HomeMy WebLinkAbout46000-Z OFFQ14o Town of Southold 7/8/2022
y� P.O.Box 1179
0
v' 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 43228 Date: 7/8/2022
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 170 Silver Ln, Greenport
SCTM#: 473889 Sec/Block/Lot: 47.-2-3
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
11/25/2020 pursuant to which Building Permit No. .46000 dated 3/30/2021
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:
addition and alterations to existing single family dwelling as applied for per ZBA#7071 dated 7/30/2017.
The certificate is issued to Bonetti,Louis
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 46000 12/27/2021
PLUMBERS CERTIFICATION DATED 8/23/2021 P Killiaftremler
Auto ize S gnature
�SUEFa�,Y�. TOWN OF SOUTHOLD
o BUILDING DEPARTMENT
ate_ y
z TOWN CLERK'S OFFICE
"oy • SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 46000 Date: 3/30/2021
Permission is hereby granted to:
Bonetti, Louis
101 Lincoln Ave 2-G
Mineola, NY 11501
To: construct additions and alterations to existing single-family dwelling as applied for per
DEC Non-Jurisdiction letter, ZBA, Trustees approvals.
At premises located at:
170 Silver Ln, Greenport
SCTM #473889
Sec/Block/Lot#47.-2-3
Pursuant to application dated 11/25/2020 and approved by the Building Inspector.
To expire on 9/29/2022.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $296.00
CO-ADDITION TO DWELLING $50.00
Total: $346.00
Building Inspector
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. // ;z
New Construction: Old or PreJ-existing Building: 1/ (check one) 1
Location of Property: S� / u� � j
House No.�� S reet Hamlet
1
Owner or Owners of Property: � B 9
Suffolk County Tax Map No 1000, Section Block 2 Lot
Subdivision Filed Map. Lot:
Permit No. Date/,f Permit. Applicant:
Health Dept. Approval: ��� Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certifiate: (check one)
Fee Submitted: $
pp icant nature
of souTyol
Town Hall Annex ~ Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G Q sean.devlin(a-)-town.southold.ny.us
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: LOUIS Bonettl
Address: 170 Silver Ln city:Greenport st: NY zip: 11944
Building Permit#: 46000 Section: 47 Block: 2 Lot: 3
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Owner License No:
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor X 1st Floor X Pool
New X Renovation X 2nd Floor Hot Tub
Addition X Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 15 Ceiling Fixtures Bath Exhaust Fan 1
Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 1 Smoke Detectors 2
Main Panel A/C Condenser Single Recpt Recessed Fixtures 23 CO2 Detectors
Sub Panel A/C Blower Range Recpt Elec Ceiling Fan 3 Combo Smoke/CO
Transformer UC Lights g' Dryer Recpt 30A Emergency Fixtures Time Clocks
Disconnect Switches 13 4'LED Exit Fixtures 11 Pump
Other Equipment: 16' Baseboard Heat, 2 Toekick Heaters, Micro/ Hood. Oven, DW, Fridge, W/D
Notes: Livingroom Addition and Bath / Kitchen Renovation
Inspector Signature: Date: December 27, 2021
S.Devlin-Cert Electrical Compliance Form
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 '
- BUILDING DEPARTMENT
TOWN OF SOUTHOLD
�_j J. DF 2 7 2021
A:T
a3 -::, G �I C L O N
Date:
BuCldini Permit No.-.-'.
Owner:.,
(Pleas print)
plumber. _.. . _.
{Please print}
I certify that the solder used in the water supply system contains less than 2110 of 1%
lead.
(Plumbers Signature)
Sworn to before me this
day o 20 /
WWML
I PON
. '__..
Notary Public,
C Of SOUIy�
TOWN OF SOUTHOLD BUILDING DEPT.
`ycoutm,N�'' 765-1802
lcnINSPECTION
UNDATION 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
REMARKS:
r
DATE _ INSPECTOR
000 OE SOUTyoI
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION .
[ ] F NDATION 1ST [ ] ROUGH PLBG.
- F
[ OUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE&-CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: "
DATE G�'-�-� INSPECTOR . !�
�aUF SOUTy� 4b6o
® o 0 l V e
# # TOWN 'OF-SOUTHOL BUILDING DEPT.
�yco 765-1802
INSPECTION,
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [. ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
DATE Z /1-11/ INSPECTOR .�
SOF so
# # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [/] INSULATIOWCAULKING
OUGH PLBG.
FOUNDATION 2ND [
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ .] FIRE SAFETY-INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
DATE [ yD INSPECTOR
Of sobTyo{o `G ®o c/ 1 -70
0 r �
5 * # T WN OF SOUTHOLD B ILDI
N DEPT.
`ycourm '' 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND a [_ ] INSULATION/CAULKING
[
] .FRAMING/STRAPPING f ] FINAL
] FIREPLACE & CHIMNEY,=: '- [ , ] FIRE SAFETY'INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL-(FINAL)
[ ] CODE VIOLATION [ _] PRE C/O
REMARKS:
� 1v
C_err'-C - at
�-ca I2`
DATE 0 #2_ 1 INSPECTOR
-�T SOF SOGTy
# # TOWN OF SOUTHOLD BUILDING DEPT.
°`ycoo�mN�' 76S-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] I ULATIOWCAULKING
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE'& CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION' [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROU ) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLAT [ ] PRE C/O
REMARKS: c C/ �ew '
\r ,
Q &vv\606
-itu
moo✓
8A r-t-od
DATE �2 2 2- 4 INSPECTOR
s
- - t
y+'
� F t
t +"�
_
41
ef
49
�''+� k„'f',� .. r ,l•`r - - +rte;i { } a�+..''k� ,fir -
- ..
I i
I_
t ,
f I �
� r
L {
ti-
: t.�y�.•. _ :rte
x
-✓ ti .�
ti r ,
1,
" - 1-70 5i lWr LrV
J or 12
� 51� �B�--G) 953
i"
- ---,
iZw,. Yts � ♦..
i '
q
�',
3
,.:��.
�z
i '-
.. t.`�
'1
��.
�����'ri / ''
/ /
� �
b6.
J'
n f
y � _
OI
gl4f� I �
Ow
'IAi ►
MW
•
r �1
.s
0ol 12
44
4*441 i
r
60
y
f• s
SOF So
. TOWN OF SOUTHOLD BUILDING DEPT.
ourm, 765-1802
INSPEC 7ROUG-
O
[ ] F NDATION 1ST [ H PL13G.
[ ] OUNDATION 2ND [ ] INSULATIOWCAULKING
[ FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE&CHIMNEY [ J--FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
yi: Vow_lv
ve
9'OVAk -flv4A61% e w ---
nki//
DATE-�M6A INSPECTOR
/ 1 • ' • ' • 1
�![�'�1 lam, : . _�� All
'4,►��_�� "
FOUNDATION(IST)
welA
BEEN
ROUGH FRAMING&
PLUMBING
���E'/�Cj► Vii'
8TATE ENERGY
• e
�_ L��• � \ � art`
1
ADDITIONAL •
L, Z.I%1
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHEC
BUILDING DEPARTMENT Do you have or need the following,before app
TOWN HALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
D Flood Permit
Examined ,20 (� v �C DD
Single&' Separate
l Storm-Water Assessment Form
NOV 3 0 2016 contact: JDs�
Approved ,20 ail to:
Disapproved a/c IDINOD •
WN OF S Phone:
Expiration ,20 %
spec or
A ATION FOR BUIL IN PERMIT
Date J , 201-6
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit-to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire'if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,Ne k, and other a lic ble Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations o for r� oval or de olitio as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building 'ode, ousing cod and re ulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
( 'gnature of applicant or name, if a corporation)
7ZS1-f jf 414 d�� 9A)A144
(Mailing address of applicant)
State whetherapplicant:is-owner, lessee, agent, architect, engineer, general contractor;electrician, plumber or builder
Name of owner of premises �'d�ts del
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of la d g9n whic proposed work will be done:
1001,- 6✓.Pa4l t)0-
House Number Street Hamlet
County Tax Map No. 1000 Section `� Block . -2' Lot
on Filed Map No. Lot
ki ng use and occupancy of premises and tended e and occupancy of proposed construction:
Existing use and occupancy Yaj f,
b. Intended use and occupancy toe
3. Nature of work (check which applicable):New Building Addition F/ Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost `��
e-6 C) Fees
!t°' - be paid on filing this application)
5. If dwelling, number of dwelling units `�`' Number of dwellin i�its on each floor
If garage, number of cars �~� "; i Lg
6. If business, commercial or mixed occupancy, speaify,:natre;and,extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front Rear Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning.law, ordinance or regulation? YES NOS
13. Will. lot be re-graded? YES NO Will excess fill be removed from premises? YES NOf
101 Lim co It." A1�4
14. Names ofu of remises A6015�l�v , AddressMU1eal� /VY l 1 SVI Phone No.
Name of� t sbsti SC,4_4 & Address c,s47 /Phone No 631
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C.'PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? *.YES N0
IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines. t/
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.
TRACEY L. DWYER
STATE OF NEW YORK NOTARY PUBLIC,STATE OF NEW YORK
NO.01 DW6306900
LL SS: QUALIFIED IN SUFFOLK COUNTY
COUNTY OF SLfO 1' _. j- - CgMMISSION EXPIRES JUNE 30,2�Z
'being duly sworn, deposes a–'''says that(s)he is the applicant
of individual signing contract) above named, AA t
(S)He is the
(Contractor, Agent, Corporate Of icer,/owled2
of said owner or owners, and is duly authorized to perform or have perfsaid work and to make and file this application;
that all statements contained in this application are true to theKith
d belief; and that the work will be
performed in the manner set forth in the application filed ther
Sworn to before me this
}% day of t\ VPY}�20_1
STS
otary Public N0,01DW630u," _', Signature Applicant —
QUALIFIED' t5F0LK "T)UNTY
sufFot,t
off. coG,. TOWN OF SOUTHOLD-BUILDING DEPARTMENT
c Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone(631)765-1802 Fax(631)765-9502 https://www.southoldtownny_gov
For Office Use Only
Date Received
PERMIT NO. Building Inspector: ®�
Applications and forms must be filled out in their entirety.Incomplete applications h
will not be accepted. Where the Applicant is not the owner,an Owner's NOV 2 5 2020
Authorization form(Page 2)shall be completed.
,APPLICATION FOR BUILDING PERMIT Date: 11/19/2020 Tp,-, p y-c;4-yJT1190LD
OWNER(S)OF PROPERTY:
Name: Tax Map#:SCTM#10004.7.
Physical Address: 170 Silver Lane, Greenport,
Phone#. 51-6-987-0953------__ Email: lou onettiC hoo.com
Mailing Address:
CONTACT PERSON:.
Name: -
Mailing Address:
Phone#�631-765-5815 Emailruthie,..love@thomasjmccarthy._.com.
DESIGN PROFESSIONAL INFORMATION:
Name: Jose h_Fischetti,_PE�
Mailing Address: 1725-HobartRoad,/P.O.-Box-61-6=Southold---NY 11.971 �-
Phone#: T631.o765p2954__---_......_--__-.__.—.__— Email:
CONTRACTOR INFORMATION: NA -
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure [Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑other $
Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ®Yes ONO
PROPERTY INFORMATION
Existing use of property:` SingleFamily Residence_. intended use of property:-Single_Family Residence—
Date of Purchase: N e of F r er Owne \
--�1-2/4/2008---=--�---�-�-----�---- -- - orla- -;-.0 are511 Trust U/A-dtd-5/22/2001-------
1
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
_- _._T _ .,.____. �. -•-- -- - this property? ❑Yes �No IF YES, PROVIDE A COPY.
R-40
Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town,Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in buildings)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law.
Application Submitted y t name): Ruth= Ue• - ®Authorized Agent ❑Owner
Signature of Applicant: Date:
STATE OF NEW YORK)
SS:
COUNTY OF Suffolk )
Ruth Love being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the Agent
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this ANDREA RIVE
Notary Public,State of New D2202,�X
+1L 14� b PM No.01 R14768970
2 day of ,20 ?.�
Commis L*IMov.30,
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
1, Louis Bonetti residing at 170 Silver Lane, Greenport, NY 11944
do hereby authorize Ruth Love to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
1112"11
Owner's Signature Date
Louis Bonetti
Print Owner's Name
i
I
Glenn Goldsmith,President ".QF.,SO!/T Town Hall Annex
y
Michael J.Domino 54375 Route 25 i
;�' .'.�0� �1�:. `' P.O.Box 1179
John M.Bredemeyer III [• ! ; i Southold,New York 11971
A.Nicholas Krupski 'G. Q Telephone(631) 765-1892
Greg Williams: Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD 1
Permit No.: 9771A
Date of Receipt of Application: November 30, 2020
Applicant: Louis Bonetti
SCTM#: 1000-47-2-3
Project Location: 170 Silver Lane, Greenport
Date of Resolution/Issuance: December 21, 2020
Date of Expiration: December 21, 2022
Reviewed by: John M. Bredemeyer, III, Trustee
Project Description: Construct a 151sq.ft. addition including a one-half bathroom and ;
slightly larger living room..
Findings: The project meets all the requirements for issuance of an Administrative
Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an
Administrative Permit allows for the operations as indicated on the survey prepared by
Kenneth M. Woychuk Land Surveying, PLLC, last dated December 11, 2020 and i
stamped approved on December 21, 2020.
I
Special Conditions: None. i
Inspections: Final Inspection.
If the proposed activities do not meet the requirements for issuance of an Administrative
Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be
required.
This is not a determination from any other agency.
Glenn Goldsmith, President
Board of Trustees
Town Hall Annex
Glenn Goldsmith,President
54375 Route 25
A.Nicholas Krupski,Vice President i`Q•' P.O.Box 1179
Eric Sepenoski Southold,New York 11971
Liz Gillooly t/�'. -• Telephone 631 765-1892
Elizabeth Peeples Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
# 1933C Date: July 5, 2022
THIS CERTIFIES that cons"tfOctioii of a I>S 1sq ft`addifion including=a'one=h'alf Bathroom-and:'sl tn'tly
At .170 Silver-Lane.Greenport
Suffolk County Tax Map#1000-47-2-3
Conforms to the application for a Trustees Permit heretofore filed in this
office Dated N6yembe0.0,2026:pursuant to which Trustees Administrative Permit#9771A
Dated eceml er 2'1,:2020;was issued and conforms to all
the requirements and conditions of the applicable provisions of law. The project for which
this certificate is being issued is for bon§friiotioii ofa:15'Isij^ft:.addition iricludin a oae-hat liatlicooin
and�sii�htt `y lar�er�living_room:.:
The certificate is issued to:Low s-15onetti.owner of the aforesaid property.
Authorized Signature
NEWYORK ZTATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION,,---,
Division of InvitonmMal Permits,Roolon I
SUNY(4 Stony Erook.50 Circle Road.Stony Brook.NY 11790
Pi(W)444-0366 1 F,,(M)444-0360 M A Fi 2021
LETTER OF NO JURISDICT116Nil-
I111
FRESHWATER WETLANDS'ACT &.' R
NO PERMIT NECESSARY: TIDAL WETLANDS ACT
March 23, 2021
Louis V. Borietti
101 Lincoln Ave, 2G
Mineola, NY 11501
Re: Application# 1-4738-04778/00001
Bonetti Property— 170 Silver Ln, Greenport, NY
SCTM # 1000—47—2 —3
Dear Louis Bonetti;
Based on the information you submitted, the Department of Environmental
Conservation (DEC) has determined the referenced parcel is more than 100 feet from
DEC regulated freshwater wetlands. Therefore, no permit is required pursuant to the
Freshwater Wetlands Act (Article 24) and its implementing regulations (6NYCRR Part
663).
In addition, based on the information you submitted, DEC has determined that this type
of work is listed in the Tidal Wetlands Land Use Regulations (6NYCRR Part 661.5) as
an activity that is not regulated. Therefore, no permit is required pursuant to the Tidal
Wetlands Act (Article 25) and its implementing regulations (6NYCRR Part 661). .
Be advised, all construction, clearing, and/or ground disturbance must remain more
than 100 feet from the freshwater wetland boundary. In addition, any changes,
modifications or additional work to the project as described, may require DEC
authorization. Please contact this office if such activities are contemplated.
Be advised, any additional work or modification to the project as described, may require
DEC authorization. Please contact this office if such activities are contemplated.
Please note that this letter does not relieve you of the responsibility of obtaining any
necessary permits or approvals from other a6encies or local municipalities.
YORK.' 100pa nalitot
$rfni611y gnVironmailtal.
C
r
This letter shall remain valid unless site conditions change.
Si cerely,
Sherri Aicher
Deputy Regional Permit Administrator
cc: Ruth Love, McCarthy Management Inc.
File
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD, N.Y.
NOTICE OF DISAPPROVAL
DATE: December 7, 2016
TO: Louis Bonetti
170 Silver Lane
Greenport, NY 11944
Please take notice that your application dated November 30, 2016
For permit for to construct additions and alterations to an existing single family dwelling at
Location of property: 170 Silver Lane, Greenport, NY
County Tax Map No. 1000- Section 47 Block 2 Lots 3
Is returned herewith and disapproved on the following grounds:
The proposed construction, on this non-conforming 5,228 square-foot parcel in the Residential R-40
District, is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots
measuring less than 20,000 square feet in total size, the minimum front yard setback is 35 feet.
The proposed construction notes a front yard setback ofz------
4
Signature
Cc: File, ZBA
Note to Applicant: Any change or deviation to the above referenced application may require
further review by the Southold Town Building Department.
I
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: December 7, 2016
RENEWED: March 29, 2017
TO: Louis Bonetti
170 Silver Lane
Greenport, NY 11944
Please take notice that your application dated November 30, 2016
For permit for to construct additions and alterations to an existing single family dwelling_at
Location of property: 170 Silver Lane, Greenport,NY
County Tax Map.No. 1000 - Section 47 Block 2 Lots 3
Is returned herewith and disapproved on the following grounds:
The proposed construction, on this non-conforming 5,228 square-foot parcel in the Residential R-40
District, is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots
measuring less than 20,000 square feet in total size,the minimum front yard setback is 35 feet.
The proposed construction notes a front yard setback of 23 feet.
--- -- -------- ---- -------- -----
t or' ed igna re
Cc: File, ZBA
Note to Applicant: Any change or deviation to the above referenced application may require
further review by the Southold Town Building Department.
BOARD MEMBERS �F ;0 Southold Town Hall
Leslie Kanes Weisman,Chairperson �� y� 53095 Main Road•P.O.Box 1179
�O l0 Southold,NY 11971-0959
Patricia Acampora Office Location:
Eric Dantes G Q Town Annex/First Floor,
Robert Lehnert,Jr. '�c� ��. 54375 Main Road(at Youngs Avenue)
Nicholas Planamento �yCOU0� Southold,NY 11971
f.f
http://southoldtownny.gov.'
ZONING BOARD OF APPEALS A0k -
TOWN OF SOUTHOLD'
Tel.(631)765-1809•Fax(631)765-9064.
December 22, 2020 ON .6 3 0
Ruth Love
c/o McCarthy Management,,Inc. lu r j `
46520 County R60.48. "
Southold,NY 1197
RE: Request for De Minimus Determination
Appeal No.. 7071,Bonetti
170 Silver Lane, Greenport
SCTM No. 1000-47-2=3
Dear Ms. Love;
l am in receipt:of your.corresporidence, dated December 7; 2020_, requesting a de Ttiiriimus deterriiiriatiori in .
-the above referenced Zoning Board of Appeals decision:
Iri:your.letter,:you reguest'a de minimus approval to construct additions and alterations to an existing"single . .
family dwelling having a setback.from the front yard property line of 2;1.9 feet_as shown in the survey
prepared by Kenneth M Woychuk, L.S., dated.0ctober 1,2020 instead'of the.granted relief of 22 ft. 11
inches,-or 22.9 feet: The Zoning Code of the Town.requires it minimum of 45 feef front yard setback. The
reason for this change,you explain, is the result of the aforementioned recent survey which shows that the.
front yard has a different setback than..originally measured.
rmined your request is de minimus in nature because the
Based upon the information provided, I have dete
overall change corrects.an inaccuracy of the site plan which took data from an undated survey prepared by
Otto Van Tuyl. Overall,the proposed improvement upholds the intent of the original ZBA decision.
Please be advised that the condition set forth-in Appeal No. 7071 that the adidiplicant shall apply for a Pre
Certificate of Occupancy for the existing residential structure and accessory garage.still applies. Contact our
office if you have any further.questions or concerns. I will instruct the office to send a copy of this letter to
the Building Department.
ce )anes
eslie We' man
Chairperson
cc: Michael Verity, Chief Building Inspector
RUTH LOVE
C/O McCARTHY.MANAGEMENT, INC.
46520 COUNTY ROAD 48
SOUTHOLD, NY 11971
631-765-5815 RECOED 1
December 3,2020 DEC 01200
Zoning Board Of Appeals
Zoning Board Of Appeals ZBA Approval#7071
P.O. Box 1179 Louis Bonetti
Southold,NY 11971 170 Silver Lane, Greenport,NY 11944
Dear ZBA;
We are iri the process of applying to The Town of Southold Trustee's. I received a call from the
building.department notifying me that the survey setback that was approved by the ZBA,is
slightly different from the most current survey submitted. (Please.see attached surveys &
authorization). They.require that the.ZBA approval and the survey match.
Since the setback is every so slightly off, would it be possible to receive a letter from the:ZBA
approving the most current survey?
I look forward to hearing.back from you.
cerely,
V„ t 6
Ruth Love
Agent
Enclosures
ZBA approval survey
ZBA resolution
Current survey
Authorization letter
BOARD MEMBERS Southold Town Hall
Leslie Kanes Weisman,Chairperson h0�*o� SO Southold 53095 Main Road- P.O.Box 1179
p Southold,NY 11971-0959
PatriciaAa Office Location:
Erricc Danantes tes u, Town Annex/First Floor,
Robert Lehnert,Jr. �pQ 5.4375 Main Road(at Youngs Avenue)
Nicholas Planamentol . Southold,NY 11971
oy100UN I
http://southoldtovniny.gov
ZONING BOARD OF APPEALS--
TOWN.OF SOUTHOLD
J
Tel.(631) 765-1809-Fax(631)765-9064 t��
Jaiivary 2.0 2.022 JAN 2 4 . 2022 .,
Ruth Love.
c/o McCarthy Management, lnc: "[.i.1,07 F)
46520 County Road 48.
Southold,NY 1197:1
Appeal#7071. Lout.§.B'
170 SiT ..:
' ver:Lane ' .
: .:Deer.NIs: Love;
,. .. _n. ..c.e..,, nr42 ';,:rqqu. t:d2teriQ :ofth'e:abovourcomWexeeerved spondee. .; .
referepced Zoring:Baardo Appeals'..deterii }risticri'datedJuly 20,.2017 granting v4r1ance relief forahe
-. -additiori.arid.alteration of asingle family dwelling laving less tliatt the.mizjmu required:front yard
.
ypyr:letter.you a cplain tl_at the'.project has l%e'ei:.completed,ai cl, s.reazly for a.Certificafe:.of. .
Occupancy toaie:.issued by the. at.-
ire
furEher explain that the B:uildtng-Departinerit
'has.requested that you obtain an extension for-tliisAppeal vuliieh I�as:exprred bn July 20,.2020:
During the Special.Meeting of Jatluaty.20, 2022,:a:Resolution was Granted by the Z$A to approve the
issuance of a Certificate of Occupancy by the Building,De}iartment fok.Louis B:onetti, 2BA Appeal No.
7.071, dated July 20,20.17,for subject property located at 170.Silver Lane;'Greeziport:.;SCTM No. 0.00w.
Please contact our office if you have any questions,or��concerns.
A
eisman
Chairperson
cc: Michael Verity, Building Department':
RUTH LOVE
C/O 1VIcCARTHY MANAGEMENT, INC.
46520 COUNTY ROAD.48� _
SOUTHOLD, NY 11971
631-765-5815
January, 4, 2022 +
Town of-Southold
Zoning Board Of Appeals
P.O. Box 1179
Southold,.NY 1.1971 RE; Extension request for ZBA#7071
Please let this letter serve as written request for an extension:for.ZBA.Approval #7071: The
building department requires'this extension to issue the Certificate of Occupancy. The property
is located at 170 Silver Lane, Greenport,NY 11944. SCT1V1# 10:00-47-2-3.
Thank you in advance for your prompt attention in this matter:. :'
Sincerely,.
Ruth Love .
Agent
BOARD MEMBERS Southold Town Hall
Leslie Kanes Weisman,Chairperson
�O�QF $®(J��,l® 53095 Main Road o P.O.Box 1179
Southold,NY 11971-0959
Patricia Acampora Office Location:
Eric Dantes cn Town Annex/First Floor,Capital One Bank
Gerard P.Goehringer 54375 Main Road(at Youngs Avenue)
Nicholas Planamento coy Southold,NY 11971
TgFgva
http://southoldtownny.gov
ONING BOARD OF APPEALS
TOWN OF SOUTHOLD
JUL 2 v 201 Tel.(631)765-1809•Fax (631)765-9064PUL
CPIVED
BDNG�INGS,DELIBERATIONS AND DETERMINATION 2 5 2017
U�TOWN OF SOUTHOLD MEETING OF JULY 20,2017 Q, ".ZBA FILE: #7071 uthold Town Clerk
NAME OF APPLICANT: Louis Bonetti
PROPERTY LOCATION: 170 Silver Lane, Greenport, NY 11944 SCTM: 1.000-47-2-3
SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type II category of the State's List of Actions, without
further steps under SEQRA.
SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to Suffolk
County Department of Planning by Suffolk County Administrative Code Sections A 14-14-to 23.
LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the
Minor Actions exempt list and is not subject to review under Chapter 268.
PROPERTY FACTS/DESCRIPTION: The applicant's parcel is a non-conforming 6,037sf, trapezoid-shaped
parcel with double road frontage in the R40 Residential Zoning District with 56.00 feet on Silver Lane representing
the front-yard on the southside of the lot then running 98.66 feet on the westside to a northern lot line of 58.70 feet
running along Shore Drive and returning on the eastern lot line 116.99 feet to Silver Lane. The lot is improved
with a wood-frame, single-story residence set back 25 feet from Silver Lane along with a wood-frame garage
accessory structure accessed only via Shore Drive which is set back approximately 11 feet from the road. All is
shown on a site plan prepared by James J. Deerkoski,Licensed Professional Engineer dated July 13, 2017.
BASIS OF APPLICATION: Request for a Variance under Article XXIII, Section 280-124 and the Building
Inspector's March 29, 2017 Notice of Disapproval based on an application for a permit to construct additions and
alterations to an existing single-family dwelling, at: 1) less than the code required minimum front yard setback of
35 feet; at: 170 Silver Lane, Greenport,NY. SCTM#1000-47-2-3.
RELIEF REQUESTED: The applicant requests a variance for a permit to construct additions and alterations to the
southside, front fayade of a single-family residence of approximately 151 square feet, measuring 30 feet by 8 feet at
its widest and to increase the non-conformity of the structure by 2.1 feet creating a new, increased non-conforming
setback of 22.11 feet where the Code requires 35 feet.
ADDITIONAL INFORMATION: Robert Wilson spoke on behalf of the applicant and indicated in his testimony
the need to extend the non-conforming setback by an additional 2.1 feet in order to increase interior living space
and to add an additional half bath, thereby `squaring-off the front of the house. Included in the application are
drawings by Joseph Fischetti, Professional Engineer, illustrating the present conditions and desired improvements.
No members of the public spoke in favor or against the proposed request.
f
Page 2, July 20, 2017
47071, Bonetti
SCTM No. 1000-47-2-3
FINDINGS OF FACT/]REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on this application on July 6, 2017 at which time written and
oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and
surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant
and makes the following findings:
1. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of
the neighborhood or a detriment to nearby properties. Silver Lane is a narrow, dirt road located off of Silvermere
Road and is a small enclave of modest single-family residences surrounded by woodlands, an estuary; and to the
north, the Long Island Railroad. The immediate neighboring houses were all built at approximately the same time
and all share similar setbacks and potential hardship.
2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible
for the applicant to pursue, other than an area variance. The applicant's lot is a small, narrow, non-conforming lot
with an existing dwelling and accessory garage that does not conform to existing zoning setbacks. The applicant's
plan proposes to extend the front fagade by 2.1 feet and increase the non-conforming setback from 25 feet to 22.11
feet in order to `square off the house and benefit by additional living space and half bath.
3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 37%relief
from the Code. However, in order for the applicant to have the benefit of additional living space and a half bath of
modest proportions, "squaring off' the house front fagade and increasing the non-conformity of the set-back is the
only solution for this site. The applicant has stated that the architectural style of the house will not be disrupted
and will remain in keeping the immediate neighbors and that the roofline will not be altered. The relief requested
cannot be achieved by any other means. Silver Lane is a narrow road and the existing residential structure is
currently set back 25 feet. The applicant proposes an addition of approximately 151 square feet and will increase
the non-conformity by an additional 2.1 feet.
4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential
community will have an adverse impact on the physical or environmental conditions in the neighborhood. The
applicant must comply with Chapter 236 of the Town's Storm Water Management Code.
5. Town Law X267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the
Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the
limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase.
6. Town Law &267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of an addition in interior living space of 151 square feet consisting of an enlarged
living room and half bath while preserving and protecting the character of the neighborhood and the health, safety
and welfare of the community.
RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under
New York Town Law 267-B, motion was offered by Member Planamento, seconded by Member Goehringer, and
duly carried, to
GRANT the variance as applied for, and shown on the site plan prepared by James J. Deerkoski, Professional
Engineer and dated July 13, 2017 and the building plans (pages A-1 thru A-6) prepared by Joseph Fischetti,
Professional Engineer and dated November 2, 2016
Page 3, July 20, 2017
#7071, Bonetti
SCTM No. 1000-47-2-3
SUBJECT TO THE FOLLOWING CONDITIONS:
Applicant is to apply for a Pre Certificate of Occupancy on the existing residential structure
and accessory garage.
That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued.
Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays
and/or a possible denial by the Building Department of a building permit, and may require a new application and
public hearing before the Zoning Board of Appeals.
Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey
cited above, such as alterations, extensions, or demolitions, are not authorized under this application when
involving nonconformities under the zoning code. This action does not authorize or condone any current or future
use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,
setbacks and other features as are expressly addressed in this action.
The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does
not increase the degree of nonconformity.
Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the
Board of Appeals shall become null and void where a Certificate of Occupancy has not been
procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three
(3)years from the date such variance was granted. The Board of Appeals may, upon written
request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one
(1)year terms.
Vote of the Board: Ayes:Members Weisman (Chairperson), Dantes, Goehringer, Planamento and Acampora. This
Resolution was duly adopted (5-0).
Les9KanesWeisman, Chairperson
Approved for filing /2017
{
r rFl`z _ BUILDING DEPARTMENT-Electrical Inspector i
:�p'v� TOWN OF SOUTHOLD
Vit® fir, Town Hall Annex- 54375 Main Road - PO Box 1179
,¢ .�
`� Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
Pyrogerr southoldtownny.gov seand@southoldtownny.gov-
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (Ali information Required) Date: 11/2312.020
Company Name:,- NA,
Name:
License No.: NA email:
Address:
Phone No.:
JOB SITE INFORMATION (All Information Required)
Name:,-.Louis Bonetti
Address:
17-0
ver Lane.-Greenport, NY 11944
Cross Street: Silver mere
Phone No.:
516-987- 953-
Bldg.Permit#: gd600 email:
Tax Map District: 1000 Section: .47 Block: _-__ .2 Lot: 3
BRIEF DESCRIPTION OF WORK (Please Print Clearly)
151 sf addi inn,-aririinn-a cPr,Dnd hat r.(1QCI1 R-SliTtl�Pnl�a�Cln_livinn rnnm - - _ '
Circle All That Apply:
Is job ready for inspection?: YES Rough In Final
Do you need a Temp Certificate?: YES NO Issued On
Temp Information: (All information required)
Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# _
New Service- Fire Reconnect- Flood Reconnect-Service Reconnected- Underground -Overhead '
#Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH.APPLICATION
NOV 2 5 2020
'
Request for Inspection FormAs
BUILDING DEPARTMENT-Electrical Inspector
Q Cam TOWN OF SOUTHOLD
- -. ` Town Hall Annex- 54375 Main Road - PO Box 1179
.
Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
rogerr southoldtownny.gov - seandO-southoldtownny.gov,
APPLICATION FOR ELECTRICAL INSPECTION:
ELECTRICIAN INFORMATION (Ail Information Required) Date:—tl./2312020
Company Name:..:_.
License No.: �, email:
-:- -..-- -- - -- - .- -
_.. :- _
Address: :_.:..:
Phone No.: s
JOB SITE INFORMATION (Ail Information Required)
Name:_:_Louis_B9n.e._.tti_.:__..._:._,
Address:
Cross Street: Silvermere
:Phone No.:
-516487-4953
Permit.
Bld #:
g �f 600 0 email:
..Tax.Map::District._.-: 10.00_.-_..:.:Section::.._. -- ._:..._...-----.:_..... Bfock;..._- __2. _-::.::_,.:.1�9t .:...-
BRIEF DESCRIPTION OF WORK (Please Print Clearly)
151--sf aciriitinn--.-nddina-a..cpr_:. d_h thrn� -- i�.SLnhtl)i
_� a n_Enlarninn_livinn�..rno .,-
Circle All That Apply:
Is-job ready for inspection?: YES Rough In Final
Do you need a Temp Certificate?: - YES NO Issued On. -.--
Temp Information: (All Information required)
Service Size 1 Ph 3 Ph Size: . ..... .._A #Meters .._`�.Old Meter#:. _......_.:.._.., .-_....
New Service- Fire Reconnect-Flood Reconnect-Service Reconnected-Underground -Overhead
Underground Laterals . 1 2 H Frame Pole Work done on Service? Y N
Additional-Information-:_
L
.PAYMENT DUE_WITH.APPLICATION.
__ _..._._._..___...:..:.::.. .:...::. -.. ... .. .. . . N O V 2 5 2020
agp p_
Request for Inspection FormAs
PERMIT# Address:
el-,Switches
Outlets I
GFI's r
Surface 111
Sconces
H H's
UC Lts.
Fans Fridge HW
Exhaust ` Oven �� j Dryer
Smokes DW Service
Carbon Micro ( l� Generator
I
Combo Cooktop Transfer
AC AH Mini
Special:
Comments:
N.
C �_
Scott A. Russell
SUPERVISOR IWANAG)EIMI ENT
SOUTHOLD TOWN HALL-P.O.Box 1179 a
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town Qf Jo u¢! o]d
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
-. .....
s
DOES UUS PROJECT INVOLVE ANY OF THE FOLLOWING:
Yes No (CHECK ALL THAT APPLY)
❑ A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑ B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area-
E10 C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
t
erosion hazard area.
❑[� E. Site preparation within the one-hundred-year f loodplain as depicted
on FIRM Map of any watercourse.
❑N] F. Installation of new or resurfaced impervious surfaces of 1,000 square -
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
Date.APPLICANT, (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000
District j p
NAME: i J 0` 3
S/ecrtionj Block r� Lot
-'NI
Usu ...? (•ll:\.l��i i�iJ1 1t] LICPt���T rli�lY'��:~1:. (
S 1v,••e:
Contact Information: 6urcl3( --76,g-_Ze? S-q_
:1 i1<IdroMi umA
Reviewed By: �U
- - — — — — — — — — — — — Date: U_'�
Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — —
Approved for processing Building Permit.
Stormwater Management Control Plan Not Required.
❑ Stormwater Management Control Plan is Required.
(Forward to Engineering Department for Review.)
FORM ' SMCP-TOS MAY 2014
1 cCARTHY MANAGEMENT, INC. LETTER OF TRANSMITTAL;
46520 COUNTY ROAD 48
SOUTHOLD, NY 11971
DATE JOB NO.
(631) 765.5815 FAX (631) 765.5816 ATTENTION
�~ RE:
TO
-
1 LI>
f
v
Q Fc� ,
_(VItLiq
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items:
❑ Shop.drawings, ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order
COPIES -DATE DESCRIPTION
v t1ci t b� C�7�.
o�
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
�., n
J f
MAY 2 8 2021
�r-v
COPY TO
SIGNED:
H enclosures are not as noted,kindly notify us at once.
SITS; PLAN IOR -707/
RECErvED
BONETTI RESIDENCE JUL 142017
12 S I LVE R LANE ZONING BOARD OF APPEALS
GREENPORT NY
SCTM : 1000-4 7-02-03
AREA 6037 S.F.
SCALE 1/16" = 1`
RI��'
0-70
6d3.1 E a,
06
rn
--- - _ _ - - -- - - - - - - - EXISTING -
GARAGE N
3
15 t31dg Dept copy from ZBA
Flnal reviewed do c meets
ZBA Flle#�07�
Dire;
3°' N
1a'
,EXISTING ONE
STOREY FRAME HOUSE
00
N
PROPOSED
ADDITION
w
°o
0
.�'
M
M N -0
Z 'N n1 O
'L
M
N 85d31'4o"W
TOTAL AREA 6037 S.F. 56.o'
EXITING LOT COVERAGE
1021 S.F. 16.9% SILVER
PROPOSED LOT COVERAGE LANE
1173 S.F. ig.4% LANE
ROBERT WILSON
PO BOX 49
SOUTHOLD NY il97i
JANUARY 27TH 2017 OF NEW y
REVISED JULY 13TH 2017
�; s
NOTE: ,DATA TAKEN FROM SURVEY BY OTTO VAN TUYL pr SS
EXISTING: SINGLE FAMILY RESIDENCE START
PROPOSED: SAME WTTH 151 S.F.ADDITION TO Fp 0 '1
SOUTH SIDE OF HOUSE. permits I drafting I expediti R o�`P
S.C.T.M. NO. DISTRICT., 1000 SECTION:47 BLOCK:2 LOT(S):J
APPROVED BY
BOARD OF I RUSTEES
TOWN OF SOUTHOLD
DEC -4112,1"01 1 DATE Pemot&p 2(,20211
EDGE OF WETLANDS
FLAGGED 10/19/2020
���BY COLE ENVIRONMENTAL SERVICES
of
WOOD RAIL roce
5 8
ASPHALT L——
781
DRIVEWAY 0ol
&)
A
'-'-GAR4Gk':':
...........
61
2.4'E LAND N/F OF
LAND N/F OF 1.4'W 10.91 GEORGE LEKKAS
ARTHUR CLEMENZ -;0 71 7'* 14.1'
WOOD . .... .......
DECK n:::FRAME
1,31W
8.4 0
13.7
ad
2.0 4' 73
P '
2 g SO 'DITIQ
)"OCA T
RA
pip Ed
146.84' ,ate i
N 85°31'40 W S6,001
EXfSTIN( COVERAGE SIL VER LANE
DWELLING WICOVERED STOOP: 724 S.F.
WOOD DECK. 224 S.F. (EXCLUDING PORTION BEYOND PROPERTY)
GARAGE.- 320 S.F.
SHOWER: 32 S.F. EDGE OF WETLANDS
ON EASTERN SIDE OF SILVERMERE
TOTAL. 1300 S.F. or 21.5% FLAGGED 10/25/2020
PROPOSED LOT COVERAGE BY COLE ENVIRONMENTAL SERVICES
PROPOSED ADDITON: 151 S.F. THE WATER SUPPLY WELLS, DRYWELLS AND CESSPOOL
TOTAL: 1457 S.F. or 24.0% LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS
AND OR DATA OBTAINED FROM OTHERS
AREA-.6,043.80 SQ.FT. or 0.14 ACRES REVISED 12-11-20 ELEVA RON DA IUM.,
UNAUTHORIZED ALTERA77ON OR A00177ON TO THIS SURVEY IS A WOLA77ON Or SECTION 7209 OF'THE NEW YORK STATE EDUCA170M LAW COMES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYORS 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 BEHALr 70 INE 777LE COMPANY, COLERNMENTAL AGENCY AND LENDING INS71TV RON
LISTED HEREON, AND 70 771E ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 70 THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED To MONUMENT THE PROPERTY LINES OR To GUIDE THE EREC77ON OF FENCES ADD177ONAL STRUCTURES OR AND 07HER IMPRO"ENFS EASEMENTS
AND/OR SUBSURFACE S7RUMREs RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EWDENT ON THE PREMISES AT THE 77ME OF SURVEY
SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO! LOUIS BONETTI;
MAP OF:
FILED:
SITUATED Am GREENPORT
TOWN OR SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design
P.O. Box 153 Aquebogue, New York 11931
All PHONE(031)298-1588 FAX(631) 298-1558
FILE #220-134 SCALE:1"-20' DATE:0CT. 1, 2020 N.Y.S. U5r— NO, 050882 1 matntdaing the mcmda of RobffL 1.JIMMY s K=dth X VDYchuk
S.C.T.M. N0. DISTRICT: 1000 SECTION: 47 BLOCK: 2 LOT(S):3
I
:I
f '
on,
� DC
U.P.
EDGE OF WETLANDS
D�t FLAGGED 10/19/2020
0 BY COLE ENVIRONMENTAL SERVICES
'CrU.P. sit DG
OF ppVEMENT
WOOD RA11- FENCE I
ASPHALT
DRIVEWAY 0 ' I
C)
i
L i
s.s'w 2.01E::;;;;;;
m
•:•:•GARAGE:•;•;
V Y
V-. m;•;•Cq
:..:.::...N•
'•'•'•14.3''.'.'.':
m I
2.41E LAND N/F OF
R
SHOWER GEORGE LEKKAS i
1.4'W 4.5'x7.1'
LAND N/F OF 10.91 i
ARTHUR CLEMENZ ", io ; ...:•.•;•.•:•.•..;. 14.1'
11.7'
N WOOD
1 STY•;•;•;•;.':::: N; - I
DECK ;:;FRAME DWELLING:•:•:•P O
.:. . :N ..9.8-' _
- _-------
- _ - -
—- --- - -- 8.4' .. � 15.0 ...:• - -
W COVER D ::... :.:::.:.:.:.::: 73.7 O
WOODSTOOP' 15.4'
O 06
2.0' 30.0'
73'
i
d-
M FOUNDATION
O Mi LOCATION
Z v NN 05/25/21 10 I
w PIPS N I
0.8E W.V %
146.84'
oj
3 N
85' '°3-1"''40'' W 56.00' .5 w_ _
SILVER LANE \ �
EXISTING LOT COVERAGE \ '' "' ✓
o (.=
co
DWELLING W/COVERED STOOP: 724 S.F. `
WOOD DECK: 224 S.F. (EXCLUDING PORTION BEYOND PROPERTY) cv C.?
GARAGE: 320 S.F.
`a
SHOWER: 32 S.F. EDGE OF WETLANDS
TOTAL: 1300 S.F. or 21.5% ON EASTERN SIDE OF SILVERMERE RD.
FLAGGED 10/25/2020
PROPOSED LOT COVERAGE BY COLE ENVIRONMENTAL SERVICES c
PROPOSED ADDITON: 151 S.F.
TOTAL: 1451 S.F. or 24.0% THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS
FND. LOCATION 05-25-21 AND OR DATA OBTAINED FROM OTHERS.
AREA:6,043.80 SQ.FT. or 0.14 ACRES REVISED 12-11-20 ELEVATION DATUM:
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY
MAP NOT BEARING 774E LAND SURVEYORS 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 T17LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION
LISTED HEREON, AND TO THE ASSIGNEES OF 774E LENDING INS77TUT70N, GUARANTEES ARE NOT TRANSFERABLE.
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS
AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EWDENT ON THE PREMISES AT THE 77ME OF SURVEY
SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: LOUIS BONETTI;
MAP OF:
FILED:
SITUATED AT: GREENPORT
TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design
P.O. Box 153 Aquebogue, New York 11931
PHONE (831)298-1588 FAX (831) 298-1588
FILE #220-134 SCALE:1"=20' DATE:OCT. 1 , 2020 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy k Kenneth M. eoychuk
S.C.T.M. NO. DISTRICT. 1000 SECTION: 47 BLOCK: 2 LOT(S):3
I
I
:I
:I
I
U.P.
EDGE OF WETLANDS
I.VE
FLAGGED 10/19/2020
BY COLE ENVIRONMENTAL SERVICES
p\1
EOFPAVEMENTOU.P. l.OG s �E
FEN
Wp00 RNI- j
m 5g '7g1 I
ASPHALT L
DRIVEWAYI
0 R� 27 g j
I
w I
:•:•GARAGE;•;•; Y
Op U
m
2.4E G� LAND N/F OF
R� GEORGE LEKKAS i
SHOWER
1.4'W 4.5'x7.1'
LAND N/F OF 10.9' 1
ARTHUR CLEMENZ141' i
11.7'N 30.4 j
N
WOOD :.:.':': ::::1 STY• ......'N - I
DECK 7-):-:FRAME DWELLING::: o O
O I
.. .... ° -I-:: -
8.4' . 15.0' M
0) „ ,,., ,,,,,,, 13.7 O
COVER :.. ,,,,,,,,,
15.4 o ...............
OOD ST00 ''•� ............... o � j
Q) 2.00 0 4' 73' I O
o� � CONC. RO ED I �r�
OM _;§ Ma, 3 STOOP A DITION � \ j ��
ZNN v N = I
1:2PIPE' m \ I
0.8 E W. \
06.84'
o 14 j
3 N 85031,40” W 56.00 M5
' w�
I ' \
SILVER LANE
EXISTING LOT COVERAGE i
DWELLING W/COVERED STOOP: 724 S.F.
WOOD DECK: 224 S.F. (EXCLUDING PORTION BEYOND PROPERTY)
GARAGE: 320 S.F.
SHOWER: 32 S.F. EDGE OF WETLANDS
TOTAL: 1300 S.F. or 21.5%
ON EASTERN SIDE OF SILVERMERE
FLAGGED 10/25/2020
PROPOSED LOT COVERAGE BY COLE ENVIRONMENTAL SERVICES
PROPOSED ADDITON: 151 S.F.
TOTAL: 1451 S.F. or 24.0% THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS
AND OR DATA OBTAINED FROM OTHERS
AREA:6,043.80 SQ.FT. or 0.14 ACRES ELEVATION DA TUM.
UNAUTHORIZED ALTERATION OR ADD17ION TO 7HIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF 7HIS SURVEY
MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE TIRE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION
LISTED HEREON, AND TO 7HE ASSIGNEES OF 774E LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE.
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE 7HE ERECTION OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS
AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY
SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: LOUIS BONETTI;
MAP OF:
FILED:
SITUATED AT: GREENPORT
TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design
P.O. Bog 153 Aquebogue, New York 11931
FILE #220-134 SCALE:1"=20' DATE:OCT. 1, 2020 PHONE (831)298-1588 FAX (831) 298-1588
N.Y.S. LISC. NO.. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk
i
� � Y
..._._._-..__....._..._......._..._._............__....'-'--............_........_- .___.._..........._..._.._.__-'---............ ..._.._....._.........
._._._._...__._..__-...._._...._.__.._-_..__-..........-_-__.._..._.....__-_.___._.._.__.._..__...._._-.........
' ._..-....____....._..__..__-_..__..._._.__.__. ....._._.__._.._..._._.._.._...._.__--_........._. __.__.._..-......_......._.._._-_.__.. -_ _-
...............—.._._.....__ -....._......- ---......................._....... .........
._........._..--......__....._ El..........
_....-- _...-- .__...._. _......_..- --.._......._ Z W
� � w
W
_._..._.. — ...._._.._._..._...._.. ----- =----...----....._..
FRONT ELEVATION Q W w
w
SCALE: 1/4" = 1'-0" z
_ MOM
hal
JUL 1 a 2017
BY-.r
w
-
ro ,
...__...._._...._......._..._..._.. _.--_— z
_._......—......_.__......_._.. .._.__. Z L0
Bldg Dept cow -
py fPZntsBA 0 NFinal reviewgd -J X JZBA File'e /0deQ O O co
D
Date; / � 1,•, 0 co
U) a- O m
w c/)
RIGHT ELEVATION o
SCALE: 1/4" = 1'-O"
o —.........._...._.. -----.....................--.........__ --._ 11/2/2016
-- -- — —-
-....._...__._.._.....—_—. ----......._.. --.-..._ SCALE: SEE PLAN
_ ----- __. .--- .........--...............--....- - — — SHEET N O:
REAR ELEVATION
SCALE: 1/4" = I'-O"
r
W �
U
z W
� Q � z
8'_O" W
lK BAR @12'OC
'_ _____________________ i
O
Q W
/ 2X8 FI @16°OC
/ R19
8'CONC BLK WALL;
1678'CONC.FTG.
(2)#9 REBAR
3'BELOW GRADE
a 24
0
w O -
V
m \
I O
i f
__ __ __ _ __ __ __ _____ --------
EXISTING � �\V1 w
W
Z
?-
L
W r)
/ W N
JX -j
QOO ,0
/ LF
Dept co Z CO = t�
/ reviewed documents O p �
Fite#7�-7) v 1 u) M O m
/ O .�
#4 BAR @12"OC '
DRAWN BY: JF
FOUNDATION 11/2/2016
SCALE: 1/4" = 1'-0"
SCALE: SEE PLAN
SHEET NO: �l
r �
W
4--10" T-2- Z r^—,
CW245 �•1/ ,••� W
(2)2X6 HDR O
O
30X30 :, c J
SKYLIGHT ,x„ v _r Fy01
EX.BEDROOM 'z
P4
W
,2X6 CI @76°OC j � Z W
_ j O
EX.LIVING ROOM
o EXPANDED
2 4 (2)2X6T=
r- 4: — �o
A
30X30
SKYLIGHT; r
V
0 EX.BATH v� (2)2X6
:POST
i
0
K, 0
q i o O
1/
=00z
5'-1i" W
EX.BEDROOM EX.KITCHEN 2'4' i , c) Z
ALTERED HALF = W �
BATH r 3 Jx �N
V - zm � r`
N �
(qo- O c0
2X4 R13 1L v
3"0 ROOF VENT
3
1 1/41 1/2 11/4 L ,G/{
SINK LAV. FLOOR FLAN Bldg Dept copy from ZBA
D.W. W'c' 3 SCALE: 1/4" = I'-O" Final reviewed documents
F.A.I.
ZBA File # _701) DRAWN BY: IF
Date'•�j /,Zf? /oZ0
3 1 1/4
C.O.1
211/2/2016
A3 C.O.
3 SCALE: SEE PLAN
4
a TOAPROVED
SHEETSLOPE" 1/4"PER FOOT PITCH TO DRAIN TV
O'RS SEPTIC SYSTEM \ 1
PLUMBING SCHEMATIC
' . .
\ -
�
-'
`
SHEET NO:
/
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
KING STUDS (—j O
\
ENOWALL RAFTER WALL STUD z
CRIPPLE STUD
BOTTOM PLATE r �/ 7
JACK STUDS
RIDGE BATHTUB O > F1
HEADER LEDGER
SIDEWALL DOUBLE JOIST
RAFTER FI-I
FLOOR USP NUMBER DESCRIPTION APPLICATION A
1ST. AIDES IO
HALD DO CONNECT TO IOF ALL CORN
CHOR TO FOUNDATIONDW/AN CH BOLTSB W
CONNECT TO 1 SIDE OF ALL CORNERS ON BATN/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR ANO TOP LOCATION UBP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 11��
2ND. AIMS ANCHOR PLATES OF IST.FLOOR.CONNECT THROUGH ALL OPENINGB LSTA12 1-t/4^Al2'ZOga.STRAP APP LV TO EACH JACKSTUD ROOF LSTA24 1-t/4'x24'20Ba.STRAP APPLY OVER RIpGE TO EACH RAFTE 2.62A8 L526 iBga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH(2)JOISTS.UNDEfl WALL. 11 O O
THE FLOORS TO EACH OTHER W/THREADED ROD ALL OPENINGS RT30R RTT TYDOWN ANCHOR AP PLV TOEACHCRIPPLE STUD 2X10 L5210 1119..SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PMALLEL WALLS,PROVIDE
BLOCKING C 24-OC
WALL STUD
x a
^ THROUGH-ROOF ExHAUST
/ \ VENTS SELECTED AND
LOCATED BY CONTRACTOR r-,
METAL BTRAP E� Y
CRICKETAT TOP-SIDE OF VENTILATION CHANNEL 1:4
SILL
RIM BOARD RnFTER CHIMNEY AS REQUIRED -
RAFTERS O v
SILL PLATE(S) WALL SHEATHING MAINTAIN
'' •' '' '' SIDEWALL FLASHING VENTILATION WOOD JOIST
FOUNDATION TOP PLATE BLOCKING
FINISH WALL AND MOISTURE 2A{LEDGER BLOCKING
STAPPING TO BE ATTACHED TO WALLSTUDS 0°41170[ BARRIER TO LAP FLASHLNG h4 SOFFITJOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION
ROOFING
TOAVOIDSOAKIN MINIMUM NET FR EE VENTILATING AREA - - GUTTER
RDOFWG TO AVOID SOAKING WALL STUD NOTLESSTHANI/1500FTHEAREAOF WOOD GIRDER
INSTALL 4'0'OC. THE SPACE VENTILATED.ALL OPENINGS CONTIN.SCREENED VENT
4'-8' LSTA24 1-1/4'X24'20ga,STRAP AND JACK STUDS SNALL BE COVERED WITH CORROSION- CONTIN.SOFFIT/EXT.PLYWOOD
ON ALL OPENINGS PgOVIDE HEMMED EDGE AT
RESISTANT METAL MESH WITH MESH
INSTALL4'U'O.C. FLASHING TO FORM CHANNEL LOCATION USPNUMBER DESCRIPTION APPLICATION OPENINGS OF INCH IN DIMENSION. SOFFITED EAVE
8'-14' LSTA30 1-1/4'.30'18ga.STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNECT TO
ON ALL OPENINGS GAP TO PREVENT CAPILLARY 4'-6'RAFTER RT10 10.3/4'x 18g,.TYDOWN ANCHOR PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0'O.C. / ACTION ROOF VENTILATION/ OVERBEARINGWALLSANDHEADERS
14'-16' LSTA36 1-1/4'X36.18ga.STRAP ANDJACKSTUDB B'-12-RAFTER RT20 21-1/8'.20ga.TYDOWN ANCHOR TAEACH RAFTERIT,CH RAF ER
ON ALL OPENINGS ,••, KEEP ROOFING NAILS OUT SOFFITED EAVE DETAIL
2ND.FLOOR WALL OF FLASHING
ROOFING—1 8-1
FLASHING 4INCHES \ -RAFTER— RIDGE CAP OF SAME
EXTBASEFLASNDE WRAPS CORNERS, MATERIAL AS ROOFING /
SID 4S UNDER SHINGLES AT
/ V SIDES{INCHES ANO IN.4 I NAB-ED TO SHEATHING /
SHINGLES AT BASE MIN.{INCHES THROUGH VENT
WOOD JOIST
Fl. TOP PLATE
SIDE WALL FLASHING GIRWOODJOIST ui
1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS Ca4rOC W000 JOIST w
AND ALL WINDOW/DOOR OPENING JACK STUDS HETAL FLASHING AT ALL EAVES,510EWALLS, WALL STUD z
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES-PROVIDE HEM"ED EDGES SO RAFTERS
INSTALL 4'O-O.C. AS TO FOR"DRAINAGE CHANNELS AND pqE-MANUFACTURED , COPY PREVENT CAPILLARY ACTION Z }• �' Bldg pg
4'-8' LSTA35 1-1/4'.36'189..STRAP AND JACK STUDS LOCATION UBP NUMOER DESCRIPTION APPLICATION KEEP SHEATHING MIN.1-1/2' ALL JOLSTS CONNE[TEO TOAFLUSH HEADER TO BE SUPPORTED WITH Pt CQ from 2BA
ON ALL OPENINGS CONNECT EACH flIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. z r _L F�ne�reviewed documents
INSTALL4'O'O.C. RAFTER/PIATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVERRIMETO AIR PASSAGE IF ABLE.SET FIRJOMTS APROX.1/Z'HIGNERTHANLVLHEADERS W {pfieA C �y
B'-16' MSTA48 1-1/4'X48'16ga STRAPAND JACKSTUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. REDUCE BUMP OUTS N �N^F-I'e# -7071
ON ALL OPENINGS PLATENJALL SPTH4 STUD PIATE ANCHOR PLATES TO EACH STUD OF ROOF O O L Aa`e - / /
TERM TIE SHIELD '`r•"• SUBFLOOR 1T H9 Cti
SILL GASKET j' WOOD JOISTS
NEOPRENE - I U) ^ O
TP.CON[.FOUNDATION LONG SLAB GASKET /// hb!LH'.CONTIMIOUS WOOD PLATE v, L.L
DAMPPROOF EXTERIOR (A 6 MIL POLY - ' BOLTED TO STEEL_B'S""WITH
GRANULARFILL In DIA. BOLTS.4B'-.STAG.STAG. //1
EMIL POLY ON EXTERIOR e + I W/ `/
STEEL COLUMN '
b.
k ROOF JACK
J LL
CONIC.BLAB 'e // III\� STEEL BEA" O
(° v �/4°.I/4°.e°STEEL
COMPACT FILL—►
1> ROOFING LAPS TOP AND BID OH PLATE !!11
• / FLASHING AT WITH 1!L'x 6'ANCHOR BOLT L-L
KEYWAY FOOTING (•° CONIC.FTG. ,4�•e ,4 ^ USEVRTH 3.3 SQUARE WASHERS SIDES AND TOP VL'GRDIIT
ANCHOR BOLT CONNECTION
(USP L8PS58 OR BP583) 3°STEEL COLO"N
p O REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATIO 5/B'DIA ANCHOR BOL 1 CIO KIPS)
DRAIN TILE p SUPPORTING MAXIMUM SPACING FLASHING LAPS
SILL PLATE TO FOUNDATION 1 STORY 72'OC ROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION
SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL
TYPICAL CONICFOUNDATION.APPLY RACING. MIN.3'STEELCOLUMN ANCHORED TO 24'.24'.12'CONC.FTG. CRAWL SPACE ORFOUNDATION 2STORIES 36'OC STEEL/BOTTOM BEARING
WHERE NEEDED FOR STRUCTURAL BRACING.
WALL BOTTOMLAB_DTETOFOUNDATIO 1.2 STORIES 5T OC ROOF JACKS 4 VENTS DETAIL
BLAB-0N-GRADE
SUBFLOOR
CONIC. LAB 6X610/10 WWM GARAGE_�111-DOOR FRAME
COMPACT FILL DOOR I O--JOIST DRAWN BY: JF
USE 2x8 STEEL BEAM
`IFOR BLOCKOVT
{•SLAB
W/6X6 WHH SLOPE
P.T.PLATE /E I �_ A 4•DRIVEWAT-� NOTCHJOISTANDADJUST HEIGHT 11/2/2016
I/2'AIR SPACE (WITH A NAILING PLATE IF NEEDED)
° AT END AND •• TO BE APROX.1/2'OR HIGHER THAN
GRADE -- --- ---- - _ BLDVEISS FWODD e`�A 'e' STEEL BEAM TO ALLOW FOR SHRINKAGE
2'
° vn 6X6 W.W.M. ----------- `'° _ (PROVIDE STRAPPING 70 NEEP JOISTSALIGNEDI SCALE: SEE PLAN
MIN. Li a e[�'e A(:'e AA'`• �NDTLN BEAM FOR HUDSLLL IF flEOUIflED-MAXIMUM _ ' SUBFLOOR
REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM 'c u �•I-I
DRAIN TILE I !IL REINFORCING BAR s - �OIST
12' SHEETMETAL/30-TH CFELT UNDER BEAM ATPOINT 4/�^•e 4• STEEL BEAM
OF CONTACT WITH CONCRETE OR CONC.BLOCK ".
• 3°
TYPICAL LONG.MONOLITHIC FOUNDATION.REINFORCE WITH(2)'4 REINFORCING BARS THICKEN SUBS BENEATH BEARING WALLS AND COLUMNS. SHIMS TO LEVEL BEAM PLATE(BOLTED TO BEAM)
1
REINFORCE FOOTING WITH(2)°4 REINFORCING BARS. 3'MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT SHEET N O
BEAM POCKET
y ' D
GENERAL NDTS WIND FRAMING NOTES NAILING SCHEDULE- PLAN CONTENTS:
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION w
1-1/4'x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTIO NAIL NAIL NOTES BUILDING USE
When a collar lie is used in leu of a ridge strep,the number of 10d common nails required QTY. SPACING v
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nods in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAI TOP PLATE 10'WALL:4-lid COMMON BUILDING HEIGHT
O
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: RAFTER TOTAL 50.FT.OF CONSTRUGTIO
intent and framing details.They are intended as a construction aid,nota substitute Lateral framing and shear wall connections for rafter,ceding or truss to lop plate shall be in CEILING JOIST 8'WALL:3-Bd COMMON EACH TOE-NAILz I�-1
for generally accepted good building practice and compliance with current New Vork accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST
Slate budding codes.The General Contractor is responsible for providing standard or trusses shall be adached 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 PRESCRIPTIVE G PER EDIT RESIDENTIAL CONSTRUCTION CODE AND
canstnlc"'n 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-
sound
AIL CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL
sound and a weatherproof completed product. shall be connected with uplift connections io accordance with table 3.3c. CEILING JOIST LAPEE AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS GROSS 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: En ~' Z
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 COLLAR TIE AS PER TABLE 3.4 EACH FACE DECK5 40
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 TO RAFTER WFCM-SBC END NAIL 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 EACH TOE ATTICS w/STORAGE 20 Q
accordance with table 3.3. TO RAFTER 2-ed COMMON END NAIL DESIGN LOAD CALCULATIONS
3)Dimensions shall take precedent over scaled drawings. (LIVE LOADS P5F) ROOF (GROUND SNOW LOAD) 20 E
RIM BOARD FJ CH END W
ROOMS(OTHER THAN SLEEPING) .WJ
(00 NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16tl COMMON END NAIL 40
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 O
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 L, O
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 Inches In masonry block foundattons,or lapped under �r n
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 NAIL NAIL NOTES Q FTi h•-1
QTY. SPACING GAURDRAILS(ANY DIRECTION) 200
F4 1-�
P
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 bolls.Anchor boll EXPOSURE CATAGORY l�-I
spec 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, TOP PLATE TO PER FACE NAIL
anchor balls are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE 2-16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION FOOT SEE NOTE:i W rW
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMON JOINTS FACE (ROOF-FOUNDATION) DETAIL PAGE x GENERAL NOTE PAGE
6).The General Contractor is to ensure that masonryINTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
or odes.racted fireplaces meets 5)TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24' FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE f F7
or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum o(7/16 inch wood structural panel on the exterio 2-16d COMMON v
attached with ed common nails at 6"e.c.at the panel edges and 12'o.c.in the field,and STUD O.C. NAIL Sym,:
9 FIRE PROTECTION
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 Sell cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16'O.C. FACE (SMOKE 4 CO2 DETECTORS? SEE FLOOR PLANS
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 M
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END T U55 DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION �{
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD _3-16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS IEGG 2015 MINIMUM REQUIREMENTS BY COMPONENT TABLE 402,1.2
6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:
FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements oftable 3.15a-b times the appropral a FLOOR JOIST,BAND JOIST 2-I-COMMON PER FACE NAIL CLIMATIC&GEOGRAPHIC DESIGN CRITERIA
1).The General Contractor and Mason to review plans,elevations,details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1, GROUND WIND SEISMIC FROST WINTERICESHIELD
del
ermine Intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN FLOOD
7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS
Allowable sidewa11 lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
2).All feelings to rest on undisturbed(virgin)sail.(MIN.SOIL STRENGTH AT 200opsi)interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES
2.4.4.2 and 2.2.4 respectively. DN. SPACIN 20 LBB. 130 B SEVERE 3 F7. MODERATE SLIGHT TO M YES -
3).Provide 1/2'expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE
concrete or mason walls occurin exterior or unheated interior areas. 8),CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4-Bd COMMON ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
masonry 9 1^ SILL,TOP PLATE OR GIRDE JOIST NAIL
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall behave steel connectors in accordance with table TO JOIST 2-ed COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIAT
be installed with#4 re-bar,18"long at 12'o.c..Use approved epoxy for installation. 3 5 SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIEL NOTES
5).Unless otherwise noted,all slabs on BLOCKING EACH TOE
grade to b i e me p rel Concrete to be TO JOIST 2-Bd COMMON END NAIL 4'PERIMETER EDGE ZONE Bd COMMON 66-O.0 ed COMMON @ 6"O.C. SEE NOTES:7.3
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior stabs 9).CATHEDRAL CEILING ASSEMBLY:
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 BLOCKING TO: 3-16d COMMON EACH TOE INTERIOR ZONE lid COMMON @ 6"O.0 ed COMMON @ 72"O.C. SEE NOTES:1(BOTH FIELDS
6'maximum lifts(layers). anchored on tap of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD
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 n be provided with r minimum 18'x24°access opening.Install one 3-16d COMMON `-
8x16 cast iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. TO BEAM JOIST NAIL NOTES
DECK AND COVERED PORCH NOTES: JOIST ONLEDGER 3-8d COMMON PER TOE
7).Damppmof exterior of foundation with bituminous coating as per TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be 41 ACO pressure treated lumber. BAND JOIST PER END I7�\
the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMON 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
BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. ��V77 J
8).Drainage as per town and N.Y.B.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-16d COMMO
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 Z
into concrete with a minimum 1/2"dia x 7'Ion anchor bolt with washers and nuts. 2).Tabulated 12 inch with
nail spacing assumes sheathing attached to rafters 6 in framingmembers with G>0.49.
FRAMING NOTES 9 OOF SHEATHING: For framing members with<o.4z<G<g.4s.We nail spacing shall be reduced Ip 6 inches
o . � C� >'
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 z Z L0
Edition Wood Framing Constructlon Manual. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For
Use a minimum 1/2'dia x 7"long anchor bolt with washers and nuts.Footings Shall he 3 ft. framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. w
below de.Porches with covered roofs shall have 12'dia.concrete iers for the girders. AS PER TABLE 3. CN
2).Unless otherwise noted,all framingd structural wood material to be#2+BTR. 9a p 9 STRUCTURAL PANE 8d
a^ WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: J X J In
Douglas Fir. 4).Deck joists to have blacking at 8'0 o.c.. Q O O CO
CEILING SHEATHING: NPANEL DG NAIL SPACING AT INTERMEDIAT
SHEATHING LOCATIO NOTES
3).Floors,walls,ceilings and rafters to be spaced at 16 inches a.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIEL
5).A minimum of 10 Inch flashing shall be Installed between the building and ledger. NAIL NAIL
otherwise. JOINT DESCRIPTIO
Ledger to be fastened to building with 1/2"dict.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(BOTH FIELD Z
where needed. 4'EDGE ZONE lid COMMON @ 6°O.0 ed COMMON @ 12°O.C. NOTE:2 FORPANELFIELD4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fi GYPSUM Sd COOLER O.C.EDGE C) Cl)
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10'OCFIEL COMMON @ 6"O.0 Sd COMMON @ 12°O.C. SEE NOTE:3openings.LVL headers to have(3)Jack studs and(2)full length slutls on each side of 6).Concrete piers shall be a minimum 6"above grade. D_ CD
openings.Bearin wall window sills shall also have 2 7).All joists to be supportedg WALL SHEATHING: W
g (j window sell plates for 2x4 wall I with hangers and anchors.Each Joist shall also be anchored NOTES
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 heavy dutygalvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building STRUCTURAL PANELS gd COMMON AS PER TABLE WFCM_SBC
3. 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall
anchors where applicable to all connecting joists. PLUMBING NOTES be used.
7/16"OSB 3'O.C.EDGE
6d COMMON
6).Double up floor joists under walls that inn parallel to the floor joist and under bathtu g).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 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 T 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
3).For exterior panel siding,galvinized box nails shall be permitted to he substituted for common nails.
2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING:
7).Provide blocking/bridging in floor joists at 8'D o.c..Use solid blocking in floor joists
f� NOTE:
under all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY
P
rovide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION QTY SPACING
8).Provide insulation baffles at cave vents between rafters Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permits J. STRUCTURAL PANEL 6"O.C.EDGE EXISTING CONDITIONS.MINIMUM 3000#CAPACITY.
needed. HVAC SYSTEM NOTES 1'OR LESS lid COMMO 12"O.C.FIEL 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""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 AGO.
COX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
10).Unless otherwise noted use 3/4"thick TBG PTS Fir or Advantech I THESE NOTES ARE ONLY TO BE REFERRED TO IF
Plywood be i subfloa MENTIONED IN SCHEDULE NOTES ONLY. FIREBLOCKING REQUIRED DRAWN BY: J F
2q HVAC subcontractor is to fully coordinate all system data and requirements with the
adhered with PL400 adhesive and screwed to Floor joists.Finished door to be installed Rrehloddng shall be provided to cut off all conrealed daft 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.
1).Nailing requirements are based on wall sheathing i ry P
11).All bathroom walls to have 1/2'thick moisture-resistant sheetrock.Garage walls a )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 Rreblocking shall be provided in wood-fame construction in the following IOatienS. 11/2/2016 y/�/�O i C
ontre.or and owner for final review and approval. is nailed 3°on-center at the panel edge to obtain higher J.1 1 V
ceilings and over furnace to have 5/e'thick type-x sheetrock.All other parts of building shear capacities,nailing requirements for swctural 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor
to have regular 1/2"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
12)All roof with a pitch less Than
such as shear plates,shall be used to maintain load path, feet Batts or blankets of mineral or glass fiber shall he allowed as fireblocking in walls constructed SCALE: SEE PLAN
rashall be installed with an Ice 8 Water barrier or 1)All electrical to be installed as per N.Y.S.Residential Construction Code.
approved equal.Flat roofs shall bea appplied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected using parallel rows of studs or staggered studs.
torch down type material over. 2).All electrical work shall be approved by a qualified Underwriten members,the tabulated number of nails shall be permitted
to be reduced tat-16d nail per foot. 2).At all interconnections between concealed vertical and horizontal spaces such as occur at sofftr,
13).At]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 R31 drop ceilings and cove ceilings.
be installed with a foam sill gasket and cop-r-tex tensile shield or approved equal. I of N.Y.S.Residential Construction Code. SHEET
1 ,r r--T O•
T
3).In concealed spaces between stair stringers at the cep and bottom of the run.Enclosed spaces J IH 1L-Il-_-• I
under stairs shall comply with N.Y.S.Residential Code.
4).At openings around vents,pipes and ducts at ceiling and floor level,to resin[the free passage of
flame and products of combustion.
5).For the fireblocking of chimneys and fireplaces,refer to N.Y.S.Residential Code.
Fj a c Arlt ,
December 10,2020
Town of Southold
Building Department
Main Road
Southold, NY 11971
RE: Louis Bonetti - 170 Silver Lane-SCTM#1000-47-2-3
The addition to the home will use the IECC insulation and fenestration by component:
Windows- U=32 SHGC-.40
Ceiling insulation - R-49
Wall insulation - R-20
Floor insulation- R-19
Any existing walls where coverings are removed that wall will be filled with batt insulation
OF NE{a{rY
eV
FESS1a�'
r
BOARD CER 1"i-r9E�i iiV S-rRUC-rURAL E�Str:VEEF?IRlu
J93SEPH@F1scHETTi.cmm F18CHET�IENGii:t=FS25MC-CaN 63 7 -765-2954
7 7 � 5
1-: 0BAR `3' ROAD sOLTH0LDNEW YORK 1 1 9 -71
5
I
V �
w
o � Aw
co
H 00
FRONT ELEVATION w F-I w
SCALE: 114" = V-0"
PLUMBER CERTIFICATIOry 0
ON LEAD CONTENT BEFOG,E
CERTIFICATE OF OCCUPAI
SOLDER USED IN WATFn
SUPPLY SYSTEM
CA (.11
r
EXCEED 2110 OF I% LFA n.
All exterior lighting
installed,replaced or
repaired shall conform
to Chapter 172
= of the Town Code
_ PLUMBING
I ALL PLUMBING WASTE
- &WATER LINES NEED (�� �
Tt-STING IBEFORE COVERING W
O Z
�-
V � z •d-
W c0 " �
QXLh
U) co
(/) Ll-
RIGHT ELEVATION U- Cf)
LL
SCALE: 114" - V-0110
ELECTRICAL
a-
COMPLY WITH ALL CODES OF INSPECTION REQUIRED
NEW YORK STATE & TOWN CODES .��r NEW
AS REQUIRED AND CONDITIONS OF ��. CN0''S��
nn117HOLO TOVyU ZEA o o
APPROVED AS NOTED I=BOARD
DATE: B.P.#_ Tum;r T x
/, , — SOU "�� iOWNTRUSTEES
FEE: lY��o BY: ��... .r �VViV.ztiPT : JF
_ N.Y.S•DEC
NOTIFY BUILDING DEPARTMENT AT Y i.._.
765-1802 8 AM TO 4 PM FOR THE `!
FOLLOWING INSPECTIONS: pu"0';f Z 5 V11,12/2016
1. FOUNDATION - TWO REQUIRED �
,
FOR POURED CONCRETE co
2. ROUGH - FRAMING & PLUMBING '` °,
3. INSULATION OCCUPANCY OR SCALE: SEE PIAN_ w,
4. FINAL -BE COMPOTETFORYOON MUST USE IS UNLAWFUL
ALL REQUIREMENTS
OF SHALL MEET THE WITHOUT CERTIFICATE SHEET NO.
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
,.
DESIGN OR CONSTRUCTION ERRORS. OF OCCUPANCY ��. ��, ��•- .r,;f,ti�..
REAR ELEVA71ON
SCALE: 114" f
_ 1 Il L
p
RETAIN STORM WATER RUNOFF
DO NOT PROCEED WITH Y:+
o ;�r�"
, 05
OF
� ;
FR�;f-RING UNTIL SURVEY; PURSUANT TO CHAPTER 236 �'�
OF FOUNDATION LOCATION OF THE TOWN CODE.
„-�v u��:�v Hrrnuvtu.
w �
V �
w
® Awl
81-V am-now
#4 BAR @12"OC
---------------
- --------------------, O 0
1 1
I i
I 1
1 I V J
" � w
I 1
1 I w
I I
I I W
I ,
I 1
I ,
I 1
I 1
I I
2X8 F1 @16"OC I 1
R19
I i
I 1
1 1
1 i
I I
I 1
8" CONC. BLK.WALL
16"X8"CONC. FTG.
(2)#4 RE BAR
3' BELOW GRADE44002N
I I
/14
I I
2 T z
Z
' Q N I 1
X ' 1
i N
W I 1
' V
U M ' {— O I
I �O I 1
Q II w 6
1 co > 1
I 1
EXISTING
I I
W
/ I I
W
1 Z
I 1
I I V (oZ
I 1 Z T-- 1 r1
I I w � Q `;
i 1
i I
Q
I I O O Zo
I I ZI 1
I 1
I 1 O r)
/ I I
I I
tna0 (
1 1 W U)
1 1UL
1 I
1 1
O
1 1
1 1
I I
M BAR @12"OC `
* ISLU
cy�r C,A
m �u; l uu
DRAWN MF
FOUNDATION 11/2/2016
SCALE: 114" = 11-0"
SCALE: SEE PLAN
SHEET NO:
PESSVk''/
8'-0"
4'-10" 3'-2" Z O
F�9
CW245 w
1 1 (2) 2X6 HDR
1 1 -
11 0 �
T - - - 1 L -
I - Q M p� N
30X30 '( NIIIIIIIIIIIIIIIIIIIIIS
'SKYLIGHT
EX. BEDROOM I x a
1 1 z
1 1
1 1
J, ,
5E; ; ,2X6 CI @16"OCA ^ W
(R49) Zo
a
i 1
mt 1
v 1 i
I 1
EX. LIVING ROOM
A �
EXPANDED _ (2) 2X6 14
Ln
1 1 x I' 30X30 :1x .o rN
C SKYLIGHT ; N N v 1
1'v N
OEX. BATH 1 1 (2) 2X6 ;
POST '
•--------- ---- --------- - --- --------- - --------------------1 --------------------- ---------- -----
' NO in O
°C ao
1 , \ O
, , N
1 ,
I
� 1 1
1 .rye-1 1
I , ,
czM
x 3
11 N v •
11 W
OI� 11 ry W
1 � � 5'-10'/z'�
CSO 11 Z
II
EX. BEDROOM EX. KITCHEN ; : 2'�" Lo
O � Z �
' ALTERED r-
HALF M W � pN
BATH N _I X J L6
N ZOO
I I I I, m
1 I Ian
1 1
I 1 1 1 (V O O � M
1 1 10
1 1 1 �
1 I I � O � (L O
I I I � � �
L `_ Ilk W U)
2X4 R13 U-
0
3"0 ROOF VENT
' �1SCyF 0
3i
�o
11/4 11/2
11/4 FLOOR FLAN`i -0. 0 _
SINK a LAV.
W.C. 3" I � U525��A
� _ 1 �
SCALE: 1/4u1-Ou
D.W. F.A.I.
DRAWN BY: JF
C.O. 23 611/4 11/2/q201f
3 C.O.
3 _ SCALE: SEE PLAN
4 _ ! 6�-
4"
C.I. TO APROVED •
SLOPE" 1/4" PER FOOT PITCH TO DRAIN "OUP M SEPTIC SYSTEM ; SHEET N O•
�, �,
UIQ a• U�Z.�,v �fZ !' -
FLU1" 5ING SCHEMATIC
2X12 LAYOVER
PLATE w/(2)1/2" EXISTING ROOF
LAG BOLTS ea. RR
STUD WALL
ZXeRTO ROOF -------------------------• •- ---------------------------- ------------------,,
I
�6 O
(2) 2X8
EXISTING '
- - - - - - - - - - r
12 " " °O' i;q
4 ry30X30iR49 SKYLIGHT
1 1 1 1 ,
2X6 16"OC - - - - -- . — . — . 2 2X8 1 Z 0
1 1 1 1 T r ,
(3)9-1/2 1 1 1 1 O I 1
ML
1 1 1 1 1 1
11 11 ' 1 rT,
11 11 I 1 i fa•'
EXISTING un , ; ...� � > ,Z
Eo
/• F,
2X6 ACO,SILL ------------ ----------- (2) 2X8 , _ _ _ _ ' P4
R2o - - - - - - r
TERMITE SHIELD T� F'�E
' SILL SEAL I ' ' ' ' ' °C 0• 30X30 i�q
x o O
3 4"SUBFLOOR 1 1 a
1I------------' N I x
1 2X8 FJ @16"OC ; ; -------------- ; Lu �I SKYLIGHT N 1 ;
1
pig
to
LL
EXISTING 74 8"CONC.BILK. - ; ' Z (2) 2X8 r ;
DAMPPROOF O I ,
.� A . • ; •----------------- i ; ;
2"CONC.SLAB ry) U.
V
0 0
16'W"CONC. FTG. 1 ' ' 1 1 1tie ' ' 1
/`\ '1'11 '1•rI —————'1 '1 ' ' ———- ''1 ''11� 'I' 12
(2) #4 REBAR 4
-----------— • -------•I 0
----------- ------
-----------
SECTION
---•,-----------CCTIO^ AI
Ii111
2 4 SCALE: 1/4" = V-O" ( ;
I I 1 1 1
2X8 RR016"OC ;
11 �-
1 1 I 1 • '
I--1
i s r s � Iti 'r It• ; ; ; ; ; ' ; � �
_ __ ------
-------------- Z
1 , � wood salves w/
y
LAYOVER NEW ROOF Z Z
wcopcv
I 1 J J X J L6
I !J 1 urNr,s.�s�,nsns � i
FLAN z m O coo
f• yrw,hnsurtorc
SCALE: 1/4" = 1'_0'1 O
.IG SfNNH55i� ll f '� ( I fn = M
U) w0 (o
wood screws wi
1 / \ I' wva°w 5111
ILL v'
I I 1
I I'I I I I �1'I
I 0
oOF N^E�'�Y
1 '
>ra I I I I ' I ROOF AREA 574 SQ FT.
IT, I
AT 100%WATER RUNOFF: 96 CU. FT. DRAWN B, : F
1 \ 1
PROVIDE (1) 81 DIPS X 3 DEEP DRYWELLS yy
.J
DRYWELLS CAPACITY:126.7 CU. FT. \ 11/2/2016
DRY WELLS TO BE 10' MIN. SCALE: SEE PLAN
II "µms AWAY FROM HOUS �r-•
I 5 I I I I � I .IESfMiF555,F£l ;,. ..�-
00
I f f f w000saEvsw, ,,�'
w,wras a Ir o.c
O
y
Foy y SHEET NO:
MATIPIE 0.wwoo ASSB%I6
TWELIIER WIIN STM•ffi SitEl e O O 'r���`�y.R ��� )4,v.''pw .
on GKVIIUIla szn w/WA9Ex5 �U e "y, ;• ��' /`/
ao rursera ac I V"
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL STORM WATER MANAGEMENT
AS PER TABLE 1609.1.4,N.Y.S.RES.CODE;ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING)
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16- *.7t � �+
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PREM TOCOVER
ABLE
.4 OF N.Y.S.RESIDENTIAL
CONSTRUCTION CODE).THIIOPENINGS S IS NOT ASUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVEMENT HARDWARE PROVIDED.(REFER TO SECTION .DESIGN-TPRESSURE UPGRADES WHERE APPLICABLE. • 052
ALL PANELS MUST BEM TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER.
HARDWARE MUST ACCOMPANY SWMRS FOR INSTALLATION.
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURE'3 RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
V
KING STUDS 4 \
RAFTER WALL STUD
ENDWALL CRIPPLE STUD 0 BOTTOM PLATE
RIDGE
HEADER LEDGER BATHTUB
L,- DOUBLE JOIST u
SIDEWALL c/
RAFTER
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION
HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
1ST. ADSS ANCHOR TO FOUNDATION W/ANCHOR BOLTS
BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT w
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP 09 8ga.SLOPE HANGER APPLY TO EACH RAFTER!LEDGER JOIST DIRECTION WITH(2)JOISTS.UNDER WALL. �� O
2ND. ADSS ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12"2 a.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1l4"x24"2 a.STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6 2x8 LS26 1
THE FLOORS TO EACH OTHER W/THREADED ROD ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE
BLOCKING 024"OL
WALL STUD '^^ �•i•�
THROUGH-ROOF EXHAUST V J
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP rel w
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL n/
RIM BOARD CHIMNEY RAFTER AS REQUIRED P'1
r h
SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN ® v
SIDEWALL FLASHING VENTILATION WOOD JOIST
FOUNDATION TOP PLATE BLOCKING
FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA
BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - - GUTTER
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER
INSTALL 4'0"O.C. �,'< THE SPACE VENTILATED. ALL OPENINGS
4'-8' LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- CONTIN.SCREENED VENT
ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH CONTIN.SOFFIT/EXT.PLYWOOD
INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF INCH IN DIMENSION. SOFFITED EAVE
AND SO AS TO MAINTAIN AIR
8"-14" LSTA30 1-1/4"x30"18ga.STRAP AND JACK STUDS CONN.CT TO
GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-314"x 18ga.TYDOWN ANCHOR
ON ALL OPENINGS / EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'O'O.C. ACTION CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
14"-16" LSTA36 1-1l4"x36"18ga.STRAP AND JACK STUDS B"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL
ON ALL OPENINGS KEEP ROOFING NAILS OUT
OF FLASHING
2ND.FLOOR WALL
ROOFING LAPS BASE
FLASHING 4 INCHES
BASE FLASHING WRAPS CORNERS, RAFTER RIDGE GAP OF SAME
\/ EXTENDS UNDER SHINGES AT MATERUNAILED TO SHEATL AS HFING
ING
SIDES 4 INCHES AND PS
SHINGES AT BASE MIN.4INC14ES THROUGH VENT
WOOD JOIST •
1) Ll �1� �' E I ��LL � � I I�� TOP PLATE- Q GIRDER/HEADER— -4D • W
1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @46"OC ....
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, _ WOOD JOIST
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION
AND RAKES-PROVIDE HEMMED EDGES SO WALL STUD RAFTERS Z
INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND /�
4"-8" LSTA36 1-1!4"x36"18ga.STRAPANDJACKSTUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED • V (�
KEEP SHEATHING MIN.1-1/2" ALL JOISTS CONNECTED TO A FLUFH HEADER TO BE SUPPORTED WITH Z r Z Lo
ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS
RAFTER/PLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.
INSTALL 4'0"O.C. RAFTER TO PATE OVER RIDGE TO AIR PASSAGE IF ABLE,SET FIR JOISTS APROX.1/2"HIGHER THAN LVL HEADERS W CO 0 N
8"-16' MSTA48 1-114"x48"16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE.f REDUCE BUMP OUTS
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACs STUD OF ROOF J X u
1
DBL.SILL PLATE
��l Z m ti
TERMITE SHIELD �--SUBFLOOR O O
SILL GASKET WOOD JOISTS
NEOPRENE D
� I r
CONC.SLAB
TYP.CONC.FOUNDATION C A 6 MIL.POLY "� v� GASKET -'" i � 2xb/2x8 CONTINUOUS WOOD PLATE //�
DAMPPROOF EXTERIOR GRANULAR FILL �v/'� O
BOLTED TO STEEL$EAM WITH V J LL 0
EMIL POLY ON EXTERIOR STEEL COLUMN \p I 1/2"DIA. BOLTS•48"o.c. STAG, W
LL
° v CONC.SLAB a c 'p a <°° \' ROOF JACK !! I)`\�� ,`�` STEEL BEAM O
01
p V COMPACT FILL e .D .` 4"x I/4"x B"STEEL 000
ROOFING LAPS . TOP AND BOTTOM PLATE NEW),r C�
v a p FLASHING AT WITH 1/2"x b"ANCHOR BOLT 'FFG
KEYWAY FOOTING ° n .p CONC.FTG. ► •p •p G, USE WITH 3x3 SQUARE WASHERS SIDES AND TOP ,` 1/2"GROUT
" .a ANCHOR BOLT CONNECTION (USP LBPS58 OR BP5&7)
p REINFORCING BAR FOUNDATION 5/8"DIA.ANCHOR BOL I I l 3"STEEL COLUMN
DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING UPS _ l 10 KIPSA
SILL PLATE TO FOUNDATION 1 STORY 72"OC
CRAWL SPACE OR FOUNDATION ROOFING AT BOTTOM -
9
' 1 ;y;., �
TYPICAL BEAM DETAIL 11
TYPICAL CONC.FOUNDATION.APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36"OC '' 4 �-f
MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC.FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING �� '(
WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATIO 1-2 STORIES 57"OC 14
SLAB-ON-GRADE ROOF JACKS 4 VENTS DETAIL �, Q. 05
SUBFLOOR _
CONC.SLAB DOOR FRAME _
6X6 10/10 WWM GARAGE_�I nA
COMPACT FILL DOOR JOIST D RAW Y• J F
USE 2XS
FOR BLOCKOUT STEEL BEAM
�� 4" BLAB :a _
1/2"AIR SPACE e 4 DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT 11/2/2016
P.T.PLATE W/bXb WHIM � I SLOPE �
AT END AND a, . 'I l/2y " '°.• .. : (WITH A NAILING PLATE IF NEEDED)
•p%oa,°1p°c �, °, a L e.cL.c' A r =' 'C`p ,° �BA � cni ••n oop s �o s, �•°. I-
I1 TO BE 1/2" HIGHER THAN
DESSOF WOOD STEEL BEAM TO ALLOW FOR SHRINKAG
-E
GRADE a c a M (PROVIDE STRAPPING TO KEEP JOISTS ALIGN
ED)
6X6 W.W.M - - - - •
a - —SUBFL
OORNOTCH BEAM FOR MUDSILL IF REQUIRED MAXIMUM
12
SCALE. SEE PLAN
MIN, t REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM
REINFORCING BAR o.• ° v, • JOIST
DRAIN TILE
SHEET METAL/30+FELT UNDER BEAM AT POINT ' C 11 V ° ° Or 1
12" 's s •• OF CONTACT WITH CONCRETE OR CONC.BLOCK S M
3Y-
TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)x4 REINFORCING BARS THICKEN SUBS BENEATH BEARING WALLS AND COLUMNS. SHIMS TO LEVEL BEAMIC. • }�� T SHEET N O■
REINFORCE FOOTING WITH(2)*4 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT �/`
BEAM POCKET ,A.
L u
9 FESSIO�P�t'�/
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE- PLAN CONTENTS:
1 .RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING:
OGCU ANGY CLASSIFICATION
. 1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. TIO JOINT DESCRIPNAIL NAIL NOTES UILDING 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
TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE-NAI 1 O
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT, OF CONSTRUCTIO
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 CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAI 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 TO TOP PLATE 10'WALL:4-8d COMMO JOIST 1,
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 PRESCRIPTIVE AS PER N.Y.B. RESIDENTIAL CONSTRUCTION CODE AND r
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 LAPE AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS F, )R PLANS. CROSS SECTION AND GENERAL. NOTES
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS
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 4O 1-y
These codes are to be considered as art 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 TO RAFTER WFCM-SBC END NAIL 10
P Pe 9 ATTICS w/o STORAGE
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 A
accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS
3).Dimensions shall take precedent over scaled drawings. RIM BOARD (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 20
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON EACH END
) ) TO RAFTER END NAIL ROOMS (OTHER THAN SLEEPING) 40
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS (SLEEPING) 3O
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: �I O O
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under STAIRS 40
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 QTY SPACING NOTES GAURDRAILS (ANY DIRECTION) 200
NAIL
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 EXP SURE 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, TOP PLATE TO PER FACE NAIL
anchor bolts are to be spaced between 6-12 inches from the end of a sill late and all TOP PLATE 2-16d COMMON SEE CONSTRUCTION ANDWIND PATH CONNECTION
p p FOOT SEE NOTE:1 LOAD PATH � rT,
5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT 4-16d COMMONJOINTS FACE (ROOF - FOUNDATION) ETAIL AG t GENERAL NOTE PAG
JE
6).The General Contractor is to ensure that masonry or prefabrected fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTEf-AGrz
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 exterio STUD TO 2-16d COMMON24" FACE EGRESS
P PP P STUD F R 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 O.C. NAIL y r,:
7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO FIRE PROTECTION
gyp P 16d COMMON 16"O.C. FACE (SMOKE t CO2 D ECTO SJ SEE FLOOR PLANS
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
4 0
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMONPER 2x4 STUD END TRUSS DESIGN v N/A STANDARD STICK FRAME CONSTRUCTION !Q
8).Wind load requirements shall be taken into account during construction.
6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3-16d COMMON PER 2x6 STUDI NAIL ENERGY CALCULATIONS IECC 2015 MINI REQUIREMENTS BY COMPONENT TABLE 402.1.2
BOTTOM PLATE TO;
FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropria FLOOR JOIST,BANDJOIS 2-16dCOMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1, GROUND WIND SEISMIC FROST WINTE ICESHIELD
1).The General Contractor and Mason to review plans,elevations,details and notes to
determine Intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERINIC LINE TERMITE DECAY DESIGN UNDERLAYMEN FLOOD
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 LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS
Interior NAIL NAIL shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION Qom. S>ACIN NOTES
3).Provide 1/2"expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. 20 LBS. 130 B SEVERE 3 FT, MODERATE SLIGHT TO 11 YES -
JOIST TO: PER TOE TO HEAVY MODERATE
concrete or masonry walls occuring in exterior or unheated interior areas. 4-Sd COMMON
Header CONNECTIONS AROUND EXTERIOR WALLed with NGS: SILL,TOP PLATE OR GIRDE 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 2-8d COMMON EACH TOE
be installed with#4 re-bar,18"longat 12"o.c..Use approved epoxy for installation. with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE PP P � 3.5. SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIEL NOTES
BLOCKING EACH TOE
poured
Unless otherwise noted,all slabs on grade x wire
e m p rel Concrete to be TO JOIST 2-8d COMMON END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:1,3
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY:
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 BLOCKING TO: EACH TOESEE NOTES:1 (BOTH 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 3-16d COMMON BLOCK NAIL INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON
6).Crawl spaces to be provided with a minimum .of
access opening.Install one 3-16d COMMOi' EACH FACE @ 4"O.0 8d COMh'.ON @ 4"O.C. SEE NOTES:1,3
' 8x16 cast iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. t� TO BEAM JOIST NAIL
DECD. AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8dCOMMON!;� ER TOE NOTES
7).D .Residential
exterior st foundation with bituminous coaling as per _- TO BEAM GIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END LJ..
the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMM01' W
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,
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: 'ER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. (1-I
2-16d COMMO (�� Z
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1
FRAMING NOTES 2 Tabulated 12 inch o.c.nails
into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. )• pacing assumes sheathing attached to rafter/truss forming members with G>0.49. � 'n � �
For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. V
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 Z Z U
Edition Wood Framing Construction Manual. QTY. SPACING 3.Tabulated 4 inch o.c.nails e-
Use aminimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft. ) paring assumes sheathing to rafter/truss framing members with G>0.49.For �
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. AS PER TABLE 3. framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 111 CO 0 N
STRUCTURAL PANE Sd 1 1 WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: -� X , I
Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c..
CEILING SHEATHING. SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIAT NOTES < 00
O L0
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 Z �] n.
otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTIO SEE NOTES:1,3(BOTH FIELD O F- �
9 9 QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. _
where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD O M
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fi. 5d COOLER
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIEL INTERIOR ZONE Sd COMMON @ 6"O.0 Sd COMMON @ 12"O.C. SEE NOTE:3 & O V-
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 6).Concrete piers shall be a minimum 6"above grade. WALL SHEATHING:
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fir i with hangers and anchors.Each Joist shall also be anchored NAIL NAIL NOTES
and blocking where applicable.
to girder(s). JOINT DESCRIPTIO QTY SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. UL
O5).All flush beams/headers to be installed with heavydu alvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building STRUCTURAL AS PER TABLE 3.
duty 9 9 8d COMMON 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall
PANELS WFCM-SBC
anchors where applicable to all connecting joists. PLUMBING N OTE S be used. F N,E ,Y
7/16"OSB 3"O.C.EDGE Q. O
6).Double u floor'oists under walls that run parallel to the floor'oist and under bathtu 9).Ali water supply,drains a and venting to be installed as per N.Y.S.Residential 6d COMMON
p ) p / g g p PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with 5;1SCyF .p w
Floors to have ceramic tile installed shall be verified for proper load capacity unless not Qonstruction Code. GYPSUM 7" O.C.EDCE 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.0.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.
s 9 9 1 9 joists
FLOOR SHEATHING:
7.Provide blockin /brid in in floor joists at 8'0 o.c..Use solid blocking In floor NOTE'
under all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION
AIL I
provide adequate bracing and plates to protect and secure the structure.Verify with the 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 8d COMMO 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.
needed. HVAC SYSTEM NOTES VOR LESS 12"O.C.FIE p,
9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. QFES 10N \
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 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.
requirements. - 3).INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloo THESE NOTES ARE ONLY TO BE REFERRED TO:= I
2).HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. FIREBLOCKING REQUIRED
' y � � � NBY: JF
adhered with as per adhesive and screwed to floor joists.Finished floor to be installed equipment supplier. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
over subfloor as per manufacture's instructions. 1).Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories,and between a top story and the roof space.
11).All bathroom walls to have 1/2"thick moisture resistant sheetrock.Garage walls a ) 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 Firebiocking shall be provided in wood-frame construction in the following locations. 11/2/2016 i ^f i
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building ontractor and ownerfor final review and approval. is nailed 3"on-center at the panel edge to obtain higter 11/ / O 16
to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,Including furred spaces,at the ceiling and floor
members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at Intervals not exceeding 10
12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. 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 S�.r\LE• SEE PLAN
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM using parallel rows of studs or staggered studs. "
torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected
to be educe tabulated number fo nails shall be permitted 2).At all interconnections between concealed vertical and horizontalspaces such as occur at soffits
to be reduced tot-16d nail per foot.
13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates tfof
.Install Smoke detectors and Carbon Monoxide detectors throughout as per section R31 p drop ceilings and cove ceilings. � ^-w.
*-»
e installed with a foam sill gasket and cop-r-tex termite shield or approved equal. N.Y.S.Residential Construction Code. SHEET �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. 1S(:�,+ Lid
4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of C� Ya�rrf 4lA'
flame and products of combustion.
5).For the fireblocking of chimneys and fireplaces,refer to N.Y.S.Residential Code. (1�', ,;�,,•y��J.� y��.,
��Q O 25��