HomeMy WebLinkAbout44611-Z 4�Ga� Town of Southold 3/14/2021
0
P.O.Box 1179
53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 41876 Date: 3/14/2021
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 260 Sunset Way, Southold
SCTM#: 473889 See/Block/Lot: 91.-1-6
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
1/3/2020 pursuant to which Building Permit No. 44611 dated 1/22/2020
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:
interior alterations and"as built"den/second story deck addition to existing single-family dwelling as applied for.
The certificate is issued to Distante,Heidi&Stephen
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 44611 7/2/2020
PLUMBERS CERTIFICATION DATED 6/26/2020 c ael Rido 1
OV u o ' e Signature
t.. TOWN OF SOUTHOLD
gOFFQt,(�,OGy BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
o . 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#: 44611 Date: 1/22/2020
Permission is hereby granted to:
Distante, Heidi & Stephen
5 Landing Ct
Dix Hills, NY 11746
To: construct interior alterations and legalize "as built" den/second story deck addition to
existing single-family dwelling as applied for with flood permit. Additional certification
will be required.
At premises located at:
260 Sunset Way, Southold
SCTM # 473889
Sec/Block/Lot# 91.-1-6
Pursuant to application dated 1/3/2020 and approved by the Building Inspector.
To expire on 7/23/2021.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $462.40
CO -ALTERATION TO DWELLING $50.00
AS BUILT - SINGLE FAMILY ADDITION/ALTERATION $264.00
Flood Permit $100.00
Total: $876.40
-BkWding 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. / 3— z0
New Construction: Old or Pre-existing Building: E/ (check one)
Location of Property: Co 7„h 5�� t-� �b U���/J
House No. Street f Hamlet
Owner or Owners of Property: j k,y e- Y 77er d, D is 1
Q
Suffolk County Tax Map No 1000, Section ! / Block Lot l�
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for- Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
d
Applicant Sifnature
Building Department Application
AUTHORIZATION
(Where the Applicant is not the Owner)
I, Steye- ri ¢ir, residing at 5 1-u iwJi K G 7`-
(Print property owner's name) (MailingAddress)
U \ A/& do hereby authorize rR r 17 V67,e-
(Agent)
V/TZ19Z r4CAJ,in IT to apply on my behalf to the
Southold Building Department.
ne ' Signature) (Date)
r,gv 0,1 4 S-,A,
(Print Owner'sName)
OF SUr�®�
Town Hall Annex 1 Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 • �� sean.devlinCc�town.southold.ny.us
®�yComm
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Heide Distante
Address: 260 Sunset Way city,Southold St: Ny zip: 11971
Budding Permit#• 44611 Section 91 Block: 1 Lot: 6
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: C Brothers Electric License No: 35177ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service X
Commerical Outdoor X 1st Floor X Pool
New Renovation X 2nd Floor Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph X Pucks 2 Duplec Recpt 38 Ceiling Fixtures 3 Bath Exhaust Fan 1
Service 3 ph Hot Water 30A GFCI Recpt 8 Wall Fixtures 4 Smoke Detectors 2
Main Panel 200a A/C Condenser 2 Oven 2 Recessed Fixtures 25 CO2 Detectors 1
Sub Panel A/C Blower 2 Range Recpt Gas Ceding Fan 2 Combo Smoke/CO
Transformer UC Lights 6' Dryer Recpt 30A Emergency FixturesTime Clocks
Disconnect Switches 25 4'LED Exit Fixtures Pump
Other Equipment: Hood, Fridge, DW, Micro, Mini Fridge-2, Coffee Maker, W/D, Micro/ Convection
15A ARC Fault-5, 20A Combo-4, 20A GFCI Breaker-1
Notes. First Floor Renovation and New Service in Garage
Inspector Signature: Date: July 2, 2020
S.Devlin-Cert Electrical Compliance Form.xls
Town Hail Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 • �
ii``\1� BUILDING DEPARTMENT� TOWN OF SOUTHOLD
D�
J U L 1 3 2020
r+ BUH,PING DEPT.
jl ^n•, •: '•" .'' a-7 AYOLD .CERTIFICATION
Date:
Building Permit No. `I L1 (0' 1
Owner: ,l" -&-ve -t-
(Please tint14
)`
Plumber: I
(Please print)
I certify that the solder used,in the water-supply system contains less than 2/10 of 1%
lead.
umbers Signature)'
Sworn to before me this
day of :C ,(\e" , ,20 LAURA MALLON
� - - NotBryP0ft6UteofNewYork
LeM01MA6164236 `
Conln60 b adml8f1 dI16 ,202
Notary Public, _.Counly'
a0E SOUIy --
# TOWN` OF SOUTHOLD BUILDING DEPT.
courm, 765-1802
ANSPEC ON
[XFO ATION 1ST [ ROUGH PLBG.
[ DATION 2ND [ ] INSULATIOWCAULKING,
ING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[" ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL-(ROUGH)' [ ] ELECTRICAL (FINAL)-
[ ] CODE VIOLATION [ ] PRE C/O
RE ARKS:
8,)VL A6vt , ctx �--
DATE Z YID401-0 INSPECTOR
# TOWN OF SOUTHOLD BUILDING DEP. . y
�`ycOurmN�'' 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
j ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION
[ ] FIRE-RESISTANT CONSTRUCTION , [ ] FIRE RESISTANT PENETRATION
YOLECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[f] CODE VIOLATION [ ] PRE C/O
REMARKS:
K_ T_ cg sAj,. dwrl..crs :to
c,* W4 7t(,Z-a__�t C.,
f `
DATE A57 INSPECTOR
qq�I I �o�apF SOUIyo{o
* # TOWN OF SOUTHOLD BUILDING DEPT.
`�cvurm,N�' 765-1802
.1 NSPECTION
[ ] FOUNDATION 1ST [ .] "H PLBG.
[ ] FOUNDATION 2ND [ I ULATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ J- FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: �liV AD
0
DATE 1w INSPECTOR
�o�aoF So�,yolo 4460 uo svms�f- w,+y
* # TOWN OF SOUTHOLD BUILDING DEPT.
�ycourm,N�'' 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ]� PRE C/O
REMARKS:
DATE INSPECTOR
U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008
Federal Emergency Management Agency Expiration Date:November 30,2018
National Flood Insurance Program
ELEVATION CERTIFICATE
Important:Follow the instructions on pages 1-9.
Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner.
SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE
Al. Building Owner's Name Policy Number.
HEIDI AND STEVE DISTANTE
A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O.Route and Company NAIC Number:
Box No.
260 SUNSET WAY
City State ZIP Code
SOUTHOLD New York 11971
A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.)
SCTM#: 1000-091-1-06
A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.) RESIDENTIAL
A5. Latitude/Longitude. Lat.41°02'12.63"N Long.72°23'37.51'W Horizontal Datum: ❑ NAD 1927 n NAD 1983
A6 Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
AT Building Diagram Number 9
A8. For a building with a crawlspace or enclosure(s):
a) Square footage of crawlspace or enclosure(s) 1,050 sq ft
b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 4
c) Total net area of flood openings in A8.b 512 sq in
d) Engineered flood openings? ❑Yes ❑x No
A9. For a building with an attached garage:
a) Square footage of attached garage 300 sq ft
b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0
c) Total net area of flood openings in A9.b 0 sq in
d) Engineered flood openings? ❑Yes ❑x No
SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION
B1. NFIP Community Name&Community Number B2. County Name B3. State
TOWN OF SOUTHOLD SUFFOLK New York
B4. Map/Panel B5.Suffix B6. FIRM Index B7.FIRM Panel B8.Flood Zone(s) B9. Base Flood Elevation(s)
Number Date Effective/ (Zone AO, use Base
Revised Date Flood Depth)
36103CO167H H 09/25/2009 09/25/2009 AE 6.0
1310. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 139:
❑ FIS Profile ❑X FIRM ❑Community Determined ❑ Other/Source:
B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 X❑ NAVD 1988 ❑ Other/Source:
B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes 0 No
Designation Date: ❑ CBRS ❑ OPA
FEMA Form 08640-33(7/15) Replaces all previous editions. Form Page 1 of 6
ELEVATION CERTIFICATE OMB No. 1660-0008
Expiration Date:November 30,2018
IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number:
260 SUNSET WAY
City State ZIP Code Company NAIC Number
SOUTHOLD New York 11971
SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED)
C1. Building elevations are based on: ❑ Construction Drawings" ❑Building Under Construction' ❑X Finished Construction
"A new Elevation Certificate will be required when construction of the building is complete.
C2 Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1 V30,V(with BFE),AR,ARIA,ARAE,AR/AI-A30,AR/AH,AR/AO.
Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters.
Benchmark Utilized: NY PRECISION GPS NETWORK Vertical Datum:NAVD 88
Indicate elevation datum used for the elevations in items a)through h)below.
❑ NGVD 1929 ❑X NAVD 1988 ❑Other/Source:
Datum used for building elevations must be the same as that used for the BFE.
Check the measurement used.
a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 4.0 ❑X feet ❑ meters
b) Top of the next higher floor 6 67 ❑x feet ❑ meters
c) Bottom of the lowest horizontal structural member(V Zones only) NSA. ❑x feet ❑meters
d) Attached garage(top of slab) 5. 0 ❑x feet ❑ meters
e) Lowest elevation of machinery or equipment servicing the building 7.0 ❑x feet ❑ meters
(Describe type of equipment and location in Comments)
f) Lowest adjacent(finished)grade next to building(LAG) 4. 5 ❑x feet ❑ meters
g) Highest adjacent(finished)grade next to building(HAG) 5. 1 ❑X feet ❑ meters
h) Lowest adjacent grade at lowest elevation of deck or stairs,including 4. 5 ❑x feet ❑ meters
structural support
SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information.
I certify that the information on this Certificate represents my best efforts to interpret the data available.I understand that any false
statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
Were latitude and longitude in Section A provided by a licensed land surveyor? ❑Yes 0 No ❑Check here if attachments.
Certifiers Name License Number
MICHAEL K WICKS 050390 '
Title �L
LICENSED LAND SURVEYOR AIC:11`�
Company Name ,;.,race �
MICHAEL K WICKS, LS „` �
Address „f#
15 FROWEIN RD,SUITE E-2
O q,
City State ZIP Code SU
CENTER MORICHES ork 11934
Signature Date Telephone
(631)874-0156
Copy all pages of this levation Certificate and all attachments for(1)comm nity official,(2)insurance agent/company,and(3)building owner.
Comments(includi4 type of equipment and location,per C2(e),if applicable)
THE EQUIPMENT SERVICING THE BUILDING IS ELECTRIC HOT WATER AND ELECTRIC HEAT PUMP HEAT EL.6.0
THE ELEVATIONS REFERENCED IN SECTION C ARE RECORDED IN THE NAVD 88 DATUM. THE LATITUDE AND LONGITUDE
COORDINATES PROVIDED ON THIS CERTIFICATE WERE DETERMINED USING ITOUCHMAP.COM.
FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6
OMB No. 1660-0008
ELEVATION CERTIFICATE Expiration Date: November 30,2018
IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Budding Street Address(including Apt, Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number.
260 SUNSET WAY
City State ZIP Code Company NAIC Number
SOUTHOLD New York 11971
SECTION E—BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)
FOR ZONE AO AND ZONE A(WITHOUT BFE)
For Zones AO and A(without BFE),complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request,
complete Sections A, B,and C. For Items E1—E4, use natural grade,if available. Check the measurement used. In Puerto Rico only,
enter meters.
E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below
the highest adjacent grade(HAG)and the lowest adjacent grade(LAG).
a) Top of bottom floor(including basement,
crawlspace,or enclosure)is 0. 0 ❑feet ❑meters ❑above or X❑below the HAG.
b) Top of bottom floor(including basement,
crawlspace,or enclosure)is 0,0 ❑feet ❑meters ❑above or Z below the LAG.
E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions),
the next higher floor(elevation C2.b in
the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG.
E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG.
E4 Top of platform of machinery and/or equipment
servicing the building is ❑feet ❑meters ❑above or ❑below the HAG.
E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's
floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G.
SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B,and E for Zone A(without a FEMA-issued or
community-issued BFE)or Zone AO must sign here.The statements in Sections A, B, and E are correct to the best of my knowledge.
Property Owner or Owner's Authorized Representative's Name
Address City State ZIP Code
Signature Date Telephone
Comments
❑Check here if attachments.
FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 3 of 6
660-0008
ELEVATION CERTIFICATE Expir No.
ELEVATION November 30,2018
IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number.
260 SUNSET WAY
City State ZIP Code Company MAIC Number
SOUTHOLD New York 11971
SECTION G-COMMUNITY INFORMATION(OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain I management ordinance can complete
Sections A, B, C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement
used in Items G8-G10. In Puerto Rico only,enter meters.
G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,
engineer,or architect who is authorized by law to certify elevation information.(Indicate the source and date of the elevation
data in the Comments area below.)
G2 ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)
or Zone AO.
G3. ❑ The following information(Items G4-G10)is provided for community floodplain management purposes.
G4. Permit Number G5. Date Permit Issued G6. Date Certificate of
Compliance/Occupancy Issued
G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement
G8. Elevation of as-built lowest floor(including basement)
of the building: ❑feet ❑ meters Datum
G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑ meters Datum
G10. Community's design flood elevation: ❑feet ❑ meters Datum
Local Official's Name Title
Community Name Telephone
Signature Date
Comments(including type of equipment and location,per C2(e),if applicable)
❑ Check here if attachments.
FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 4 of 6
BUILDING PHOTOGRAPHS OMB No. 1660-0008
ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2018
IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number:
260 SUNSET WAY
City State ZIP Code Company NAIC Number
SOUTHOLD New York 11971
If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the
instructions for Item A6. Identify all photographs with date taken; "Front View"and'Rear View" and, if required, 'Right Side View"and
"Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or
vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page.
Photo One
Photo One Caption FRONT VIEW-FEBRUARY 11, 2021
k
�! �ltarri
Photo Two
Photo Two Caption REAR VIEW-FEBRAURY 11, 2021
FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6
BUILDING PHOTOGRAPHS OMB No. 1660-0008
ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2018
IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number:
260 SUNSET WAY
City State ZIP Code Company NAIC Number
SOUTHOLD New York 11971
If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs
with: date taken, "Front View" and "Rear View" and, if required, "Right Side View" and "Left Side View." When applicable,
photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8.
c
Photo one
Photo One Caption RIGHT SIDE- FEBRAURY 11, 2021
i'
Photo Two
Photo Two Caption LEFT SIDE- FEBRAURY 11, 2021
FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 6 of 6
BI
GREEN o
BRIG s tJ1,a '
ARCS-6ITECTURE,:&��PLA�9�I�ING, P,C - L
January 20,2020
Town of Southold
54375 Route 25
Southold, NY 11971
Via: Hand Delivered
This letter certifies that the proposed project described in drawings prepared by Paul Cataldo Architect,for the Distante
Residence, 260 Sunset Way,Southold, NY 11797 Dated Dec. 9',2019 as revised Jan. 19, 2020 complies as a Non-Substantial
Improvement.
Estimated value of the house $750,000
Based on last sale price and applicable market appreciation
Estimat f��' ratio s described in drawings referenced above $150,000
As pew` � dT,,<® �+
Resp briii�ttdd=, -�
Paul Cat a oIA '
Architect
JAN 21 2020
PO BOX I, Rocky Point, NY 11778 631 509 6800 email: Paul 6d7 PaulCataldoRA.com website:www.PaulCataldoRA.com
FIELD INSPECTION REPORT -DATE COMMENTS
ro
FOUNDATION (1ST)
------------------------------------
C
FOUNDATION (2ND)
nf
lAre,r °
ROUGH FRAMING&
PLUMBING y
INSULATION PER N.Y, % JIy
STATE ENERGY CODE
s
FINAL CPA 6
129
LiV� t9w
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ADDITIONAL COMMENTS
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying9
TOWN HALL Board of Health phc �-
SOUTHOLD, NY 11971 �4 sets of Building Plans
TEL: (631) 765-1802 Hard annroval
FAX: (631) 765-9502 Survey
South oldtownny.gov PERMIT NO. /Check
_peptic Form -e_
N.Y.S.D.E C. J —
Trustees pdi�,, ?
IC C.O.Application
(Flood Permit
Examined 20 Sieparate
r� Truss Identification Form
Stonn-Water Assessment Form
oo Contact:
Approved 20_gU Mail to:
Disapproved a/c r
Phone: �� b�d" 3�•��
Expiration 120
Bui g pector
APPLICATION FOR BUILDING PERMIT
Date—/ , 201,
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months. Thereafter,a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with-all,applicable laws,ordinances,building code,housing code,and regulations,and to admit
authorized ahspectors on3premises and in building for necessary inspections.
JAN 3 2020 (Signature of applican or name,if a corp ation)
Ivy jj2,�d
(Mailing address of applicant) T
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
4�eti-en,t Co vi,"��y!
Name of owner of premises P,h Pe/_CJ)_ 0i S kh e- .
(As on the tax roll or latest deed)
If nt is co;" r`ation ,si iiatur:epT,f uly authorized officer
(Name and tl'e'of corporate officer)
Builders License No. ' /r— � `�- lf
Plumbers License No. M P — :3 T c)9 L
Electricians License No. in r' - y B 27
Other Trade's License No.
1. Location of land on which proposed work will be done:
60 5v vi ',5,--T v -5e L-14 01 .
House Number Street Hamlet
County Tax Map No. 1000 Section Block Lot
s
x7311 1 9/ , - /- 6r
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy t kd 1,e jl:-m
b. Intended use and occupancy �c �� (y
3. Nature of work (check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost �j pc)p Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units 6ne, Number of dwelling units on each floor
If garage, number of cars (0aAe _ H� 1d Wor/c
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front 1 0 Rear Depth 7 7
Height 3z> Number of Stories 7-wo
Dimensions of same structure with alterations or additions: Front _5AM4 IV Le Rear 50,�4,6 A/C
Depth ,,,, fve__ Height Number of Stories
8. Dimensions of entire new construction: Front S4 f-f- o4e Rear SG -Depth Sc.,e f,4
Height Sc«_ ,vl� Number of Stories 5 w_�&
B
9. Size of lot: Front &0 Rear /00 Depth J Ll Y
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated 9-'15-®
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO ✓ Will excess fill be removed from premises?YES NO V
14. Names of Owner of premises D)5/�-iL AddressS'LJ, / ,ehone No.
-3�7-5102
Name of Architect PAaL �'�,,(.,"to AddressG`�6 MG,,,. . PP?,TffF Phone No 6�j-S-g ef - 6T4)a
Name of Contractor' &e_ Address 333 Firsg'Ac 57jc Phone No-e3l -SSy -7W 7-o0l c
5-4- 6W -3ssj -cefr
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale,with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on`survey."
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COU OF Sv{'� )
c' being duly sworn, deposes and say
CONN1E D BUNCI f plicant
(Name of ind dual signing contract) above named, Notary Public,State of New York
No.01BU6185050
(S)He is the �dyz,, �" Qualified In Suffolk County
(Contractor, Agent, Corporate Officer, etc.) Commission Expires April 14,2D_a lJ
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn o before me t
�a day of 20 -'6
L'15-
Notary Pu lic Signa of Applicant
r
Z'II T. TERRYr 1 r~ M1 � . I r n Il,rll- 5.11145 t`lai
'" -J N YI h O- n ,x I 17() r
'1^OWN CLERK � ' } Snulhold.. Nc\•• 1Itrk
ILEGI5'FRnR OF V1 TN,STA"nST1C5 �(C_� L O� ` Fa /(S 1 o) 765.1 9 1
MARRIAOC OFFICIM - J Tcl Ircrnc (C 16) 7(r C.
RECORDS M/WACEMENT 01 f ICE12 /0l :J4
FREEDOM OF INFORMATION OFFICER
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE
SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 :
RESOLVED that the Town Board of the Town of Southold hereby adopts
two (2) new forms to be used under the Flood Damage Prevent regulations
of the Code of the Town of Southold: "Floodplain Development. Permit
4 application" (FDP(93) ) , and Certificate of Compliance fir Develc%pment in
Special Flood Hazard Area (C`./C(93)] .
,
TM%;4 OF SOUTHOLD
/J�ui/th T. Terr
Y
Southold Town Clerk
August 25 , 1993
APPLICATION
PAGE I of 4
TOWN OF SOUTHOLD
f
FLOODPLAIN DEV , LOPMDNT pEi r IWC' APPLICATION
This form is to be filled out in duplicate.
SECTION I GENERAL PROVISIONS (APPLICANT to read and sit?n)-
1. No work may start until a permit is issued.
2 The permit may be revoked if any false statements are made herein-
3. If revoked, all work must cease until permit is re-issued.
4. Development shall not be used or occupied until a Certificate of Compliance is issued.
S. The permit will expire if bo work is commenced within six months of issuance.
6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory
requirements.
7. Applicant hereby gives consent to the Local Administrator or his/her representative to make rmasonable
inspections required to verify compliance.
8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENT'S HEREIN AND IN ATTACHMENTS TO
_ THIS APPLICATION ARE,TO THF WT OF MY KNOWLEDGE,TRUE AND ACCURATE. •.
(APPLICANT7e DATE
S SIGNATURE) `�
/SECTION 2: PROPOSED DEYELOPtr/IEM- (TSL complcu- by APPLICAlfn
NAME ADDRESS TELI3PHONE
AP P LI CANT
19D VA 7,W-4- 333 ���-,� 5'��C,� mss' 6 t-s��?VIV?
BUILDER
ENGINEER 'PkLA cak CrA 3errE
PROJECT LOCATION:
To avoid delay is proc=ing the applicadoa, please provide enough information to easily ideatify the project
location. Provide the street address, lot number or legal description (attach) and, outside urba-u areas, the
distance to the nearest intersecting road or well-known Landmark- A skctcb a(tachcd to this application showing
the project location would be helpH.
67
FDP(93)
Y
APPLICATION
PAGE 2OFa
DESCRIPTION OF WORK (Check all applicable boxes)
STRUCTURkL DEVELOPMENT
ACTIVITY STRUCTURE TYPE
❑ New Structure (O Residendal (1-4 Family)
Vitioo O Residential (More than 4 Fay)
Altemil
ration ❑ Noo-residential (Floodproofing? O Yes)
❑ Relocation O Combined Use (Rcsideutial & Commercial)
Cl Demolition P CI Manufactured (Mobile) Home (In Ma-nu-
0 Replacement factured Home Park? ❑ Yes)
ESTIMATED COST OF PROJECT S /J % OO®
B. OTHER DEVELOPMENT ACTIVITIES:
❑ Fill O Mining O Drilling O Grading
O Excavation (Except for Structural Development Checked Above)
❑ Watercourse Alteration (Including Dredging and Channel Modifications)
O Drainage Improvements (Including Culvert Work)
O Roar%y Street or Bridge Construction
/ ❑ SuF�jjvision (New or E)cpansion) j/ ❑ ,,dMdual Water or Sewer System
❑ Other (Please Specify)
After completing SECTION 2, APPLICANT should submit form to Local Administrator for rcview-
SECTION 3 FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMINISTRATOR)
The proposcd dcvclopmcnt is located on FIRM Pancl No- . Dated
The Proposed Development:
O IsIjM located in a Special Flood Hn7ard Area (Notify the applicant that the application
review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED).
❑ Ls located in a Special Flood Hazard Arca
FIRM zone designation is
wo-Year flood clevanon al the sttc is: R. NGVD (MSL)
❑ Unavailable
O Tbc proposed dcvclopmcnt is located to a noodway
FBFM Pancl No Datcd
❑ Scc Srr_uon d for additional instructions
SIGNED DATE
APPLICATION 4
PAGE 3 OF 4
SECTION 4-.ADDITIONAL INFORMATION REQUIRED (To he comnieted by LOCAL ADMINIST•RATOR)
The applicant must submit the documents checked below before the appGcauon can be processed.
O A site plan showing the location of all exiling structures, water bodies, adjacent roads, lot
dimensions and proposed development_
❑ Development plans, drawn to scale, and specifications,including where applicable: details for
anchoring structures, proposed elevation of lowest floor(including basement), types of water
resistant materials used below the fust floor, dctaiLs of floodproofwg of utilities located below
the first floor and details of enclosures below the first floor.
Also
Cl Subdivision or other development plans(If the subdivision or other development oxceeds 50
lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations
if they are not otherwise available).
O Plans showing the extent of watercourse relocation and/or landform alterations-
0 Top of new fill elevation Ft_ NGVD (MSL).
Ft:NOVD MSL . For
❑ Floodproofulg protection Ievel (non-residential only) (MSL).
floodproofed structures, applicant must attach certification from registered engineer or
_ architect. /
O Certification from a"registered cngmeer that the proposed acdvit�in a regulatory floodway
will not result in any increase in the height of the 100-year flood. A copy of all data and
calculations supporting this finding must also be submitted.
❑ Other.
SECTION 5: PERMIT DETERMINATION e completed L AL ADMINISTRAIM
I hive determined that the proposed activity. A_ O Is
B. O Is not
in conformance with provisions of Local L-aw 0 , 1-9_. The permit is issued subject to the conditions
attached to and made part of this permit.
SIGNED DATE
jf BOX A is checked, lbc Local Administrator may issue a Development Permit upon payment of designated
(cc.
If BOX B is checked, the Local Administrator wdl provide a written summary of dcficicncics. Applic-a-rit may
revise and resubmit an appbcalion to the Local Administrator or may request a bearing from the Board of
Appeals
f
' APPLICATION i+
PAGE 4OF4
APPEAJS Appealed to Board of Appeals9 ❑ Yes ❑ No
Hearing date:
Appeals --- No
Conditions
SECTION 6• AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance
is issued
The following information must be provided for project structures. This section must be completed by a
registered professional engineer or a licensed land surveyor (or attach a certification to this application).
Complete I or 2 below.
1. Actual (As-Built) Elevation of the top of the lowest floor, including basement(in Coastal Hitch Hazard
Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is:
FI'. NGVD (MSL).
L Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL)-
_y
NOTT, Any work performed prior to submittal/of the above information is at the risk,bf the Applicant.
/ / 1/
SECTION 7• COMPLIANCE ACTION (To be comylcted by LOCAL ADMINISTRATOR)
The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to
cv_sure compliance with the communit}rs local law for flood damage prevention_
INSPECTIONS: DATE BY DEFICIENCIES? O YES ❑ NO
DATE BY DEFICIENCIES? ❑ YES ❑ NO
DATE BY DEFICIENCIES? ❑ YES ❑ NO
,SECTION 8 CERTIFICATE OF COMPLIANCE(To be comylctcd by LOCAL ADMINISTPAT R
Certificate of Compliance issued: DATE: BY:
1 I I I
1 I
' I
Attachment B
BAMP,LE
j CERTIFjICATE %]F COMPLIANCE
for Development in a Special Flood Hazard Area
I I
,rI
' TOWN OF SOUTHOLD
CERUFICA.TE OF COMPLIANCE
FOR DEVELOPMENT IN A SPECIAL FLOOD HA7_ARD ARCA
(03AItZIR MUST RETAIN TFLI S CERTIFICATE)
PREMISES LOCATED AT: PERMIT NO.
PERMIT DATE
6o S ti-C j , a 11+6
OWNERS NAME AND ADDRESS: CHECK ONE:
0 NEW BUILDING
54ft"'e..j-
geld'. � ,n O EXISTING BUILDING
1 - � D�� AM L O VACANT' LAND '
THE LOCM, ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW:
A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF
LOCAL LAW # , 19_-
SIGNED:
9 .SIGNED: DATED:
B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF
LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # ,
DATED
SIGNED: DATED:
CIC ( 93)
Scott A. Russell ,�a05111FQk STOR IAWA\T)E K
SUPERVISOR
z I��][A\NA\G]EM]EN'7C'
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 ' O Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
YesNo (CHECK ALL THAT APPLY)
❑[�jA. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑[lrB. Excavation or filling involving more than 200 cubic yards of material
,_,/ within any parcel or�any contiguous area.
❑EI C. Site preparation on slopes which exceed 10 feet vertical rise to
❑@( 100 feet of horizontal distance.
D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑0 E., Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.
❑ F. -Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of-the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date &',County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date
-
NAME.
i, q/ Du/tact
NAME• E� yl�]� V Z GoW4Mr, 1y `[ `
,w,V I Section Block Lot
G/"`<> ':':' FOR BUILDING DEPJ,RTNIENT USE ONLY ••"
Contact Information
Reviewed By:
Date-
Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — —
❑ Approved for processing Building Permit.
y� (,�{ yhSz Stormwater Management Control Plan Not Required.
3V C�9lti 0 (( ❑ Stormwater Management Control Plan is Required.
(Forward to Engineering Department for Review.)
FORM " SMCP-TOS MAY 2014
g�fF01,�
$0�� coGy BUILDING DEPARTMENT-Electrical Inspector
e < TOWN OF SOUTHOLD
o • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959
Telephone (631)765-1802-FAX(631) 765-9502
Temporary Certificate # 5 Date 2020
Customer Name I N Electrician Name
Address Z&O b A ig 14 Phone 'lj(' � 6 23GT
e-mail e-mail
Phone License# 35;7 (Z - M l"
Size_10(_A Phase_Overhead Underground_� #of Meters
Remarks
#of Underground Laterals 2 New
"H" Frame or Pole H P Fire Reconnect
Was work done on Service? Y/N Flood Reconnect
Old Meter# Service Reconnected
Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation
is complete,the town will conduct a premises inspection of the service equipment.
This verification is vali or 90a t'ro the date e.
Authorized by
MW �� s-___V-9—_V—_Vr—W-W---- ------
�FFpC BUILDING DEPARTMENT- Electical Inspector
S - ,
TOWN OF SOUTHO D-',
ti zTown Hall Annex - 54375 Main R46"-'-''PO_`r Rx1179
o 71
- Southold, New York 119 -0959' I
y p� Telephone (631) 765-1802 - FAX (631) 765-9502
Ol �' rogerr(aD-southoldtownny.gov — sea nd( ,so utW6rai:6inrn6y:
o�SUFFoc/(�oG
Town Hall Annex �•1• y Telephone(631)765-1802
54375 Main RoadFax(631)765-9502
o
P. O. Box 1179 o =
oo
Southold, NY 11971-0959
•
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date: /— ,3— )
Owner: 5kvc- v-- i4 lct, Dt s kok-
Location of Property: 2 GU— Su�, s,�Jr Iwzy .5®u4�o IJ
Please take notice that the (check applicable line):
New commercial or residential structure
Addition to existing commercial or residential structure
✓ Rehabilitation to an existing commercial or residential structure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):
Truss type construction (TT)
Pre-engineered wood construction (PW)
Timber construction (TC)
in the following location(s) (check applicable line):
Floor framing, including girders and beams (F)
Roof framing (R)
Floor and roof framing (FR)
Signature: l/
Name (person submitting this form):
Capacity (check applicable line):
Owner
Owner representative
TrussReg15.docx Effective 1/1/2015
1 }� Y J� Fi {✓ 7� �J � y' t C'Y'Zt
i4 �: y. �. �• cr.�4� n -
X
.Vi t4'.v
i
4!
J,
f
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FLOOR FRAMING,
GIRDERS
ROOF FRAMING
",�•. -.;y�Y 'r •gam ; _ ■ �_ r t', ' '•' �'. y- .T. . 1-1 Mj
Vaz' ac 'Con' tracting
Design - Build - Remodel_
EST. 1985 _. - - - --- - -- - -
July 9, 2020
Town of Southold
Building Department-Building Inspector
54375 Main Road
Southold, NY 11971-0959
RE: 260 Sunset Way,Southold, NY
Permit No. 44611
Enclosed is the Solder Certificate and a survey with elevations.
Please confirm we have met all the requirements for the issuance of the C of 0.
If you have any questions,or require additional information please advise us.
Fred-cell: 516-680-3559 and email: vazaccontracting@gmail.com
jc ®
J U L 1 3 2020
BUI DYNG DEffo
T^- ,, ' ; , r^'' ®LSD
333 First Avenue, Saint James, NY 11780
Ph: 631 584 7817 Fax: 631 584 0198
Email: vazaccontractingAgmail.com
®�*rif SO(/r�ol
Town Hall Annex ~ O Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959
UNT`I,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
August 6, 2020
Heidi & Stephen Distante
5 Landing Court
Dix Hill, New York 11746
RE: 260 Sunset Way, Southold
NOTE: Relief valve extension on water heater required.
TO WHOM IT MAY CONCERN:
The items marked below are required to obtain your Certificate of Occupancy
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate.
A fee of$50.00.
Final survey is required.
Plumbers Solder Certificate or Pex Affidavit
Trustees Certificate of Compliance. (Town Trustees # 765-1892)
Final Planning Board Approval. (Planning # 765-1938)
Final Fire Inspection from Fire Marshall. (631-765-1802)
Storm Shutters required for all glazing
Energy Test Results and Manuals required
Final elevation certificate from surveyor.
Spray Foam Insulation Certification from a NYS licensed architect or
Engineer
BUILDING PERMIT: 44611-Z additions/alterations
Distnte
260 Sunset Way
Southold, NY 11971
'
IMA ~ 5 ��
^.=
March 2, 2O31
Dr�All 1)3 1),
Town ofSouthold
54375 Main Road
POBox 1179
Southold, NY 11971-0959
At n: Building Department
Building Permit:44611-Zadditions/alterations
Hello,
| hope this letter finds you well.
Enclosed please find the required,final elevation certificate for my property located at 260 Sunset Way,
Southold NY 11971.
P|easenotethatthishaaa|sobesubmnittedv|aernai| onFabruary19m'andZSm.
Feel free to contact me with any questions orconcerns ot631-793-9779 ordiatante@vb|t.conn.
With gratitude,
Heidi Distante
`
`
�
`
SURVEY OFPROPERTY
LOT 160
SUBDIVISION MAP OF
CERTIFIED T0:
NFDDI DISTANTE CEDAR BEACH PARK
FREEDOM MORTGAGE
SAFE NARBOR TITLE AGENCY FILED: SEP. 15, 1926 - 'MAP #:90
SITUATE
SOUTHOLD
TOWN OF SOUTHOLD
SUFFOLK COUNTY, N.Y.
SURVEYED: JUNE 7, 2017
N81'44'20"E GSN LOT >59 POST AND PAL'FENCE 144.26 0.9,N MpN
TBH-3.3� 02 i
+4i, F71D•' �O
PERTY KNOWN AS TAX MAPF 1000-091-01-06
15'S 4'�D FENCE BW 3.45 35'S ` 2. LOT AREA-14,415 SQ.FT. (0.331 ACRE(S))
C +4.25 �Bx12 p - 3.THIS SURVEY WAS PREP USING A TPoMBLE rn
53 ROBOTIC TOTAL STATION.
O - - - 52.2' C 4.PPROPART OAFTMTHIS SURVEY.NUMFNIS-WERE NOT SET AS
p 5.ELEVATIONS REFER TO A NAVD88 DATUM.
+4.75 w STANDARD NOTES: 9
CONC.07tE9'R - 1 UNAUTH RI 1017 M INITIO x WICKS IANT THIS TNG s
ff U U GVD LAND
S RYMRION OR ADDITION TO N O SUMV IUP BFARWC A r3
+4,05 O ^ LICENSED LOO SURVEYOR S SEW.A A NOGTION OF SFDRON 7109
A.I AIBNDIVISOR G OF HEW YORK STATE[THCATION UW >D
p 3 ONLY BRE TRUE SURVEY"S S WRN S O THE SUP 5 EMBOOTVS OEO BFAL
TBH-32B �•75 ME Q WORK.0 OW�MI AND COdiECf COPIES OF THE BURVEYOR'S OPIGR41 .2
4 CERIIFIGATIONS ON THIS 60UNDARY SIMV NO SIGNIFY THAT THE W6
Tom,
w" +4."
PREPMED W ACMRWNCE WIN THE WREN-EXISTING CODE OF T.
+4.50 302 T yIAY acE FOR—S1RYM5—,.IS,THE NEW—STATE
ASSOCIATION OF PROFESSIONAL WIU SURVEYORS INM THE CER N'WON b iv
e�1 INC.RAMP ^7 1
SOR( - �TT°mEEaNPANi°M T"RHOM THE MWAL MY ICY,AND IM TTH�•,nr1.
n -
la E3 TENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP
LOT 160 T 3A 5 THE CdTIFlGT10M5 HER.ARE NOT T(UNSFFJTAAE
S THE LOCATION OF UNDERGROUND IMPROYEMEMS ON ENCROIGHMENTS ME i
+4M +5.27 . ' OT AWAYS KNOWN MD OPEN MUST BE ESTIMATED IF ANY UNEEAGROUNO u
NPR0.ENpNS OR ENCAGCNNENIS EATST OR ME SHOWN,THE
+3.92 INPROYEYENTS OR ENtlR0AO1NUrt5 ME NOT COVERED DI THIS SUPN.Y
7 THE OFFSET(OR DIMFNSIONS)SHOWN HEREON FROM THE STRUCTURES TO
THE PROFFfFIY UNR ME FOR A SFEGPC PURPOSE AND USE MD THEREFORE
f EN\ ME NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAMwG wKls
O37.6 n st,O1`J E,E V�! PATIDS PINGING MFRS MMONS TO SU.PG,AND AW OTHER
1{JeS• LfUC TPE OF CCNSiRUCTON g
260 TO COPIES OF THIS SURVEY MAP NOT SEARING THE ISURVEYOR'S „
F31•�8.87 1OA r, OR EMBOSSED SEAL SHALL NOT BECONSIOERED TO BE A VALID COPY
H g
,g +455 138 57.9'-
+5.01
79'+5A1 b]
+7.66 +563
OYN n POST AND RAL FENCE 0.3.N r
3
O/L AM&ORdENAY 1.
15'S
S8P44'20 I YICH
144.00 ,- `" A6L IL DIICR3, P.I.S. /)60390
LOT r61 ® `� I\�
�`7 LI LLL���117 MICHAEL K. W IcKs e
LAND SURVEYING
E
J U L 3 2020 ER BZURMOJUC YIBII W rOJ o
CENTER YORICHES, ATEN YORK 11834 '
VOICE: 631.874.0168 - FAX.• 631.909.3846 E
s:'.. wmnawickdandsuu voying.C&m ,E
RECORDS OF RICHARD C. DRA" 7
BUMPING
�, a SCALE SURVEYED BY: DRAWN BY: SHEET:
g�TJ.9gal TNG DE .EG 1'-20' M.W/B.W. S.S. 1 OF 1
Interior Alteration �Iz � ---
260 Sunset Way ' 2 ' 2020P aul cataldo
Southold, IVY Y -11971 ARCHITECTURE&PLANNING PC
646 Main Street,Suite 202
Port Jefferson,NY 1 1777
Voice 631.509.6800
Fax 877.524.2732
SYMBOLSLEGEND Paul@PaulcataldoRA.com
www.PaulCataldoRA.com
EXIST/NCs WALL TO REMAIN GREEN BUILDING
FOR A BRIGHTER FUTURE
TO REMAIN
EXISTING PARTITION/WALL
---� ---_ 4 DOOR TO BE REMOVED SQUARE FOOTAGE TOTALS
NEI)PARTITION /WALL TYPE
EXISTING HOUSE 1844 ('NOT INCLUDING 2nd Story Deck.)
J
.YM. ..
coJv
D B R FIRST FLOOR ADDITION PJ
==4== EXISTING DOOR TO REMAIN � w a
1 DRAWING NUMBER SECOND FLOOR ADDITION 0 +�
Al
SHEET NUMBER TOTAL ADDITION 0
NEW DOOR W/ SIZE AND HEADER iTA E OF
TOTAL NOUSE "EXISTING AND NEW,) 1844
1 DETAIL DRAIU/NG f'�l//5/ONS NUMBER ///9/2020, 1121�1//Sfd
A-1 O COMBINATION SMOKE CO DETECTOR SHEET NUMBER p�)e 3111DW6Pff"
rr --
aR
Y+ ZONING ANALYSIS
CH I TOWN OF SOUTHOLD. ZONE R-80 REQUIRED EXISTING PROPOSED
HE IGHT
35 FT. OR 21 STORIES 233 FT UNCHANGED
4 MINIMUM LOT AREA 20,00 S.F. 14,421 S.F. UNCHANGED
rd, ' MAXIMUM TOTAL BUILDING AREA io OF LOT 20% 1190 UNCHANGED
✓t
MINIMUM STREET FRONTAGE NA 100 FT. UNGNANGED
Sal,o€d MINIMUM FRONT YARD 35 FT. 51.9 FT. UNCHANGED
a..J
Spafkling{r oink �_•: 144,".;; y', 25 o.9'N MpN. MINIMUM SIDE YARD 10 FT, 1.5 FT. UNCHANGED
FENCE FND• MINIMUM TOTAL SIDE YARDS 25 FT. 44.4 FT. UNCHANGED
48LST 159 PpsT AND RAIL +4.9
�rCD
MINIMUM REAR YARD 35 FT, 31 FT. UNCHANGED
K E 0.8'N 35'5 O
442()#
0.21N 3.4's O
MON, gx12 O
Pet_onic i FN 7'S 0,5'S FR, SHED �/
�' additional
3 (�ft'y+?iOQfTiBftlCi"1 � rY` TBH=3.30 4, WppD FENC BIN PLAT Ce COMPLY WITH ALL CODES OF
e, t,,�;: ,..•r.,• _. L3'S
+4.25 NEW Be Re NEW YORK STATE & TOWN CODES
cU 3 Required. AS REQUIRED AND CONDITIONS 01=
+4.7� N
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F? P1� e1 w 4r , •{
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260 Sunset Way,
iyVL +4.V t n
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AP AS NOTED - , �, ,
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+4.05 +4,75
9(tS`jE"jP3 WW DATE: Ii � ' TEEB.P.# S
1 s c'h I 3p2 FEE: BY: mut c {�cr
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--� TBH=3.29 +4'50 a�d NOTIFY BUILDING DEPARTMENT AT
i..... n:+ WppD WALK 1 STOR `�,`� ( a
30 I n 765 1802 8 AM TO 4 PM FOR THE
V ' FOLLOWING INSPECTIONS: r•I
�{ RAMP L❑T 160 N7.9 �� % 6 +5'27 s�P1� 0
I. FOUNDATION - TWO REQUIRED OCCUPANCY OR
cpNc 0- LJ FOR POURED CONCRETE -
+4.50 3 2. ROUGH - FRAMING & PLUMBING USE IS UNLAWFUL
5.0 r. a
TBH-329 Q ° f ( n 3. INSULATION r
+3.92 PL o•0 2 S QOe Q� v J 4. FINAL - CONSTRUCTION MUS
KEY MAP WITHOUT CERTIFICATI.
F r 10•o T
0 0 5. BE COMPLETE FOR C.O. OF OCCUPANCY
e
@=SC=ALE,.
6 00 ALL CONSTRUCTION SHALL MEET THE
) REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
N �, sTORv +5.63 DESIGN OR CONSTRUCTION ERRORS.
V 13'8 20.3 +5.01 0,3'N
� � RS.
CL 1 +4.55PIPE
PAST AND AND RAIL FFND, RETAIN STORM WATER RUNOFF
00 1.7' PURSUANT TO CHAPTER 236
ABEVIATIONS z
+3,66 14 4,00
OF THE TOWN CODE.
ALUM ALUMINUM ADJAC T DRIVEWAY
BD BOARD 0.714 �
BLDG BUILDING TBH=3.35 15 5 FND LST 161
CONC CONCRc7E S 81°4 4'20 DRAWING INDEX
CLO CEILING
CLD CLOSET
COL COLUMN �� ]LATEST
CONT CONT(NUOUs DWG. NO. DRAWING TITLE ISSUANCE ISSUANCE
DTL DETAIL
EXTG EXISTING T1 TITLE, KEY MAP, SITE PLAN, DRAWING INDEX Dec. 9, 2019 Jan. 19, 2020
FD FLOOR DRAIN C .�
F/N FINISHED [�I
FL FLOOR
ARCHITECTURAL
FLG FLOORING
.FTG FOOTING N1 GENERAL NOTES AND DETAIL Dec. 9, 2019
GDR GIRDER
GYP BD GYPSUM BOARD ^`1I
,HDR HEADER 1 ELEVATIONS Dec. 9, 2019 �^
JSTS JOISTS z O
MR ERESISTANT
ONCENT
DC ON CENTER 2 PLANS and PLUMBING RISER DIAGRAM Dec. 9, 2019 Jan. 19, 2020 ��'•.,
OHD OVERHEAD DOOR y: .- gip,*a_ _•
DPG OPENING INSPECTION REQUIRED
PCT POCKET ~ C) N
PL PLATE
RF ROOF
PLUMBER CERTIFICATION
,�FTRS RAFTERS �/10ERTIFICATION
RR's ROOF RAPIERS ON LEAD CONTENT BEFORE Del 'December 9, 20/9
STL STEEL CERTIFICATE OFOCCUPANC)
TYP TYPICAL PLUMBING SOLDER USED IN WATER
ALL-PLUMENG WASTE SUPPLY SYSTEM CANN07_
W/
VERIFY l FIELD N &WATER LINES NEED OF 1% L!-A['
WD WOODTEtTIN;BEFORE COVERING EXCEED 2/ 0
2
SITE PLAN 3 DRAWING INDEX -T-1
SCALE: 1" = 10'-0" SCALE: NONE
WeRAIL cOvSM.4Tiov NOMS
L All construction shall conform to the 2.015 Residential Code of New fork State all Local Building and Zoning Codes and the 2015 New Fastener Schedule for wood plywood panels
fork 5t6fe energy Conservation Construction Code. ALL CODE5 shall supercede the drawings and shall be incorporated into the TABLE /609./.4
drawings UJNETNER they are indicated on the Drawings or NOT. Panel Panel
2. The reference Standard that was utilized in the Design of the structure is the AMERICAN FORE57 d PAPER A550CIA71ON Wood Frame Panel Span Span less Span less
Construction Manual for one and two Famfl dwellin s 2.0.01 Edition. (8.010-8910-7732) This manual shall be incorporated into the drawings Fastener Type Less then RIDGE
WNETI-lER the are indicated on the tans or NOT g p g YP q than or than or (SEE PLAN FOR SIZE)
or equal y p to 4 feet equal to equal to
3. Written dimensions take precedence over scaled dimensions. 6 feet 8'
4. The contractor prior to the start or construction shall visit the site verify all dlmer5ICn5, existing of new and be responsible for field 2-1/2" #6 Wood 9 inches SIMPSON
Fit. Screw for lOd 16 inches 12 inches on 18" CS16 STRAP TIES ® 16" O.C.
5. Electrical, Mechanical and Plumbing shall conform to the 2.015 NY 5tate Local and County Codes and shall be inspected and approved Nails on center on center center (8) 8D COMMON NA/LS INTO EA.
by the governing agencies• The General Contractor shall be responsible for all insulation, materials, design and code compliance. 2-1/2" #8 Wood 16 inches 16 inches 12 inches RR (16) 8D COMMON NAILS
on
6. The Plumbing System shall be installed in accordance with the 2.015 Residential Code of New York Screws on center on center center ° L
7 The Electrical equipment and wiring shall be installed in accordance with the 2015 residential Code of New York State.
This table Is based on a maximum wind spreed (3-5econd gust)
8. The mechanical system shall be installed in accordance with the 2.015 Residential Code or New York 5tate• of a 130 miles per hour and a 33 foot mean roof height.
9. New Footings shall bear on Virgin, undisturbed soil with a minimum bearing capacity or 2.0100 pounds per square foot. Exfstfng Foot1rg5
shall be 36" below grade Minimum. It shall be the responsibility of the General Contractor to verify the depth of all existing footings Fasteners shall be installed at opposite ends of the wood °
disturbed by construction, structural panels.
ltd Poured in Place concrete shall be air entrained± 5% �t 71, total air content by volume and have an ultimate compressive strength at 28 DOUBLE RAFTERS USE MiNIMUM OF(2)80
s
da of 35.0.0 psi. Concrete/ work shall be accordance to the latest ACI standards. Where screws are attached to masonry or stucco, they shall be
y p attached utilizing vibration resistant anchors having a minimum NAILS THIS SIDE TOTAL F(4)RAF0
R. Base design value for visually graded dimensions! lumber: Joists, Studs, Rafters and all Framing lumber shall be DOUG-Fir *2 or better, g 9' OR TRUSS, TOTAL OF(4)8D
E=1.6 psi, Min Fb for dimensional lumber as follows: 9.010 psi ultimate withdraw capacity or 49.0 pounds. NAILS INTO RAFTER OR TRUSS
12. EXTERIOR LUMBER Shall be ACO requiring the following: DESIGN LOAD INFORMATION ROOF RAFTER
(SEE PLAN FOR SIZE �� RCy/T
a.)Fasteners shall be hot dipped galvanized ASTM A153 class or stainless steel.
A. Ground Snow Load:20 psf AND SPACING) �
b.> Use copper Fork MultiFlash 510>a 5 oz flashing Only against ACQ lumber sill plates_ p �� ATq4
c.)All Structural connectors, f.e. Simpson Strong-Tie or USP, etc, shall be Not-Dipped Galvanized or Stainless Stree/. B. Rooms other than sleeping: LL =40 psf, DL = 10 psf MTS92 -CO � 0
d.) ACQ Above Ground (25), ACQ Ground Contact (.40) C. Sleeping Rooms: LL =30psf, DL 10psf (L TS, HTS W .,;, ' > 41
13. Basements with habitable space and every sleep room shall have at least one operable emergency escape as follows: D. Roof, no ceiling load:LL 20 psf, DL = 10 psf simi/ark ��
581 height or not more than 44-inches above the floor. E. Roof with cathedral ceiling: LL =20psf, DL = 15psf
A. Minimum net clear opening of 5.7 sq uore feet.
s
B. Minimum net clear openingF. Decks & Exterior Balconies: LL =60Pf height shall not exceed 24-inches. , DL = 10psf �
C. Minimum net clear opening width shall be 210-inches minimum. G. Guardrails and Handrails: LL -200psf :�� S 036
D. Emergency escape and rescue openings shall be operational from the inside of the room without use or keys or tools. H. Guardrail balusters and panel fillers: LL =50psf
14. No back-fill shall be placed against the Foundatfor walls until the first floor framing is in place or brace the Foundation. Double joists / Attic without storage: LL = 10psf, DL = 10psf
under parallel partitions. and under whirlpool tubs. Double around openings in Floor and roof framing. ✓. Attic with storage: LL =20psf, DL = 10psf rV1510A15
15• Metal Flashing shall be installed where concrete abuts wood, and where decks abut house framing. •
16• lrstall joist hangers at all flush structural load bearing conditions. K. Stairs: 40psf °
17. Habitable rooms shall be provided with aggregate glazing area or not less 8 percent of the Floor area of that room, and the minimum ° •
operable area to the outdoors shall be 4 percent of the Floor area being ventilated Rerer to Code section 83.03• Refer to NYS code R301.5 for a#Live Load foot notes a °o
°O • L T2
le. Window arc/ door headers to be 2-2x1.0 unless noted otherwise. e % ° °
19. Vent dryers to exterior and bathrooms shall have mechanical ventilation where no window is provided on a separate switch. • • •
20, Guardrails at 42" high minimum are required where the dirference in grade is more than 3.0-irches and the opeoings in the guardrails shall /�// °° • • H7Z
be less than 4-fnches apart. Nandrafls are required on stairs with 2 or more risers. ROOF SHEA THING A TTA CHMENT H2A
2L Smoke Alarms: Shall be provided in each sleepfng Room, outside or each separate sleeping area In the immediate vicinity of the
bedroom and on each story of the dwelling, Including basement and cellars. Alarms shall be interconnected and hard-wired with battery REQUIREMENTS no/5i7/o
back-up. WHENEVER an alteration, addition, or conversion is made to an Existing Residence the smoke detection system of the ENTIRE
residence must be brought up to current code, BASED ON TABLE A-310 OF THE 210101 WFCM EDITION
22. Carbon Monoxide Alarms: All CO alarms shall be hard wired switch Battery-powered alarms are not allowed. CO alarms are required on
each level on which sleeping quarters are located. Provide Detector in the Basement and one on the First Floor. (8)8d
23. Blocking and connection shall be provided at panel edges perpendicular to floor Framing members in the First TWO bays or framing and aximum Nall nails into
shall be spaced at a maximum of 4-Feet on center. Nailing in accordance with Nailing schedule. All Engineered Wood Products such as SHEATHING L❑CATION Spacing At panel ed es At studs
P 9 P 9 H 105 CONNECTOR FOR EACH RAFTER/STUD
"Trus Joists, Micro-Lam, etc" shall be installed in accordance with the manufacturers latest Installation details, Framing correctors, (SEE NOTE A) intermediate FOR DOUBLE RAFTERS USE H1032
Allowable Nole diagrams, specifications, etc. "Micro-Lam" Design Stresses: E= /.9 x /.0(6)psi Fb = 2,650 psi, Fv= 285 psi edges in field
24. Windows in buildings located In Wind-Borne debris regions (areas within hurricane prone regions wifhfn 1 mile of the costal high water line INTERIOR ZONE 12" o.c, 6" 12"
where the basic wind speed is 11.0 miles per hour or greater or 120 mfles per hour as per Figure R3OL2(4) of the New York State 16" o,c, 6" 12"
Resiclertfal Building Code shall meet the requirements of the large Missile test ASTM E 1886 referenced therein. (values are nominal PERIMETER EDGE ZONE 12" o,c, 6" 6"
design 3-5econd gust wind speed in miles per hour 16" o,c, 6" 6"
A. EXCEPTION: Fasteners for asphalt shingles shall be galvanized or stainless steel,
Wood Structural panels with e minimum or thickness of 7/16-Inch and a maximum span of 8 feet shall be permitted For opening protection. aluminum or copper roofing nails, minimum 12 gage shark with a minimum 3/8"
Panels shall be precut to cover the glazed openings with attachment hardware provided in the table below. Label al1 panels and store
in a clean dry area of the house. Attachments shall be provided in accordance with the table as follows: inch diameter head. The fasteners shall penetrate through the root I 2ND FLOOR STUD
25. The Architect is NOT enc aged to perform construction supervision or management• sheathing and comply with A577-1 F 1667.
WALL SHEATHING A TTA CHMENT p g g p g and
All asphalt shingles shall have self-sealin strips of be interlocking, b
comply with ASTM D 225 or ASTM D 3462.
REQUIREMENTS P
Naift Schedule for Latera/ and Shear Connection For normal applications, asphalt shingles shall be secured to roof with not
10 less than six Fasteners per strep :°
. - -__ - y;;,�_______-
Requirements BASED ON TABLE A-311 OF THE 20.01 EDITION
NOTE A: For roof and wall sheathing withfr 4-Feet of the perimeter edge i° _ ___ _ ' °
Maximum Nailspacing for common nails of the roof, include on each side of the roof peak, the 4-Foot "-----_ i� `---__ _ i_ '
BASED ON TABLE 3.1 OF THE WFGM 2(0x1 EDITION 3 second gust wind speed @ 110 (MPH) r� ° ° 1_;,1_
perimeter edge zone attachment requirements shall be used. °
SHEATHING LOCATI❑N Spacing At panel edges At - _ -"---__
DESCRIPTION NUMBER OF COMMON NAIL SPACING (SEE NOTE A) intermediate ° - --____
NAILS 16 GAGE
edges in field MSTA30 RIM JOIST 0GALVANIZED
INTERIOR ZONE 12" o.c. 6" 12" COIL STRAP UP
ROOF FRAMING
RAFTER TO TOP PLATE (TOE NAILED) 3-8D EACH RAFTER 4-FOO1 EDGE ZONE 12" 0.c. 6" 6" �`- ° ° EACH STUD 24"
CEILING JOISTS TO TOP PLATE (TOE NAILED) 3-8D EACH JOIST
CEILING JOISTS TO PARALLEL RAFTERS (FACE
5-16D EACH LAP
NAILED) NOTE A:
CLING JOISTS LAP OVER PARTITIONS (FACE Wall sheathin within 4-Feet of the corners, the 4-roof perimeter edge zone attachment requirement shall be used. I
NAILED) 5-16D EACH LAP 9 p g cl �° i
COLLAR TIES TO EACH RAFTER (FACE NAILED) 3-8D EACH TIE For exterior panel siding, galvanized 10d box nails may be substituted For the common no U6. 0,° °
'° 1ST FL STUD
NOTE l: NAILING REQUIREMENTS ARE BASED ON WALL 6gEATNING NAILED 6" ON-CENTER AT PANEL 22 10D NAILS AS PER MANUFACTURE'S
BLOCKING TO RAFTER (TOE NAILED) 2-8D EACH ENDEDGES. RECOMMENDATIONS ; STRAP TO GO UNDER
RIM BOARD TO RAFTER (END NAILED) 2-16D EACH END I \ ° 5/LL PLATE AND UP
FL OOR SHEA THING A TTA CHMENT REQUIREMENTS THE INSIDE SILL -
RAFTERS TO RIDGE, VALLEY OR HIP (TOE FASTEN ASP � (2) IOD GALVEACH
NAILED) 4-16D EACH RAFTER MANUFACTURERS °
SILL BOARD
RAFTER TO RIDGE, VALLEY OR HIP (FACE Shall be attached with a minimum of Sd common nails s aced at a minimum or 6-inches on center on panel edges ( RECOMMENDATIONS
NAILED) 2-16D EACH RAFTER l� i� g � .�
d.
and 12-inche5 on center in panel fiel
WALL FRAMING
CE/LING SHEA THING A TTA CHMENT REQUIREMENTS ( ALTERNATE l3 TO
TOP PLATE TO TOP PLATE (FACE_ NAILED) 2-16D NOTE 1 PER FOOT `� INSTALL OVER
5d cooler nails spaced 7" on edge and 1>a" in Field �514" PT DECK/NCi �\ SHEATHING
TOP PLATE AT INTERSECTIDNS (FACE NAILED) 4-16D J❑IST - EACH SIDE � FOUNDATION
STUD TO STUD (FACE NAILED) 2-16D 24" ON CENTER ENERGY�JOTES 2X6 PRESSER �' WALL
TREATED PORCH-��
HEADER T❑ HEADER (FACE NAILED) 16D 16" o c, ALONG EDGES 1. The Architect certifies That to the best of his knowledge, belief and professional judgement, the drawings are JO/STS m 16" OC
fn compliance with the latest RES-CHECK report for the 2.010 New York State Energy Conservation Construction
TOP AND BOTTOM PLATE TO STUD 2-16D (max, watt EACH STUD Code. 6/MP50N N2 TIE
ht; 10')
2. All HVAC Systems shall meet the NYS Energy Code. It shall be the responsibility of the General Contractor to D011JN
3-16D (wal( ht; 10' submit in details the desi n calculatfons, drawings or the mechanical, air conditionfn ventflatfon. Neafin 6/MP60N LCE4
TOP AND BOTTOM PLATE TO STUD EACH STUD g � g g� g
to 20') systems stamped by a professional engineer /F required by the Owner or Building Dept. PO5T/BEAM CAP
BOTTOM PLATE T❑ FLOOR JOISTS OR BAND 2-16D NOTE 1 PER FOOT 3. All glass to be double pane insulated with a LOW-E Coating and shall have a U factor or not greater than <8J ISD BJEAM % )
JOISTS indicated on plans. <B> IPD POST
DOUBLE TOP PLATE MINIMUM 48-INCHES 4. All exterior doors, including the basement door shall be Insulated with e maximum U factor or .4 and have NOT DIPPED "�1 •O `�
OFFSET OF 8-16D weatherstrf in Exterior Fire rated doors shall have the same U Factor and weatherstrf in and shall be GALV. (3)2'X4"WOOD
END JOISTS, FACE NAILED IN LAPPED AREA ti
imp• g• pp g I-314"MINIMUM EDGE
self-closing DISTANCE STUD CORNER O �,
CONTINUOUS HEADER TO STUD (TOE NAILED) 4-8D I CLEAR,4NCE 4X4 PT POST WRAP SHAFT OF 3"5QUARE WASHER 1 FRAME AT 24 o.c. R3 ,�
BETWEEN OOTTOM
( 0)SD5I/4 �
STRUCTURAL ALLOWABLE 5/MP50N PBS44AZ ANCHOR BOLT IN AND Ha NUT X 2-I/2" • • ` � � �
CONTINUOUS HEADER TO STUD (TWO PIECES) 16D 16' O.C. ALONG EACH MEMBER DEFLECTION OF POST AND
EDGE CONC. POST BASE (12.) CONTACT WITH ACQ �i `__4
BUILT UP CORNER STUDS 16D 24" ❑N CENTER Rafters having slopes >, 16D PRESS URE TREATED SIMP30N HOLD DOWN • • s
/8 X 30 ANCHOR BOLT
greater than 3/12 with noL/180 a: , NOT DIPPED SILL WITH(4) HDU4-5D52.5 • • W/ 15"EMBEDDMENT
BUILT UP GIRDERS AND BEAMS, 2-INCH ** finished ceiling attached to GA V. LAYERS OF PVC INTO CONCRETE W Q C)
_ _ _ ELECTRIC TAPE
rafters T- NAILS EACH S/DE �^
LUMBER LAYERS 16D I-III=I a.. I=� SIMPSOIV5B1x30
ON Interiors watts and SII-III • ' II.
CENNER AT TOP AVER AT 23-INCHES
H/180 -III d III O
xx partitions =III I I- �.T� v„ •� 0 �
,. ;
BOTTOM AND STAGGER NAILS. 2 NAILS AT Floors and ceilings L/360 (�-I . a . I I= 2 DIAMETER 5/8 D/A STEEL 1 q N
EACH END AND AT EACH SPLICE -III ; ` I I 50NO ANCHOR BOLT
FLOOR FRAMING -I 12"EMBEDMENT
Al other structural members L/240 TUBE BELLIED AT '
JOISTS TO SILL TOP PLATE TO GIRDER (TOE =I
SII ' . I a /15N01�D
4-8D EACH JOIST Exterior walls and stucco ° e .• I = THE BOTTOM INTO CONCRETE
NAILED) finish H/360 I I POURED PLUS A 2"BENT PA11�- December 9, 2019
-I CONCRETE LEG a
BRIDGING TO JOISTS (TOE NAILED) 2-8D EACH END Exterior walls - wind loads L/240
it I I . .' 111 a
BLOCKING TO JOISTS (TOE NAILED) 2-8D EACH END �I�- W�-
BLOCKING TO SILL OR TOP PLATE (TOE 3-16D EACH BLOCK CLIMA TIC AND GEOGRAPHIC DES/GN CRITERIA _ -SII ' ° '• '
-III °
NAILED) -III , ;. -4 ANCHOR BOLTS TO BE 6"OG"
I I�il'-O"FROM CORNERS M ,
LEDGER TO STRIP BEAM (FACE NAILED) 3-16D EACH JOIST SUBJECT TO DAMAGE FROM I'III III ° ° 4. MINIMUM(2)PER WALL
GROUND WIND SEISMIC FROST WINTER ICE SHIELD AIR f II-III=
J❑IST ON LEDGER TO BEAM (END NAILED) 3-8D EACH J❑IST SNOW SPEED DESIGN FLOOD III=iI
WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMEN FREEZING _ _ ANCHOR B 0 TS
LOAD (MPH) CATEGORY HAZARD III-I ° II=III=
BAND JOIST TO JOIST (END NAILED) 3-16D EACH J❑IST DEPTH TEMP T REQUIRED INDEX III-I� NOTE FOR CMU WALLS FILL SOLID
-I i�=III-III=III=I I I=III=III I�I I-1 I' TOP(2) COURSES
BAND J❑IST TO SILL OR TOP PLATE (TOE 20 LBS 110 C SEVERE 3'-0" MODERATE SLIGHT TO 11 YES NO 599 ��-III-Iii=III=III-000,,,110_
NAILED) 2-16D NOTE i PER FOOT TO HEAVY MODERATE DEGREES �NDl6TURBED 601L N.T.S.
TABLE R301.2(1) NEW YORK STATE CODE
paul cataldo
ARCHITECTURE&PLANNING PC
646 Main Street,Suite 202
Port Jefferson,NY 1 1777
Voice 631.509.6800
Fax 877.524.2732
Paul@PaulCataldoRA.com
www.PaulCataldoRA.com
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paul cataldo
O
SECOND FLOOR PLUMBING ARCHITECTURE&PLANNING PC
N
O EXISTING TO REMAIN 646 Main Street,Suite 202
2 @) Port Jefferson,NY 1 1777
1 1/4- V 1-1/2" 3" V
Voice 631.509.6800
3" S Fax 877.524.2732
Paul@PaulCataldoRA.com
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www.PaulCataldoRA.com
SECOND FLOOR GREEN BUILDING
1 1/4" W 2" w 3" W FOR A BRIGHTER FUTURE
3" W p"l//5/ON5
FIRST FLOOR PLUMBING IS NEW ED AR
WORK `C� j. CArq iT
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1-1/2" V 3" S
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THICK POURED CONCRETE 3" V
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UNDISTURBED 501E wD W. 1-1/2" WASHING 1/2" w
FIRST FLOOR MACHINE TUB Q3
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2" W ICO 4" V
CO 1 3" W
3" w
TO APPROVED
3" S EPTIC SYSTEM
CO 4" W
4" HOUSE TRAP
IN CONC PIT
PLUMBING RISER
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20 — – — 2 2 Os (2) 2X105 2 2X103
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I I I I III / O L. I CSMT NEW FRONT DOOR C MT O
EX/sTINS 5ATl� _ I , — — N ►- I 0.+ N
EX/5 TINS NO U/01<-K (� — - -
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Q OSE T N 4„ Ff� Z NEW OPENING TO RECEIVE
WORK � 1/1-0/1 I i (2) 2X 10 HEADERS
O I 11
I IF-
7C
T ]III
2068 I I q W/ cL ET
1111 11 v
1 u II
NEW(2) 2640
CSMT
SECOND FLOOR PLAN FIRST FLOOR PLAN
21
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"