HomeMy WebLinkAbout50568-Z ho�aOf SO ryo�o Town of Southold
P.O. Box 1179
�0 53095 Main Rd
UUM Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 45837 Date: 12/15/2024
THIS CERTIFIES that the building ACCESSORY
Location of Property: 7217 Great Peconic Bay Blvd Laurel,NY 11948
Sec/Block/Lot: 126.4 0-1.6
Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 02/28/2024
Pursuant to which Building Permit No. 50568 and dated: 04/18/2024
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:
accessory garage as applied for per ZBA#7871, dated 2/15/2024.
The certificate is issued to: Andrew de Lannoy ,Barbara de Lannoy
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE: 50568 10/25/2024
PLUMBERS CERTIFICATION:
t on ed Signature
SUFFoi TOWN OF SOUTHOLD
�c°' BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
• 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#: 50568 Date: 411812024
Permission is hereby granted to:
de Lannoy, Andrew
5 Maple St
Garden City, NY 11530
To: construct accessory garage as applied for per ZBA approval.
At premises located at:
7217 Great Peconic-Bay Blvd, Laurel
SCTM #473889
Sec/Block/Lot# 126.-10-1.6
Pursuant to application dated 2/28/2024 and approved by the Building Inspector.
To expire on 10/1812025.
Fees:
ACCESSORY $361.00
CO-ACCESSORY BUILDING $100.00
Total: $461.00
Building Inspector
O��pF SOUr�,ol
� o
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G Q
Southold,NY 11971-0959 Oly� 0 �o sean:devlinitown.southold.ny.us
COMM
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Andrew DeLannoy
Address: 7217 Great Peconic Bay Blvd city:Laurel st: NY zip: 11948
Building Permit#: 50568 Section: 126 Block: 10 Lot: 1.6
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: 5th Generation Electric License No: 58846ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures Attic Exhaust Fan 1
Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors
Main Panel A/C Condenser Single Recpt 1 Recessed Fixtures CO Detectors
Sub Panel 100A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors
Disconnect Switches 2 4'LED Exit Fixtures Sump Pump
Other Equipment: 100A Sub Panel 24 Circuit/7 Used, 50A Car Charger
Notes: Acc. Garage
Inspector Signature: Date: October 25, 2024
77
Copy
Q�A� OF SO(/T,���
✓ # # TOWN OF SOUTHOLD. BUILDING DEPT.
cou 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] -ROUGH- PLBG.
[ ] FOUNDATION 2ND [ .]' INSULATION/CAULKING
[yl FRAMING /STRAPPING [ ] .FINAL .
1
[ ] FIREPLACE &.CHIMNEY [ ] .FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [' ] FIRE RESISTANT PENETRATION
[ ] .ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: DVet ,lf 4A,941_
of s+V- i
Lo Sve-v-eAA w1
0 k, cmb n .
DATE / -o? INSPECTOR . .
SO(/lyolo
# # . TOWN OF SOUTHOLD.BUILDING DEPT.
°y o m� 631-765-1802
INSPECTION
[ ] FOUNDATION.1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I ULATIOWCAULKING
] FRAMING /STRAPPING [ FINAL AM (p"e.,,
[ ] FIREPLACE & CHIMNEY [_ ] FIRE SAFETY-INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ]-- FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[: ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: �7�+0+✓� I -�7 l�LL-
�v_
DATE I ni-l-d INSPECTOR -
OF SOblyolo
y TOWN OF S UTHOLD BUILDING DEPT.
°y^ou�m,� 631-765-1802
INSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ ] 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 [ ] RENTAL
REMARKS: /
bl A-L, �9—L' pe I
DATE /d 5 INSPECTOR .
/f
FIELD INSPECTION REPORT DATE COMMENTS
t�
FOUNDATION(1ST) y
------------------------------------
C
FOUNDATION (2ND)
e z
hekoPmAe913
b o
o l a-t2e wa�1� 1ivG�d►'� i
OVOU ill he, Cori y
ROUGH FRAMING
&
PLUMBING i
n'
1
�r
INSULATION PER N.Y. y
STATE ENERGY CODE
t
FINAL
ADDITIONAL COMMENTS
�f l� 2LI e3 t ecw D Q/a
17q 6 pe 01,LA (f o o
rn
_1 ` �
O �
h
z
r
H
. x
d
ro
H
ao�gqFFO( TOWN OF SOUTHOLD—BUILDING DEPARTMENT
y x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
oy • o� Telephone(631)765-1802 Fax(631) 765-9502 https://www.south .oldtom ov
Date Received
APPLICATION FOR BUILDING pFDft"r
F1II t� =_
For Office �n1 U 1 D E 11_ E 0 E
PERMIT NO. Building Inspector. V l�
Fee 2 s, 2o'z4
Applications and forms must be filled out in their entifety.Incomplete-
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be'completed. Building Department
Town of Southold
Date:August 21, 2023
OWNER(S)OF PROPERTY: ,
Name:Andrew and Barbara de Lannoy scrm#i000-126-10-1.6
Project Address: 7217 Peconic Bay Blvd., Laurel, New York 11948
Phone#:516.695.4001 Email: and rew.delannoy@gmail.com
Mailing Address: PO Box 441, Laurel, New York 11948
CONTACT PERSON:
Name:Andrew de Lannoy
Mailing Address: PO Box 441, Laurel, New York 11948
Phone m 516.695.4001 Email: andrew.delannoy@gmail.com
DESIGN PROFESSIONAL INFORMATION':
Name: Paul Rice Architect
Mailing Address: 12 E. 44th Street, Floor 8, New York, New York 10017
Phone#: 917.602.9775 Email: price@ paulriceartchitecture.com
"CONTRACTOR'INFORMATION:
Name: Milo Perez, Innovation Building Inc.
Mailing Address:24 Rabbit Run, Riverhead, New York 11901
Phone#: 631.494.6970 Email: milo@innovationbldg.com
DESCRIPTION'OF PROPOSED CONSTRUCTION
BNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑l0,ther New Structure,standalone garage $200,000
Will'the lot be re-graded? RYes❑No Will excess fill be removed from premises? ❑Yes ®No
1
PROPERTY INFORMATION
Existing use of property: Single-Family Home" Intended'use of property: Single-Family Home Garage
-Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes ®No IF YES, PROVIDE A COPY.
11 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 building(s)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 By(print me): 4 jj
jZ6 /,� (' ' ❑Authorized Agent BOwner
Applicant
Signature f Vo Yrn, Date:
STATE OF NEW YORK)
SS:
COUNTYOF ass 1. .
/+d r an nQVI being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)
above n med,
(S)he is the ow-n-e i
(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
Iday of S l� 20_2L3
7 STEPHANIE T NORERA
NOTARY PUBLIC,STATE OF NEW YORR
PROPERTY OWNER AUTHORIZATIC N Registration No.OIN06418365
Qualified in Suffolk County
(Where the applicant is not the ownerl My Commission Expires to
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: October 10, 2023
TO: de Lannoy, Andrew
5 Maple St
Garden City,NY 11530
Please take notice that your application dated September 22, 2023:
For permit to: construct a new accessory garage building to an existing single-family dwelling at:
Location of property: 7217 Peconic Bay Blvd., Laurel,NY
County Tax Map No. 1000 - Section 126 Block 10 Lot 1_6
Is returned herewith and disapproved on the following grounds:
The proposed accessory garage to this existing single-family dwelling on a 86,131 sq. ft. lot, in
the Residential R-80 District, is not permitted pursuant to Article III, Section 280-,15, which
states accessory buildings and structures shall be located in the required rear
The site plan shows the proposed accessory garage to be located in the side yard.
� law Ue • 2WLM'1
Authorized gnature
Note to Applicant: Any change or deviation to the above referenced application may
require further review by the Southold Town Building Department.
CC: file, Z.B.A.
/I �Q
BOARD MEMBERS f $o(/fy Southold Town Hall
Leslie Kanes Weisman, Chairperson ��� ®�® 53095 Main Road • P.O. Box 1179
Southold,NY 11971-0959
Patricia Acampora Office Location:
Eric Dantes ap Town Annex/First Floor,
Robert Lehnert,Jr. OI�CQUNTy,�' 54375 Main Road(at Youngs Avenue)
Nicholas Planamento Southold,NY 11971
RECEIVED
http://southoldtownny.gov d.,
F E B 2 0 2024
ZONING BOARD OF APPEALS r
TOWN OF SOUTHOLD
- iLTel. (631) 765-1809
F E B 22 2024 `...�' �u#hold Town Clerk
FINDINGS,DELIBERATIONS AND DETERMINATIO
y MEETING OF FEBRUARY 15,2024
NAME OF APPLICANT: Andrew & Barbara Delannoy
PROPERTY LOCATION: 7217 Peconic Bay Blvd, Laurel SCTM No. 1000-126-10-1.6
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 the Suffolk
County Department of Planning under the 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 subject property is a conforming 86,131-sq. ft. parcel located in an R-
80 Zoning District. The property is set back approximately 500 feet from Peconic Bay Boulevard,along a private
right-of-way where the lot starts. The front yard runs east for 147.65 feet,then turns north for 464.28 feet to the rear
yard, turns west for 223.44 feet before returning 470.26 feet back front lot line. The property is improved with a
newly constructed one-story single-family dwelling facing the front property line. The foundation of the dwelling
and the proposed structures are depicted on a survey prepared by Nathan Taft Corwin, III, L.S., last revised March
22, 2022.
BASIS OF APPLICATION: Request for a Variance from Article III, Section 280-15; and the Building Inspector's
October 10, 2023 Notice of Disapproval based on an application for a permit construct a new accessory garage; 1)
located in other than the code permitted rear yard; located at: 7217 Peconic Bay Blvd, Laurel, NY. SCTM#1000-
126-10-1.6.
RELIEF REQUESTED: The applicant requests a variance to construct an accessory freestanding garage located in
the side yard where a rear yard location is required.
ADDITIONAL INFORMATION: During the public hearing on February 1, 2024, the owner gave testimony as to
the proposed location of the accessory garage. When asked why the garage could not be placed in a required rear
yard location, it was stated that there is already a large area of mature trees that block the view of the golf course to
the north and provide privacy for the subject property. There is also a fence that would have to be removed in order
to site the garage in the rear yard. The applicant also indicated that the garage structure will have storage in the
rafters and.will be unheated and unconditioned.The adjacent neighbor objected to the proposed location citing noise
from cars driving on the existing gravel driveway
/ Page 2, February 15,2024
#7871,de Lannoy
SCTM No. 1000-126-10-1.6
A Building Permit was issued on June 4,2021,#46368, for the demolition of the existing dwelling and construction
of a single-family dwelling.
FINDINGS OF FACT/ REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on this application on February 1, 2024,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 U67-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the
neighborhood or a detriment to nearby properties. The proposed garage would be in line with the existing front of
the house, and at the end of the existing driveway on a flag lot. The property is set far back from the road and is not
seen from any road frontage. The proposed structure conforms to the setbacks for a principal dwelling. There is also
an accessory building on the neighboring property in the general vicinity of the proposed structure. The proposed
accessory garage will not produce any change in the character of the neighborhood.
2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method feasible
for the applicant to pursue, other than an area variance. Any accessory structure that is outside of the required rear
yard would require variance relief, and the subject rear yard is heavily wooded and both mature trees and a fence
would have to be removed to place an accessory garage in that location.
3. Town Law§267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 100% relief
from the code. However,the subject property sits back from the road, and is an interior flag lot with no visible road
frontage and is not seen from Peconic Bay Boulevard. The proposed accessory garage meets all the setbacks for a
principal dwelling, and does not go over the lot coverage. If the proposed garage were placed in the required rear
yard,it would cause the removal of a number of large mature trees which screen the subject property from the adjacent
golf course to the north. Additionally, the proposed side yard setback for the accessory garage is 26 feet and lines up
with an accessory structure on the adjacent property and is only one story(17 feet high to the roof ridge).
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 U67-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 accessory garage 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 Lehnert,seconded by Member Planamento,and duly carried,
to
GRANT the .variance as applied for, and shown on the survey prepared by Nathan Taft Corwin 111, last revised
March 22, 2022, and the Architectural Plans (sheets T-001.00, A-201.00 and A-301.00) prepared by Paul Carroll
Rice, Architect, last revised September 18, 2023.
,j
Page 3, February 15,2024
#7871,de Lannoy
SCTM No. 1000-126=10-1.6
SUBJECT TO THE FOLLOWING CONDITION:
1. The accessory garage shall be used for storage only and may not be heated or air conditioned
This approval shall not be deemed effective until the required conditions have been met.At the discretion of
the Board of Appeals,failure to comply with the above conditions may render this decision null and
void
That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued
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.
IMPORTANT LIMITS ON THE APPROVALS) GRANTED HEREIN
Please Read Carefully -
Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding
the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department
of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public
hearing before the Zoning Board of Appeals.
Any deviation from the variance(s)granted herein as shown on the architectural drawings,siteplan and/or survey
cited above,such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted
herein, are not authorized under this application when involving nonconformides 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.
TIME LIMITS ON THIS APPROVAL: 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. IT IS THE PROPERTY OWNER'S
RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME
FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by
the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and
require a new variance application with public hearing before the Board of Appeals
Vote of the Board: Ayes: Members Weisman (Chairperson), Dantes, Planamento, Acampora, and Lehnert. (5-0)
"p, � 6N'1'-4
Leslie Kanes Weisman; Chairperson
Approved for filing /� /2024
D)
ipguFF($Scott A. iiz�S§6112 7 2oz $�� �"� �T�O�][�l��l[\OVA\'7C'lE][�
SUPERVISOR = MANAGEMENT
SOUTHOLD TOWN HALL-P.O. Tc `l DIN'G DF-1
53095 Main Road-SOUTHOLD,1 @RK^119?1��T'�'�a ' 'ram fO C-- Town of So u th o l d
CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM
t>
( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT i'•t
ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. )
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other)
i
i DAME: Andrew D.de Lannoy Date:
i
September 25, 2023 !i
� (Siyna�uiei i
{ Contact Information: ndre wdelanno @ mail.com
i (G-Mad&Telephone Numher) 516-695-4001 I!:
1 i;t
i� Property Address / Location of Construction Site:
7217 Peconic Bay Blvd. S.C.T.M. #: 1000
Ili Laurel, New York 11948 District (l'
! �l
1000-126-10-1.6
Section Block Lot
IL i;
TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT
It - - - - - - - - - - - - - - - - - - —
- - — — — — — — — — — — —
—
- - ii
tf ❑ - Area of Disturbance is less than I Acre. No S.P.D.E.S. Permit is Required ! :i
Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required ! ,fi
111 Area of Disturbance is Greater than 1 Acre& Storm-water Runoff Discharges Directly if
ii ❑
(1 to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit. ;I
DIRECTLY From N.Y.S. D.E.C.Prior to issuance of a Building Permit. j}
=!j ❑ - Area of Disturbance is Greater than 1 Acre & Storm-water Runoff Flows Through Southold El
Towns MS4 Systems to Waters of the State of New York, THE APPLICANT MUST OBTAIN
jl a S.P.D.E.S. Permit through the Southold Town Engineering Department
.1 Prior to Issuance of a Buildine Permit.
I � iIi
Reviewed By: Date:
33I� i
r(IR M x CM(-P-Tf1C Orhnhar 9n i G
e 7193
e
v �
D� DD
O�O%tFF0J/r BUILDING DEPARTMENT-Electrical G 2 7 2024
y� goy TOWN OF SOUTHOLD
ti
co = Town Hall Annex- 54375 Main Road - PO B�LL�TG IDEPT.
o • Southold, New York 11971-0959r0WN.0F SOUTHOI.
Telephone (631) 765-1802 - FAX (631) 765-9502
iamesh _southoldtownny.gov—sea nda-southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: 08/27/2024
Company Name: 5th Generation Electric
Electrician's Name: Mark Fink
License No.: ME-58846 Elec. email:5thgenerationelectric@gmail.com
Elec. Phone No: 631-514-4769 ❑I request an email copy of Certificate of Compliance
Elec. Address.: 29 Wildwood Trail, Riverhead NY 11901
JOB SITE INFORMATION (All Information Required)
Name: Andrew and Barbara de Lannoy
Address: 7217 Peconic Bay Blvd
Cross Street: Bray Avenue
Phone No.: 516-695-4001
Bldg.Permit#: 50568 email:
Tax Map District: 1000 Section:126 Block: 10 Lot:1.6
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Electrical work for a detached one-car garage
Square Footage: 1490
Circle All That Apply:
Is job ready for inspection?: ❑ YES Fvle NO Rough In ❑ Final
Do you need a Temp Certificate?: ❑ YES 0 NO Issued On
Temp Information: I (All information required)
Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter#
❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead
#Underground Laterals 1 n2 M H Frame Pole Work done on Service? Y ON
Additional Information:
PAYMENT DUE WITH APPLICATION
�eC 10
� I�
BUILDING DEPARTMENT- Electrical tit ct
TOWN OF SOUTHOLD RUC � � ���4
Town Hall Annex- 54375 Main Road - PO B 1
4�T�I,13&G DE ®
Southold, New York 11971-0959101VN_ UT
Telephone (631) 765-1802 - FAX (631) 765-9502
jamesh@southoldtovvnngov seand@southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: 08/27/2024
Company Name: 5th Generation Electric
Electrician's Name: Mark Fink
License No.: ME-58846 Elec. email:5thgenerationelectric@gmail.com
Elec. Phone No: 631-514-4769 ❑I request an email copy of Certificate of Compliance
Elec. Address.: 29 Wildwood Trail, Riverhead NY 11901
JOB SITE INFORMATION (All Information Required)
Name: Andrew and Barbara de Lannoy
Address: 7217 Peconic Bay Blvd
Cross Street: Bray Avenue
Phone No.: 516-695-4001
Bldg.Permit#: 50568 email:
Tax Map District: 1000 Section:126 Block: 10 Lot: 1.6
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Electrical work for a detached one-car garage
Square Footage: T490
Circle All That Apply:
Is job ready for inspection?: ❑ YES ❑� NO ❑Rough In Final
Do you need a Temp Certificate?: ❑ YES ❑NO Issued On
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter#
❑New Service Fire Reconnect E]Flood Reconnect❑Service Reconnect QUnderground Overhead
# Underground Laterals 1 FJ2 M H Frame D Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
lob
0,1 PJ J').V
PERMIT# Address:
Switches
Outlets
GFI's I I
Surface
Sconces
H H's S
C
UC Lts Fridge HW POOL
Fa s�l� Mini Fr. W/D
Panel
Pump
Exhaust I Oven Sump Heater
Trnsfmr
Smokes DW Generator Salt Gen.
Carbon Micro GrbDis Water Bond
Lights
Heat Pucks ERV
HOT TUB/SPA
Inst Hot DeHum Transfer Disc
Combo Cooktop Minisplit Blower
AC AH Hood Blower
Service Amps Have Used
Sub Amps �P o Ar Have �� Used
Comments
1
.0
SURVEY OF PROPERTY
i SITUATE
' LAUREL
x I
OF TOWN OF SOUTHOLD
$I°N �� �� o -° n
DasE S U F FO LK COUNTY NEW YORK
st1� a-1 ct e,do
TME1<° .Z�°' Z� e��• �,,�. �� # S.C. TAX No. 1000—• 126- 10- 1 .6
OPv a�N N%NFL, LTD' 2 oS,N a. :! SCALE 1 "=40'
1•�UR��tf P r
SEPTEMBER 119 2007
FEBRUARY 25, 2009 ADDED WATER LINE
-�` AUGUST 30 2016 UPDATE SURVEY
OCTOBER 19, 2019 U{�DATE AND ADD PROPOSED HOUSE
OCTOBER 15, 2020 REVISED PROPOSED HOUSE
JANUARY 26, 2022 FOUNDATION LOCATION
MARCH 22, 2022 ADD PROPOSED GARAGE
1~ ; AREA = 86,131 sq. ft.
a.S. \ 1.977 cc.
CERTIFIED TO:
�O FIDELITY NATIONAL TITLE INSURANCE SERVICES LLC
\ ;d ANDREW deLANNOY
BARBARA del-ANNOY
\ �p
" NOTE
1.ELEVATIONS ARE REFERENCED TO HAVD 1988 DATUM
�� p EXISTING ELEVATIONS ARE SHOWN THUS:
y G l=
H
N.:C.. '.•i. wGOya. ! A i tff 4.THIS PROPERTY IS SHOWN AS LOT 2 ON MINOR SUBDIVISION MAP`LAUREL ACRES'
mom ';c�
APPROVED BY THE TOWN OD SOUTHOLD PLANNING BOARD ON F'EBRUARY 7. 1977
s A� ,
, ,• ,
N No ?6p4�
'•:.,:Mw;� c`.�: �.
:':: :•;;;:,7 -�14� Y o a t6p• �� PROPOSED COVERAGE DATA
l5 �O mom 1 0 ,,... .�OIT�" b �A� 1 y DESCRIPTION AREA X LOT COVERAGE
N o e• tdP
a,, ` N Se• �� r; �+ CONC. FOUNDATION 2,569 sq. it. 3.0X
/�'/ .P`..„..•:r` PROPOSED (2) PORCHES 565 sq. ft. 0.7X
/ �oN PROPOSED POOL 512 sq. ft. 0.6X
PROPOSED GARAGE 472 sq. ft. 0.5X
TOTAL 4,118 sq. ft. 4.8X
p0�
`1. Q
gr n
N 'C1
•OO�pt""�O
�
o � 1
Ra25.00� g�( 9 nn
/
a
n41
DRL
`,p��•O o �j Gp�'P{ ` 5N•1�' O �
W261
„ �1
'° �!40 tN0 wP� �4
n�10C1 CONC. DRNE'MAYy . vs IPA 0P
s \` Coot
o. \ 8c
m„ \
Sao v Bldg DePt Copes y fro SA
n o Final reviewed docum*nts
E AN Z8A File
3- Date:
Na \ 100
� • \to
PREPARED IN ACCORDANCE WITH THE MINIMUM
x STANDARDS FOR TITLE SURVEYS AS ESTABLISHED
BY THE LIALS. AND APPROVED AND ADOPTED
o FOR SUCH USE BY THE NEW YORK STATE LAND
TITLE TION`
000S. of
Ib i t ,� •
N.Y.S. Lic. No. 50467
UNAUTHORIZED ALTERATION OR ADDITION
Q TO THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin Ail
SECTION 7209 OF THE NEW YORK STATE
�+. EDUCATION LAW.
V COPIES OF THIS SURVEY MAP NOT BEARING
�QY y THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor
EMBOSSED SEAL SHALL NOT BE CONSIDERED
eta, O TO BE A VALID TRUE COPY.
CERTIFICATIONS INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isaksen, Jr. L.S.
IS PREPARED, AND ON HIS BEHALF TO THE Joseph A. Ingegno L.S.
TITLE COMPANY, GOVERNMENTAL AGENCY AND
y -LENDING INSTITUTION LISTED HEREON, AND 1*-Surveys�dbdivisi6ns=�ite�'fn»9 — Construction Layout
TO THE ASSIGNEES OF THE LENDING 1NSTi-
TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-•2090 FOX (631)727-1727
THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS
AND/OR EASEMENTS OF RECORD. IF 1586 Main Road P.O. Box 16
ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947
10 0� a
SURVEY OF PROPERTY
SI T UA TE
LAUREL
Im
010(a-�60� TOWN OF SOUTHOLD
oNn
u' f x
vSION�1`SSs�FF°o�2 0� o S U F F O L K COUNTY, NEW YORK
G y
S.C. TAX No. 1000- 126- 10- 1 .6
01DN/LINgs, LTD ZZ o5N 01 SCALE 1 "=40'
SEPTEMBER 119 2007
FEBRUARY 25, 2009 ADDED WATER LINE
AUGUST 30 2016 UPDATE SURVEY
OCTOBER 19, 2019 UPDATE AND ADD PROPOSED HOUSE
N \ N OCTOBER 15, 2020 REVISED PROPOSED HOUSE
0, oe� MARCH 22,62022 ADD UTION PROAPO ED ION GARTAGE
O�� JANUARY 23, 2024 FINAL SURVEY
N \ '�.\ �1� FEBRUARY 2, 2024 REVISE PER S.C.D.H.S. NOTICE 02/02/2024
\ S Y FEBRUARY 17, 2024 CORRECT ELECTRIC LINE LOCATION
JULY 17, 2024 AS—BUILT SURVEY FOR GARAGE
\ F�N�W,ON• �,�
\w 0 AREA = 86,131 sq. ft.
y \� 1.977 ac.
��• \\ °` �` CERTIFIED TO:
ANDREW deLANNOY
� BARBARA deLANNOY
\\ god uNKG6 �` o NOTES;
y \ N N nn x I C 0 1. THIS PROPERTY IS SHOWN AS LOT 2 ON MINOR SUBDIVISION MAP `LAUREL ACRES'
APPROVED BY THE TOWN OD SOUTHOLD PLANNING BOARD ON FEBRUARY 7, 1977
O COS
� �(al to
100
GO
;n'Dyc
` '� SEPTIC SYSTEM TIE MEASUREMENTS
y la a�
234clo oN No Co' HOUSE HOUSE
N� s {I, CORNER QA CORNER�B
O'o,1g '
CNN uNK �� vlo°o 05k :� a \c A- SEPTIC�,� SEPTIC TANK . ,
c. oe OUTLET COVER 15.8 18
\eb h�NR AX 103 ; 0LEACH r
COVERIN; POOL 28.5 28
�p// 12• W 3 \�f <v \\
LEACHING POOL 28.8' 17'
S K • Q ; ; FpONO NON r.5�FF
�� �q�`� �, _ GONG• �.W.
Ilk
�c G
N C��\
1 , �-t- o
�
too
O O
try Not 1 %� y t�
d! C1
I I
d F
1Z5O � � 1 j pop �
I I
�
I
�' FONON \\�`6
d \\ \\
2
• \ \ \ ��
��is N/' �����• � $ \\ \' I ��
\ �1• �' 'o c� \ i i OD �\
GRAVEL ]
DRIVEWAY Nm
' N O�
Y zo
� 6� H G�y
0
17
4
N N F" \ owEy c wa
n CONC.DRNEWAYy 4 \\ VS�S N/0/�sE$$EEL �f
GEORGOL
s
+_4,'_
k
N
4 I \ N
a
y O
C cT
O
O. y� \
PREPARED IN ACCORDANCE WITH THE MINIMUM
x STANDARDS FOR TITLE SURVEYS AS ESTABLISHED
y BY THE L.IAL.S. AND APPROVED AND ADOPTED
FOR SUCH USE BY THE NEW YORK STATE LAND
TITLE ASS` I
OF NF Ali
�ti •o` g'� O � r A
o
0.
2 0 ,,
J�o �P--�, '�<>r �A4 •5V� e'' N.Y.S. Lic. No. 50467
UNAUTHORIZED ALTERATION OR ADDITION
TO THIS SURVEY AG QJ OLATION OF
SECTION 72099 OFISTHE"NEW YORK STATEEDUCATION LAW. Nathan Taft Corwin III
COPIES D SURVEYOR S SURVEY MAP NOT BEARINGTHE LAN 'S Land Surveyor
pF� SEAL OR
EMBOSSED SEAL SHALL INOTDBE CONSIDERED
r4, TO BE A VALID TRUE COPY.
CERTIFICATIONS INDICATED HEREON SHALL RUN
V ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isaksen, Jr. L.S.
IS PREPARED, AND ON HIS BEHALF TO THE Joseph A. Ingegno L.S.
TITLE COMPANY, GOVERNMENTAL AGENCY AND
/'1 LENDING INSTITUTION LISTED HEREON, AND Title Surveys — Subdivisions — Site Plans — Construction Layout
�/y TO THE ASSIGNEES OF THE LENDING INSTI-
TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727
THE EXISTENCE OF RIGHTS OF WAY OMCES LOCATED AT MAILING ADDRESS
AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16
ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947
DELANNOY RESIDENCE
NEW GARAGE
ARCHITECTURAL ABBREVIATIONS LEGEND + RAH, HI , '� 7217 Peconic Bay Blvd
ABBR DESCRIPTION ABBR DESCRIPTION ABBR DESCRIPTION LAUREL, NY 11948
AC AIR CONDITIONING F.O. FACE OF R RISER
7217 PECONIC BAY BLVD
ACT ACOUSTIC CEILING TILE FS FINISH SLAB R= RADIUS EQUALS LAUREL, NY 11948
ADJ ADJACENT FT FOOT;FEET RA RETURN AIR
AFF ABOVE FINISHED FLOOR GA GAUGE RAD RADIUS;RADIATOR
APPROX APPROXIMATELY GALV GALVANIZED RB RUBBER BASE ARCHITECTURAL SYMBOLS LEGEND
ARCH ARCHITECT,ARCHITECTURAL GC GENERAL CONTRACTOR RD,FIND ROUND SHEET INDEX
PaulRiceArchitecture 350 EAST 54TH STREET
@ AT GO GROUND REF REFER T0;REFERENCE SYMBOL DESCRIPTION
NO TITLE SUITE 2A
& AND GFI GROUND FAULT INTERRUPTER REFRIG REFRIGERATOR
ROOM T-001.00 PROJECT&SITE INFORMATION NEW YORK, NY 10022
BB BASEBOARD GL GLASS REG REGISTER NAME TEL 917 602 9775
BO BOARD GWB GYPSUM WALL BOARD REINF REINFORCE ROOM TAG:NAME,NUMBER,&AREA A-201.00 CONSTRUCTION PLAN
BTW BETWEEN HD HAND;HEAD REQ'D REQUIRED SF A•301.00 ELEVATIONS&SECTIONS email: price@paulricearchitecture.com
CONSULTANTS
BLK BLOCK HDWR HARDWARE RES RESILIENT ERG CONSTRUCTION
B.O. BOTTOM OF HM HOLLOW METAL RET RETURN EX'G CONSTRUCTION TO BE REMOVED
BR BRIGHT HOA HEIGHT OVERALL REV REVEAL
BOT BOTTOM HORIZ HORIZONTAL RM ROOM NEW CONSTRUCTION
BEY BEYOND HT HEIGHT RO ROUGH OPENING I NEW CONCRETE CONSTRUCTION
CAB CABINET HVAC HEATING,VENTILATION& SCHED SCHEDULE ----------- OVERHEAD
CARP CARPET AIR CONDITIONING SEC SECTION
CAT CATALOG INCL INCLUDED SIM SIMILAR -------------------------- HIDDEN BELOW
CBB CEMENTITIOUS BACKER BOARD JT JOINT SLNT SEALANT CENTER LINE
CEM CEMENT L LENGTH SOFF SOFFIT
CFM CUBIC FEET PER MINUTE LACQ LACQUER SP STARTING POINT
CHR CHROME LAM LAMINATED;LAMINATIONS SPEC'D SPECIFIED
IX'G DOOR
CL CENTERLINE LAV LAVATORY SQ SQUARE
CLG CEILING LIN LINEAR SS STAINLESS STEEL
CLR CLEAR LT LIGHT ST STRAIGHT
COL COLUMN LOA LENGTH OVERALL STL STEEL
COMB COMBINATION MANL MANUAL STOR STORAGE NEW DOOR
CONC CONCRETE MFR MANUFACTURER STRUCT STRUCTURE;STRUCTURAL
CONST CONSTRUCTION MARB MARBLE SUSP SUSPENDED 0 DETAIL REFERENCE:
CONTR CONTRACTOR MAX MAXIMUM T TREAD
A0.0 DISPLAYS DWG NO&SHEET NO THE PROPERTY IS LOCATED IN
CP CENTER POINT MECH MECHANICAL TEL TELEPHONE
CT CERAMIC TILE MID MIDDLE TEMP TEMPERED R-80 ZONE RESIDENTIAL LOW DENSITY 2 ACRE
D DEPTH;DEEP MIN MINIMUM THK THICK;THICKNESS
DEPT DEPARTMENT MISC MISCELLANEOUS T.O. TOP OF
DIA DIAMETER MLWK MILLWORK TOA THICKNESS OVERALL 000 WINDOW TAG: GEOGRAPHIC AND CLIMATE CRITEREA:
ON DOWN MO MASONRY OPENING TLT TOILET
A REFERS TO WINDOW SCHEDULE 130 MPH WIND SPEED,
DMPR DAMPER MTD MOUNTED T.O. TOP OF
GROUND SNOW LOAD: 20 PSF,
DR DOOR NC NO CHARGE TOS TOP OF SLAB;TOP OF STEEL WALL TYPE INDICATOR SEISMIC: 'B' CATEGORY
DTL DETAIL NEG NEGATIVE TR TOP OF REGISTER A
DW DISH WASHER NIC NOT IN CONTRACT TYP TYPICAL
DWG DRAWING NO;# NUMBER UC UNDERCUT REVISION MARKER LIVE LOADS R301.5 OF NYS RES CODE
Q
EA EACH NOM NOMINAL UNO UNLESS NOTED OTHERWISE 0
ELEC ELECTRICAL;ELECTRIC NTS NOT TO SCALE VCT VINYL COMPOSITION TILE
ELEV ELEVATOR OA OVERALL VB VINYL BASE NO. DATE REVISIONS
ENCL ENCLOSURE OC ON CENTER VEN VENEER
TABLE R301.2(1)
EO EDGE OF OD OVERALUOUTSIDE DIM VERT VERTICAL
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
EQ EQUAL;EQUIVALENT OPP OPPOSITE VEST VESTIBULE
EQUIP EQUIPMENT OP'G OPENING VIF VERIFY IN FIELD SEISMIC
ECG EXISTING PART PARTITION;PARTIAL W WIDTH WIND DESIGN DESIGN SUBJECT TO DAMAGE FROM ICE BARRIER
GROUND SNOW WINTER FLOOD AIR FREEZING MEAN ANNUAL
ENG ENGINEER PL PLATE W/ WITH CATEGORY UNDERLAYMNE
FD FIELD DIMENSION PLAS PLASTER WD WOOD LOAD DESIGN TEMP T REQUIRED HAZARDS INDEX TEMP
FF FINISH FLOOR P LAM PLASTIC LAMINATE W/D WASHER&DRYER SPEED(MPH) TOPOGRAPHICWEATHERING I SPECIAL WIND WINDBORNE FROST LINE TERMITE
FIN FINISH PLY PLYWOOD WIN WINDOW EFFECTS REGION DEBRIS ZONE DEPTH
FIX FIXTURE POL POLISHED WC WATER CLOSET 20 PSF 132 mph NO NO NO NO SEVERE 3'-0" MODERATE 15 NO NO 510 52.2
FLR FLOOR POS POSITIVE W/0 WITHOUT
FLUOR FLUORESCENT PRELIM PRELIMINARY WPF WATERPROOF
PTD PAINTED
4=0
W � W
� w
E—I MAP OF SECTION ONE ��yy
"PROPERTY OF GEORGE I TUTHILL & OTHERS"
N/0/F FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY
HOMAN REALTY, INC. ON JANUARY 15, 1929 A5 FILE No. 861
DWELLING Q BRAY AVENUE
USES PUBLIC WATER N/0/F w
RICHARD HOMAN
w VICTORIA HOMAN N/0OL � PROJECT NORTH 3_
� m O DWELLING CAREY GOLANEC
o & PAUL GOLANEC
x USES PUBLIC WATER DWEWNG 2.
3
z USES PUBLIC WATER I" x DWELLING
1- 1. 09.18.2023 ISSUED FOR FILING
I x('�, USES PUBLIC WATER ��^� NO. DATE ISSUED TO
20wo " LOT 85 M��) zo 96
LOT 86 oz LOT 4.4
Z:- V L V F� O
Z
FENc �8 � S 19'S6'20" E " �z FRAME BUILDING 6'E =0 4 46 .28' LOT 97
,N LINK FENCE 0.4'N. 0.6'E 000 20 I�
GATE _ CHNN LINK FENCE GATE
�W o w I P z� ;
Z� wwo Zm m
�o N I-,o
i z PROJECT
N o CD
}` L ; Grave!Driveway
N GARAGE W ww 7 DELANNOY RESIDENCE
Cq 7217 Peconic Bay Blvd
o " ' LAUREL, NY 11948
13 V-2" W m p aC
W d
u Z 'n O V
}` 26T-7" = v Ad '0,`
p U�u)z HJ a 255'-7�, ��� S,
Q►'4 0L4 "a PROPOSED vLL'j m .. c ?� �� �6 SHEET TITLE
w
x w S 20'04'50" E 354.46' PROJECT S- SITE
�! .:" O .
jZ Z POOL �- � ��R � W- 0 2s _�--- ---- --� ��
O a►m$ K'., Q x ---- w w w w w
a o N >Nj o' FOUND 25' WIDE RIGHT OF WAY 0' INFORMATION
A cwi W �G �i $,;a= 0 H UNK fFNCE w ^ CONC. P` PY On1 ZB�1
j�o W o y''`"`y 12'50" E w "- w 'oo N 20'04'50" W 400.16' y ry Bidg De co from
G]' I S 29 w -� w plTn ROADWAY
�o N oyo Final reviewed documents
X_ , I �'_ GRPIE g8.97' o� ��'6 O ZBA File
z0 � � &xegSOTAa ASpHA► N 29.1250' W tioJ -0 Date
1 � ,
pROP��
S� 2-
Ud
2p4-2 WXZm
TEL D . O f pmri
-•� 23 4�O•�G = Q W 0 � SEAL AND SIGNATURE DATE
W �X
\p V
o �� w o NG ; �,E D PROJECT NUMBER
o N ,
0
V1
o Ip IERM HpgCH I - �(`G^QPJN c`�a[4 /Cj�0 DRAWN BY GD
N o LINDA SITE PLAN
o n u pIIILL gERIRANS p' { REVIEWED BY
PR
w..o^ O ,
! --40,-O„ -' � .g I �,. SHEET NUMBER
Z � NG 1 (P �.
►9127 WELD
Z N N/o/
� 2 F
DENSTON >fi T-001 . 00
z I{ENNETH ....,,�mn*T
F N E\N I _7
O CAD FILE
PaulRiceArchitecture
DELANNOY RESIDENCE
NEW GARAGE
7217 Peconic Bay Blvd
LAUREL, NY 11948
ROOF RIDGE
17'0"
12 12
10 10 PaulRiceArchitecture 350 EAST 54TH STREET
SUITE 2A
NEW YORK, NY 10022
TIE BEAM TEL 917 602 9775
email:price@paulricearchitecture.com
CONSULTANTS
12
4
ROOF SYSTEM
W 4"POST
a GUTTER
CD
B.O.EAVE c � c
8'-60" z----------------------------------------- -- --------- --------------------------------------- - ----------------------------------------------------------------------------------------------------------------------------- ------------- -- Fo.-
-- ------- -------;�------------------
i
LL
11-011
0 0 00
N
n
2"x 4"STUD o
EO
2"X6"PLAT
4"CONCRETE PAD NO. DATE REVISIONS
GRADE °O °°
0'-0" ---------------------------------------- -------------v ---------------------------------------------------------------------------------------------------------
8.
8"POURED I I
99 CONCRETE o I l
FOOTING
----------t---' .�. +--E----------------------------------------------
o I I
FOUND I
0'-0"
2'-0"
—4—V-0"x 2'-0"POURED
CONCRETE FOOTING SECTION/ELEVATION
SCALE 1/2" = 1'-0"
2 2 2
.30 .30 IF N.30
22!-0" 22'-0" 2214"
- r-- --------------------------------- T04 ------------------ --i
`- ------- I I 1 i
-
r-------------------------------------------------
I
3.
1 I I3.
I I I I
I I I I 2,.
1. 09.18.2023 ISSUED FOR FILING
I I I
I I NO. DATE ISSUED TO
_ I I
4 2 X 8 TIE BEAMS I At
I I I I I N @ 4'-0"O.C. 1
I I I I I 1
I 1 I
1'-0" j "dia STEEL I "dia STEEL
1 _ I -------' COLUMN I 1 ` i------ COLUMN i PRorecr
N _ N 4°CONS. N DELANNOY RESIDENCE
_------- — --{ I N 4 ------- --i I 1 I PAD I I N 4 ------- —�— I N
l ———— 1 ------1 2x8 2X8 I N 4 7217 Peconic Bay Blvd
.30 ; .30 ' @ 16'D.C. @ 1 D.0 i ,30 LAUREL, NY 11948
I I I I 1
METAL -
3 ROOF ; 3 i I i i 3 i ---------- '
I
.30 .30 1 1 , , .30
I 1 I
ENTERLINE I GARAGE I '
I
I OF MUDROOM .j I 100 I SHEETTITLE
j 1'-0"x 2'-0"8"POURED DOOR o
------- — —� ------ -- 1 CONCRETE FOOTING I I 1
CONSTRUCTION
I 1
I 1 1 I ------- --'1 — N 14"CONC.
' FOUNDATION fit-
' --------
' ' I ------ -I I I 1 I PAD I I BldgDept copy from ZBA
I I I Final reviewed documents
' I 1 8"POURED CONCRETE 1 I I ROOF P LA N
FOUNDATION ' I I I
ZBA File �^`I
1 _ --- - ---------------- I I I I I Dater/J
1
I = I o L- -------------, I I
1 i 1 c I I
o L w --- 1 1(2)14 ML
------- ------------------------------ L- --------------
6'-011 '- " 16'-0' 6'-0" 16'-0'�
SEAL•AND SIGNATURE DATE
1 1 1 101
PED a�C PROJECT NUMBER
.30 .30 .30 O �C�� J�c���o<< 'SiJ DRAWN BY
�- G D
4'C �-A REVIEWED BY
PR
ROOF PLAN FOUNDATION PLAN CONSTRUCTION PLAN
SHEET NUMBER
SCALE 1/4" = 1'-0" SCALE 1/4" = 1'-0" SCALE 1/4" = 1'-0"
°'°F9'-, ��� A-201 . 00
OF NEB
-T CAD FILE
PaulR.iceArchitecture
DELAN NOY RESIDENCE
NEW GARAGE
7217 Peconic Bay Blvd
LAUREL, NY 11948
PaulRiceArchitecture 350 EAST 54TH STREET
SUITE 2A
NEW YORK, NY 10022
TEL 917 602 9775
email:price@pauldcearchitecture.com
CONSULTANTS
METAL
ROOF
METAL
ROOF
METAL
ROOF
0
00
103
o
�C SIDING �C SIDING RD�
I 60,
I- - - - - - - - - - - - - - - - - - - - J L- - - - - - - - ---- - - - - - ---- - - - -I - -I
NO. DATE REVISIONS
SIDE ELEVATION SIDE ELEVATION
SCALE 1/4" = 1'-O" 4 SCALE 1/4" = 1'-0"
3.
3.
2.
1. 09.18.2023 ISSUED FOR FILING
NO. DATE ISSUED TO
12 12 12
o�
12 104 � i V 102 a10
1 --
\� \\ 12 12
a4 4�
PROJECT
�t:LAP6NARB SIDING DPELANNOY RESIDENCE
7217 Peconic Bay Blvd
LAUREL, NY 11948
101
CLAPBOARD 0 r, CLAPBOARD
SIDING SIDING SHEETTITLE
ELEVATIONS
Bldg_=DeottFinalF3A 60Date
o
- - - - - - - - - - - - - - - - - - - -1 - - - - J— - - - - - - - - - - - - - - -i
SEAL AND SIGNATURE DATE
�ED A�C PROJECT NUMBER
�C J4GARRo44 � DRAWN BY
t<` G D
L �� REVIEWED BY
�k I PR
�� * SHEET NUMBER
BACK ELEVATION FRONT ELEVATION �'
SCALE 1/4" = 1'-0" SCALE 1/4" = 1'-0"
01.96g4., �o�� A-301 . 00
OF NEVI
CAD FILE _T
PaulRiceArchitecture
DELANNOY RESIDENCE
NEW GARAGE
ARCHITECTURAL ABBREVIATIONS LEGEND ' 1,: 7217 Peconic Bay Blvd
ABBR DESCRIPTION ABBR DESCRIPTION ABBR DESCRIPTION LAUREL, NY 11948
7217 PECOIVIC BAY BLVD
AC AIR CONDITIONING F.O. FACE OF R RISER
ACT ACOUSTIC CEILING TILE FS FINISH SLAB R= RADIUS EQUALS LAUREL, NY 11948
ADJ ADJACENT FT FOOT;FEET RA RETURN AIR
AFF ABOVE FINISHED FLOOR GA GAUGE RAD RADIUS;RADIATOR
APPROX APPROXIMATELY GALV GALVANIZED RB RUBBER BASE ARCHITECTURAL SYMBOLS LEGEND
ARCH ARCHITECT;ARCHITECTURAL GC GENERAL CONTRACTOR RD,FIND ROUND SHEET INDEX
PaulRiceArchitecture 350 EAST 54TH STREET
@ AT GO GROUND REF REFER TO;REFERENCE SYMBOL DESCRIPTION
NO TITLE SUITE 2A
Fr AND GFI GROUND FAULT INTERRUPTER REFRIG REFRIGERATOR
BB BASEBOARD GL GLASS REG REGISTER ROOM T-001.00 PROJECT&SITE INFORMATION NEW YORK, NY 10022
NAME TEL 917 602 9775
BD BOARD GWB GYPSUM WALL BOARD REINF REINFORCE ROOM TAG:NAME,NUMBER,fr AREA A-201.00 CONSTRUCTION PLAN
BTW BETWEEN HD HAND;HEAD REQ'D REQUIRED SF A-301.00 ELEVATIONS @ SECTIONS email: price@paulricearchitecture.com
CONSULTANTS
BLK BLOCK HDWR HARDWARE RES RESILIENT EX'G CONSTRUCTIOV
B.O. BOTTOM OF HM HOLLOW METAL RET RETURN r— , EX'G CONSTRUCTIO1 TO BE REMOVED
BR BRIGHT HOA HEIGHT OVERALL REV REVEAL NEW CONSTRUCTION PP VED AS NOTED OCCUPANCY OR
BOT BOTTOM HORIZ HORIZONTAL RM ROOM R USE IS UNLAWFUL
BEY BEYOND HT HEIGHT RO ROUGH OPENING I--� NEW CONCRETE CONSTRUCTION �A B.P. v
CAB CABINET HVAC HEATING,VENTILATION a SCHED SCHEDULE ----------- OVERHEAD FEE BY, A N UT CERTIFICAT
CARP CARPET AIR CONDITIONING SEC SECTION
CAT CATALOG INCL INCLUDED SIM SIMILAR -------------------------- HIDDEN BELOW NOTIFY BU LDING DEPARTMENT AT DF OCCUPANCY
CBB CEMENTITIOUS BACKER BOARD JT JOINT SLNT SEALANT —-— -—-- CENTER LINE 631-765-1802 8AM TO 4PM FOR THE
CEM CEMENT L LENGTH SOFF SOFFIT FOLLOWING INSPECTIONS:
1. FOUNDATION-TWO REOI IIAEO
CFM CUBIC FEET PER MINUTE LACQ LACQUER SP STARTING POINT FOR POURED CONCRETE RETAIN STORM WATER RUNOFF
CHR CHROME LAM LAMINATED;LAMINATIONS SPEC'D SPECIFIED 2. ROUGH-FRAMING&Pi.OI -I"a
CL CENTERLINE LAV LAVATORY SO. SQUARE EX'G DOOR PURSUANT TO CHAPTER 236
CLG CEILING LIN LINEAR SS STAINLESS STEEL 3. INSULATION 4. FINAL-CONSTRUCTION MUST OF THE TOWN CODE. All exterior lighting
installed, g
ns
CLR CLEAR LT LIGHT ST STRAIGHT BE COMPLETE FOR C.O. , replaced or
COL COLUMN LOA LENGTH OVERALL STL STEEL ALL CONSTRUCTION SHALL MEET THE-: repaired shall conform
COMB COMBINATION MANL MANUAL STOR STORAGE REQUIREMENTS OF THE CODES OF NEW to Chapter 172
CONC CONCRETE MFR MANUFACTURER STRUCT STRUCTURE;STRUCTURAL NEW DOOR YORK STATE. NOT RESPONSIBLE FOR of the Town Code
CONST CONSTRUCTION MARB MARBLE SUSP SUSPENDED 0 DETAIL REFERENCE'. DESIGN OR CONSTRUCTION ERRORS ELECTRICAL
CONTR CONTRACTOR MAX MAXIMUM T TREAD
A0.0 DISPLAYS DWG NOO SHEET NO INSPECTIONREQUIRED THE PROPERTY IS LOCATED IN
CP CENTER POINT MECH MECHANICAL TEL TELEPHONE
CT CERAMIC TILE MID MIDDLE TEMP TEMPERED
COMPLY WITH ALL CODES OF R-80 ZONE RESIDENTIAL LOW DENSITY 2 ACRE
D DEPTH;DEEP MIN MINIMUM THK THICK;THICKNESS � ; NEW YORK STATE &TOWN CODES
DEPT DEPARTMENT MISC MISCELLANEOUS T.O. TOP OF AS REQUIREDMD CONDITIONS OF
DIA DIAMETER MLWK MILLWORK TOA THICKNESS OVERALL 000 WINDOW TAG: SOUTHOLDTONN ZBA GEOGRAPHIC AND CLIMATE CRITEREA:
OA REFERS TO WIND0IV SCHEDULE M AIA If` 0'0_(!:O f j;;0 k-'7 �� .a 130 MPH WIND SPEED,
ON DOWN MO MASONRY OPENING TLT TOILET ODD 1 "i�"•r.�r�{jE ITEr (, rr- , GROUND SNOW LOAD: 20 PSF,
}
DMPR DAMPER MTD MOUNTED 10. TOP OF
DR DOOR NC NO CHARGE TOS TOP OF SLAB;TOP OF STEEL SorCM vm ` STEES O':FOJiti�ATID��LO ,;IC}"1 TRUSS pLACARDING REQUIREDSEISMIC: 0E3" CATEGORY
DTL DETAIL NEG NEGATIVE TR TOP OF REGISTER AO WALL TYPE INDICATOR � f.,�As SEEN�,rPhOVcD. ,
DW DISH WASHER NIC NOT IN CONTRACT TYP TYPICAL eJIUIa Hry
DWG DRAWING NO;# NUMBER UC UNDERCUT REVISION MARKER
EA EACH NOM NOMINAL UNO UNLESS NOTED OTHERWISE 0 LIVE LOADS R301.5 OF NYS RES CODE
ELEC ELECTRICAL;ELECTRIC NTS NOT TO SCALE VCT VINYL COMPOSITION TILE
ELEV ELEVATOR OA OVERALL VB VINYL BASE NO. DATE REVISIONS
ENCL ENCLOSURE OC ON CENTER VEN VENEER
TABLE R301.2(1)
EO EDGE OF OD OVERALLIOUTSIDE DIM VERT VERTICAL
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
EQ EQUAL;EQUIVALENT OPP OPPOSITE VEST VESTIBULE
EQUIP EQUIPMENT OP'G OPENING VIF VERIFY IN FIELD SEISMIC
EX'G EXISTING PART PARTITION;PARTIAL W WIDTH GROUND SNOW WIND DESIGN DESIGN SUBJECT TO DAMAGE FROM ICE BARRIER
CATEGORY WINTER UNDERLAYMNE FLOOD AIR FREEZING MEAN ANNUAL
ENG ENGINEER PL PLATE W/ WITH LOAD DESIGN TEMP T REQUIRED HAZARDS INDEX TEMP
FD FIELD DIMENSION PLAS PLASTER WD WOOD
FF FINISH FLOOR P LAM PLASTIC LAMINATE W/D WASHER£r DRYER SPEED(MPH) TOPOGRAPHIC SPECIAL WIND WINDB WEATHERING ORNE FROST LINE TERMITE
FIN FINISH PLY PLYWOOD WIN WINDOW EFFECTS REGION DEBRIS ZONE DEPTH
FIX FIXTURE POL POLISHED WC WATER CLOSET 20 PSF 132 mph NO NO NO NO SEVERE 3'-0" MODERATE 15 NO NO 510 52.2
FLR FLOOR POS POSITIVE W/O WITHOUT
FLUOR FLUORESCENT PRELIM PRELIMINARY WPF WATERPROOF
PTO PAINTED
E-I MAP OF SECTION ONE V ' F
PROPERTY OF GEORGE I TUTHILL & OTHERS"
N/O/F FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY [�
HOMAN REALTY, INC. ON JANUARY 15, 1929 AS FILE No. 861 L '
ran
DWELLING
USES PUBLIC WATER Q N/a/F BRAY AVENUE
�j RICHARD HOMAN lit '
F--I & VICTORIA HOMAN CAREY/GOLANEC PROJECT NORTH 3.
W O DWELLING & PAUL GOLANEC 3.
x � USES PUBLIC WATER � DWELLING 2.
USES PUBLIC WATER DWEWNG •�'
1. 04.16.2024 ISSUED FOR FILING
W 3 Y O H USES PUBLIC WATER �i^� NO. DATE ISSUED TO
o c " LOT 85 � o
z LOT 86 z a LOT 96 r
rn o
V 1 B'E ?z 46 .2$' LOT 97
FEN C oo o S �90 56'20" E U FRAME BUILDING
,N LINK FENCE 0.4'N. 0.8'E. ow L)
GATE, - CHAIN UNK FENCE #ATE
o � P
p N O
h PROJECTr
Ln
6 0 : Gravel CrlvewaY a !ll���•���
N ,� t7 DELANNOY RESIDENCE
ww 72117 Peconic Bay Blvd
Z L) N. LAUREL NY 11948
mS
131'-2" „:
Ot1No ` k EIE lk l, _
If1�
263'-7" 'os• 'y
gg
O _ pOc,''''I = 255'-7" 2��, I OOO Y'6� J' SHEET TITLE
f
x�� ''� PROPOSED t"II CD 0 3 --' .d
vj POOL 0- k ° I C f 231.23' _ S 20'04'S0_E
oa Wo o �« I, _� -- W W -�- w w °'� W PROJECT E - SITE
ti N \ V' i C _���
''' r7 w w 25' WIDE RIGHT OF WAY 0�
v INFORMATION
or �'a Z ,I # o E �t� FOUND
�Q'a v cc I I Rt I I O HA1N UNK FED o CONC.
I t
wm ►� 1- J E
!! w zU
ohs i 'ttg 'sss I S 29•12'50" E w --_' WAY oo N 20'04'50" W 400.16' pZ
�]. wo 3 '16,,, I i ..- w w T, plRr RO
GMYELAD N g8.97'
OZ o `. ✓� p . PAP-- yy1GE pgPHA1 N 29 12'50"
4; c2x ww333
DOD FFHCE' QT c oa wX �C$�2
TEL, SEALAND SIGNATURE DATE
LaJ Box 2p423
�a o o U; �229 0.26 coo
2
p i�* t U
U. pWEL ING PROJECT NUMBER
a 1 o N , �co'CE�ED qF'i�,
•— U p r 0/r' �� �1�GARRO4 ��� DRAWN BY
$N N/ pNSHAHCH1
ICE CHI t,n �0 (�` G D
emu, 1 N M pI•IILLIp MANSHAH �1 c� C� ��.{ REVIEWED BY
w� 1 0 1�IJ LINDA gER SITE PLAN * �t.• °''., PR
SHEET NUMBER
Z � I 1 40'-011
'�►� W pWE1lING
12,50
„ ':..,,�1:,-t�
Z 14 29 NIOIF ON 1
�U KENNETFI DENmm��r T-00 1 ■ 00
p ^ O� �� CAD -T
FILE
PaulRiceArchitecture
� " l
DELANNOY RESIDENCE
Joint DciastA4ra #Jsl3 Spas Nall s#ocbv - - • NEW GARAGE
ROOF FFt�r.11r,rG i o^T I��i iu a*n ry "AT
• y 7217 Peconic Bay Blvd
11.0.erto Tap Maio(Tor-ne:ed� w .13d per rewtcr 25'
c x!„ W;,Ott f`'� LAUREL, NY 11948
sa Lf U GP t`lti10
Ce'rn Jor:t to Top F°10 (Toe-nallod) 3- d parr)a'.st Klu "�,.r a000""WNT
Ce'Tn�Joist to Purxi nee RaMor(F'ac*-nail 3.16d w4h lay 1rlxrxl,��r�a
+:
Cemnq Joist Nips over Porlllrvaa (Face--r.alled) 4 . 16d eel lap
c4Axr 71a to aormr(Piicc-na td) 2-8d PCf 00 '`ti rfmA p uM34
137ockS , No R-Aar(Toe-nadad) 2-8d each endE "t.AruS14r-"AAn E + l�
i lm Board la FLarer(End na!'ad I� 2.16d eta nd CLrr""".F*arA" --r'r+rca«a rNsrtit,
Gw fills
1#a w.0 tear D%V ( 4Ci�t swrw*0 it 11 C:
VIA"FpN0 Paul Ric eArchite cture 350 EAST 54TH STREET
Tap N ale teTap Plata(17-i a•mNd) •2•turd ' prr toot —1//
- � •'. SUITE 2A
Top rntri at tmemettlons(race-harm) 4•.6:1 Iolnts-efc'i slda t ALS"r•s�c•►�T /' �r'enwts,�a NEW YORK, NY 10022
r r Iµ,7FTiI"s^nr M TA�t1.11 C4F•a4G+�
Saud to 5 IL,d(Peccr.etled) 2-1Gd �"ex- wwa,�w.+u. rv4tsel roitAT 1A,IIN"+aa•t�aACIE TEL 917 602 9775
' 1"IITt]+t7P1 CClvl.Gr IU4 VA T04,*19U6r
Fiaarderlca Hcodar(Fete-nalled) 10d 16 0,r_atang ied9cs ' �AUX.►M email: price@paulricearchitecture.com
CONSULTANTS
Tap rr Oollom Plata to Stud,(End-riallled) 2. 16d perFJr4 chm, tas+�x ioaoeaJr-
2-
iais PE!tW 5110 "Alt
2- M Prr W slW
W°t.,'mLS A;&
r+tirnto4 cek /lncaa+�rT + !Y£1r�,N 4Jy.,R1°I
+ slAr�dM I�.CG f1+ST ►.Uft K 1,67 2 JIIt 7'C?TT Mx u sour ta! C
N;c,tcm ia'Wm to Plow Jot-.l,B,ndV.-1,Es"-.t rtr Plocklnv(F"a .r�r�"ltd 2 16 N r t cr kcal � ()?r 0 C'
rNn SArt pr?%OVIA o-TYr,
, Fl.D DR FW1.:hY] tit�.+ia,.'r•�'. __,..,._�_.___ : _ - - _ __
Jt1s110 SIPTo;I Nita or Gtrc e;(1•ue-r.�'1r'd 4 t per +,rt o''r�TOP r�rwoa f►, .^ s = __ --_ -
B&C"tng to Je Lt(Ton-nA0t•dl 7•$d each erd r+:r]rrnc.,_. . IMAM TD+.¢aTuw - --
�.ka��SJr•p to,�:t(Tao-nnllCd) 2-�d �eafi Cod :r.R:� '
•!1•YFMLl
Slack q to Sm or Top Palo (Too-mllcd) 3.1Ed each Vock Ito.Iva now
t•t: rr$trip to Se- m(r act+-Aa;cdj 3.16d a )atst L Q gr c c
.kohl an t""per 1d Rcam(Tve-naN^+d) ' 3-Ed per�l.t ,+MCI .�f
15-;id Jd'.I 10 d5l(End r�,�1 3.1td C�r(olst V L+�.11,10 n�rr — �+
8n nd M 1 to SIP or Top Pin la (Toe-nal'ed') 7.16d per goat • -
�Irue-11U.A P.1 r,a t9 d 41,ox,,pnrimeter 2.ene = _ n__ _ _ __ _ Too ew rta>,►a�xrx*
i- f :+ne1 w►s VtAnitaaTOSAU F ATZ _
i?"ta. Nrr[t'r14Fia1�av,oi „Lr"_a:rr ga►wa4•nc : -- •.,�. ,. r :=^� --- ,q
autCTFerimCfCrart.• .R `+..�Ty0 4 MIL KA'E ; ��.}' '�r�,� r� t•_ :M,��;:► �`'`•:.•%' �
•:11'F1.r,1i7'aL ;�_ s , ,.:+ i S.rw-• ;: Mr 901Tow
iv* 4UtTE1'Yallbt7rlfd y r.,+eC'[�xtH •'t mF �CEN.►+tila�x -.;; "'' '.a� v:+.t w=,�.; ,. •r r {r.:•�. t' ••� °J.. ir=
w .Lsli YHlrav SECTION ELEVATION
Mirmiumt re+nals �+d gl'a.c pedr`nr ller zona i Woo[), HEADER SCHEDULE 112' QIA GALV M!ACHI NE BOLT
#Mrs e4 pancilt W V` AS H ERS 12"OC
12'a.o Nrlor"►or at panel
aerrotparS�rw+lArmnn ICE SPAN 0IM'L LUMnF-R EWINEERED L�Jf�, 13ER
Flborbaud ronal's 3s* G
7110• oil �"edpo r a,Pero L•1 0'-0'TO 4'-0" 12) MIS
25137 —N .....
L•2 -.0"TO ��r"-0' 121 10'S �.+.�,. ...�.. ...� ,
L-3 61-0'TO 7.00 (2) 1 3/4'X 9 1 2' Ll Yry NOi. DATE REVISIONS
PnrMehonrd i'nnah gld 0,o.m jx±lk e•loc rain L-el 91•011 TO 11'-011 (2) 13140 X 11 7/E"LVrl
4 mtr' vorparwes. I.•5 1 f'-0'TO 1 •0' �
1:'a ,a tnl rlfir r i tti•"rnfit (2) 1 3/4-X 1�4' LU'L
out of prrlrnetat z0ho SIDE VIM
rl non trsra►Yar.^ 1 IV1H HEADER SIZE: (2) 2X6
$InlciUrat F'ar MIN TRIMI°,IIEA STUD 13FAR11`113; 1 1/2' LVL. BOLTING DETAIL-
11*or Imm V advo1120fxW .. PnDMDr- Cr0PFFIE STURS T ' SCALE y'
' gm alce Ghntn 1' Ind Q•Edam I V OKI
ImmAp ra*Utrommhls mm gated tan wtill shea'.hlnq noticd C",on<*nlar*1 gna p3 ml ed,ptt, Lrvfalt 0molh"np 1,naPlad
3•aa'rrnri.r-r ul Ott Puna:.adga 10 n&m'.n 10pber thaar mpar-Ijas,nnrpna requirrr arAs for rllAkILVal mate,"•I0rc
bm doubted.or nttomc�1��rtrloclnts,sUell ere e:tlerrr Fdp1r+� +00 be uead 10 OU-11.11e10 UJ a 1n.11 pr-11h.
."INMn tw:rll Ovaita"jV is c,ontbjuar-j wm' recirtnonctrtl mnn-4 ear,the is+atalated nirmtwr of nOr:,Fi'mllm pale-rPlud tea
tap rr duced iQ ! • 10d ItImV partoot. [
r}
EGA LIE ROM F nP POUFS hT tmi Pr E#,*i ,wN E•t'O.-G.AY
. y 10• Alt,Men PO TiONS OF KDOF,MT.)
1D"; psi„
3.
' -- - -
y�. 3.
a 2
1. 04.16.2024 ISSUED FOR FILING
• '~ • NO, DATE ISSUEDTO
PA MIDE 0114A LS C'4 O.C.AT PC711t+1>r Mq AM I?7.MCI it
6 s 4.S' PD.;7oNS CF T1A11Et„^@'a Mkil 1 PRESSURE'
L
• , rV OMT m-4 g'7'"IN ALL GJ4,= PROJECT
CACLE 1 00r-S
-ia�4 osLLsy DELANNOY RESIDENCE
7217 Peconic Bay Blvd
COMPONENT AND CLADDING PRESSURE ZONES LAUREL, NY 11948
SHEET TITLE
DETAILS
SEAL AND SIGNATURE DATE
^\"-,`n�D ^�C PROJECT NUMBER
�G J CARRp�, �/� DRAWN BY
V
Q� •�JU '��, Cr G D
O REVIEWED BY
`A PR
r SHEET NUMBER
o'a,,,.. _ .- T-002 . 00 ,
fiOF NEB�(�
CAD FILE
PaulRiceArchiteeture
DELANNOY RESIDENCE
NEW GARAGE
7217 Peconic Bay Blvd
LAUREL, NY 11948
ROOF RIDGE
17'0"
12 12
10 10 PaulRiceArchitecture 350 EAST 54TH STREET
SUITE 2A
TIE BEAM
NEW YORK, NY 10022
TEL 917 602 9775
email: price@paulricearchitecture.com
CONSULTANTS
12
4 C� (2►1 ' L
ROOF SYSTEM
cu
4"POST
a GUTTER
cm
B.O.EAVE o = o
---------------------------------------------- -- --------- ----------------------------------------- ------------------------------------------------------------------------------------------------------------------------------ ------------- -
8'-6011 z - ---------- r
J
LL
0 11-OII 11-DII
O � n
9 a O 00
CV
n
2"x 4"STUD
co
2"X6"PLATE
4"CONCRETE PAD NO, DATE REVISIONS
GRADE co
00
0'0" ----•-•---•-----•---------•-------•---•------- ---------- ----•-•-•-•-•-------•-------•-.......................--------------•-----•------•---------•-----•-----•-•---•-----•-----------•-------•--- i
811 i I
8"POUREDI I
99 CONCRETE q i I
r' FOOTING
---------- ---, ,-L--I----------------------------------------------
4 I I
FOUND
0'-0"
2'-0"
—4-1'-O"x 2'-0"POURED
CONCRETE FOOTING SECTION/ELEVATION
SCALE 1/2" = 1'-0"
2 2 2
.30 .3 0,1 F .30
22'-0" 22'-0" 22411
_ ----------------------------
Or- -------------------------------------------------------
-� r --_-_ �� ------------------ --,
Ir-----------------------------------—————————————--
3.
I ,
I I 3.
3.
2.
1. 04.16.2024 ISSUED FOR FILING
j j I i I J I NO. DATE ISSUED TO
4
4 ; 4 I I I I
I o 2 X 8 TIE BEAMS I /V
I I I N @ 4'-0"O.C. I
I I I I I
4"dia STEEL I I 4 dia STEEL
--,I �_ s I
COLUMN j I COLUMN I PROJECT
I I I I - I I DELANNOY RESIDENCE
N I I I I 4"CONC. - I I I
CD
� I PAD i q
------- -- -------4 4 7------- N I I II ------,I �2 X 2X8 � I
I o
4 7217 Peconic Bay B lvd
16"D.C. 16"D.C.30 I 30 LAUREL, NY 11948
.30
METAL 3 ROOF 3
,----------------------I
30 .30 i I i 30
I I I ENTERLINE I GARAGE
I
OF MUDROOM J I 100 I j SHEETTITLE
x 2'0"8"POURED I I DOOR
CONCRETE FOOTING I I I ( I CONSTRUCTION
------- — —i i ------- --� I
I _ I ------- T 4"ADC FOUNDATION �-
I I 8"POURED CONCRETE I
FOUNDATION I I I I ROOF P LA N
-----------------, I I I I I
---------- I �--- --------- --------------
o II =N LI _
N
I I
I `I
----------------------- ------o ----------- I I 1 (2)14 ML
L --------------------------------- -' I
L 4-----------------------------------------
6'0" 16'-0" 6'-Dn 16'�I 6'"ou 16'=D" SEAL AND SIGNATURE DATE
1O1 PROJECT NUMBER
1 1 1 �5���`�D RC'
30 .30 .30 O �� J4GARR0�1 � DRAWN BY
102 �� ��•.IL . R/, (� GD
, . .I 0,{ REVIEWED BY
14
PR
ROOF PLAN 2 CONSTRUCTION PLAN N �. j 1 . SHEET NUMBER
FOUNDATION PLAN
SCALE 1/4" = 1'-O" SCALE 1/4" = 1'-O" SCALE 1/4" = 1'-O"
-��°,,sue`%�'!�
010694 �oQ� A-2 01 . o 0
OF NEB
CAD FILE
PaulRiceArchitecture
DELANNOY RESIDENCE
NEW GARAGE
7217 Peconic Bay Blvd
LAUREL, NY 11948
PaulRiceArchitecture 350 EAST 54TH STREET
SUITE 2A
NEW YORK, NY 10022
TEL 917 602 9775
email: price@paulricearchitecture.com
CONSULTANTS
METAL
ROOF
METAL
ROOF
METAL
ROOF
ao
103
7�
�CLRD� F `CLRD•SIDING SIDING
IILL 9
o
L- - - - - - - - - - - - - - - - - - - - -j L - - - - - - - - - - - - - - - - - -I - -�
NO. DATE REVISIONS
SIDE ELEVATION SIDE ELEVATION
SCALE 1/4" = 1'-0" SCALE 1/4" = 1'-0"
3.
3.
2.
1. 04.16.2024 ISSUED FOR FILING
NO. DATE ISSUED TO
12 12 12
12 104 a 1 1� 102 a10
1
12 12
PROJECT
�CLSIDINGRD� D E LAN N OY RESIDENCE
7217 Peconic Bay Blvd
LAUREL, NY 11948
101
60
e
CLAPBOARD CLAPBOARD
SIDING
SIDING SHEETTITLE
ELEVATIONS
o
r— —
- - - - - - - - - - - - - - - - - - I—i " r- - - - - - - - - - - - - - - - - -
L — — — — — — — — — — — — — — — — — — — —j —
SEALAND SIGNATURE DATE
oO �ED �Rc�• PROJECT NUMBER
J-r ARRp4, I�� DRAWN BY
REVIEWED BY
PR
BACK ELEVATION FRONT ELEVATION 11 SHEET NUMBER
SCALE 1/4" = 1'-10" SCALE 1/4"
A-301 . 00
OF N E�
CAD FILE
PaulRiceArchitecture