HomeMy WebLinkAbout51780-Z TOWN OF SOUTHOLD
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#: 51780 Date: 03/25/2025
Permission is hereby granted to:
Joseph M Vangi
PO BOX 225
New Suffolk, NY 11956
To:
construct additions and alterations to existing single-family dwelling as applied for per ZBA approval
with flood permit.
Premises Located at:
17180 Main St, New Suffolk, NY 11956
SCTM# 117.-9-29
Pursuant to application dated 02/19/2025 and approved by the Building Inspector.
To expire on 03/25/2027.
Contractors:
Required Inspections:
Fees:
Single Family Dwelling- Addition &Alteration $366.00
CO-RESIDENTIAL $100.00
Flood Permit $150.00
Total $616.00
0-ding Inspector
i TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971
u Telephone(631) 765-1802 Fax(631) 765-9502 htt)sH��^��°'� .southoldtowiin
r
Date Received
APPLICATION F:: 1' PERMIT
µ' C is � WE MI
For Office Use Only
�� k
PER NO. Building Inspector;.
.,gym
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant Is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date:February 14th, 2024
OWNER(S)OF PROPERTY:
Name:Joseph Vangi SCTM #1000-117.-9-29
Project Address:17180 Main Street, New Suffolk, NY 11956
Phone#:(917) 776-4070 1 Email:jvangi@aol.com
Mailing Address: 17180 Main Street, New Suffolk, NY 11956
CONTACT PERSON:
Name:Jake LaChapelle
Mailing Address:PO Box 1251, Mattituck, NY 11952
Phone#:(646) 251-5058 Email:jake@lachapellearchitecture.com
DESIGN PROFESSIONAL INFORMATION:
Name:Jake LaChapelle AIA; LaChapelle Architecture PLLC
Mailing Address:PO Box 1251, Mattituck, NY 11952
Phone#:(646) 251-5058 Email:jake@lachapellearchitecture.com
CONTRACTOR INFORMATION:
Name:tbd
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ®.Alteration ❑Repair ❑Demolition Estimated Cost of Project:
1
❑Other 5,000
Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes igNo
Pol I-0c-) 2eC---c bl 0 6 0
„ a
PROPERTY INFORMATION
Existing use of property:single family residential Intended use of property:no Change
9 Y
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
HB Hamlet Business this property? ❑Yes i@No IF YES, PROVIDE A COPY.
M 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 210.45 of the New York State Penal Law.
Application Submitted By(print name):Jake LaChapelle AIA @Authorized Agent ❑Owner
Signature of Applicant: Date: 2/14/2024
STATE OF NEW YORK)
SS:
COUNTY OF Suffolk )
Jake LaChapelle AIA being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the Agent
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
day of 20
Notary Public
PROPERTY........ W�� � cow ORIZATION
_....��
(Where the applicant is not the owner)
Joseph Vangi 17180 Main Street
I, residing at
New Suffolk, NY 11956 do hereby authorize Jake LaChapelle AIA to apply on
my behalf to the To of So old Building Department for approval as described herein.
2
O er`s S natur Date
(dCoseph Vangi
Print Owner's Name
2
� 1
BOARD MEMBERS , 1 �f Southold Town Hall
Leslie Kanes Weisman, Chairperson �4 � 53095 Main Road • P.O. Box 1179
Southold,NY 1 1 97 1-0959
Patricia Acampora � Offiee Location:
Eric Dantes :; Town Annex/First Floor,
Robert Lehnert, Jr. s 54375 Main Road(at Youngs Avenue)
Nicholas Planamento 1000 Southold, NY 11971
RECEIVED
http://southoldtownny.gov
ZONING BOARD OF APPEALS
Ec E,
C3�(, . Gv
Es TOWN OF SOUTHOLD SEP 2 4 2424
Tel. (631) 765-1809
outhold Town Clerk
•11 Ft blC ` BINDINGS, DELIBERATIONS AND DETERMINATION
MEETING GE SEPTEMBER 19, 2024
ZBA FILE: # 7942
NAME OF APPLICANT: Joseph Vangi
PROPERTY LOCATION: 17180 Main Street,New Suffolk,NY SCTM No. 1000-117-9-29
SLQRA DETERMINA"LION: 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.
SQFFQLK COI-INTO" AC�MI`NISTRATIVE CODE: This application was referred as required under the Suffolk
County Administrative Code Sections A 14-l 4 to 23,and the Suffolk County Department of Planning issued its reply
dated June 28, 2024 stating that this application is considered a matter for local determination as there appears to be
no significant county-wide or inter-community impact.
1 WRP Dly°I E'RMETIQN,: 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.
PROPELEY_ ACTSIDE CRIPTION:°, The subject property is a 6,390 sq. 1=t. non-conforming lot located in a Hamlet.
Business (HB)Zoning District. The property has a 50.84 (50.75 DEEDED) feet 6f road frontage along Main Street,
then turns srruth for 125.57 feet,then turns west for 50.91 (50.71 DEED)feet before returning 125.65(12 .81 DEED)
feet back to Main Street. The property is improved with one-and one-half story dwelling with an existing accessory
garage in the rear yard and an existing patio on grade, prepared by John Metzger, LS, last revised September 30,
2020.
BASES O APPLIC;ATION: Request for a Variance from Article XXIII, Section 280-124; and the Building
Inspector's March 19, 2024, Notice of Disapproval based on an application for a permit to construct a raised patio
and deck addition to a single-family dwelling; 1) more than the code permitted maximum lot coverage of 25%;
located at: 17180 Main Road,New Suffolk, NY. SCTM No. 1000-117-9-29.
RELIEF REQUESTED: The applicant requests a variance to construct a raised patio and deck addition in the rear
yard where the proposed lot coverage is 33.3%where a maximum of 25% is allowed.
AMENDED APPLICATIQN: During the hearing, the applicant was asked to bring the plan into more confoi;n ity
with the code. The applicant on September 11, 2024, submitted a plan, revised September 10, 2024, decreasing the
lot coverage to 32%, and bringing the plan into more conformity with the Town Code.
Page 2, September 19,2024
97942, Vangi
SCTM No. 1000-117-9-29
&- l2-QU-1ONAWXEQ9M&EM. At the public hearing, the applicant's agent was asked if there was a way to bring
the proposed project more into conformity with the code. The agent stated that this was possible, and submitted
revised plans on September 11, 2024 bringing the project more into conformity with the code.
f-'1NDlNGS-.OF FAQ'1/ REASONS FOR, BOA.K.lLAQTlQN:
The Zoning Board of Appeals field a public licaring on this,application on September 5, 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 §267-b(3)(tj"I Grant of the variance AS AMENDED will not produce an undesirable change in
the character of the neighborhood or a detriment to nearby properties, The subject lot containing the existing house
and accessory garage already has a lot coverage of 30.2 %. The proposed additions are for a first and second floor
deck in the rear yard and are designed to increase ease of ingress and egress to the house. The rear yard is fenced
and the proposed new construction will not be seen from the street or have any impact on the adjacent commercial
and residential properties. The proposed decks are o open to the air, and not habitable space. Therefore, there will
be no changes to the character of the neighborhood.
2. Town Law §267-bQ(b)(2). The benefit sought by the applicant cannot be achieved by some method feasible
for the applicant to pursue, other than an area variance. The existing residence and accessory garage already exceed
the maximum permitted lot coverage so any additional structure will require variance relief.
3. Town Law 267-bQ(b)(3). The variance granted herein are mathematically substantial, representing an
approximately 22% relief from the code. However, 30.2 % lot coverage already exists, and the proposed 32% lot
coverage, as amended, is a 1.8 % difference for open air decks and non-habitable space. The proposed decks meet
all the setback requirements,
. 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 and conditions of this board.
5. Town Law 4267-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 alternative relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of a proposed first and second floor deck 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 Dantes, and duly carried, to
GRANT THE RELIEF AS AMENDED as per site plan and architectural drawings depicting 32%lot coverage,
sheets A4-.0 1, A5.01,A6.01, A7, A8.0 1, prepared by Jake LaChappelle, Architect, last revised September 10,2024.
SUBJECT TO THE FOLLOWING CONDITIONS:
1. The proposed open decks shall not be converted to habitable space.
Page 3, September 19,2024
#7942, Vangi
SCTM No. 1000-117-9-29
This approval shall"not be deemed effective until the required conditions have been met. At the discretion of the
Board of Appeals,fiiilure to comply with the above conditions mqy 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 GRANTED HEREIN
Please head CariMfull
Any deviation from the survey,site plait and or architectural drawing,`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 andpublic
hearing before the Zoning Board of Appears.
Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan andlor 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 nonconformities under the zoning code. This
action does not authorize or condone any current or future use, setback or,other feature 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 OWNS IS RESPONSIBILITY TO ENSURE SURE COMPLIANCE WITH
TII� ODD '�F CiI1O�D TIME FRAME DESCRIBED IIIREIN.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)
clie Ka_ ......... _ �.
nes Weisman, Chat arson
Approved for filing l e /2024
SCTM;1000-117.-9-29
VANGI
20hE. HB(HAMLET BUSINESS)_ MAIN STREETC RESIDENCE
CbNE-_FAMILY DETACHED DWELLING IS PERMITTED USE PER§280-45 A ) .. ... .........................._..... .. 1 N
n
171-80 MAIN STREET
CODE EXISTING PROPOSED COMMENTS W DATA SOURCE _ Q
LOT INFORMATION; - �.�" NEW SUFFOLK,NY 11956
- 6,390 NO CHANGE_ NONCONFORMING SURVEY BYJ. METZGER,2020 +
LOT AREA
LOT DEPTH FT 80 0 25 57 NO CHANGE_ NONCONFORMING
LOT WIDTHS(FT) 6000.. -.. S 83°45'30"E 50.84'ACTUAL
( CHANGE CONFORMS _ ° ❑
_vvvH
EXISTING HOUSE(SF) " 1 363 NO CHANGE ( DEED) ® 00
i7H........ . .. __ _�. .... ❑
S 85 25' 0 E 5 .
GARAGE SF 534 GE —� . . _ , , _„ _ . _. TRUE
NORTH
BILCO(S� 32 NO CHANGE
.W............-..............._ .. �.-....__..�_.... -. N
OD
PROPOSED....REAR DECK SF) _- 0 115 _._. _ —. _...
TOTAL COVERAGE SF o _ 1,929� 2 044 ® ""' °tl "
25/0 30.2/a 32.0% _ NONCONFORMING BULK SCHEDULE 280,ATTACHMENT 3mH PROJECT "
SETBACKS: _www .. ..... ..._..,, a°a2' p r�
FRONT YARD(FT) 35 2.7 NO CHANGE NONCONFORMING SURVEYB"YJ. METZGER,2020 TAX MAP
...
SIDE NO.1000-117:9-29
YARD(FT) 10 10.5 NO CHANGE CONFORMS
. ......
..-.m....... _ ._ �...._....._.�...._.....
BOTH SIDE YARDS FT 25 21.3 NGE NONCONFORMING "
REAR YARD F 35 76.4 68.4 CONFORMS
7� - " # ISSUE/REVISION DATE
'..�L EXISTING �
' 1.5 STORY .00 FILING SET 05,08.2024
NOTE:ACCESSORY GARAGE IS ALLOWED IN CONFORMANCE WITH §280-13C(1)/(5) FRAMED
HOUSE •rwM»-w„r--" .01 REVISED FILING SET 9.10.2024
SEE SHEET A8 FOR COMPLIANCE w/§280-208 PYRAMID LAW (1,363 SF) PROPOSED
fl DECK @ 2ND
I I4 FLOOR DRAWN BY:J.LACHAPELLE
(115 SF) CHECKED BY:J.LACHAPELLE
I NOTE:THIS IS AN 11"x 17"SHEET
�,...". DRAWINGS MAY BE PRINTED NOT TO SCALE
PROPOSED LaChapelle Architecture PLLC
DECK @ 1ST
20.1' 16.5 �-�?"•- FLOOR P.O.Box 1251
(115 SF) Mattituck,NY 11952
(646)251-5058 jake@lachapellearchitecture.com
PROPOSED
AT-GRADE
EXISTING - PATIO
N PATIO AT ... "" (198 SF)
GRADE 3
EXISTING '
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SCALE: 1/16" _ T-0" (N 85°28'00"W 50.71'DEED) °
(6.32 ) A4M;0l
SHEET 4 OF 9
VANGI
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' — NEW SUFFOLK,NY 11956
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Mattituck,NY 11952
IN
GENERATOR d°" (646)251 5058 fake@lachapellearchitecture.com
---------------1 I
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/ LOCATION OF NEW
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SCALE: 1/4" = T-0" i (6.32°)
A5m0 :1
SHEET 5 OF 9
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J! RESIDENCE
DRAWING LIST 17180 MAIN STREET
17180 MAIN STREET NEW SUFFOLK,NY 11956
A1.00 DRAWING LIST,ABBREVIATIONS, SYMBOLS, &NOTES
A2.00 NOTES& ENERGY CODE COMPLIANCE
A3.00 NAILING SCHEDULE &STRAPPING DETAILS
NEW S U F F O L K, NY A4.00 SITE PLAN ® ❑Q
A5.00 FIRST FLOOR PLAN TRITE o(J
A6.00 SECOND FLOOR PLAN NORTH ,nE
SCTM#-1000-117.-9-29 A7.00 EXISTING SOUTH ELEVATION
A8.00 PROPOSED SOUTH ELEVATION "'°° �"�
A9.00 DETAILS PROJECT °
NORTH nn o
(6.3T)
NOTE: DO NOT SCALE FROM DRAWINGS
TAX MAP NO.5000-117:9-29
k ISSUE/REVISION DATE
.00 FILING SET 05.08.2024
.01 REVISED FILING SET 9.10.2024
SYMBOLS REGULATORY NOTES ABBREVIATIONS DRAWN BY:1.LACHAPELLE
1. THIS APPLICATION FOR CERTIFICATE OF OCCUPANCY IS FILED A.F.F. ABOVE FINISH FLOOR GWB GYPSUM WALL BOARD CHECKED BY:J.LACHAPELLE
- LEVEL WITH THE TOWN OF SOUTHOLD BUILDING DEPARTMENT, IN ALT ALTERNATE NOTE:THIS IS AN 11"x17"SHEET
THIRD FLOOR CONFORMANCE WITH THE TOWN CODE CHAPTER 144. APP. APPLIANCE(S) HM HOLLOW METAL DRAWINGS MAY BE PRINTED NOT TO SCALE
AO WINDOW EL. +31'-3" — HT HEIGHT
L ELEVATION ABOVE 0'-0" 2. THE CONTROLLING CODE IS THE 2020 BUILDING CODE OF NEW B.O. BY OTHER HW HOT WATER LaChapelle Architecture PLLC
O DOOR YORK STATE AND THE 2020 ENERGY CONSERVATION CODE OF P.O.Box 1251
NEW YORK STATE, IN COMBINATION WITH THE TOWN CODE. C/C CENTER TO CENTER MECH. MECHANICAL Mattituck,NY 11952
CLG CEILING MTL METAL
1O PARTITION TYPE 1 ELEVATION NUMBER SHEET NUMBER 3. REFERENCE HEREIN TO 'BC' SHOULD BE CONSTRUED TO MEAN CMU CONCRETE MASONRY UNIT (646)251 5058 jakeC�3lachapellearchitecture.com
A6 THE APPLICABLE BUILDING CODES OF NEW YORK STATE. CONC CONCRETE PTD PAINTED
CONT. CONTINUOUS
1 D 4. THIS SINGLE-FAMILY HOME OCCUPANCY CLASSIFICATION IS CONT'D CONTINUED RCP REFLECTED CEILING PLAN E qR
1 1 DETAIL NUMBER RESIDENTIAL GROUP R-3 UNDER BC CHAPTER 3. C��� ��A C'S,
A4 SHEET NUMBER D.H. DOUBLE HUNG O.C. ON CENTER t�,
5. THIS STRUCTURE IS CLASSIFIED AS CONSTRUCTION TYPE V(B) DIM, DIMENSION
-+1
(UNPROTECTED WOOD FRAME) UNDER BC TABLES 601 AND 602. DIA. DIAMETER SIM. SIMILAR * I
DISC. DISCONTINUOUS S.S. STAINLESS STEEL
6. TO THE BEST OF MY KNOWLEDGE THE WORK PROPOSED DWG DRAWING STL. STEEL -^
_ _ ` HEREIN IS COMPLIANT WITH ALL APPLICABLE LAWS, CODES, a Off
AND REGULATIONS. ELEC. ELECTRIC TYP. TYPICAL F
STAIR DIRECTION LABELS ENG. ENGINEER OF NF_
EQ. EQUAL V.I.F. VERIFY IN FIELD
U00
P DN INSPECTIONS EXIST. EXISTING
W/ WITH
OSPECIAL INSPECTIONS MUST BE PROVIDED IN CONFORMANCE WITH THE FL FLOOR WD. WOOD aX _ Ruq(PLLc
SC SMOKE MONOXIDE DETECTOR
REQUIREMENTS OF BCNYS 1704&1705.
SMOKE AND CO DETECTORS SHALL COMPLY SCOPE O F WORK DRAWING LIST,
WITH UL 268, 7th ADDITION FOOTING ABBREVIATIONS,
FRAMING,TIE-DOWN/STRAPPING AND PLUMBING
MATCH LINE ROUGH ELECTRIC THE GENERAL INTENT OF THE WORK IS TO BUILD A NEW REAR DECK ON SYMBOLS, & NOTES
CENTER LINE INSULATION AND CAULKING THE EXISTING HOUSE AT THE FIRST FLOOR AND AT THE SECOND FLOOR,
ENERGY CODE COMPLIANCE WITH ACCESS STAIR. NO CHANGE OF USE OR OCCUPANCY IS SHEET NO:
�> -- -- BREAK LINE FINAL PROPOSED. Al
SHEET 1 OF 9
GENERAL NOTES GENERAL NOTES GENERAL NOTES VANGI
1. ALL WORK TO BE PERFORMED BY LICENSED TECHNICIANS TO 7. THE STRUCTURAL MODIFICATIONS TO THE HOUSE INCLUDED 13. AS REQUIRED BY ECCNYS R503.1.4 NEW LIGHTING SYSTEMS MUST RESIDENCE
ACCOMPLISH THE WORK AS OUTLINED IN THIS SET OF HEREIN MAKE THIS A LEVEL 2 ALTERATION UNDER EXISTING CONFORM TO SECTION R404.1:ALL NEW FIXTURES WILL CONTAIN 17180 MAIN STREET
DRAWINGS AND AS MAY BE REQUIRED BY THE WORK.ALL BUILDING CODE (EBC)CHAPTER 6. REQUIREMENTS OF BC HIGH-EFFICIENCY LAMPS. NEW SUFFOLK,NY 11956
PLUMBING AND ELECTRICAL WORK SHALL BE CERTIFIED BY CHAPTER 7 AND 8 APPLY AS A RESULT.CONTRACTOR SHALL
PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE CAREFULLY OBSERVE THE REQUIREMENTS OF SECTION 806. 14. CONTRACTOR TO SCHEDULE AND PROVIDE ACCESS REQUIRED
FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS. ALL FOR ALL INSPECTIONS.WORK MUST REMAIN ACCESSIBLE AND
WORK SHALL BE DONE CAREFULLY AND NEATLY, IN A 8. STRUCTURAL OBSERVATION IS NOT REQUIRED UNDER BC 1704.6 EXPOSED UNTIL INSPECTED AND ACCEPTED IN WRITING BY THE ® r Li3c
SYSTEMATIC MANNER. BECAUSE THE BUILDING IS NOT IN THE INDICATED RISK INSPECTOR. TRUE oolL
CATEGORIES AND NOT A HIGH-RISE BUILDING. NORTH ,
2. IN ADDITION TO THE REQUIREMENTS OF THE APPLICABLE 15. CONTRACTOR MUST COMPLY WITH ALL BUILDING DEPARTMENT ® a�.`[p
BUILDING CODES,ALL WORK MUST CONFORM TO FIRE 9. PROPOSED GWB FINISHES MUST COMPLY WITH BC CHAPTER 8. RULES OF OPERATION (SUCH AS HOURS OF ACTIVITY)AND ❑ ` �-
DEPARTMENT REGULATIONS, UTILITY COMPANY TAPED, PRIMED,AND PAINTED GWB IS ALLOWED UNDER BC 803 INSURANCE REQUIREMENTS. PROJECT IJ
REQUIREMENTS,AND BEST TRADE PRACTICES. AND QUALIFIES AS A CLASS-A MATERIAL WITH FLAME SPREAD NORTH. ') p �O o
INDEX LESS THAN 25 AND SMOKE-DEVELOPED INDEX BELOW 450. 16. CONTRACTOR SHALL NEITHER INTERRUPT NOR RELOCATE
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE THIS EXCEEDS THE REQUIREMENTS OF BC TABLE 803.13 FOR THIS BUILDING SERVICES WITHOUT WRITTEN REQUEST TO THE OWNER TAX MAP NO.1000-117:9.29
FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY OCCUPANCY R-3. AND RECEIPT OF WRITTEN CONSENT. # ISSUE/REVISION DATE
DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS
TO THE ARCHITECT. 10. INTERCONNECTED SMOKE DETECTOR ALARMS SHALL BE 17. CONTRACTOR SHALL FILE ALL NECESSARY CERTIFICATES WITH THE .00 FILING SET 05.08.2024
PROVIDED IN CONFORMANCE WITH 'FIRE CODE'1103.8 AND DEPARTMENT OF BUILDINGS, PAY ALL FEES, OBTAIN ALL PERMITS
4. CONTRACTOR SHALL TAKE THEIR OWN DIMENSIONS AND FIELD CARBON MONOXIDE DETECTION EQUIPMENT MUST BE PROVIDED AND PROVIDE ANY AND ALL BONDS REQUIRED BY ANY CITY .01 REVISED FILING SET 9,10.2024
VERIFY ALL DATA CONTAINED HEREIN.THE DIMENSIONAL DATA IN CONFORMANCE WITH 'EXISTING BUILDING CODE' SECTION 804, AGENCY IN ORDER TO DO THE WORK HEREIN DESCRIBED.
CONTAINED IN THIS DRAWING SET ARE FOR INFORMATION IF NOT ALREADY PRESENT IN THE BUILDING.
ONLY. THE BUILDING IS NOT SQUARE OR PLUMB SO VARIATION 18. CONTRACTOR SHALL COORDINATE WITH OWNER'S SURVEYOR IN
EXISTS IN THE DIMENSIONS OF THE EXISTING BUILDING.AS A 11. THE WORK PROPOSED HERE MUST CONFORM TO ECCNYS R503 ADVANCE TO PROVIDE FOUNDATION SURVEY AS SOON AS DRAWN BY:J.LACHAPELLE
RESULT DIMENSIONS OF NEW CONSTRUCTION MAY VARY FROM REQUIREMENTS FOR ALTERATIONS. CONCRETE IS PLACED,AND SUBMIT TO SOUTHOLD BUILDING CHECKED BY:J.LACHAPELLE
THOSE SHOWN. CONTRACTOR SHALL NOTIFY ARCHITECT OF DEPARTMENT. NOTE:THIS IS AN11"z17"SHEET
DISCREPANCIES AS THEY ARISE. 12. IN ACCORDANCE WITH R503.1.1.2 EXISTING CEILING, WALL, OR DRAWINGS MAY BE PRINTED NOT TO SCALE
FLOOR CAVITIES EXPOSED DURING CONSTRUCTION OF AN 19. PRIOR TO COMMENCING OPERATIONS ON SITE THE
5. MINOR DETAILS NOT SHOWN OR SPECIFIED, BUT NECESSARY ALTERATION NEED NOT MEET THE REQUIREMENTS OF THE CONTRACTOR SHALL PROVIDE BOTH OWNER AND ARCHITECT LaChapelle Architecture PLLC
FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK ECCNYS, PROVIDED THAT THE EXPOSED CAVITIES ARE FILLED w/ 'ACORD' INSURANCE FORM LISTING THE FOLLOWING PARTIES AS P.O.Box 1251
SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE INSULATION. ADDITIONALLY INSURED: Mattituck,NY 11952
DRAWINGS. JOSEPH VANGI
LACHAPELLE ARCHITECTURE PLLC (646)251-5058 jake@lachapellearchitecture.com
6. CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES THE CONTRACTOR MAY NOT BEGIN SITE OPERATIONS OF ANY
WITH REQUIREMENTS OF LOCAL AUTHORITIES AND OWNER. KIND UNTIL THE ABOVE IS PROVIDED.
aED ARC
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ID ASSEMBLY MAKE/MODEL DIMENSIONS HARDWARE NOTES QTY ECCNYS PROPOSED ECCNYS PROPOSED
NOTES& ENERGY
CODE COMPLIANCE
A EXTERIOR DOOR ANDERSON 200 SERIES 36"w x 76"h PER OWNER LOW-E4 1 0.32 0.30(PASS) 0.40 0.28(PASS)
SHEET NO:
A2
SHEET 2 OF 9
CONSTRUCTION NOTES NAILING SCHEDULE STRAPPING DETAILS VANGI
RESIDENCE
1. ALL WORK SHALL CONFORM TO THE AF& PA WOOD FRAME 1. NAILING PER NYS CODE; INCLUDING (5)10d NAILS AT SILL AND 1. PROVIDE HURRICANE STRAPPING BY SIMPSON OR EQUAL
CONSTRUCTION MANUAL 2015 HIGH WIND EDITION PLATE OF ALL 2x6 STUDS 2. PROVIDE (8)8d COMMON NAILS IN EACH END OF 14' 20 GA. 17180 MAIN STREET
2. DESIGN LOADS AS FOLLOWS: 2. USE GALVANIZED FASTENERS FOR ALL FRAMING GALVANIZED STRAP FOR LATERAL/SHEAR CONNECTIONS AT NEW SUFFOLK,NY 11956
LIVE LOAD: PER TABLES R301.5& R301.6 3. USE 6d NAILS @ 12'O.C. FOR EXTERIOR SHEATHING, EXCEPT USE RAFTER/ROOF-TO-WALL,WALL-TO-WALL, AND
DEAD LOAD: PER R301.3 8d NAILS @ 4'O.C. FOR PERIMETER OF EACH SHEATHING SHEET WALL-TO-FOUNDATION CONNECTIONS IN CONFORMANCE w/
SNOW LOAD:20 PSF GROUND SNOW LOAD PER FIG. R301.2(6) TABLE 3.3b OF LATEST EDITION OF WOOD FRAME
WIND EXPOSURE CATEGORY'C' FOR 130 MPH 3 SECOND GUST ROOF FRAMING CONSTRUCTION MANUAL(WFCM) FOR 120 MPH FASTEST WIND ® 004
PER R301.2.1.4& FIG. R301.2(5)A RAFTER TO TOP PLATE TOE-NAIL 3 PER RAFTER SPEED TRUE " ❑ 00
CLG JOIST TO TOP PLACE TOE-NAIL 3 PER JOIST NORTH msa�T
LOCATION LIVE DEAD DEFLECTION LIMIT CLG JOIST TO PARALLEL RAFTER FACE-NAIL 3 EACH LAP ® a`Is,,,OD
2ND FLOOR 40 PSF 12 PSF L/360 CLG JOIST LAPS OVER PARTITION FACE-NAIL 3 EACH LAP -M-1, m �'
RIDGE STRAP EACH END 2 EACH END PROJECT ° ❑ l
NORTH
FOUNDATIONS &FOOTINGS BLOCKING TO RAFTER TOE-NAIL 2-8d EACH END (6.32') G1 °
1. ASSUMED SOIL BEARING CAPACITY = 1,500 PSF RIM BOARD TO RAFTER END-NAIL 2-16d EACH END ROOF
2. CONCRETE TO BE 3,500 PSI @ 28 DAY TEST; REINFORCE ASSEMBLY TAX MAP NO.1000.117.9.29
THROUGHOUT WALL FRAMING # ISSUE REVISION DATE
3. NEW FOOTINGS TO REST ON UNDISTURBED EARTH,WHERE TOP PLATE TO TOP PLATE FACE-NAIL 2-16d PER FOOT
CONFIRMED TO BE FULLY INORGANIC. EXCAVATE AND REPLACE TOP PLATES AT INTERSECTIONS FACE-NAIL 4-16d EACH SIDE .00 FILING SET 05.08.2024
WITH 6" CLEAN FILL OR BANK RUN WHERE DEEMED NECESSARY. STUD TO STUD FACE-NAIL 2-16d 24" O.C.
HEADER TO HEADER FACE-NAIL 16d 16" O.C. .01 REVISED FILING SET 9.10.2024
FRAMING TOP OF BOTTOM PL TO STUD END-NAIL 2-16d PER 2x4
1. FRAMING LUMBER TO BE DOUGLAS FIR/LARCH STAMPED 3-16d PER 2x6
STRUCTURAL GRADE NO.2 OR BETTER 4-16d PER 2x8 DRAWN BY:J.LACHAPELLE
2. SHEATHING TO BE APA-RATED, EXPOSURE 1 BOTTOM PLATE TO FLOOR JOIST FLOOR
3. AT HEADERS OVER 6' PROVIDE DOUBLE UPRIGHTS;AT HEADERS CHECKED BY:J.LACHAPELLE
BAND JOIST, END JOIST, OR ASSEMBLY .
OVER 9' PROVIDE TRIPLE UPRIGHTS BLOCKING FACE-NAIL 2-16d PER FOOT NOTE:THIS IS AN II"x17"SHEET
4. HEADERS TO BE 2x8 MINIMUM OR AS INDICATED DRAWINGS MAY BE PRINTED NOT TO SCALE
5. PROVIDE DOUBLED FRAMING AT ALL OPENINGS INCLUDING FLOOR FRAMING
STAIRS, ETC. JOIST TO SILL,TOP PLATE LaChapelle Architecture PLLC
6. PROVIDE SOLID BLOCKING AT ALL FLOOR JOISTS AND ROOF TO GIRDER TOE-NAIL 4-8d PER JOIST P.O.Box 1251
RAFTERS AT MAX. 8'-0" BRIDGING TO JOIST TOE-NAIL 2-8d EACH END Mattituck,NY 11952
BLOCKING TO JOIST TOE-NAIL 2-8d EACH END (646)251-5058 jake@lachapellearchitecture.com
DECK NOTES BLOCKING TO SILL/TOP PLATE FACE-NAIL 3-16d EACH BLOCK
LEDGE STRIP TO BEAM FACE-NAIL 3-16d EACH JOIST
JOIST ON LEDGE TO BEAM FACE-NAIL 3-8d PER JOIST
1. REFER TO THE LATEST VERSION OF THE AMERICAN WOOD BAND JOIST TO JOIST END-NAIL 3-8d PER JOIST �ERED A/�C,
COUNCIL'S'PRESCRIPTIVE RESIDENTIAL WOOD DECK BAND JOIST TO SILL/TOP PLATE TOE-NAIL 2-16d PER FOOT ��`' ��Acl-JgA
CONSTRUCTION GUIDE'. F
2. ALL FRAMING LUMBER TO BE NO. 1 GRADE OR BETTER, ROOF SHEATHING
GROUND-CONTACT PRESSURE TREATED. [GLUE-LAMINATED STRUCTURAL PANELS 8d TABLE 3.8 "
TIMBER BEAMS ARE ALSO FEASIBLE; IF DESIREABLE PLEASE DIAGONAL BOARD SHEATHING:
CONSULT WITH ARCHITECT FOR SIZING. THEY MUST BE TREATED Vx6" OR Vx8" 2-8d PER RAFTER A p
WITH AN OIL-OR WATER-BORNE PRESERVATIVE IN ACCORDANCE Vx10" OR WIDER 3-8d PER RAFTER ���
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3. FLASH TOPS OF FRAMING LUMBER (BEAMS,JOISTS, STRINGERS) CEILING SHEATHING
WITH PEEL-N-STICK BITUMINOUS PRODUCT FOR DURABILITY. GYPSUM WALLBOARD COOLERS 5d 7" EDGE
4. ALL FASTENERS,ANCHORS,WASHERS, ETC. TO BE HOT-DIPPED 10" FIELD
GALVANIZED OR STAINLESS STEEL, EXCEPT THAT FLASHING WALL SHEATHING
FASTENERS MAY ALSO BE SILICONE BRONZE OR COPPER. STRUCTURAL PANELS 8d TABLE 3.9 ,°�` .`�`�:':. o
5. ALL CONNECTORS (JOIST HANGERS, STRAPPING, ETC.) SHALL BE FIBERBOARD PANELS
HOT-DIPPED GALVANIZED OR STAINLESS STEEL. 7/16", 25/32" 8d 3"EDGE NOTES & ENERGY
6. BEAM SPLICES MUST OCCUR AT POSTS. STAGGER SPLICES WHEN 6' FIELD
COMPOSED OF TWO 2x10S. CODE COMPLIANCE
7. AZAK DECKING BY TIMBER TECH TO BE FACE FASTENED OR PARTICAL BOARD Sd TABLE 3.9
TOENAIL FASTENED USING THE 'CAMO' SYSTEM. DECKING COLOR FLOOR SHEATHING
TO BE SELECTED BY OWNER. STRUCTURAL PANELS <1' 8d 6' EDGE SHEET NO:
12" FIELD A3
STRUCTURAL PANELS >1" 10d 6' EDGE
12" FIELD
SHEET 3 OF 9
SCTM:1000-117.-9-29 VAN GI
ZONE: HB(HAMLET BUSINESS) MAIN STREET RESIDENCE
ONE-FAMILY DETACHED DWELLING IS PERMITTED USE PER§280-45.A(1)
17180 MAIN STREET
LOT INFORMATION: CODE EXISTING PROPOSED COMMENTS DATA SOURCE NEW SUFFOLK,NY 11956
LOT AREA(SF) 10,000 6,390 NO CHANGE NONCONFORMING SURVEY BYJ.METZGER,2020
LOT WIDTH(FT) 60 50.84 NO CHANGE NONCONFORMING S 83°45'30"E 50.84'ACTUAL
LOT DEPTH(FT) 80 125.57 NO CHANGE CONFORMS "
EXISTING HOUSE(SF) -- 1,363 NO CHANGE IS 85°25'00"E 50.75'DEED) ® Lo
BILCO(SF) -- 32 NO CHANGE "
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TOTAL COVERAGE (SF) 1,929 21044 ® 11I•I
25% 30.2% 32.0% NONCONFORMING BULK SCHEDULE 280,ATTACHMENT 3 PROJECT
SETBACKS: NORTH
OR H)
FRONT YARD FT 35 2.7 NO CHANGE NONCONFORMING SURVEY BYJ. METZGER,2020
SIDE YARD F 10 10.5 NO CHANGE CONFORMS " TAX MAP NO.1000-117:9-29
BOTH SIDE YARDS F 25 21.3 ANGE NONCONFORMING "
REAR YARD F 35 76.4 68.4 CONFORMS " # ISSUE REVISION DATE
EXISTING
' 1.5 STORY .00 FILING SET 05.08.2024
NOTE:ACCESSORY GARAGE IS ALLOWED IN CONFORMANCE WITH §280-13C(1)/(5) FRAMED
HOUSE 01 REVISED FILING SET 9.10.2024
SEE SHEET A8 FOR COMPLIANCE w/§280-208 PYRAMID LAW ( (1,363 SF) PROPOSED
DECK @ 2ND
I I FLOOR DRAWN BY:J.LACHAPELLE
(115 SF) CHECKED BY:J.LACHAPELLE
I I NOTE:THIS IS AN 11"■17"SHEET
10.8' 10.5' DRAWINGS MAYBE PRINTED NOT TO SCALE
DROPOs ECK ST LaChapelle Architecture PLLC
20.1' 16.5' FLOOR P.O.Box 1251
(115 SF) Mattituck,NY 11952
(646)251-5058 jake@lachapellearchitecture.com
PROPOSED
AT-GRADE
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\ 14'-4" .01 REVISED FILING SET 9.10.2024
-' - - - ' - - - O
- TRUE PROJECT
-- NORT NORTH DRAWN BY:J.LACHAPELLE
CHECKED BY:J.LACHAPELLE
6"STEP
NOTE:THIS IS AN 11"x 17"SHEET
DRAWINGS MAY BE PRINTED NOT TO SCALE
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NEW PA - - - - - Lo LaChapelle Architecture PLLC
UP GRADE-PAVERS P.O.Box 1251
Mattituck,NY 11952
GENERATOR
(646)251-5058 jake@lachapellearchitecture.com
L------___-__J
I SQUARE FOOTINGS ARE 20"x20"x12"
REINFORCED CONCRETE; DOUBLE
/ \ FOOTINGS ARE 40"x20"x12" �ERED ARC
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0
NEW 2ND FLOOR _ bo '
DECK-COMPOSITE .00 FILING SET 05.08.2024
DECKING PROVIDE WATERPROOF .01 REVISED FILING SET 9.10.2024
SURFACE AND GUTTERS 0
--- ------------ UNDER DECK TRUE PROJECT
--------____ NORTH NORTH DRAWN BY:J.LACHAPELLE
(5.73°)
CHECKED BY:J.LACHAPELLE
DN 4
� NOTE:THIS IS AN 11"x 17"SHEET
STAIR: - DRAWINGS MAY BE PRINTED NOT TO SCALE
16R @ 7.25"
13T @ 10" (3)2x12 P.T.GIRDER LaChapelle Architecture PLLC
P.O.Box 1251
2x12 P.T.STAIR Mattituck,NY 11952
STRINGERS (646)251-5058 jake@lachapellearchitecture.com
3'-0"
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SECOND FLOOR PLAN
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SHEET 6 OF 9
DECK CONSTRUCTION NOTES PVC TRIM NOTES VANGI
RESIDENCE
1. REFER TO THE LATEST VERSION OF THE AMERICAN WOOD 1. USE DUST COLLECTION SYSTEM FOR ANY PVC CUTTING WORK
COUNCIL'S'PRESCRIPTIVE RESIDENTIAL WOOD DECK PERFORMED OUTSIDE THE HOUSE, IN ORDER TO ELIMINATE 180 MAIN STREET
CONSTRUCTION GUIDE'. RELEASE OF PVC CUTTINGS ON SITE. CONTAMINATED SOIL WILL NEWW SUFUFFOLK,NY 11956
2. ALL FRAMING LUMBER TO BE NO. 1 GRADE OR BETTER, BE RMEOVED AND REPLACED AT CONTRACTOR EXPENSE.
GROUND-CONTACT PRESSURE TREATED.(GLUE-LAMINATED 2. USE'CORTEX'HIDDEN FASTENING SYSTEM BY TIMBERTECH w/
TIMBER BEAMS ARE ALSO FEASIBLE ; IF DESIREABLE PLEASE PLUGS AND#8 SCREWS; SELECT SCREW LENGTH APPROPRIATE
CONSULT WITH ARCHITECT FOR SIZING.THEY MUST BE TREATED FOR TRIM THICKNESS AND SUBSTRATE. ® �OQ
WITH AN OIL-OR WATER-BORNE PRESERVATIVE IN ACCORDANCE 3. ANTICIPATE THERMAL MOVEMENT IN USE OF PVC TRIM; PROVIDE TRUE A ❑ �
WITH AWPA UI. JOINTS FOR EXPANSION AND CONTRACTION,AS WELL AS NORTH
3. FLASH TOPS OF FRAMING LUMBER(BEAMS, JOISTS, STRINGERS) SUFFICIENT FASTENING TO AVOID WARPING AND OIL-CANNING IN ®
WITH PEEL-N-STICK BITUMINOUS PRODUCT FOR DURABILITY. WARM WEATHER.
4. ALL FASTENERS,ANCHORS,WASHERS, ETC,TO BE HOT-DIPPED 4. USE MINIMUM(2)FASTENERS EVERY 16"FOR TRIM BOARDS UNDER PROJECT 0
GALVANIZED OR STAINLESS STEEL, EXCEPT THAT FLASHING 8"IN WIDTH AND(3)FASTENERS EVERY 16"FOR TRIM BOARDS 6.32H1 p C]O
FASTENERS MAY ALSO BE SILICONE BRONZE OR COPPER. OVER 8'IN WIDTH. FASTENERS MUST PENETRATE SUBSTRATE 1
2 TAX MAP NO.SOOOd17:9-29
5. ALL CONNECTORS(JOIST HANGERS, STRAPPING, ETC.)SHALL BE MINIMUM.
HOT-DIPPED GALVANIZED OR STAINLESS STEEL. 5. GLUE TRIM TO SUBSTRATE WHENEVER PRACTICAL, USING LIQUID # ISSUE/REVISION DATE
6. BEAM SPLICES MUST OCCUR AT POSTS. STAGGER SPLICES WHEN NAILS OR SIMILAR ADHESIVE.
COMPOSED OF TWO 2xl OS. 6. USE SCARF JOINTS AND APPLY CELLULAR PVC CEMENT TO ONE .00 FILING SET 06.0&2024
7. AZAK DECKING BY TIMBER TECH TO BE FACE FASTENED OR SURFACE. FASTEN AT BOTH SIDES OF JOINT. USE CEMENT w/CURE
TOENAIL FASTENED USING THE'CAMO'SYSTEM. DECKING COLOR TIME LESS THAN 2 HRS. .01 REVISED FILING SET 9.10,2024
TO BE SELECTED BY OWNER.
DRAWN BY:J.LACHAPELLE
CHECKED BY:J.LACHAPELLE
NOTE:THIS IS AN 11"x 17"SHEET
DRAWINGS MAY BE PRINTED NOT TO SCALE
LaChapelle Architecture PLLC
P.O.Box 1251
® ® Make k, 11952
jake@lachapellearchitecture.com
251-5058 ke@lachchapellearchitecture.com
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PRIOR TO PAINTING. PRIME AS NECESSARY.
9. USE PAINTS(WHERE REQUIRED)w/LIGHT REFLECTANCE VALUE
(LRV)OVER 55. USE SPECIALLY-FORMULATED VINYL-SAFE PAINT w/
SOLAR REFLECTIVE PIGMENTS.
10.REPAIRS CAN BE MADE w/DAP'CRACK SHOT' FOR PAINTED TRIM. EXISTING ELEVATION
REPAIRS ARE NOT ALLOWED ON UNPAINTED TRIM.
SHEET NO:
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SHEET 7 OF 9
VANGI
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17180 MAIN STREET
NEW SUFFOLK,NY 11956
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.01 REVISED FILING SET 9.10,2024
�\ DRAWN BY:J.LACHAPELLE
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NEW LEDGER AND BEND INTO PLACE; (3)2x12 EDGE BEAM
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DETAIL'A' 17180 MAIN STREET
THEN SELECTIVE REPLACEMENT OF ��,�,,� , ,, , ,,�,,� ,� , , ,�,,�,� NEW SUFFOLK,NY 11956
SIMPSON DTT2 HOUSE SIDING IS NECESSARY TO
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RAILING ATTACHMENT / N ° ° ° I N ° 00 ° ° ° 1 r F0 NE`N
DETAILS 0000 I I F ° ° a ° ° ° ° 1
ADJUST FOR PROJECT CONDITIONS04
I I
16"MIN.
JOIST RIM JOIST DETAILS
` ♦ %"DIA. BOLTS OR / / ` ♦ BLOCKING /"/
THREADED ROD W/ / JOIST /
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DETAIL A NUTS AND WASHERS, i DETAIL L B i SHEET No:TYPICAL DECK DETAILS TYP. , - �',, - A9 01
SCALE: 11" = T-0" •
SHEET 9 OF 9