HomeMy WebLinkAbout48250-Z (40j. ,
uFFO(yTown of Southold 7/16/2024
P.O.Box 1179
53095 Main Rd
?j�! 'tass�'f Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 45360 Date: 7/16/2024
THIS CERTIFIES that the building POOL HOUSE/CABANA
Location of Property: 40817 CR 48, Southold
SCTM#: 473889 Sec/Block/Lot: 59.-7-29.5
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
7/22/2022 pursuant to which Building Permit No. 48250 dated 9/2/2022
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 pool house as applied for per ZBA#7585, dated 2/17/2022.
The certificate is issued to VHNF 8402 Soundview Ave LLC
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-1313 4/4/2024
ELECTRICAL CERTIFICATE NO. 48250 6/5/2024
PLUMBERS CERTIFICATION DATED 4/5/2024 Br Piecuch
A th riz ignature
o�SUFfat` 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#: 48250 Date: 9/2/2022
Permission is hereby granted to:
GTA+Design LLC
287 Clinton Ave #2
Brooklyn, NY 11205
To: construct accessory pool house as applied for per ZBA & SCHD approvals.
At premises located at:
8402 Soundview Ave., Southold
SCTM #473889
Sec/Block/Lot# 59.-7-29.5
Pursuant to application dated 7/22/2022 and approved by the Building Inspector.
To expire on 3/3/2024.
Fees:
ACCESSORY $290.40
CO-ACCESSORY WELDING $50.00
Total: $340.40
Build in nspector
o�*OF SO!/r�,Ql
� o
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G Q
� �o sean.devlinlS-town.southold.ny.us
Southold,NY 11971-0959 Q
couffN,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: VHNF 8402 Soundview Ave LLC
Address: 40817 CR 48 City:Southold St: NY zip: 11971
Building Permit#: 48250 Section: 59 Block: 7 Lot: 29.5
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: Daniel Wllcenski Electric License No: 4723ME
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 X Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 10 Ceiling Fixtures 1 Bath Exhaust Fan 1
Service 3 ph Hot Water 30A GFCI Recpt 5 Wall Fixtures 2 Smoke Detectors
-Main Panel A/C Condenser Single Recpt Recessed Fixtures 5 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 $ 4'LED Exit Fixtures Sump Pump
Other Equipment: Mini Fridge, 100A Panel 20 Circuit/ 12 Used -
Notes: " AS BUILT NO VISUAL DEFECTS Pool House
Inspector Signature: Date: June 5, 2024
S.Devlin-Cert Electrical Compliance Form
Town Hall Annex Telephone(6311765-1802
54375 Main Road
P.O.Box 1179 co
Southold,NY 11971-0959 I go
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BUILDING DEPARTMENT APR 3 0 2024
TOWN OF SOUTHOLD
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CERTIFICATION
Date:
Building Permit No. �ZLk-3 ALA-t
Owner. L4-(J(- hak5t_ 1 \11AN V tLjo2- `.boo u
(Please print)
Plumberat--a&7P j?.01 LX_Lk
(Please print)
I certify that the solder used in the water supply system contains less than 2JI 0 of I%lead.
(Plumbers Signature)
Sworn to before me this
day off . 20,�-q
W i
Notary Public, c-Or440Wf County
SUSAN A.RIZZO
Notary Public,State of NeW York
No,01 R161 83459
Qualified in Suffolk County
Commission Expires March 17.20,,ZT
pE SOUTyO� 16 Z✓ o
* # TOWN OF SOUTHOLD BUILDING DEPT.
COD 631-765-1802
INSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ ] 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 [ ] RENTAL
REMARKS:
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DATE INSPECTOR
oF so�ryolo
# TOWN OF SOUTHOLD BUILDING DEPT.
°ycou 631-765-1802
qT).-.%> C>
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I ULATIOWC UL N
[ ] FRAMING /STRAPPING [ FINAL kj fiM(2-"
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
,� [ ] RENTAL
REMARKS: Gw�000l
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1 �
4
DATE J INSPECTO
q SObTy�6
TOWN OF SOUTHOLD BUILDING DEPT.
�ycou 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] IN ATIO CAULKING
[ ] FRAMING /STRAPPING [ FINAL � �a�
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL
REMARKS:
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C�) Ca�
0 14J
DATE INSPECTOR
i
SOUIyOIo H L�® ®E4 7 "
# TOWN- OF SOUTHOLD BUILDING DEPT.
631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] 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 [ ]. RENTAL
REMARKS: S-
V d[A VO U bl a
Q �
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DATE '-'�;- ZL( INSPECTOR
OF SOUTyolo
TOWN OF SOUTHOLD BUILDING DEPT.
coo ,0 631-765-1802
INSPECTION -
FOUNDATION,lST/.-REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] .FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION. [ ] FIRE RESISTANTPENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: qQ I I.-( <AW L,- J4vJ'rzz
DATE INSPECTOR
N. J. MAZZAFERRO, P.E.
PO Box 57, Greenport,N.Y. 11944
Phone - 516-457-5596
Consulting Engineer
December 27, 2022 Design, Construction, Inspection
Page 1 of 1
Town of Southold-Building Department
53095 Main Road
PO Box 1179
Southold NY 11971 �� ,
MAY 1 n 2024
Re: Tuck
8402 Soundview AvexJ '' p ""
Southold,N.Y. 11971 u'�� ``-�''
District-1000, Section-59., Block-7, Lot-29.5
Building Permit Number—48250
Inspection—Footing and Foundation -Pool House
On 12/27/2022, the construction at the noted location was inspected. The verification
covered the footing and foundation for the new pool house structure. The areas verified
included the footing keyway, foundation walls forms and reinforcement of the new
residential structure and accessory garage.
The inspection results and my review of the information provided is:
Items verified included footing keyway size and foundation wall size and reinforcement.
The footing and foundation work was done according to approved plans and in
compliance with the applicable sections of the IRC,NYS and Southold Town Building
Codes.
Result—Based upon inspection of this project and to the best of my knowledge, belief
and professional judgment, construction as installed complies with the plans and
applicable codes of the IRC,NYS and Southold Town Building Codes.
F IVFw y
Nicholas J. Mazzaferro,P.E. z o
BOA 110
RoressiovkN
N. J. MAZZAFERRO., P.E.
PO Box 57, Greenport,N.Y. 11944
Phone - 516-457-5596
Consulting Engineer
May 10, 2024 Design, Construction, Inspection
Page 1 of 1
Town of Southold-Building Department
53095 Main Road
PO Box 1179
Southold NY 11971 MAY 1 0 2024
Re: Tuck
8402 Soundview Ave
Southold,N.Y. 11971 �f 577N, 1,1_fl�U
District-1000, Section-59., Block-7, Lot-29.5
Building Permit Number—48250—Pool House
Inspection—Framing
On May 1, 2023, 1 inspected the construction at the noted location. The inspection
covered the framing for the new pool house structure. The areas inspected included the
first floor level of the new pool house. The framing work included exterior and interior
walls, and roof.
The inspection results are:
Items inspected included lumber type/grade, lumber size, dimensional spacing, framing
connections,header sizes, bearing, continuity strapping and integration with the concrete
foundation.
The framing work was done according to approved plans and in compliance with the
applicable sections of the IRC,NYS and Southold Town Building Codes.
Result—Based upon inspection of this project and to the best of my knowledge, belief
and professional judgment, construction as installed complies with the plans and
applicable codes of the IRC,NYS and Southold Town Building Codes.
SO N'Vh'
CO
Nicholas J. Mazzaferro, P.E.
0
O "0 05-709
pR�FE
ssloW,
N. J. MAZZAFERRO, P.E.
PO Box 57, Greenport,N.Y. 11944
Phone - 516-457-5596
Consulting Engineqr,
December 27, 2022 Qesio, Construction, Inspection
Page I of 1
LJ V
Town of Southold-Building Department
53095 Main Road MAY 1 0 2024
Southold NY 11971
Re: Tuck
8402 Soundview Ave
Southold,N.Y. 11971
District-1000, Section-59., Block-7, Lot-29.5
Building Permit Number—48250
Inspection—Foundation Wall—Pool House
On December 27, 2022, 1 inspected the construction at the noted location. The inspection
covered the completed foundation wall for the pool house structure. The areas inspected
included the foundation wall. The inspection was completed before backfilling.
The inspection results are:
Items inspected included foundation wall size and finish.
The foundation work was done according to approved plans and in compliance with the
applicable sections of the IRC,NYS and Southold Town Building Codes.
Result—Based upon inspection of this project and to the best of my knowledge,belief
and professional judgment, construction as installed complies with the plans and
applicable codes of the IRC,NYS and Southold Town Building Codes.
10, 0 lvztv
Nicholas J. Mazzaferro, P.E.
0
Or
05709
OFESS1010,
FIELD INSPECTION REPORT DATE COMMENTS
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STATE ENERGY CODE
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TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov
Date Received
APPLICATION FOR BUILDING PERIVII w
kor Office Use Only y j
s.� o q ry
PERMIT NO. Building Inspector: ;,"v;: JUL L�ZL
�•-R-r�BlJtCt7iNCi Utrf.
Applications andforms musfib filletl out in their entirety Incomplete
T®WN OF SOUTHOED
apphcattonswill not be acceptetlWheKe the Applicant>Is not thefowner;an
Oiniiier's Authorizaton form(_Page 2)shalt be completed. ,s s r 3,
Date:5/27/21
OWNEIt(Sj OF PROPERTY rY r r x a
Name:GREGORY TUCK SCTM#1000-59.-7-29.5
Physical Address:8402 SOU NDVIEW AVENUE
Phone#:917.968-4232 Email:GREGORY@GREGORYTUCK.COM
Mailing Address: 156 STERLING STREET _
Name:EILEEN WINGATE FOR QUIETMAN STUDIO LLC
Mailing Address:2805 WEST MILL RD;yMATTITU,CK NY 11952
Phone#:516.818.9754 Email:EILEEN a@QUIE_T_M_ANS_TUDIO.COM
,.-DESIGN PROtrtESS10NAI.INFORMA•TION s .,;s J t,w Ja�. ' = y � ri s, � � � � -
Name:JOSEPH FISCHETTI,..nP:.HE....._r =,__.., ......M.,.-..M._...�d^...H_...,. _ _-_...:. ,,w. _ __..r._.. ...v�...._..,A...m..,.,...__^ - __..,-._..._2... .. r._.
Mailing Address:PO BOX 616, SOUTHOLD NY 11971
Phone#:631-765-2954 Email:JOSEPH a@FISCHETTI.COM
CANTRACFOR INF0131VATION r ,s h
Name:TBD
Mailing Address:
Phone#: Email:
DESCRIPTION"OF-POP05ED C6NSTR6CrT10Nx
,$, ° r.r .r .W-
®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $
Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ®Yes ❑No
� OUP
1
'-p ltq FORM PE
"T
Existing use of property: VACANT Intended use of property:POOL HOUSE
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R-80 this property? E]Yes M No IF YES, PROVIDE A COPY.
8`Chkk Qbi After -6nwatLirl'ssues4s.provide'��,"�-"
Axet.Ada'ding,_ qs�! responsible
!S�reWqS_ and storm Y,
-Chapter'236 btthe-Toivn,Cddci.-APPLICATION IS HEREBY
Department,or fhe+issuancc of a-136111dift P,,errhit,iJursuqnt to-the Building z
one.-
0MIn666e6f.the ToWh-of Scitithold;3(iff6ii,County,New Yoikand other ppp cab 6' Ordinances or Regulations,for the construction of bwl lings,
-additions,alterationsior,far reTqy4qrffieno demolition as'hdreo ps;! applicant Ichot agree�Aocomply Wth all�applica pqWs;� bwldmg ordinances,9
Worg,and code
'housing
cl` hoikedins herel are,pums .,
OUSMk5p.T1�"n Peq%)�S.O!!,Lpri3,q!,�f,,- . -
hibi ii lasi:4 misdemeanor`puri ht to Section2id.45 of the 60*�(State Penal,Lawi::,
Application Submitted By(prj n e): @Authorized Agent ElOwner
Signature of Applicant: Date: rr
STATE OF NEW YORK)
SS:
COUNTY OF (;-LHCF'CT
4 ,e-M uituaAM being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the r"�--VeU_r FM ow"440—
(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
AL
1A—day of_M)ox-, 20,A;i,
NotaryfoRl
&,a. DWYER
NOTARY PUBLIC,STATE OF NEW YORK
NO.01 DW6306900
PROPERTY OWNER AUTHORIZATION QUALIFIED IN SUFFOLK COUNTY
(Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30,2LVP
1, _CIVEL999 residing at 156 STERLING AVE, GREENPORT
,do hereby authorize EILEEN WINGATE to apply on
my behalf to the T of Southold Building Department for approval as cl, 'led 0 7� v n.
— :;;�7 . ) /9 /
— j-
7 Owner's Signature ate
Print Print Owner's Name
2
BOARD MEMBERS Southold Town Hall
Leslie Kanes Weisman,Chairperson �� SoUjyO 53095 Main Road•P.O.Box 1179
�� 1p Southold,NY 11971-0959
Patricia Acampora Office Location:
Erc Dantes v, Town Annex/First Floor,
Robert Lehnert,Jr. • �OQ •54375 Main Road(at Youngs Avenue)
Nicholas Planamento ��y'OOUNV Southold,NY 11971
http://southoldtownny.gov
ZONING BOARD OF APPEALS RECEIVED
TOWN OF SOUTHOLD
Tel.(631) 765-1809•Fax (631)765-9064 F E B 2 2 2022
FINDINGS, DELIBERATIONS AND DETERMINATION
MEETING OF FEBRUARY 17,2022 80LIthold Town Clerk
ZBA FILE: 7585 .
NAME OF APPLICANT: Gregory Tuck
PROPERTY LOCATION: 8402 Soundview Avenue, Southold SCTM No. 1000-59-7-29.5
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 H category of the State's List of Actions,without
further steps under SEQRA.
SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk .
County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its
reply dated October 4, 2021,'stating that this application is considered a matter for local determination as there
appears to be.no significant county-wide or inter-community impact.
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 192,563.8 sq.ft parcel located in
an R-80 Zoning District. The property is a flag lot with a 41.7 ft-frontage:on County Road 48 it then goes north
for 1303.39 ft. then turns west with a•rear yard for 322.4 ft.-.before turning-south for 588.18'ft then back south.
to County Road 48 for'758.43 ft. ''The prbperty. is currently unimproved. The survey prepared by Joseph
Seccafco,.PLS, last revised February 4, 2202 shows all proposed improvements including a single-family
dwelling as the principal structure.
BASIS 'OF APPLICATION: .Request.for Variances.from Article III, Section .280-15;.:and-the:Building.
Inspector's July'20;2021 Notice of Disapproval based on an application for a permit to construct an accessory
'in-ground swimming pool and an accessory pool house; at 1) Swimming.Pool is:located in other than the code
permitted ,rear yard; 2) Pool House is located in other than the code permitted rear yard;.-located at: 8402
Soundview Avenue, Southold,NY. SCTM No. 1000-59-7-29.5.
RELIEF REQUESTED_: The applicant's survey depicts a proposed dwelling located on the property having
adequate distances from all Iot lines and the flag lot frontage. The applicant requests variances to construct an
accessory pool house & in-ground swimming pool in the front yard of the proposed dwelling where they are
required to be built in the rear yard.
Page 2, February 17,2022
47585,Tuck
SCTM No. 1000-59-7-29.5
ADDITIONAL INFORMATION: The property is a flag lot located back from CR-48, and with no access to
Soundview Avenue. The property is accessed by a right of way on the southern side of the lot with access to
CR 48. There are farm fields adjacent to the property, which cannot be seen from the road. There are existing
overhead wires on the north side of the property. At the hearing the applicant informed the Board that the two
sheds shown on their prior survey(dated January 20)would not be built and agreed to submit an updated survey
removing both sheds.
On February 15,. 2022, the applicant's representative submitted an amended survey prepared by Joseph
Seccafico,PLS, last revised February 4,2022,depicting the removal of the aforementioned two sheds.
FINDINGS OF FACT/'REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public heating on this application on February 3,2022.at which time
written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the
property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be
true and relevant and makes the following findings: .
1. Town Law§267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character
of the neighborhood or a detriment to nearby properties. Due to the fact that the property is a flag lot, the
proposed house, pool house and in ground pool ate set back approximately 754 feet from County Road 48 and
therefore 'will not be visible from and have little relationship to the road. The property is heavily wooded and
most of the trees will:be preserved to create visual buffers from other properties. Therefore, there will be no
undesirable 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. By placing the pool in the technical front yard,
it is going to benefit from the southern exposure to the sun in an area on the site that is relatively flat and devoid
of trees. It is also allowing a forested area,and existing overhead power lines on the northern edge of the property
to remain.
3. Town Law§267-b(3)(b)(3). The variance granted herein-are mathematically substantial,representing 100%
relief from the code. However,the property is not seen from any adjoining roads, and since it is a flag lot, the
road frontage is only approximately 40 feet, and 745 feet away from the front property line. The proposal also
meets all the setback requirements in the,code and doesn't require setback or lot coverage variances for any of
the proposed improvements
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 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 the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of an accessory swimming pool, and pool house,while preserving and protecting
the character of the neighborhood and the health, safety and welfare of the community.
Page 3, February 17, 2022
#75.85, Tuck
SCTM No. 1000-59-7-29.5
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 Weisman (Chairperson), seconded-by Member
Acampora, and duly carried,to
GRANT the variance as applied for, and shown on the survey prepared by Joseph Seccafico, PLS, last revised
February 4, 2022, and Architectural Plans of the Pool House prepared by Joseph Fischetti, P.E., dated July 13,
2021 (Sheets S-1 to 8-5).
SUBJECT TO THE FOLLOWING CONDITIONS:
1. Swimming Pool pump equipment/mechanicals for the proposed in-ground swimming pool must be
located a minimum of 20 feet from any property line or be contained in a shed type of enclosure with
lot line setback that is in conformance with the bulk schedule for accessory structures.
2. A drywell for pool de-watering shall be installed.
3. A Sanitary System approved by the Suffolk County Department of Health Services shall be installed
for the pool house and new dwelling.
4. The pool house shall be used seasonally only as an accessory to the seasonal in-ground swimming
pool,and may not include any source of'heat, cooking facilities or be used for sleeping.
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.
Any deviation from the survey, site plan and/or architectural drawings cited in this,decision will result in
delays and/or a possible denial by the Building Department of a building permit, and may require a new
application and public hearing before the Zoning Board of Appeals. .
Any,deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or
survey cited above, such as alterations, extensions,"or demolitions, are not authorized under this application
when involving nonconformities under the.zoning,code. This action does not authorize or.condone any current
or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such
uses,.setbacks and other features as are expressly addressed in this action.. In the event.that-this is an.approval
subject to conditions, the approval shall not be deemed effective until such.time that the.foregoing conditions
are met; and failure to comply therewith will render this approval null and void.
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 TIMt FRAME DESCRIBED
Page 4,February 17, 2022
#7585,Tuck
SCTM No. 1000-59-7-29.5
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,Acampora, and Planamento.
This Resolution was duly adopted (4-0). (Member Lehnert absent)
r
Leslie Kanes Weisman, Chairperson
Approved for filing 1/d /2022
O
BUILDING DEPARTMENT- Electrical Inspector
KCOG-''':: TOWN OF SOUTHOLD
j0* ,e
ti� Town Hall Annex - 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
yp�. Telephone (631) 765-1802 - FAX (631) 765-9502
rocLerr(cDsoutholdtownny gov - seand a(Dsoutholdtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: 3- 1 Z y
Company Name:�j
Electrician's Name:�7�,�,. �rJ�c lam'
License No.: Elec. email: Wi �c-r
L,,c
Elec. Phone No: (,7/-Z?�6 • (flZp,,P 2q request an email copy of Certificate of Co pliance
Elec. Address.: , a : X- 3 I S-
JOB SITE INFORMATION (All Information Required)
Name: ` 7-11 i--�—
Address: ?L/ d Z J
Cross Street: g--
Phone No.: 6 -/ -?-T L G"� 9,-P-
Bldg.Permit #: c�II? SOU email:
Tax Map District: 1,000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
14A -I
i [--Square Footage: I _
Circle All That Apply:
Is job ready for inspection?: / YES NO Rough In Final
Do you need a Temp Certificate?: YEWNO Issued On
Temp Information: (All infor
Service Size 3 Ph Size: A # Meters, td ter#
❑New Service Fire ReconnectOFl econnectOService OUn rground 00 erhead
# Unde r� Lber�s V- H Frame Pole Work e? Y N
Additio 'information:
MAR 1 4 2024
PAYMENT DUE WITH APPLICATION
I £�IF4iIFgfit "a:;r£� Yt �+
PERMIT 9 Address:
SwitchesLt
I
Outlets
G FI'
Surface
Sconces I' \
H H's
UC Lts
Fans Fridge HW
Exhaust Oven WAD
Smokes DW Mini
Carbon Micro Generator
Combo Cooktop Transfer
AC AH Hood Service
Amps Have Used
Special: I � C) I^
Gf�
Comments
'M N7 '1 91 0)
VHNF 8402 SOUNDVIEW AVENUE 156 STERLING AVENUE, GREENPORT NY 11944
MAR 1 2 2024
6 March 2024
Southold Building Department
53095 Route 25
P.O. Box 1179
Southold, NY 11971
Attn: Connie Bunch
Re: 8402 Soundview Avenue
Ms. Bunch,
We are working with Murray Design Build to obtain our inspections neededAo complete
work on our home.
This letter is meant to respectfully request a 6-month extension on our Pool House permit
which is*located on our property at the Southold address listed above.
BP 48250(pool house)
Please let us know if you require any additional information or documentation to grant this
request.
Best Regards,
Therman Stephen Plowden
917-647--7138
munxGt>B w tamwva AIS NR rvAxsTPAae uKmc+mlXo UTYJIFS
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WELL/SANITARY lIDT ff A TRUE VYD GODI.
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WELL/SANITARY mrm¢"�O�a"x�,wsr Nm�ELxcaars xONuo oom0° '+sua
500'+ Fgam a maE®.
IMPROVED/WELL
LOT
IMPROVED/WELL (TAX LOT 129.4)
(T�LOT229.6) 322.4D' SLAKE
m6'
N 53.24'46'E
�IFJD WMES U1 `�
b 5�.-1.1 Mer Line(s)MUST Be Inspected B,111A
Stffolk County Dept.Of Health Servmft
z FASEM� g Call 852-5'00,48 Hours In Advance
To Schedule Inspectional
W
O
J
PROP.SEPTIC: (5 BEDROOMS)
1-1.500 GALLON SEPTIC TANK R,n prY1
2-8'DIA.X 8'DEEP LEACHING POOL MY
ROOM FOR 50%EXPANSION A xA0'' Wi;1,AND I,(LTEIt.t1L MUST BE
". 5Ii0WN
PROP.SEPTIC:(POOLHOUSE) n .� uL ON FINAL SYM-
1-1,000 GALLON SEPTIC TANK o
1-8'DIA.X e DEEP LEACHING POOL a1 �• `
IHNSUTATASIE SOILS MUST BE REMOOED AND RERACE9 WITH A
THREE MY CLEAN SAID AND CRAWL CQIAR MOUND THE 5 LEACIONG POOLS TO A DEPTH OF AT LEAST SIX FEET WTO A \ 5 !Y`
STRATA OF TYPICAL LONG ISLAND SAND AND GIAMR-
PZ
Z �OIle•/' TEST HOLE By M
p � � m � GEOSCIEIICE.FEBRU�MIY 24,2020.
\ 9� GROUND ELEVATION JO.O'
��In mp DARN GROWN
LOAM-OL
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' a•�'. =1P-' -------L SA+ i BROWN SANDY CLAY-CL
g �n
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to '6�^'
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` 11 BROWN FINE TO MEDIUM SAND-SP
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CAVA It1N VSRmmll CgQU1At 1i �w OY W
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FILE#-1340 1 ���-•fi'Gj_
SCALE: 1"=80' � §
DATE: JULY 11, 2019
MARCH 17,2020,SOH
MAY 11. 2020.REVISE PLAN
5V WIDE R.O. i
REVISED SUBDIVISION MAP OF MINOR SUBDIVISION PLAT MADE FOR ROBERT T. •�
BAYLEY FILED JUNE'14.2016 AS MAP NO.A818
wIx
LOT AREA: 182,561E S0.FT.-4.19 ACRES
PROPOSED BUILDING COVERAGE(HOUSE W/OH'S.POOLHOUSE,SHEDS.
GARAGE)4,472.8 SO.FT.-2.47 A
PROPOSED TOTAL LOT COVERAGE 15,524.6 SO.FT.=8.5% �
PROPOSED CLEARING/SOIL DISTURBANCE: 37,226.3 S0.FT.=20.4% L� ,
' fA
Z ELEVATIONS ARE N.0.V.D.1966 DATUM. SUFrOLK COUNTY DEPARTMENT Or HEALTH SERVICES
, R1, PERM IrFORAPPROVALOP•C01d8TFUCTIONFORA
LOCATION OF EXISTING SEPTIC AND WATER
SERVICE AS PER OWNER. N SINGLE FAMILY RESIDENCE AND
DATC EP 2 9 'A.S..SSdQ L _a—�-
s 3y4,�o t APL ROVED ,
SURVEY OF j .2r TOTAL MAXIMUM BEDROOMS
LOT 3 & "IUr EXPIRES THREE YEARS FROn1 DAT 0 APPROVAL
LLS
40' RIGHT OF WAY
MAP OF
ROBERT T. BAYLEY COLONIAL SURVEYING, PC
SITUATE AT JOSEPH SECCAFICO, PLS
SOUTHOLD N.Y.S. LTC. NO. 050906
TOWN OF SOUTHOLD
a,Ly_. 1:�^,: 149 HAMPTON ROAD
SUFFOLK COUNTY, NEW YORK �w :;!;
r';'�I�"� SOUTHAMPTON, NY 11968
PH 631-283-5500 FAX 631-283-3228
C.
S.C.T.M. 1000 — 59 — 7 — 29.5 COPYRIGHT-2D20 COLONIAL SURVEYING.PC
■
ENE
1 '
GUARANTEE$ OR CERTIFICATIONS ARE NOT TRANSFERABLE. UNDERGROUND UTiLMES
EASEMENTS NOT SHOWN AND. UTILITY POLE LOCATIONS ARE NOT GUARANTEED.
' .THE OFFSET DIMENSION SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY ONES
ARE' FOR SPECIFIC.PURPOSE.AND.:USE. THEREFORE RARE NOT. INTENDED'TO GUIDE THE
EiECAON OF"FENCES; RETAINING WALLS,.POOLS. PATIOS, PLANTING AREAS
± ADDR30N TO.BUILDINGS._AND OTHER CONSTRUCTION.. THE EXISTENCE OF RIGHT
---jf --�^- i t`� t`' `- h'' I OF, WAYS; WETLANDS, AND/OR EASEMENTS 'OF RECORD: IF ANY, NOT SHOWN
} � ARE NOT GUARANTEED.
F UNApTHOR12EO ALTERATION OR ADDITION.TO THIS SURVEY IS.A VIOLATION OF
SECTION 7209 OF THE NEW YORK STATE EDUCATION.LAW. COPIES OF THIS SURVEY MAP
APR 3 0 2024 NOT SEARtt4G"THE LAND.SURVEYOR'S SIGNATURE AND RED INK OR EMBOSSED SEAL SHALL
NOT.BE CONSIDERED A TRUE VAUD COPY. .
ALL'LOCATIONS OF AND•.OISTANCES'TO'WELLS AND CESSPOOLS ARE BY LOCATIONS
LOT 1
(T}�X LOT 29 4) uvn-� FROM HOMEOWNEA% FI£LD`:OI&RVATIONS AND/OR„INFOR"TION�O8TAINED FROM
LOT 2 � tb COTE APINOS•BE C£RTIF(EE3. ARE NOT VISIBLE THESE LOCATIONS AND DIMENSIONS
I OT 2 -6) 7 3V :
322,40' s9rlcE
N 532V40' £
was.
ri
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SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES
�•'.
T .- 4` ,APPR STRUCTED WORMS FOR
Ski? 1 1L SIDENCE AND
iTAW
T ��� ;�� A POOL HOUSE
o ® ou nt P i-P.
IY Date /24 ef. No. R-20-1313 -
Loy 3 '- The sewage disposal and water supply facilities at this location have been
N inspectedandlos certified by this Department or other agencies and found
0 to be elory FOR TOTALL MAXIMUM OF 5 BEDROOMS.
xaoom
r
bo, 3;6.53� ; �a��'' Craig K.nepper, P.E., Chief
stool
,o' w .___ _��_ - - " Office Of Wastewater Management
I WELL�SANBAR! n,•nr w m•m �vuutu y mmf
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DAx LOT SB.B)
_
N 5521'40'E
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PROP.9PDC:(3 BEDROOY3) �]
1-I.—
CALLM SFPDC TAKK mn �•
2-C DIA%e'DOD,1EACNMc POOL moo^
ROOL FOR BOx C2PAN9W SLR•
P—SEPMt(POONOOS£) 9 PYW�
1-1,000 WLLON SFP9C TA`M
1-B'OLL x{'O[ID LFACIBNO POOL g•
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0 y./•
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£ \ s N
4
FILE®-134D p,
SCALE:I'-BO'
DATE:JULY 11.2019 •PP] 1 '�" ��
MARCH 17.2020.BOH
MAT 11.2020,REVISE PLAN 11 •J:"i•^
DECEMBER B,2020.SET STAKES,LOCATE SPRUCE ROW
JANUARY 20.2021 REVISE BUFFER §
JITLY 29.2021.E)DSTIND CLREAINO.SET LATH
FEBRUARY 4,2022.REMOVE PROPOSED SHEDS
1
BL'7rN W
REV30 SOBDM M YAP OF IBNOR—SON RAT MADE FOR ROBERT T. F
BAYILT RFD JUKE 11,.1B Al YAP NO.ABIB
LOT AR.1V.—3D.FT.-1.19 AFAES
PROPOSED BU .C09NA¢(xOFSE W/Om POOHOISE,960E
OAPAOEI 1.—A 50 FT.-2-
PR—TOTAL LOT COV AM'IMOU S0.iT. BSx
PROPOSED CIEARBIO/SOL OISRwBANCD 37,22O3 S0.FT. =4X
m
uFVlndn ARe xA.vD.19ee DATUM. Z
I IObSEaRAwRCEM `ASP A SOE wiER�M WA D AND 5 ({!I
y
f v FINAL MAP
SURVEY OF 5Z10. REVIEVVED BY ZBA
SEE DECISION#758S
LOT 3 &' DATEDL2 112 1 aoai
407 RIGHT OF WAY
MAP O
ROBERT T.
BAYLEY ���•°m�P'°-
SITUATE AT n� COLONIAL SURVEYING, PC
SOUTHOLD
JOSEPH SECCAFICO, PLS
TOWN OF SOUTHOLD N.Y.S.LIC.NO.050906
SUFFOLK COUNTY, NEW YORK 149 HAMPTON ROAD
S.C.T.M. 1000— 59 — 7 — 29.5 (('''���///��I SOUTHAMPTON,NY 11966
PH 631-263-5500
Qy COLONIALSURVEYINC§YAHOO.COM
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NOTES
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JAN 00 2027.. 11—
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PAVILION ELEVATION-SOUTH �l PAVILION ELEVATION-EAST
� SGllE•1N'=1'-0' SCALE-1/4'=1'-0'
I
I REVISIONS 1 DRNNNG ISSIIEr
« �O No. Revl,loNieeuo Deb
OS f'I�F��°/y ••
r'
ye.osffi�o�'
Fessto 4`Y
FINAL MAP
EVIEWED BY ZB
'EE DECISION#
DATED/j- f P e ecs Tlua
�OPEN
TNRoucH ku
VINEYARD HOUSE
a SOUTHOLD,NY
- ------------------------------------ ?
GREGORY TACK ARCHITECTURE
��J aee rsmeerNsurte�u
aoaarx,:uml
- � rl !_� vnrxcra;conr,uccrnu
�1 PAVILIONELEVATION-NORTH n PAVILIONELEVATION-WEST �' VINEYARD PAVILION
scAtF•va•=rar _ srALE•va'=t'-0' ��.�
ecY
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f.B'CONCREIE FDUNDANON
R—%mN.3-B--E
FOUNDATION PLAN 3.5'HICRd NCEUBIDNGRADE)RDNPMRCED
SCALE:1/4"=1'-0° w/30/IDA(6 WIRE METALMFSH
REVIDIDND X DFRAWMG 18eUE.
Nam. Rwie2wJi.we DMe
mcs
7
_ 6
O COLUMNS
(3)2XI2 HDR 32X12H 2Xll HOR 21I0Daf6'O[
MECHANICAL
ROOM
3'•E
b - OPEN PORCH � B
SKd (Nm ENCI W) SK6
VaI3 _ :XBGwI6roc C w HALL m
- - FINAL MAP P""`T"''
�^ 2. REVIEWED BY ZBA 71
SEE DECISION
coLUMNs c DATED a /-L-2/2
aR.
BYOTHFRVINEYARD I-LOUSE
112X2]XDRSOUTHOLD,NY
E T L OF NC{'� GREGORY TUCK ARCHITECTURE
GKd BK-0 �y'�R�� / �° ®J.AOROCRYEI N
Y � WMYAREGORYNDCW
1.2%6 FXPFRIDR FRAMED WALL PUTS NEIGXT ' �
ATR'-51/2'.M6TALLON2X6ALRPUTE ON VINEYARD PAVILION
FLOOR PLAN CON PEE '°s='e\O
2.31LL PUTS TO INSTALL OVER iERMDF SHIE ID
SCALE:1/4"=1'-O" ANDSLLSULPFRCODE. �OFEBSIC„ .
i5/0'SHFAIHINGw/TrvEIlUNDEAIAVMEM
AND XPADVWIRLDING.
eot—t ft..- vineyma NwXa
Deb
V13r10]I C_2
Dee D J J
NOTE
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R s 1L 1�
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0
ROOF DRAINAGE LP uCEDRRswxclER80.cm0E 4Y6W1E00MER OL
30e FFlTUNDERU ENL 1-3/<%li-)/9 1-314%I1-7/8 � 0.
RM mm e.NMN D UMa MM.- 2.INMLP00FINGMR3la'sHEATHING MLPoWE MLPIWE
2035Mn 360m.R. 11)8'6u•2•deep 37m F2T AL 12 R -"
h��
ROOF PLAN
SCALE:1/4"=1'-0"
2IDU @1fiwC 13)2%12GIRDER 1312%12GWDER
REM1910"3 DRAWING ISNFE
=MNs Nc. RsvleloNleeue Dna
InD* M) 16YD]NER61
MECH. HALL STO'aACE w/6unm /6wam
ROOM m � wnRml 1%bTl]YP)
s•mxcsuR RuxwRID s•mxcsuP RUNwRaD
w/10/I°61Ifi WMM W w/30/306%fi WMM fi'K,LL
1698'Lm 1690'iTG
Rl ea ueAR R136 REBAR °
8 PAVILION SECTION /�1 PAVILION SECTION
STALE-t/a'=1'-0' SCALE•114'=1'-0'
V2 �J FINAL MAP P°'°"no.
RJ
REVIEWED BY ZBA
]%BU @36'OC 2%e U @I6'W
SEE DECISION# 76r3— ;
R12%12=M
4 DATED .1 �Ib
^" mwMNsle mxEu) Ell
VINEYARD HOUSE
-- "JWA'pD��MPI or SOUTHOLE),NY
UNENCLOSED HALL MECH.
m PORCH ROOM d GREGORY TUCK ARCHITECTURE
Y. �ePOOlaM i3v.tl2at]Ix
Lit
` fy KYAY.OPEC�RYNRCAN
R'q OSR�, `IY[-
�0 65SI0
e'RC
6'CSiG61ABREINFOPIID VINEYARD PAVILION
O µ.me w/]W1061f6WMM Q .
36-!of'FiG
RI ea PEfinR
Pre•pct Efheet
Vlneyerd Hauser
5 PAVILION SECTION D°W
IfWMI S-3
scn1E•va•=ra s=6e
NOTES
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•
APPR ED AS (NOTED lu
•
DATE: B.P.#
FEE: RY: w
LJJ
NOTIFY ?BUILDING G D_ ,�R T WENT AT z
765-1802. 8 AM TO 4 PM FOR THE Q� z z
FOLLOWING E PECTIONS: -� W(0 o N
1. FOUNDATI N - i%N0 REQUIRED V Q o 0 0
FOR POUR CONCRETE m =~
z
2. ROUGH - F MING & PLUMBING U- 0 =
3. INSULATIONw -o
4. FINAL - CO ' ;r,� O': MUST �
0
BE COMPL E r - 0.
ALL CONSTRL IC^: SHALL MEET THJ Q)
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. 140T RESPONSIBLE FOR
DESIGN OR (',(INSTRUCTION ERRORS. PAVILION ELEVATION-SOUTH
n PAVILION ELEVATION-EAST
SCALE-114•=T-0'
COMPLY WTH ALL CODES OF PLUMBER CERTIFIC� ' ` - ! REVISIONS<DRAWMG-ISSUE:
NEW YORK ATE & TOWN CODES ON LEAD CONTENT B! = osr►Fyy
No. RevisloNlssue Date
AS REQUIR AND CONDITIONS OF All exterior lighting �
CERTIFICATE OF OCCi Y
installed,replaced or
OUTHOLD TOWN ZBA repaired shall conform SOLDER USED IN
i 1.1_ LI 0APC to Chapter 172 SUPPLY SYST' - ya
" TEES of the Town Code EXCEED 2110 v.,
essw+�'
.00CUPA NCY OR
01111
USE IS L 14LAWFM
WHOU f C E RTIFICA? P o�e�t Tltle
OF OCCIPANCY
OPEN
THROUGH
RETAIN S Cyr lr WATER RUNOFI VINEYARD HOUSE
PURSU,r`T T CHAPTER 236 souTHo>_D, NY
OF THE 1_01W CODE. ______________________________________________
GREGORY TUCK ARCHITECTURE
68 JAY STREET,SUITE 712 I
BROOKLM W.11201
W W W.CREWRYTLICK.COM
PAVILION n ELEVATION-NORTH �-------r w� ON ELEVATION-WEST
SCALE-114•=r-0° �J scaLE_,r4.=r-o• VINEYARD PAVILION
ELECTRICAL RICAL
INSPECT( REQUIRE® =i PI_uN1BING 1NASYE.:.
` ,'^ Protect Sliest WATER LINES NEED' Vlreya d Noise
{NG:i6FORE COVERING Date
1/13/2021
Scaie •J ,
NOTE5
•
34'-0"
Lu
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KJ zcoZ
WcopN
z m O CD
ti
•— O H r
w0 Om
LL
O -
1.8'CONCRETE FOUNDATION
2.16-W FOOTING W(2)#4 CONTINUOUS
RERAk min.3'BELOW GRADE
FOUNDATIONPLAN 3.S'THICK CONC.SLAB(ON GRADE)REINFORCED
SCALE:1/4"=1'-O" w/10/10 6X6 WIRE METAL MESH
REVISIONS 4 DRAWING ISSUE:
No. RevleloNleeue Date
SK3 SK-5
6
w-13 COLUMNS
RV nTl4r:P
(3)2X32 HDR (3)2X12 HDR (3)2X12 HDR
2XB IJ fel6'OC
MECHANICAL
ROOM
5 m OPEN PORCH 5
SK-6 0' (NOT ENCLOSED) BK-5
2X6 CI[u116°OL _ HALL
ProJect Title
M
2-4 � — 2-0
,n
re ST\ GE R008
COLUMNS _
FPQ
0 ' BY OTHER
(3)2X12 HDR w33 HDR VINEYARD HOUSE
(3)2X12 (3)2%12 R SOUTHOLD, NY
a W13 34' p�NE�y►r GREGORY TUCK ARCHITECTURE
6 7 f 60 JAY STREET.SUITE Tit
SK-6 SK-5 BROOKLYN,NY 11201
• WWWGREGORYTUCKGOM
1.2X6 EXTERIOR FRAMED WALL PLATE HEIGHT
CONCRETE.1/2'.INSTALL ON2X6ACO PLATE ON VINEYARD PAVILION
CONCRETE
FLOOR PLAN `
2.SILL PLATE TO INSTALL OVER TERMITE SHIELD
SCALE:1/4"=V-0" AND SILL SEAL PER CODE FES91aT'
3.5/8'SHEATHING w/TYVEK UNDERLAYMENT
AND HARDIPLANK SIDING.
ProJeci Sheet
• Vinyard 14—
Date
l/13/2021 C_2
bcele J
NOTES
O
Lu
12
y7 n l� 9�n� •
l
12
ui
1-3/4%11-7/8 MLRIDGE � �� LLI
2X1O RR @16'OC
2X10RR6Dl6"CC Q) }
c: W Z U-)
�Q 12 /q W CD N
JOOm
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LL
ROOF DRAINAGE 1.PRESSURE TREATED CEDAR SHINGLE R&RSTO BE INSTALLEDOVER 13�
30#FELT UNDERLAYMENT. 1-3/4X31-7/8 1-3/4X31-7/8 0-
AREA 2°RAIN/HR. DRYWELL RED, DRYvVELL CAPACITY MLRIDGE MLRIDGE
2.INSTALL ROOFING OVER 3/4"SHEATHING
203.S SO.FT. 34.0 CU.FT. (1)8'dia.,2'd-p 37 CU FT TOTAL 12 12 (�
ROOF PLAN
@,6 OC DBL 2%8 Ci J
SCALE:1/4"=1'-0" 1ysOP� �xtiDP
2X8 U @36"OC (3)2X12 GIRDER (3)2X12 GIRDER
REVISIONS 4 DRAWNG_-ISSUE:
COLUMNS COLUMNS
(BY OTHERS) (BY OTHERS) No. RevlsioNleeue Date
MECH. HALL STORAGE ; w/6X6 ACC, w/6X6 ACQ
ROOM m ROOM POST(TYP) POSr(TV)
r.
5"CONC.SLAB REINFORCED S'CONC.STAB REINFORCED
w/10/106X6 WMM WAl1 w/301106X6 WMM + WALL
16°XS°FTG 16"X8"FTG
(2)#4 REBAR (2)#4 REB.AR
PAVILION SECTION PAVILION SECTION
6 SCALE-1 ==1'-0' 7 SCALE-ll4'=1'-0'
12 zxfORq ProJect Title
BP B B
�y>D 2X
2X8 CI @36"OC 2X8 O @16°OC
(3)2%12 GIRDER
0
' mIt COLUMNS(BY OTHERS) VINEYARD HOUSE
6X6 ACQ POST(TYP)
r w/
of�w sOUTI-IOLD, NY
UNENCLOSED HALL `" MECH.
aft
PORCH ° ROOM A GREGORY TUCK ARCHITECTURE
O 68 JAY STREET,SURE 772
BROOKLYN.NY.77201
IVtY W.GREGORYTUCILCOM
pSlf�
ss>4 VINEYARD PAVILION
B°PC S'CONC.SLAB REINFORCED
O WALL w/10/106%6 WMM
m
]6'XS°FTG
(2)#4REBAR
ProJect Sheet
V Ir 6 d 14-
n PAVILION SECTION Date vL3/2021 6cele C ^K
SCALE-114'=P-0° J—J
J
NOTES
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT&GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. '1•
•
KING STUDS11
RAFTEP WALL SIUD
ENOTVALL tit
DOMU PLATE I..L
CRIPPLE"UG
\�
RIDLf BATHTUB W
LOGSUJ
NEAOER DOUBLE FAST Z
SOEVIALI
RAFTER V■
JPLK STUDS L/ z
FLOOR JEP NULBIM DESCRIPTION APPUCAMN W Q N
1ST. PD3 HOLG%IN CONNECT TO 1 SINE OF ALL CORNERS L
AHCHCR TO FOLNEATTM V!/ANCHOR BOLTS BATH/Sr,TUBS E HAVE A DOUBLE FLOOR.OISr UNDER FOR ADDED SUPPoRT ,(
Coll BIT TO 1 SINE OF ALL CORNERS ON WCAl1ON USP NUMBER DESCRIPTION APPLCADON LOCATION SP NUY.BER DESCRIPTION AP'rIIL ATAN RAFTER S2EUSP NUMBER DESCRIPTION APFULAIpH _AI,•PpORT EACH WALL TIIIPIMG PARALLEL PATH THE ROOT Q O O (D
HOLD OOYM BOTH ROT.PLATE OF 2N0 FLOOR AND TOP JOIST OREC IiDN 1ATH(2)JD6TS UNDER YlALL ,n Oca
2N0. PDSS ALL OPENINGS lBTA12 1-1/4-x12.20pc.STRAP APPLY TO EACH JACK SND ROOF LSTA2< 1-1/4'x2<'20pu.STRAP PPLY ONIR kgGE IC EACH PAFIEF 2x6-2aB L52fi IBpc.SLOPE HANGER\PPLY E EACH RA=iEi/LEDGER FOR JOiT NOT DIRECT Y UNDER PARALLEL-ULE,PROVDE V/
ANCHOR PLATERS 1ST.ROOT. R Vl/TL THROUGH ILL OPENINGS RT3 OR RT2 iYDDYM ANCHOR APPLY TO EACH CRIPPLE SEO 2%10 I5210 IBpc.5WPE HANGER PPLY TO EACH RAFTER/LEDGER BLOCNIIIG 62{'OC ��
X ME ROORS TO EACH OTHER I'!/iHREA0E0 ROD. O M
LVALL 57U0 THROUGH-ROOF CYNAUSI V/ a
N15 2LECTED AND W
DCATL'D BY DONTRACER � ILL
METAL STRAP Li CRICKET AT TOP-SIDE OF AS RLATIOH CHANNEL ,A/
IgUNET AS REQUITED 0^
RIM BOARD RAFTER RAFTERS EL
WAL SHEA—G MAINTAIN
SILL PLATE(S) VTRTV110N WOO 3O1ST Qj
• SOESVALL FLASHING BIDCK%.G
FOUNDATp)N TOP PLATE 2x4 LEDGER BLOCKING V'
• - -,' - -- BAR.WALL AND UOIST KG .x4 SOFFIT J015T 0
BAR.-- - LAP RASHING
STAPPING l0 BE ATTACHED M. ITNI ACCSTUDSS UDS"a T t\"E -- FINISH
AND
ATTOC SHALL BE ER ENTFD LNG A FASCIA
AND PA1 NUTABEV/OOOP OPENING JACK STUDS BErv¢Eu O A ID W D HR I LESS
NET FREE Y50 0 ATlHE AEA GUTTER
ZODR,K1IST DEPTH USP NNABER DEED RIPTgx APPLICATION ROOFirvG TO AWID SOAKING MALL SNO ITHE SSPACE VV�NT AITEO�FALLEOPENIANGSF vAOD GIRDER
INSTALL 4,V O.C. SHALL BE COVERE➢TVTH CORROSION- ONI.SCREENED NET-
4"-8• LET— 1-I/4"x24"2Gg STRAP AND JACK STUDS REEISTADT LTETµ LESH T TH MESH -ONRN.SOEII/EKT.PLYYAOD
u ALL OPENINGS PROVIDE HELMED EDGE AT OPENINGS OF Y.INCH IN CNEIISION.
INSTALL 3'O'O.C. FLASHI.L TO FORLI CHANNEL LOCATION USP NUMBER CESC_RM W
SC-ED EAVv
D I AS TO UAINTAN AIR
le LSTP30 1-1/<•xJ0"IBBc.STRAP AND JAL,SRN, GAP TO PRErWT C•PILLARY 4"-6"RAPIER RT10 10-3/4's IBgc.IFp0Y41 AIRCHOnPONGS BLOCKING BETAEFN GISTS THAT ARE SP6E0 AND
N ALL OPENINGS ACTION VER BEARING'11µ15 AND HEADERS
INSTALL 4'0"O.C. ROOF /14'-IC LSTA36 i-1/<"c1C IS—STRAP AND JACK STUDS 9"-12RAPIER RT20 1-1/8"x 20pc.ITOOYN AA•CHOR SOFFITED EA.DETAIL
N ALL OPENINGS KEEP ROOFING NPLLS OUT
OF FLASHING
2ND.rLo G WALL R - PIEV15IONS 4 DRAWING ISSUE:
ROOM•G LAPS BASE
FLASHNG 4 INCHES �'/,`�
RAr-TER RIDGE LAP OF SAVE NO. RL'V19IoN199Ue Dd1E
L LLL Li I BASE FLASHING ARAPS CORNERS, MA—U,.AS ROOFING
\/ E%1MD5 UNDER SHINGLES AT
SIDES A IM ES SH UPS LED TO SHEARRNG
SHINGLES AT BASE MIN.4 INCHES THROUGH VENT
WYYJD OLT
TOP PLATE GROER/HEAOER
SIDE 11ALL FUSHNG AUTTO VISi
IST.-LOOR 1•JgLL STAPPING TO BE ATTACHED TO IVALL STUDS 048'OC
AND ALL MKDOW/DOOR OPENING JACK SNDB UE Al-FLASHING PATPo�CA�S,.WEEtVAL AED EDGE S, IVALL SNCAN RAFTERS
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TD FORM DRAINAGE CHANNELS AND
INSTALL d'O.C. PREVENT C4PILL<RY ACTION
LSTA36 1-1/4'x36•T6gc STRAP AND JACK STUDS LOCATION USP NUMBER DESCkPTAN ""'ATOM PRE-UANUFACTURED KEEP SHEATHING UIN.I-1/2" ALL.A'STE CONN'CTED TO A FLUSH HEADER TO BE SUPPORTED PATH
H ALL OPENINGS CONNECT EACH ROLE VENT FOLDS FROG PEAK TO ALLOW FREE THE PROPS?STEEL`CONNECTOR.
4AF1ER/PUT RT15 IYWAM ANCHOR OVER RIDGE TO AW PASSAGE IF ABLE.SET FIR,gISTS PPRDX 1/2 HIGHER THAII LVL HEADERS
WSTµI/'0"O.C. RAFIFF E PULE COHFORU E SLOPC
B"-16" NSTA48 1-1/{"x48"t6gP STRAP AND JACK S11105 CONNECT OVER OF ROOF TD ALLOW FEE
SHRINKAGE G REDUCE 6UMP OUTS
N ALL OPENINGS PUIE/I4AlL SP1H4 IUD F"ANCHOR LA1E5 TO EACH STUD
ML SILL PLATE SUBFLUOR
TERUYIE SHELD
SILL GASKET • I50DD JJ15i5
CONC.SLAB ' NEOPRENE _ f 2x6/2xB CONMUUUS Y.AOD PLATE
TTP.LONG.FOULA- A GASKETBOL
OA4IPPROOF E (A Y GRANULAR TILL I 3D R�BOBS OALB NeTMc.STAG.
fiA111 PoLY ON C I )'e • ' V
STEEL COLUMN1.
A3� CONC.SLAB b - i ^ ROOF JACK A' 1j1(q STEEL BEAU
(A` ' V PoURED CONC Ele�eIENT: ��4•a 1/4"a B-STEEL
COMPACT FTU
1 BLOC%VIµU 15" GOO_TAPE TOP AND BOTTOM PLATE
8 FL S TTG AT PATH I/2•x V ANCHOR BOLT
KEYVIAY FOOLING Q•O CONC.FTC. '8 .'O'e .•Ce' USE WITH Sx3 SQUARE WASHERS SIDES AND TOP 1/'a'GROUT
e• ') `O O ANCHOR BOLT CONNECTION (USP IDPSSS OR BPSB3) PFO�ecL TItIe
_ 3.STEEL COWNN
C REINFORCING BAR FOUNDATION /8"DIA ANCHOR DOLT I I (10 KIPS)
ANCHOR BOLT CONNECTION RUPP RR FLASHING LAPS '
i DRAIN TILE p w mA NOOFTUC AT BOTTOM
SRL PLATE E FOUNDATION I STORY XIut TY" IN
CRAW-SPACE
PAL OR FOIINDA TYPICµ BEµ1 DE TALL
SILL PIE TO FOUNDAm. 2 STORIES 36"OC STEEL/BOTEM BEARING
TYPICAL CONC.FOUNDATION.APPLY FRASTERS M.N.3"STEEL COW"ANCHORED TO 24'a24-K1Y CMC.a G. CP,AW SPACE OR FO •DA N
YMEP.E NEEDED FOR STRUCTURAL BRACING
TALL BOTTOM PLAIT:E FOUNDATION 1-2 STORIES BY OC ROOF JACKS G ucNiS DETAIL Oft
SU-ON-fRA
/ I v—SUBFWOR VINEYARD HOUSE
OOM FRPNE I 1 IOL.
CON°-SLAB GARAGE I O--JOIN' SOUTHD, NY
I
fiKb IO/10 VAVL
COUPACT FILL COM I USE 2xB STEII BEAM
FOR BLOCKOUT
P i PLATE W%6 IT M SLOPE
4"DRME AY NOTCH JOIST AND AD.UST HflGHT
1/2"AIR 5'�E •• i� I • • (F%ITH
SE A NAWNG PLATE IF NEEDED) GREGORY TUCK ARCHITECTURE
• ;q% AT END AND E BE APROX 1/2'OR HIGHER THAN
ES OF VgOD STEEL.BEAU E ALLOVI FOR SHRINKAGE 68 JAY STREET.SURE 712
G44nF -' ¢.crn BEAUS (PROVDE STRAPPING TO KEEP JM AUGNED) BROOKLYN.NY.11201
6ltfi W.VLM. A C C — `�SUBRDOR
12' a • e �•A D L ' W WMGRL_GORYTUCK.COM
/P •• O L1.8 �•A <A• NOTCH BEAU FOR LIUDSLL IF REOUAD--MA)pMUM A L
LAIN, DAro a NOTCH EO—S 1/4 DEPTH OF BEAM c �••L.Lis —I I _ MOIST
NFORCINC BAR REINFORCING BAR Y • (fig
AO!e• STEEL BEAM
DRAIN TILL SHEET METAL/H I FELL UNDER BEAM AT POINT VINEYARD PAVILION
12" OF CONTACT WTDI CONCRETE OR CONC.BLOCY. PLATE(BOLIEU TO BEAN)
r
TYPOµ CONC.ALMOGTHG FOUNDATION.REINFORCE AIM(2)14 REINFORCING GAPS THOKEN SUBS BENEATH BEARING WALTZ AND CDLUTAS . SHRAS TO LEVEL BEAM
REINFORCE FOOTING MTH(2)14 REINFORCING BARS. 3"LO+INUO BEARING SURFACE FOR V.00D BEALI GARAGE DOOR BUDCKOUT
REAM POCKET
.�/���� PfOJBCI SYseeS
Steil' Vlmgwd Houee
•
DeLe /�
vL�/zozl S-`-f
� � 6cale
NOTES
--4
OL
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE � PLAN CONTENTS:
ROOF FRAMING: OCCUPANCY CLASSIFICATION
R3RESIDENTIAL ��
i).1/4'.20RIDGE-T gauge
bah NAIL NAIL BUILDING USE Rf31DE471ALDWEWNG W
hanx 20 gauge nap shall u l',Ma s each pair of alters in d oomm re to table 3.4, JOINT DESCRIPTION NOTES
When a collar tk(s uusd'm ku of a ridge Wrap.Ua number of 100 moon is reryired QTY. S/ACING (SEE PLANS) ,� z
CONSTRUCTION NOTES- b aach and of ma ectler lie need not...ad the tabulated number of Ba-it,in the m p. RAFTER TO B'WALL 34id COMMON EACH BUILDING OF HEIGHT ♦�
TOP PLATE 19 WALL:4.8d COMMO RAFTER TOE-NAIL TOTAL SQ.FT.OF CONSTRUCTION ��PLANS) � V
1).Theirdormationwithin Htis[el of m[utrurtion comments is related lobadcdnign 2).RAFTEA-TO-WALLASSEMBLY: CEILING IOIST 8'WALL:3-8d COMMON EACH DESIGN CRITERIA(UNIFORM CODE) 20201RC.2020 HYS UNIFORM FIRE PREVENTION AND BUILDINGCODE (0 Z�
Intent and h ing details.They are intended as a constotlion aid,not a subn{lute lateral framing and shear wan connections for rifler,calling or tons to lop place Ihen be in TOENAIL
(or generally accepted good bw3ding pradica and compliance with current New York ^'�^•^to fable 33.When a rafter or tmsf do not fan in U.with studs below,afters TO TOP PLATE ld WALL:4-Bd COMMON JOIST FRAMING ELEMENTS AS PER FLOOR PLANE,CROSS SECTION.DETAILS.AND GENERAL NOTES W Y 0
Slate bWldng odes.The General Contractor is responsmle for pnovki g starhdard or trucan can be attached ro Ore wall top plate and lie wall top plate shall be attached to CDUNG JOISTTO AS PER TABLE 3.7 EACH FACE DOnrxtrvimm trot nests oOxan DFaD tOAo lvm nsmvs aLpwa9IF nnEpr .1 dApC aeusussete.v N
mndmetbn details and Procedures o ewrre a prof siowlN fw'shed stnatluraily Ea to the wall dud with uplift corm hom,Roofs overhanging the rake side of the bonding PARALLEL RAFTER WFCM-SBC LAP NAIL uNassais mE ATncf(NO STORAGE)10 IXTFnro¢(U M iR.i era m mutt IS ¢AfTmt GRTATFA THAN]:D ntiCH tAap f, 1
sound and a weatherproof mmplefed Product. shall be commotall with uplift connections in amordarce with table 3.3c CDUNG JOIST UPS AS PER TABLE 3.7 EACH FACE Uh'WIIAartABLE ATIXS ItiovAGEI 20 ixtFRlOR NartinMvO sTEELWAt1f t4 Rio Fp4gHFp tTnA.l �./ CD
2).The Gemral Contractor is responsible for oswing that aliww4 and mnstrtrdion 3j.WALL-TO-WALL ASSEMBLY-. OVER PARTITION WF{M-SBC LAP NAIL s1Apm9t£ArMZANO zit INmEuc cRf F_.D_Omuu I. p+tl¢ro0.aulls'�mv.UtllrtOus � Z m O ~
nabs current fedeaL state,.only and local odes,ont iwrm and regulatlom.arc. Wan thuds above and thuds blow a floor Teel shall be attached wish uplift connection[b GOLIAR TIE AT PER-TABLE 3.4 EACH FACE TIKI1Ddi1 cum STA[Rf INfE¢roR fuGHT[RAMt)fiE¢1vAtlf 5 DlbRf O
Thane codes are to be considered a,pad of the specifications for this bolding and accordance with table 3.36.When wail studs above do not fail in dim with studs below.tM TO RAFTER WFCM-SBC END NAIL ixrtnnfl aA1GONrtt ANO Dltu ao µ1fOM¢Y VIALLs Lg•Ts+Kzl gp cSImIGf lvufriR frvcC01
,hind be adhered ro even n in venom with the plan. studs shall be attached to a common member In the floor assembly with u lift conrMors b BLOCKING EACH TOE DRE�'� rpiK¢ETE Walt 16•THICq OAKS(GYMUM) W. (� O 0 (0
ywh P 2-Bit COMMON GUAPM AND I1.eNDe mtl 300 nv hLAllf Ip ALL OTIYA[TRIIRUDALMFMBEnf 1R40
accordanuca with table 3.3. TO RAFTER END NAIL WARD W,iILLCOsnvOHfMs 5o OTEmO0.\ WW"'na M") rtnw 0-O'^
3).Dimensions shall lake pmoadam over-led drawings. EACH END VEHKlF G¢AW(RtD15)PER 20 tit,W.tOwror uJ
-" 4).WALL ASSEMBLY TO FOUNDATION: RIM BOARD NAst'GE0.VENInFs ao IXfER!o0.Wuu LBM'asE sll+IMEB WxD LL.I
(DO NOT SCALE DRAWINGS). TO RAFTER 2-Ibd COMMON END NAIL
Fiat wall dud[shall be connected to the foundatbrt dC plate.or bottom plate with upnft ON-RFEPnG ROouf o ixtmioR Wets IT,DnaIF iRJ1IHE5) Wlm LL
e 4).The designer has cot been engaged for onrtructlon supervision and assumes no mnnedon.steel drops Ihall nave a minimum embedment of 7 irvhes In mnaele WALL FRAMING' ttEfPD1G PDOA1s 40 tasiO3(tUPPORTMG MASOFry WALLR vow O
mspondbllity for construction mordinatihg with these plans•nor responsibility for foundation and slabo trade.15 inches In re onry block foundations.or lapped under NAIL NAIL
Amy 40
construction meant.methods.techniques.ssgmnces.or procedures,w roc safety the plate and nailed in aneordanc s with table 3.3b.When deal straps are lapped under the JOINT DESCRIPTION NAI SPACING NOTES ROOF GROUND$NOW LOAD zo
precautions and pmgamc in connection Wh the work There are no wartamties(or a bona.plate,3 inch square washes[hall be used with the anchor bolls.And.,bolt EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE Q A,
spedfic use expressed or implied in the use of these plant. Sparing it to be spared and sued in aanrdance to table 3.2e.In addition ro sparing. TOP PLATE TO 2-16d COMMON PER FACE NAIL
anhor bolts are to be spaced between 612 inches from Ind end of a 71 plate and Al TOP ATE T FOOT SEE NOTE:I LOAD PATH SEE CONSTRUCTION ANDWND PATH CONNECTION
5).Refer to the Wndow and Door schedule for ededor openings. orners. TOP PLATES AT JOINTS FACE (ROOF-Fit DATON DETAIL PA ESGENE LN07F.PA E _ate
INTERSECTIONS 4-16d COMMO EA SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE u'
6).The Gereral Contractor h m amine that masonN or prefabaded fireplace[meet, 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24' FACE EGRESS SEE FLOOR PUNT AND WINDOW SCHEDULE O
r exceeds manufacture's spetlf fmm and applicable codes. Type 1 exterior shear wails wuh a mminsum of 7/16 irdiwood eruaurel panel on the ederiw 2-16d COMMON
cr atadned with Rd common nib at 6'o.e at the panel edger and 12'os.b m fell,and STUD O.C. NAIL Yin^ SMOKE ALARMS TO COMPLY WrTI-1 NFPA 72 AND NYS R314 NYS.
FIRE PROTECTION
I6'O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 MS. J
7).The General Conatlor u ro connlh with the owner for all built-in items 1/2 in h gypsum wallboard on the interior aUac ached with 5d Doter inns at 7'o.c at panel H HEADER Ind COMMON ALONG EDGES NAIL SMOKE 6 CO2 DETECTORS)
such as b-1 a[es.shehvhg.Pantry,doses,isms,etc edges and ID o.e lot the field shelf be b acoordarm with the length mquiremens specilced
M table 3.I5a-b. TOP OR BOTTOM 2-16d COMMO PE0.2z4 STUD END TRUSS DESIGN N. STANDARD STICK FRAME CONSTRUCf10N
8).Wind load requirements than be taken into armum dining mndnafon. PNTETO STUD 3-I6d COMMO PER 2.6 STUD NAIL ENERGV GAILUTAT1CINf 2020 ENERGY CONSERVATION CONSTRUCTION CODE Mf 19 NVCRR PART 124
6).TYPE IIEXTERIORSHEARWALLCONNECTIONS: BOTTOM PLATE TO: PER FACE NAIL CLIMATIC&GEOGRAPHIC DESIGN CRITERIA
FOUNDATION NOTES: Type n exerior hear an,cans meet t e ragabemen,or an a 3.ua a tins of tbe appmpdate FLOOR JO ST,BAND JOIST. 2-16d COMMO
1).The Ga-1 Contra-and Macon to review plain,akvanor,dca0s end notes to length adjustment/actors b table 3.16. FOOT SEE NOTE:1.2 ICESHIEID
FLOOR JOLT. BIDCt:MG GAOIIN WND SEISMIC FROST WINTER FLOOD
detemdne intended heighh of fmhhed floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERIAYMEM HAZARDS
7).INTERIOR SHFARWAU CONNECTIONS: FLOOR FRAMING: LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
Allowable ddewell la gths provided In table 3.14 call be permitted to be increased when NAIL NAIL
2).All fnosngr to rest on undisturbed(Wrgin)toil interior sheanaans are used.Sheathing and con eml shall be lo accnrtlanm with JOINT DESCRIPTION NOTES MODERATE SLIGMTO -
244.2 and 2.24respecWely QTY. SPACING 2015E 130 B fEVERE FT. TO HEAR MODERATE 17 NONE REVISIONS 4 DRAWING ISSUE:
3).Provide 1/2-expansion joint material between onnoale slabs and aborting JOIST TO: 4-Ed COMMONPER TOE
moat,or masonry wens occuing,n exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL TOP PLATE OR GIRDER 1o1ST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
Header and/or girder connections shall be attached wind uplift connect 1,assrda m BRIDGING EACH TOE No. RevlelONlaaue Date
4).Any n concrete walls being attached to exissng conaele sfotlure shall with table 35.Wndow In plate than be haw steel cormadprs in-dams,with table TO JOIST 2-ad CO O END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
be mstalied with RS rebar.l8'long at lY o.c.Use approved epory for installation. 3.5.
5 AT PANEL EDGES SUPPORTS IN THE PANEL Inn,
BLOCKING EACH TOE
5).Unte„otherwise noted,all slabs on grade to be 3000 P.O..Concrete to be TO JOIST 2-8d COMMON END NAIL 4'PERIMETER EDGE 20NE Bd COMMON®6'O. 8d COMMON®6'O.C. SEE NOTES:1,3
poured on 4 inch thick used or grovel fill with 6,6 wire mesh munfordrg.Interio..labs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTFS:1(.I-H FIELDS)
Where a rid robe used at a strutlual beam.the often than either be Crotched and BLOCKING TO: EACH TO INTERIOR 20NE ed COMMON®fi'O. Ed COMMON 8 72'O.C. NOTE:2 FO PANEL FEW
to be minimum 3-V2 inch Ihick,A I fill to be compacted to 95%mlaliva density with ge it 3-16d COMMON BLOCK NAIL
(layers). anchored em top of the beam or dope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE
6'maximum I'dls GABLE ENDWALL RAKE AND RAKE TRUSS Bd COMMON®4'O. Bd COMMON M 4'O.C. SEE NOTES:1.3
6).Crawl robe ded with.minimum 18'x24'access o Install our along the open ling part of the building.Connections ro the ridge and wall[hall be be LEDGER STMP FACT FACE
) spaces Pnwi peeing. attached white the above requirements. 3-1(d COMMON
Bx16.0 iron foundation vent for every 150111.f.of area. TO BEAM JOIST NAIL NOTES
DECK AND COVERED PORCH NOTES: JOISTON LEDGER 3-Bd COMMON p� TOE
7j.Damppmof cderiw of foundation with bitimdnon mating as requ'ved by mrtent TON
JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
N.Y.S.Racdeonal CoMrudion Cade.A 6- 1 poiyethylee film shaft be applied over 1).Loan otherwise ruled,an framing material 1.be 01 ACQ pressure t Iadf lumber. BAND JOIST PE0. END
the below grade portion of ederior ovals Prior to backfiYvhg. An faY.enen,hangers and archon to be gaHfidaad w stakdest steel. TO JOIST 3-16d COMMON ]Ou f NAIL 1j.For roof sheattd,g within 4 feet of the Perimder edge of the.of.'vduding 4 feet on each ride of the roof Peak.
BAND IOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required doll be used
81.Drainage as required by anent N.YS.Residential Constoetion Code. 2j.Gird.for dad[joists b be bolted to each post with washers and cos. 2-I-COMMO FOOT SEE NOTE 1
Carders on ante . shelf be a-.h..d with Iced conmctors a.,h..d ALL OR TOP PLATE
I- ProPes 2).TabWaled 12 inch o.r.rail spacing assures 1heaWng attached to after/Snot fammg members wish G>0.49.
FRAMING NOTES min concrete with Is miner en 12'dia x T long cu hoc bolt with washers and outs. For framing members with<0.42<G<0.49.the mil spacing shall be rehsced to 6Inches o<
1).NI framing technique and methods ei p'eseriptiva chug,of current SEC High Wed 3).Posts su,porsng girder[chall M anchored to a 12.UN12'thick oanaeie footing. ]OIM DESCRIPTION NAIL NAIL
Edition Wood Framing C..truction Memel. Use a minimum 12'da x S'long-chor boll with washen and mns.Footings Shan be 3 ft. QTY. SPACNG ImTabulated 4 buck of rail G<0.4.h,na sheathing g h after/uca fto 3 In members wIN G>0.49.Fw
below Bade.PmeNes with crzvered roofs[hall have 12•d'a.concrete Piers for the Binders. STRUCTURAL p�Q Ed AS PQt TABLE 3.8 TALLming SHEAmemberTHING
HI 0.4XGEQU the 1 sparing Shan be mdu d lit 3 inches S
2).Union otherwise npte4 ali(am(ng and rtnson.-ai wood material to be®2+BTR WTCM-sec WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
Dough:Fur. a).Deck joists rohave blocking atBDo.e. CEILING SHEATHING: SHFATMNGIOCA,ON NAILSPACING NAIL SPACING AT INTERMEDIATE NOTES
AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
3).Flow wall.caning,and afters to be spaced at 16 Incas o.e unless nosed 5).A minimum of 10 inch flashing than be installed between the Lettering and ledger- NAY NAIL SEE NOTES:1.3 BOTH FIELDS)
othenviu. Ledger to be fathered.building with 12'die,bolts with washers and rots JOINT DESCRIPTION QT1• SPACING 4'EDGE ZONE Bd COMMON®6-O. ad COMMON @ 12-O.C. NOTE 2 FOR PANEL FIELD
where readed. GYPSUM T O.G EDGE
4).Unless otherwise noted,ail bearingwa0 heathen to be(2)2z10 02+BTR Doug,Fir. WALLBOARD Id COOLLRS ID°O C FIELD INTERIOR ZONE ad COMMON®fi'O. Ed COMMON®IY O.C_ SEE NOTE:3
Bearing wall headers to have 2)jack shds and(2)full length studs on each ride of all 6).Concrete piers shall be a minimum 6'above gale.
opening,.LVL handers 1.he-2)jack Ind,and(2)con length studs on each[Ice of WALL SHEATHING• NOTES
opentngr.Bearing wall window eels[haw at have(2)window sill plate for 2x4 wall 7).An joists to be opposed with hangers and anchors.Each Join shall also be anchored
opening,betwem 4'1 and 6D and 2x6 wail openings between I'll and.9.Provide Ere to girder(t). JOINT DESCRIPTION hWL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable. QTY. SPACING
5).An flush beemo eadsm to be installed with heavy duty g,hinbed hangers and 8).Covered Roofs dull be assembled and anchored the,-mariner as a typia AL l bending. STRUCTURAL AS PERTAB LE 3.9 1).For wall sheathing within 4 feat of tbe-...he 4 foot edge min attachment requirements shall
Ed COMMO be
archon where appl-ble tit at omeding joist[. PLUMBING NOTES PANELS W FCM SBC used
7/16.OSB 3'QC.EDGE project Title
6).Double up Oor joins uwkr walls that run paallei to the poor joist and under bath 1}NI wale supply.damage and vmt(ng to be Installed a,per N.Y.S.Rendenfusi 6d CO O 2 Tabulated ramirg me Wan, hee nail
Itaeed to stud forming members with
PLYWOOD WO.C.FIELD ). pacing atfn s ga
Fioon to have reramR file inialkd chat be verified for proper bad capacity unless no Conso--ion Code. GYPSUM T O.C.EDGE G>0.49.For taming members with 0.42eG<.the mil,padngr shall be reduced to 6 inches o.e
it on plans WALLBOARD Sd COOLERS lo'O.C.FIHD
7).Prwride 2-I-3/4'tNck midola,n(height ro match floor joist[)around dairuell and/ 2).Verify septic system wind the Engineer for Suffoik Canty Health Depadmen approval 3).Fe,ederbr pxml riding.galWniand box cots shall be permitted to be substituted for mrthmon Watt.
olna-I opening,unle[wnerw emed(tvpan- FLOOR SHEATHING:
3).If wan nue,plate,orW.,are at crest during huallation for anry plumbirg reared work. NAIL NAIL h wovme Sra"rwris RlsEmocx imt sro wnTtov wlaxmxt psuecEs ro¢VNAemrmu A¢rtl
8).Domxrt running up roof rafters are to be supported by double rafters on dlFer,ide provide adequate bracing and plates to prophet and sedum the slrutlum Verify with the IOIM DESCRIPTION Q.rc SPACING
j
r.�nnu.�wv+cns aND,wo.m win z;AAx T¢vng vvdllxTheE maTwe[oa ea4rAn hanx Am
where aPPliable othenvse noted. date code and manufacture's recommendation for maximum hole Ow and spacing permitted-
-I- STRUCNRAL PANELS 6'O.C.EDGE (G¢FdovwuXa a+4v spccAoe two¢ a ACa DEriam w urompuro fuora uAwu vtn ssocri
HVAC SYSTEM NOTES PoAtEss BdCOA41OL lz o.GF1EtD x 5°ar.a° °w
9).Provide blodking/bndging bfloor pins at 8'0 o.c.Use solid blocking b Floor loins xxs uv>ve cdr nam n-sVlmoom.a 4lmm
under all bearing want. 1).Macanicel subcontador is responnbk for odhecuing to an applicable odes and safety NOTES: NOTE =a ° m � -�^^ '°�"m+^ VINEYARD HOUSE
10).Provide insulation bffleset eava vents between risen.Inlall daft blocking as requirements. COMPACTOR TO PROVIDE SOILTEST TO VERIFY rn'm°J`arhmoap'°e•4na°°M"'rmarh'rulw"slo�bm.
THESE NOTES ARE ONLY TO BE REFERRED TO IF m�ma� u pan ahe eaaham.�.xer wPou L'OI T 101 D, NY
needed. 2 HVAC submnsactor is to fully coor6wle II data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. DUSTING CONDITIONS.MINIMUM 3000P CAPACRY. v�e.,,arana v7 U 1 T'1 1-✓
). ly e systemwk.eu.ta¢4mmlDoma hantlha+re cm almae'rmMrtrMpbaerv+6 rohame4r9e
11).Unles[otherwise noted.all roofs andwalls to have a minimum l2'thlck.4 Fir egWpment supplkn d a"•"""rmt:r.Jwatm merhxumam..4+hrvawLmaN.4k m"""rim
PIY 1).NaLl'mg requirements are based on wallsheathing hm¢p�md�ox Wmaera-�vea cod.
COX anterior sheathe g grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit It to the General miffed 6•cm-mer at the panel edge.if wall Ihs thing SOIL COMPACTION:
12j.Unles olhendse rated use 3/4'thick TfiG PfS Fr or Advanlerh plywood subFlogr Contaetor and owner for fiwl review anda royal. i!-fled 3'oncenter at the Panel obtain hi [b NOvrnerO ofcOAN or ORwmCUAmnAL Co.uRo¢ a).Ah ac ueumoeabm enWu"�o-.:m+he^tr+1.m 1o^*rival wn"u'+'a^"u'wa"
PP Pane 6 gher vrNNTxmnG mnCONtnibNs vmo¢ro i>LL 4vv earn^",rev.o-r^se
adnendwithPL400adhe[weandmwredt,ibrjolns.Finishadflwrtobabdawad [heeraPadue.nanlnsragnireme,nbrsmndual ¢u.hgeiANDADOAoomo,:un,.A[Nrrom GREGORYTUTR ARCHITECTURE
.dherbnooraspermanWadmaswtDmm:. ELECTRICAL NOTES: merbenmanbedoabladorateswamnnemn, cou.mouDimndnnaaATdn¢[wa¢«o¢ n1"�a�4Pr6 "mra ,rnMnw.^amN� . Dxm^arrs
such as hear pates.shallbeuusd to maintain bad path p.�TRY pin Aof""IahmAUATa sf>).cowacr THE w.ruwrhwlm"wb WMm�w N.Y3.v.r1e^4ul coda 60 JAY 6TREET,SUITE 712
1).All ekctrial to beieWled at per N.Y.S.Residential Constodion Code. m4Ar n•nitfrvrKu).tONrvACTO¢To w•vEim xl.Ah openiphsm+a.ew.PWW4m.0 WNi rtllmes...lamm tent orr waie•a, BROOKLYN.NV 11201
13).Nl bathroom walls to have l2'thidk moinureaes&tart cheetrock,Carage warts and 2).When wall sheathing is continuous over mnnetled rElT.ey Ar¢priEdhOW1AGENttioa coWArnON. ,fuhwwm^4v:u nsm^wmten
ceilings and aver fumaca to have 5/e'Bucktype-x sheatral.M other parts of building 2).All efusdol work dull beappm-d by a qualified Underwrite, mamb-.1h.tabulated number of call,shall be permitted .rya4eerdeu".mh.a^4a^rum.a noare krwkN N.vs vaermw rear. WWW.GREGORYTUCK.COM
to have regular 12'shrelrock NI watt to be taped and finished to be reduced Ml-1f>d wit per foot. a1-onoipue c�.esnopp;o rnuyhz*[ur� ro°ON z).iwn.r
3).All electrical work to comply with 2014 NEC.
I4).All roof with a pftdh let than 4:12 shell be totalled with an la 6 Water barrier w
-p1r"ad equal.Has l(cry W be aPPI d with a Hbe af rgle,base she will,an EPDM 4ab n 15 Smut,datetnn and Carbon Monoxide delheton lhmmglroDt a,per teals,A3,4 VINEYARD PAV I LI O
t down type N
16)•M sN plates one umod'm mntad wish mncrele to be prtsure treated.Sill plates to txrmgn iromaAssmuraarovE ) j(/
be in,taned WN a fmm rill Becket and mPr-tale IerMte sNdd or appoved egml. Dn AvraOv.mwm-nsto yacdym
•
Project Sheet
vineyard House
S Date r
1/13/2021 _5
Scale