m = �
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIEL
otherwise. JOINT DESCRIPTIO
Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELD _
where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fi. 5d COOLER � O � C'7
Bearingwall headers to have 2 jack studs and 2 full length studs on each side of all WALLBOARD 10"O.0.FIEL INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 U O
( )1 ( ) g 6).Concrete piers shall be a minimum 6"above grade.
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING:
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES W 0
IL
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fir to girder(s). JOINT DESCRIPTIO NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O
and blocking where applicable. QTY. SPACING
5).All flush beams/headers to be installed with heavydu galvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building STRUCTURAL 8d COMMON AS PER TABLE 3. 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall
duty 9 9 PANELS WFCM-SBC be used. 0-
anchors where applicable to all connecting joists. PLUMBING NOTES
7/16"OSB 6d COMMON 3"O.C.EDGE
6). Double up floorjoists underwalls that run parallel to the floorjoist and under bathtu 4).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 1 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with
Floors to have ceramic tile installed shall be verified for proper load capacity unless not onstruction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c.
on plans. WALLBOARD 5d COOLER 10"O.C.FIELD
2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails.
7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists FLOOR SHEATHING: NOTE:
under all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL
provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION QTY SPACING CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY
8).Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitt STRUCTURAL PANEL 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.
needed. 8d COMMO
VOR LESS 12"O.C.FIEL
HVAC SYSTEM NOTES 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
THESE NOTES ARE ONLY TO BE REFERRED TO IF
10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloo MENTIONED IN SCHEDULE NOTES ONLY. FIREBLOCIQNG REQUIRED WN BY: J F
2q HVAC subcontractor is to fully coordinate all system data and requirements with the
adhered with PL400 adhesive and screwed to floorjoists.Finished floor to be installed Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
over subfloor as per manufacture's instructions. equipment supplier. and to form an effective fire barrier between stories and between a to story and the roofs ace.
P 1).Nailing requirements are based on wall sheathing � P rY P
).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. 4/24/2016
11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls a ontractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher
ceilings and over furnace to have 5/8"thick type-x sheetrock.All otter parts of building shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor
to have regular 112"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
such as shear plates,shall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as Fireblocking in walls constructed SCALE: SEE PLAN
12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water banter or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered studs.
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected
torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits,
to be reduced tot -16d nail per foot. drop ceilings and cove ceilings.
13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates t 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 p gSHEET be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. E N O.
3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces
under stairs shall comply with N.Y.S.Residential Code.
4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of
flame and products of combustion.
5).For the fireblocking of chimneys and fireplaces,refer to N.Y.S.Residential Code.