HomeMy WebLinkAbout48312-Z 356
.pF SOpryo`O Town of Southold
* * P.O. Box 1179
�0 53095 Main Rd
Ulm ' Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 45710 Date: 11/01/2024
THIS CERTIFIES that the building IN GROUND POOL
Location of Property: 2095 Nassau Point Rd Cutchoaue,NY 11935
Sec/Block/Lot: 104.-13-3
_ . Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 08/08/2022
Pursuant to which Building Permit No. 48312 and dated: 09/20/2022
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 in ground swimming pool fenced to code as applied for.
The certificate is issued to: Little Ducks Realty LLC
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE: 48312 7/2/2024
PLUMBERS CERTIFICATION:
A t oriz d Signature
SUFFoI�c . TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y. g TOWN CLERK'S OFFICE
o . SOUTHOLD, NY.
A
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#: 48312 Date: 9/20/2022
Permission is hereby granted to:
Little Ducks Realty LLC
100 Davids Dr
Hauppauge, NY 11788
To: construct accessory in-ground swimming pool as applied for per DEC NJ letter and
Trustees approval.
At premises located at:
2095 Nassau Point Rd, Cutchogue
SCTM #473889
Sec/Block/Lot# 104.-13-3
Pursuant to application dated 8/8/2022 and approved by the Building Inspector.
To expire on 3/2112024.
Fees:
SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00
CO- SWIMMING POOL $50.00
Total: $300.00
Buil ing Inspector
OF SD(/r�ol
� o
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G Q
Southold,NY 11971-0959 �oly� sear.devlinCa�town.southold.ny.us
COW N
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Little Ducks Realty
Address: 2095 Nassau Point Rd city:Cutchogue st: NY zip: 11935
Building Permit#: 48312 Section: 104 Block: 13 Lot: 3
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: LC Electrical License No: 38043ME
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service
Commerical Outdoor X 1 st Floor Pool X
New X Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO,
Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors
Disconnect Switches 4'LED F1 Exit Fixtures 11 Sump Pump
Other Equipment: Intermatic Pool Panel 8 Circuit/7 Used, AutoCover 120GFI w/ Key Locked Sw,
Pump 220GFI, Heater 220GFI, (3)Lights 120GFI w/ 100W Deckbox Trans, Salt Gene, WaterBond
Notes: Pool
Inspector Signature: Date: July 2, 2024
S.Devlin-Cert Electrical Compliance Form
OF SO(¢
# # .TOWN OF SOUTHOLD BUILDING DEPT.
coorm, 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: ��� aN TL)1,Pa
CK
DATE Z - INSPECTOR
pF SOUIyOlo
TOWN OF SO.UTHOLD -BUILDING D T.
o 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] .INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY--. .- [ ] FIRE SAFETY INSPECTION
[ ] FIRE.RESISTANT CONSTRUCTION [ ] FIREAESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ .] PRE C/O. [ ] RENTAL
REMARKS: U - N
fT�An CY 14 ZI
DATE INSPECTOR `
4�1OF SOUTyO� C� I �j -.--1�E/�� J V
TOWN OF SOUTHOLD BUILDING DEPT.
cou�m� 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:'
DATE INSPECTOR
Jeffrey Sands Architect
8/19/2023
Property/swimming pool location: D
Broadway National aR 2 g 2024
2095 Nassau Point Road
Cutchogue, NY
RE: Swimming pool rebar and drywell inspection
Attention Town of Southold Building Department:
Upon inspection of swimming pool rebar and drywell at above mentioned property, I find all to
have been installed to meet current building code requirements.
Sincerely,
VC
Jeffrey Sands Architect
6 Evergreen Lane, East Quogue, New York 11942 phone-631-375-5997, fax, 631-576-8916
email—ieffreysandsehotmail.com
FIELD INSPECTION REPORT DATI: COMMENTS
j FOUNDATION (1ST) j
!-------------------------------------
Ink
FOUNDATION (2ND)
f
f..
O
ROUGH FRAMING& ^-
PLUMBING C)
W
t�
INSULATION PER N.Y.
STATE ENERGY CODE
p (eea
ad,
FINAL
ADDITIONAfl,COMMENTS
S—30 -a3 vl e u cA4- o c " �
- — 3 s a a �s a _ ��
:7)-!?51 a4 Eked c C` A G cc,AR
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gUFFO(�.-
ao:A cry TOWN OF SOUTHOLD—BUILDING'DEPARTMENT
Cj 2 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold,NY 11971-0959
oy • Telephone(631) 765-1802 Fax(631) 765-9502 hqs://www.southoldtoMM.go_v
f •
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
PERMIT NO. Building Inspector:
- ;�`.E,�..��"'�fs;,�..'�:.::; ';p,:i:ayyu#r. 'F,5•'Fv+;;.�,;'T,�,'i+"t.^$."; .;a*'..a' `5'.:.:�'°:• -:'`�`;.,"^'f.'.'�"`�"' I AUG
12022 f
tay .,u" y�f' ? t'" + t - r."•.�r;.� ,,.;,,p�-'.rp e`1 - �.a 1" UG �V y�v
gApplicatonspandormsmustbefilled out+in their entiretylneom`pee 7,
appUcations will;not be accepted i Where�the Apphcant,is not the owner;an a 61JILDNG DE!--'.:v.' -, °f,f'9t;€.drR. h,� '`.a""53' ."»-a" n t $ r• >"�':4'�- °'+ 1 ? r t 3,
Owner-,-s'Authorizationiform€(PaR2.)-Via II'bb,coJM-0,Qda } k z TOWa:.',i,P
1S' ..
„•�.�,�,rY;,laA'�'}:w
Date:
;OWNER(S),OF PROPERTalI: ,' ; :� :a.;';, '
':#°• ,=°,v��. I'�!.
Name: Little Ducks Realty, LLC, Christine Paparella SCTM#1000- 104-13-3
Project Address: 2095 Nassau Point Road, Cutchogue
Phone#: 516-361'-6100 Email: jacerra@broadwaynational�com_�___M_�
Mailing Address: 100 Davicl Drive, Hauppauge, NY 11788
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�rt
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TA ERSON.GON CT'P -
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Name: Lisa Poyer,Twin Forks Permits
Mailing Address: 288 E. Montauk Highway, Hampton Bays, NY 11946 '
4 Phone#: 631-644-5998 Email: lisa@twinforkspermits.com
z':?,: ,.�;;;S�.A.,.. g..t;�' r€�� - - �:.r.'._.„_ .�-�' ".:,•'"� °,vx�f`4r;�•ss�.tw,;^ - =:F•. ':�°.:::::;�*`,sip
�",s T.,-� r'.'�'s• ,`a:'-'d:•.•,?,'"a;"�;: +.�'�%�''''a1;`�'%€;•a�•a�. <' 3,' ''�`�:, ..,ax .L ,,`+i,•�r1'::�r:�; t,,;;_-i. \�.
"'DESIGN-PROFESSION AVJNFORNIATIOIV.
n�^.t;e�x:w.�.sr*^.r..
Name: John C. Gramlich,Architect
Mailing Address: PO Box 820,'Yaphank, NY 11980
Phone#: 631-384-1752 Email: jcgramlich@gmail.com
"w3i '':c+i.»: ?"iEs.':. ,5<:-`'w4`sr.•:M.:M.'}Yha':'''� •+ _ `,; 4,. i.:>c rF?:',;:�.;'..,�s-:c y: i�xi'm? .r.4. ..w.a
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sCONTRACxTORINFORMATION: -�. �„�r,�'• 'f ,r��,.< ,}..���-.`'��+��,::�.;.,.:,�„���;- ta':r <°.`. u�:�,:•.!
,,�..:�.,..., _':w'_�seF,:�.w'�':r,.,�,::,c•rr+.�•- ,',s�a.g:e�'`i;,.�:.,; �i.?!'�1';��aya ?:'�,•�'�rc., 9i� � .�:.' .- .�3�' ':''r';."*.s-,.,i_:K 9?.,. �
Name: Owner
Mailing Address:
Phone#: Email:
:.y,«$.=�` - _h'•ih._,.�s;ty.wdHrti�#`-4:`:'Gtim:6:' ^'�.::+�yar, .'W.. - Ka�,...:�._.—. ;•.Ye _ xa�.'x.. .....yet - ic,,,,,S.t,R^::;y. ...�_.
'ti- ��,��� � fu"��^� w�`:� �'.t::.k.,• �a'•''in k'�:Y Y:=;�er;.v�•}` .£tea
DESGRIPTION�OF,P..ROPOSED€,CONSTRUCl°I'ON;�°=r: -��•. '::.��.� %���r.t'_��!$O�gq�YAeJ °`��"."w;;^`��r.R.,��j - :�={.=s_;='".,'
,.. _. .. -. ..y�r ..Y. ..—�.!"�. .. ..,.. .v.. .:-af.+r«:ii.,:� eY•i M.,» .+'�xf•Y...d,
9New Structure ❑Addition ❑Alteration- ❑Repair 5dDemolition Estimated Cost of Project:
❑Other $
Will the lot be re-graded? 5aYes ❑No Will excess fill be removed from premises? ❑Yes [X�No
• 1
Ay'
.� 'P? ER4 �F :R:•. T� N w. .,,- -
_ TY.�IN
Existing use of property: Single Family Residence Intended use of property: Single Family Residence
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R-40 this.property? R)Yes ❑No IF YES, PROVIDE A COPY.
- " ` `B 'After Readiri `: 'Ti;e'owner'.coritraitor desiin.'rofesslonafisres orisible fbi'allcdraiea"a aiid sto'rinwiate`r-is`sues,a'si roweled b
®.Check OX �.' g_. , v, :r .� �; .g.4,p..._. ,-: P. g.s•. F!r,.,. Y ,,.,
;Chaptet� 6'6fthe+,Town'Cp'de.;APPLICATION:IS;HEREBY,MADEto,the;Building-Depaitmentfor.themu6rice'ofaiBuiiilingPermit:ptirsuanttb`the:Building'Zone'
O�iJiriarice of the Town of So`othold;Suffolk;County;New York`an8tother applicable Laws;OrdImrtces;or Reguiation"s;�for the construet�ori:of bmtdings
fiadditions;;aiteiation's orfoiremoval demolition:as herein described'Tfie applicant:agregs;to(corriplywith:all agpl cabl oawi wilihances;'bulldingtode,
?housing:code and regulations:and to.adriiltauthoriied inspedors on'p�"emises and m building(s)for:riecesserynnspections Falsestatemerits madeiherem are Y
lop
Application a.Class A:misderiieanor pursuant,to Sectiam?1045 ofthe:New York;State;P.enal Laws
Application Submitted By(print name):Little Ducks Realty, LLC, Christine Paparella❑Authorized Agent ®Owner
Signature of Applicant: Date:
STATE OF NEW YORK)
SS:
COUNTY OF )
r
Little Ducks Realty, LLC, Christine Paparella being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the Owner
(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
Th
day of A20)-Y
JAkjS R RILEY"' Notary Public
tatdry Public-State of Nbw York
No.MRIWM9
.'QuAllilbd ip•.SuJfni'Ik County
^" 11b,eilrlil111i°riExRiroxsSep�A;zgz4 OPERTY OWNER AUTHORIZATION
(Where the applicant is not the.owner)
I, Little Ducks Realty, LLC, Christine Paparella residing at. 100 Davids Drive, Hauppauge, NY 11788
chrl 5t �P, RaL re/!do hereby authorize Lisa Poyer,Twin Forks Permits to apply on
IL
my behalf to the Town of Southold Building Department for approval as described herein.
1.22-
Owner's Signature Date
Little Ducks Realty, LLC, Christine Paparella
Print Owner's Name
2
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BOARD OF SOUTHOLD TOWN TRUSTEES
SOUTHOLD,NEW YORK
PERMIT NO. 10146 DATE: MAY 18.2022
- a
ISSUED TO: LITTLE DUCKS REALTY,LLC
. ! A PROPERTY ADDRESS: 2095 NASSAtT FOIN'T'ROAD,CUTCFitDGUE
SCTM#: 1000-104-13-3 `#
t AUTHORIZATION ^;
Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in v -
i accordance Nvith the Resolution of the Board of Trustees ado ted at the meeting field on May IA, 2,and in
P ..
consideration of npplicatloa fee• in the sum of$250.OQ paid by title' ucks Raalty, LLC and subject to the
e Terms,and Conditions as stated in the Resolution,the Southold Town Board ofTrustees au#h6rizes and permits
t Y.
the following:
to
� Wetland Permit to demolish existing f2,100 sq.ft, dowelling with 366 sq. ft,enclosed porch with
;.
a wetland setback at 75.5' from the bulkhead;construct a proposed two-story dwelling with aa '
3,379 sq.ft.first floor area,a 2,341 sq.ft.second floor area,and a 1,002 sq.ft.area over
attached 953 sq.ft. garage for a total GFA at 6,722 sq.ft.located 75.5" from the bulkhead; a � 4
proposed 384 sq. ft. front covered porch; a proposed 514 rear covered patio;a proposed 834 sq. :;
�t4 ft.second floor deck; a proposed 52 s .ft.covered side porch; construct a proposed 308 sq. ft.
P P q P
�.. , swimming pool located 50' from the bulkhead; construct a swimming pool code compliant T , ;
fence;install swimming pool equipment;install a dedicated swimming pool dry well;construct ;a
a proposed 964 sq. ft.pool patio located 50'from the bulkhead; remove existing septic systeml' l' r
/ on seaward side of the dwellingand install a new I/A septics stem landward of the proposed ..+•:•
• y
?e dwelling;and install and perpetually maintain.
10 foot aside non-turf buffer along the i °r
lich
landward edge of the bulkhead; and as depicted on site plan prepared by John Gram
' c Architect,plan dated April 23,2022,and stamped approved on May 1.8,2022.
IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and theser
presents to be subscribed by a majority of the said Board as of the 18th day of May,2022. 4' <
�•t�Ei��� � .�y� .---.�•(/�.y�•�yyy))) l v�`�JJ'j a �cE;�"Y''J'+'';i•,r
'alp ,%,t,
�' � etiTi ',utt�fiet5 •tYxs1?1fr•1'R aZ••, •�
?' � � r„ t'd.Ql•'•t'i:ti..!t,r t�,.�•.yyxr, .;.u"c'�SC^•.'yS^"tiAwaGt^�y , ,;.:M1rr,...���r` .''C> sY£>r _ .`'J,�
•'t"vFia'C,.,•T.L.�' 'rffrXT' .•'J;. L,.'' ,-'(,S'S,,, S: '. c'k"
'1 T"• ' 1 Y.L ay Ott•. � +:�,::'�';- v F•' `�t{,L ^r :` �Z ti .s ° r •� �
.s v'� ,� :; „,�w� . �,Q; a.;�"• 4 �, t'•.`T"^°• J`f '�E'-'n.t,,.,,, ...�4`+:t..%,�' 1 t �`'af} 1 t ��.
��mf0. [tt\.\'�tr "y t f :�0•r t1 •, G'; y` .�`a-. `r TtJ••
Glenn Goldsmith, President ®�so Town Hall Annex
54375 Route 25
A.Nicholas Krupski,Vice President ®� ®��
P.O.Box 1179
Eric Sepenoski Southold, New York 11971
Liz Gillooly Telephone(631) 765-1892
Elizabeth Peeples COMM
Fax(631) 765-6641
COMy,�
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
i
t
CERTIFICATE OF COMPLIANCE -
#2187 C Date: October 22, 2024
THIS CERTIFIES that the demolition of existing f2 100 sq ft dwelling with 366 sq. ft.
enclosed porch with a wetland setback at 75 5'from the bulkhead,• construction of a proposed two-story
dwelling with a 3 379•sq ft first floor area a 2,341 sq ft second floor area and a 1,002 sq. ft.area over
attached 953 sq ft garage for a total GFA at 6,722 sq ft located 75 5'from the bulkhead;a 384 sq. ft.
front covered porch,• a 514 rear covered patio,• a 834 sa ft second floor deck,• a 52 sq.ft. covered side
porch,• construction of a 308 sq ft swimming pool located 50' from the bulkhead;construction_of a
swimming pool code compliant fence' installation of swimming pool equipment-, installation of a
dedicated swimming pool dry well•construction of a proposed 964 sq ft pool patio located 50'from the
bulkhead; removal of existing septic system on seaward side of the dwelling and installation of a new I/A
septic system landward of the proposed dwelling;and installation and perpetual maintenance of a 10 foot
wide non turf buffer along the landward edge of the bulkhead; as-built rear steps and terrace near patio;
outdoor kitchen,• retaining wall east of ool• basement steps and bluestone pathway on south side of
dwelling,• concrete equipment pads,
At 2095 Nassau Point Road, Cutchogue
Suffolk County Tax Map#1000-104-13-3
Conforms to the application for a Trustees Permit heretofore filed in this
office Dated February 8,2022 pursuant to which Trustees Wetland Permit 410146
Dated May 18,2022,was issued and Amended October 16,2024 and conforms to all of the
requirements and conditions of the applicable provisions of law. The project
NEW YORK STATE DEPARTMENT OP ENVIRONMENTAL CONSERVATION
DIV10100 of Potailla,Region I
SUNYA Stony Brook,50 Circle Road,Stony Brook,NY 11790
P;(r)31)444-03651 F:(631)444-0300
LETTER OF NO JURISDICTION
TIDAL WETLANDS-ACT
Little Ducks Realty LLC
100 Davids Dr
Hauppauge NY 11788
Re: Application#1-4738-04873/00001
2095 Nassau Point Rd
Cutchogue, NY 11935
Dear Little Ducks Realty LLC:
Based on the information you submitted the Department of Environmental Conservation has
determined that the portion of the above property landward of the functional bulkhead greater
than 100 feet in length, as shown on the survey prepared by John C. Gramlich, Registered
Architect, on 1/15/2022 which was constructed prior to August 20, 1977 as evidenced in aerial
photography, is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in
accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no
permit is required to conduct regulated activities landward of that bulkhead.
Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward
of the tidal wetlands jurisdictional boundary, as indicated above, without a permit It is your
responsibility to ensure that all precautions are taken to prevent any sedimentation or
disturbance within Article 25 jurisdiction which may result from your project. Such precautions
may include maintaining adequate work area between the jurisdictional boundary and your
project(i.e. a 15'wide construction area) or erecting 'a temporary fence, barrier, or hay bale
berm.
This letter shall remain valid unless site conditions change.
Please note that this letter does not relieve you of the responsibility of obtaining any necessary
per,Fni s
it or approvals from other agencies or local municipalities.
Si e
s s n kerman
Regional Permit Administrator
cc:
BMHP
Twin Forks Permits
File
90-1
J tim fill 00patinvia of
S�
CD� l e'6P-4
BUILDING DEPARTMENT- Electrical,lnspector
w H TOWN OF SOUTHOLD
Town Hall Annex 54375 Main Road - PO Box 1,179
Southold, New York 11971-0959
MNh T
Telephone (631) 765-1802 - FAX (631) 765-9502
CYs �•4 "a�,�1Y
�::;�• =a rogerr(a southoldtownnv.aov seand@southoldtowL]nv.aov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company Name: LC Electrical Contracting
Electrician's Name: LC Electrical Contracting
License No. ME-38043 Elec. email:;office@Icelectricalcontracting.com
Elec. Phone No: 631-874-0485 D I request an email copy of Certificate of Compliance
Elec. Address.: 22 Woodbine Lane, East Moriches NY 11940
JOB SITE INFORMATION (All Information Required)
Name: John Acerra
Address: 2095 Nassau Point road, Cutcogue, NY 11935
Cross Street:
Phone No,- 51-361-6100
Bldg.Permit#: 48311 LASS c _ email: 1
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Square Footage:
Circle All That Apply:
Is job ready for inspection?: YES ❑ NO ❑Rough In ❑ Final
Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter#
❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? DY N
Additional Information:
Pe,61 ftnd Reetdy f or;8vnd Insperhm
PAYMENT DUE WITH APPLICATION y�aa�a`1
PERMIT# Address:
Switches
Outlets
GFI's
Surface
Sconces fly
H H's
UC Lts Fridge HW POOL Panel
Fans Mini Fr. W/D
Pump
Exhaust Oven Sump Heater 2
Trnsfmr [&-e9
Smokes DW Generator Salt Gen. + -
Carbon Micro GrbDis
Water Bond
Lights
Heat Pucks ERV Q.a
HOT TUB/SP
Inst Hot DeHum Transfer Disc
Combo Cooktop Minisplit Blower
AC AH Hood lower
Service Am < Have - see
Sub Amps a sed
Comments
Southold Town Building Department
P.O.Box 1179 Permit#: 48312
53095 Main Rd i
Southold,New York 11971 Permit Date: 9/20/2022
(631)765-1802 Expiration Date: 3/21/2024
Parcel ID: 104:13-3
BUILDING PERMIT RENEWAL LETTER
Dated: 10/3/2024
Applicant: Little Ducks Realty LLC
Location: 2095 Nassau Point Rd, Cutchogue
Work Description: IN GROUND POOL
construct accessory in-ground swimming pool as applied for per DEC NJ letter and Trustees
approval.
A FEE OF$212.50 IS REQUIRED TO RENEW THIS BUILDING PERMIT.
Owner: Little Ducks Realty LLC
Address: 100 Davids Dr
Hauppauge,NY 11788
The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please
submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building
Department,P.O. Box 1179, Southold,New York 11971
THANK YOU,
SOUTHOLD TOWN BUILDING DEPT.
SURVEY OF
LOT 3
AMENDED MAP A OF
NAS SAU POINT
OWNED BY NA SSA U POINT CLUB PROPERTIES, INC.
FILE No. 156 FILED AUGUST 16, 1922
SITUATE
CUTCHOGUE
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000-104-13-03
SCALE 1 "=20'
AUGUST 17, 2021 368.559
AREA = 36,604 sq. ft.
(TO TIE LINES) 0.840 cc.
N/01 F LEVY
e' .
DR �,LLEVY
CERTIFIED TO: & LOI" . • 4 a°• . 4 N� No Uo
LITTLE DUCKS LLC. LOT 0 No' " '. v+
FIRST AMERICAN TITLE INSURANCE COMPANY 1 c g zm o
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a cD �' u p0 N�E F ',ESE
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{�{ •• � ORICK ly,�
1vJ LN. » Nq PREPARED IN ACCORDANCE WITH THE MINIMUM
4 THE I OPTED
c Qo�69 5O N VSTANDARDS FOR TITLE SURVEYS AS ESTABLISHED
BY
J U FORSUCH USE BYTHEPNEWY ED AND
AT YORK LAND
TITLE ASSOCIATION.w-
l .
t
✓ /f/j((
r' s N.Y.S. Lic. No. 50467
UNAUTHORIZED ALTERATION TI ADDITIONNathan' Taft Corwin III
TO THIS SURVEY IS A VIOLATION OF
SECTION 7209 OF THE NEW YORK STATE
EDUCATION LAW. Land Surveyor
COPIES OF THIS SURVEY MAP NOT BEARING
THE LAND SURVEYOR'S INKED SEAL OR
EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. Successor To: Stanley J. Is , Jr. L.S.
CERTIFICATIONS INDICATED HEREON SHALL RUN Stanle A. Ingegno
aksenaksen L.S.
ONLY TO THE PERSON FOR WHOM THE SURVEY Title Surveys — Subdivisions — Site Plans — Construction Layout
IS PREPARED, AND ON HIS BEHALF TO THE
TITLE COMPANY, GOVERNMENTAL AGENCY AND PHONE 631 727-2090 Fax (631)727-1727
LENDING INSTITUTION LISTED HEREON, AND ( )
TO THE ASSIGNEES OF THE LENDING INSTI-
TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. P.O. BOX 16
1586 Main Road
THE EXISTENCE OF RIGHT OF WAYS Jamesport, New York 11947 Jamesport, New York 11947
AND/OR EASEMENTS OF RECORD, IF
ANY, NOT SHOWN ARE NOT GUARANTEED. E—Mail: NCorwin30aol.com
41-214
FILE LOCATION:
lit
rq
P / p ELL E ID C
REVISIONS:
NO. DATE DESCRIPTION
2�� -
2095 CUTCHOGUE rK"% D CUTCHOG 'U' E , lrN' Y 11935 2 -
,q 3 -
111
III 4
II.
IR
III 5 -
" �t •� " Qta ,g�rr " Psi os� "�� w CODE COMPLIANT POOL ENCE
b b Lb .p b .p b .q A 4 4S 4 u- 1 r
- d dq�p ed �Ilk ` d� � d �9 .``pye d � o o .JIII I /U. -
O III w _
Z FENCE ENCLOSURE QIJ --ill I POOL
Q SANITARY LINE 000 a O O O O W/PLANT SCREENIN °`'". m Q ZIP ,, IB CKWASI� O -
III 1 9
SANITARY SYSTEM SANITARY SYSTEM X O w ¢ i
w w:w III I a -
- - - - - - - - - - - - - - - - ---- - - __ ---- - - - -- __ -- - OL E �I _ I-
IR
- J111 �VEW HOUSE T S
U
0 0 1 . 1 �--- 1 w
r--- ° NYS STATE LAW:
77. O B LK
In
28.2 _ _ FLR EAD
- - - - - -- - - - - j _ III_ _ - 1ST
UNAUTHORIZED ALTERATION OR
I! I�I
1 ADDITION TO ARCHITECTURAL
"-' S0•0 POOL PLANS OR SPECIFICATIONS
r
0 „ PATIO
I I _III_ _ __ _ 14'X22' TO BULKH BEARING A LICENSED ARCHITECT'S
I L ---�-- I� c ill I SEAL IS A VIOLATION OF PART
o r, POOL 1 69.5.B OF TITLE 8 OF THE
GARAGE 3` a I" ' ` i� I III I 10
OFFICIAL COMPILATION, CODES,
/ I RULES AND REGULATIONS
W 10 °D 13.01STIIFLR II II u ✓ 1 ii III 9.0 POOL OF THE STATE OF NEW YORK.
1.0 DRIV Co - 11 11 11 —'NI-
- N 0 " II II II
-- -- -- --- --- --- -- -- --- -- -- - i
M _ ,/ i 7 NEW HOUSE Tp
I ARCHITECT'S SEAL& SIGNATURE:
71; -- - - - - - - II - - -- - ULKHEAD 1
DRIV -LI I / I 1 ST
L-- --- --- 1.0--- - ------ -J -I y ;M ;/ 1 FL I EDA
� � R �
:7� (o IL
- N
o -°a 2 67-pATI o 13.0 1ST FLR I � Z •�-� � 938051
a 1 - _ I ¢ +�-� 9TQ
C� a h i fV }
o ba Q. a�f0i yir I " I 1 �� o0v „� c`�tl I a FOF NEB
0.3 DRIV 11.0 WAL / --
�s DRAIN AWAY FROM GARAGE N En �, I I / I �._ �_I_ O
o I� �IIA',� 9.8!GRAbE 0 1
4ell
� i -� - 2. _ „'---� -a _ PATIO TO BULK _.
� � I .�.� I I RI�.
i I / I� 71Al2ND F •2� w��:
�1 LR DEC T
- r/ / 1 ^i .. _ O 13ULKHEAD
E HettSET ULKHE 7I
AD- -- -- -- - - - LL- - - - ,/ IJ I I III 1ST & 2ND FLR w
I', U
I
o r
III JOHN C. GRAMLICH
a 1/ II, I
I'-
- - - - - - - - - /7;,5 - - - III 0. I ARCHITECT
n-' D 28.2 1 ��- „I 75.5' J I PO Box 820
NL
(�0n.0 D, R IV Qw w OV EXIST'G oUa
YAPHANK, NY 119 80
w litTEL(631)384-1752
YOO uj JCGRAMLICH@GMA IL.COM
O
CCkE COMPLIANT P OLFENCE2
n
U
bill CLIENT INFO:
II,
III CHRISTINE & WILLIAM
PAPARELLA
PARTIAL SITE PLAN �
2 2095 CUTCHOGUE RD
SCALE : 1" = 10' - 0" CUTCHOGUE, NY 11935
PROJECT INFO:
O— + s n w Z CODE COMPLIANT POOL LNCE
' , *- �= CUTCHOGUE NY 11935
u, a�rl- a ^�r 1c`' y +vy' , o
ci
FENCE ENCLOSURE LL
• z< CKWAS 1 L____-� �-_--� O SANITARY LINE OOO � O O O O WIPUNT SCREENIN O NIA a
SANITARY SYSTEM ems- SANITARY SYSTEM X
I --— 1543F.Y.�_--'-`- _ __ __ __ itl -------------- ----------- OL E —--
-- --- L
77. 'NEW HOUSE TO B LKHEAD /
50'-0"MIN �____� �_ M — U 1
1ST FLR , 1
� PROJECT TITLE:
14'x22' I 50.0'POOL�8L PATIO TO BULK,
f PAPARELLA RESIDENCE
Pool 1 PROJECT DESCRIPTION:
/ 10 DRGV N€N 1301ST 90PGOL ' 1
_ ebn
NEW RESIDENCE
NEW HOUSE TO ULKHEAD /
1ST FLR i 1 PHASE:
u
�__. ;__,._;__G�; I CONSTRUCTION (CD)
e 36'PATI 13015T FLR Pq N
Patio CHECKED BY: INCEPTION DATE:
1W •" Q DRAIN AWAY FROM GARAGE
LOT AREA CALCULATIONS JCG �0.07.2021
35,565.4 SF
a sr.t� I • ; ,' LOT SIZE r 1
_
MAXIMUM LOT COVERAGE @20%
DRAWN BY: CURRENT DATE:7,113 SF
L&PATIO TO BULKH
1 JCG 04.23.2022
I I ' HOUSE&GARAGE 4,332 SF DRAWING TITLE:
I ' I I ■ / �1 4'2ND FLR DEC Z/ COVER
1 �-- ------- ------ ------ ------------ ------- I ` �� TO BULKHEAD EDFRONTPORCH 384SF
_ SITE PLAN
N / E &2N T LKHEAD
' 1ST&2ND FLR COVERED REAR PATIO 514 SF
COVERED SIDE PORCH 52 SF
'B' '$ ' 75.5' POOL 308 SF
•\ '� N ooDRiv N M F- EXIST'G
6 X , SHEET N0:
� /
�_r �� � - E CCNIPLIANT FENDS TOTAL 5,590 SF
POOL PATIO 964 SF
OVERALL SITE PLAN
1 SCALE : 1" = 20' - 0" ■
7
22'
631.298.2250
101/2" !- -- \ michnel@mchdesignservices.com
- COPING
MORTAR �---------------- ---------------------------- ---------------
SKIMMER SKIMMER -
6"TILE BAND Olvl'AG7t..GTa�C}E{J
APPROVED AS NOTED
(WATER) _ __-_' =1; i�l— ' ' II _-.
DATE: B.P.#
MARBLE DUST --► D D .III( -! I I '
1V. h 'iLJ
(ALT.PEBBLE TECH FINISH) 4 DRAIN I FEE: ., —�T C ?a;
-—! �.===1 j STEPS I I NOTIFY BUiLDi... 4n I MENT AT ,1a
#4 STEELEXCEEDING STFEET) D D III `'-= 1_--.—=-1!- I 1
10"OC(5"OC FOR DEPTHS - = ' ' I I 765 1802 8 F,''; ,fi FOR THE C' m
!n
I II FOLLOWING INSPE..
1. FOUNDATION - "PAC; REQUIRED
#4 STEEL REBAR --:=-'LI_',_ I �..�!--- _ _ — _ _ _ '- II FOR POURED C: )",3RFTE
(HORIZONTAL) j''I - III; __= 14' SHALLOW END DEEP END
I 2. ROUGH - FR^ ;'i' G & PLUG
3'-6"DEEP 6-0"DEEP1a'oc ° D I
r
3. INSULATION
4. FINAL - CC; n
MUST
I� 1 -= II DRAIN BE COMPLE' =: ; ., �.
MPACT � oi4)_ ----
12 TO 36 RADIUS
° a _ ,1_I I !-_ ---I'I I I (I rTI,; C
(VARIES) _ =.11'!.1!�_^=== I ALL CONSTRU� � HALL MEET TNL
_ REQUIREMENTS OP nc CODES OF NEW
--
3500psi o , ! ( i 1-__ Ij; -=- I!i; I ' YORK STATE. NOT RESPONSIBLE FOR
CONCRETE ' °D _ DESIGN OR CONSTRUCTION ERRORS.
II II
8 MIN. ! 1-—' ! = �! COMPLY WITH ALL CODES OF
( ) D D _ =1 i { -- I , RETURN :R:ETUR:N
12"MAX W
NEW YORK STATE & TOWN CODE
----------------- -•----------------------------- ----------------- Adl REQUIRED AND CONDITIONS OF, � V
illl�l==-==1�Miil
�,'I,FyN PL4NNING BOAR. W
NOTES; \\ I I SOUTP,LJ I OV�'N TRUST-" O 0
SWIMING POOL TO BE EXCAVATED ONE FOOT OVER DESIGN SPECIFICATIONS AND _ _ A
SOIL TO BE LEFT ON PROPERTY SOIL TO BE STOCKPILED OR RUFF GRADED(AS II I I N.Y.S.G'ti'ti
PER OWNER)ON THE DAY OF EXCAVATION ONLY UNLESS SOIL IS TO BE CARTED I I I�
AWAY. I I / \ EK/
SWIMING POOL STRUCTURE TO INCLUDE A MATT OF 3/8"STEEL REBAR TIED, PLAN VIEW w 111
o w
10"ON CENTER FOR WALLS AND FLOOR,6"ON CENTER FOR ALL TRANSITION Q
BREAKS AND BOND BEAM. f1 O 1 1 " Z
THE POOL SHELL TO BE MADE OF 1-4 DRY GROUT GUNITE MIX SHOT INTO THE F�
STEEL CAGE AT A THICKNESS OF NO LESS THAN 12"ON THE TOP EDGE OF THE
POOL(BOND BEAM)AND NO LESS THAN 8"(12"MAX)ON THE WALLS AND FLOOR. 1� �r W W
INTERIOR FINISH OF POOL TO BE MARBLE DUST OR"PEBBLE TECH"DURABLE 8'dia.,4'deep VolNISH.COLORS AS PER OWNER. POOL PLAN FILTER AND PUMP �\ DRYWELL /� �,/
LOCATION PER OWNER O � � O
SCALE: 1/4" = V-0" — —
C " W Z �
H
COPING COPING O .4,4 'O
SKI® SKI® ( ' , V
12" solve 12" allow 12" up ad 12" 12" 12" 3'_6" STEPS
LIGHT
4)#4 REBAR(TYR) 3
6'-°" OCCUPANCY Oh a
�t a1 USE IS UNLAWFUL
a a 4 °
WITHOUT CERTIFICIJ
° ^ ° 4
° 4 ° 7-1/2
OF OCCUPANCY
�-R.2"(TYR)
11_I- 1 D ° , . a a 22' PURSUANT
IN STORM WATER RUNOFF
° a °° o ° a TO CHAPTER 236
1 ° � 4 ^ ° � ° � ° � OF THE TOWN CODE.
_ I D •'° • °RERVFORC UNITE p`� D 4 SIDE SECTION
1-i- - 1-1 D' D .'D' (TA PI��I) D .�°' D .'D� a
ELECTRICAL ; �..�
--I -- 4 Q a Q a p a a O a a a 11,
FLOOR REINFORCED WITH qry si a P,Y Wr�
a.1._ I- D ° 4 ° 4 ° 4 ° 4 ° 4 4 #4 REBAR AT 12"OC EACH WAY(TYR) t?,t"i 6�:`.
o D'o D`o D'o A 16 INSPECTION REQUIRED
EPlrl1LPOO EYGOLTOCD D ODE
� COMPLETION
,
E ORE;"WATEFt'
- - - - - — r-- I - WASTE
I—y1 I
----
--- 7 1 I I �J I T
I
- i -Tr + OF NEIVFILTER
r — HAIR&LINT Y PUMP CATCHER tP �• DEER O,Q
O
SKIMMER 9/7/2022
O 4
COMPLIES WITH: WATER LINE 2�� } SCALE: SEE PLAN
SECTION R326 OF THE 2020 NYS RESIDENTIAL CODE
SECTION N1103.12 (R403.12 RESIDENTIAL POOLS AND �a�°FEss �Np�``�
PERMANENT RESIDENTIAL SPAS
SECTION R326.4 BARRIERS SHEET NO:
SECTION R326.5- R326.6.5 ENTRAPMENT AVOIDENCE
2"RETURN MAIN
TO INLET DRAIN
2"PIPE
IN
Workers' Certificate of Attestation of Exemption
ATE Compensation from New York State Workers' Compensation and/or
Board Disability and Paid Family Leave Benefits Insurance Coverage
**This form cannot be used to ivaive the workers'compensation rights or obligations of any party.**
The applicant may use this Certificate of Attestation of Exemption ONLY to show a goveniment entity that New York State
specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant
may NOT use this form to show another business or that business's insurance carrier that such insurance is not required.
Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will
not be accepted by government officials one year after the date printed on the form.
In the Application of Business Applying For
(Legal Entity Name and Address):. Building Permit 1
Little Ducks Realty LLC From:Town of Southold
100 Davids Dr
Hauppauge,NY 11788-2043 The location of where work will be performed is
PHONE:631-737-314U RCIN:xxXX�4986 2095 Nassau Point Rd,Cutchogue,NY 11935. t
t
Estimated dates necessary to complete work associated with the building
permit are from May 2,2022 to April 30,2023.
The estimated dollar amount of project is over$100,000
Workers'Compensation Exemption Statement:
The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC
WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: .
The business is a LLC,LLP,.PLLP or a RLLP;OR is a partnership under the laws of New York State and is not a corporation. Other
than the partners or members,there are no employees,day labor, [eased employees,borrowed employees,part-time employees,unpaid
volunteers(including family members)or subcontractors.
I
Partners/Members: Christine Paparella t
►
i
i
6
Disability and Paid Family Leave Benefits Exemption Statement:
The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY
DISABILITY AND PAID FANJI Y LEAVE BENEFITS INSURANCE COVERAGE for the following reason:
The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP)under
the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation,with those individuals owning
all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own
at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid
family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in
New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law.)
I,Christine Paparella,am the Member with the above-named legal entity. I affirm that due to my position with the above-named business I have the
knowledge,information and authority to make this Certificate of Attestation of Exemption. i hereby affirm that the statements made herein are true,that 1
have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. I further affirm that
I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in
accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the
government entity listed above T also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid €
family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers'
compensation insurance and/or disability and paid family leave benefits coverage and also immediately furnish proof of that coverage on forms approved 1
by the Chair of the Workers'Compensation Board to the government entity listed above.
SIGN Da 2 �2--, r
Signature: te•• - _ _ - _
t untbel. s
fir HE,RE
.. :,: . tlon C tz _
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.:. ....... .: ..
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oar
CE-200 0112018
PAPARELLA RESIDENCE
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2095 CUTCHOGUE RD CUTCHOGUE, NY 11935 {{I!
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4 ^NRISTINE&MLLIVA
PARTIAL SITE_PL,A t�_ i PAPARMA
APPROVED
i BY
--��__..e...--_..s-�. �L-�C_."^^�.�nC,d•_o� sa"C.:t q I N Y.'�-� � t BOARD OF},'.UStEES h ',
[ ..i:.• 1..-..i.�'.'r't•-id-L(L. - 1 ._�c TOWN OF 50f `
-'� ,-, ry'-- t.1 f'yy �u�w 'ir''9C--.,} t GATE nxI/t'r• -'li(}ia PAPARELIA raARELL
.:��: '''�l'J� '�!i�",q <•-J•'g.:"��,,;•-�+�T'}>L-R f '�"SR 27?� fl{i RESIDENCE
- ti ��.I'�'i.. ���� i '� 1•As. f ,� «.i yw NEW RESIDENCE
- I[ � .cs.� ti.Ti.:�S •I. :. { �=SA��_�,-yf f2 auaA.
1f77.L�? • i. S ! CONSTRUCTION(CD)
—, y�.�;�t.� ...►�:�6�:" ' ��»+f j I LOT AREA CALCULATIONS JCG �T tB w,zo«u
i{ S("."•ti"T�� IT: t T n JCG 0423.2922
�r#� - �ii" i�. .��j..�, �"3' i. �es..a ._ .vn on•.w.ome
. -{.:N^ --t '} eaa�ttai:� SITE PUN
" IP��YE.frEf CY,"�..'p e
-
Ko
REQUIRED FOR A COMPLETE JOB. SPANS WITH VERTICAL BULKHEADS.THE LOCATIONS OF THE SEE DETAILS.
GENERAL POOL NOTES CONSTRUCTION JOINTS SHALL BE APPROVED BY THE STRUCTURAL
SUBJECT PROPERTY 6. NO HORIZONTAL JOINTS SHALL BE PLACED IN WALLS EXCEPT WHERE ENGINEER.ADDITIONAL REINFORCING AT CONSTRUCTION JOINTS SHALL 8. WELDING OF REINFORCING BARS, ONLY WHEN PERMITTED BY THE
1. POOL AND PROPERTY TO ADHERE TO THE 2020 NYS UNIFORM FIRE SPECIFICALLY SHOWN ON DRAWINGS WITHOUT THE APPROVAL OF THE BE SPECIFIED BY THE STRUCTURAL ENGINEER, SEE TYPICAL DETAIL. STRUCTURAL ENGINEER, SHALL CONFORM TO THE AMERICAN WE
BUILDING CODE N ADDITION TO ANY LOCAL, STATE, r
` PREVENTION AND BUI S I ENGINEER. DRAWING SHOWING LOCATIONS OF CONSTRUCTION JOINTS SHALL BE SOCIETY STANDARD D1.4-79; BARS SHALL CONFORM TO ASTM A706.
OR FEDERAL CODES. SUBMITTED BY THE GENERAL CONTRACTOR TO THE STRUCTURAL ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT BARS "
7. MAXIMUM HORIZONTAL LENGTHS OF FOUNDATION WALL POUR IN ONE ENGINEER FOR REVIEW AND VERIFICATION. HALL CONFORM TO ASTM A233, CLASS E90XX. SCHEDULED OR DETAILED
2. POOL SHALL CONFORM TO ANSI/APSP/ICC 5 STANDARDS R326.3.1 OPERATION SHALL BE NO MORE THAN 60 FEET.VERTICAL JOINTS TO REINFORCEMENT SHALL NOT BE TACK WELD FOR ANY REASON.
OCCUR BETWEEN COLUMNS 7. ALL CONCRETE SHALL CONTAIN A CONCRETE MIX USING A MINIMUM OF 5.0
3. SECTION R326.7 POOL ALARM REQUIRED. SACKS OF CEMENT PER CUBIC YARD. NO FLY ASH SHALL BE USED IN ANY 9. DEFORMED BAR ANCHORS SHALL CONFORM TO STANDARD
8. ELEVATIONS, PLANS PICTURES&WALL FOUNDATIONS AT ADJOINING CONCRETE.ALL EXPOSED CONCRETE TO BE AIR ENTRAINED AIR SPECIFICATION FOR DEFORMED STEEL WIRE FOR CONCRETE
4. POOL SHALL COMPLY WITH BARRIER REQUIREMENTS SECTION R326.4. PROPERTIES ARE FROM BEST AVAILABLE INFORMATION AND NOT CONTENT SHOULD BE 6 PERCENT WITH A TOLERANCE OF+/- 1.5 PERCENT. REINFORCEMENT ASTM A496 WITH A MINIMUM YIELD STRENGTH OF 70,000
NECESSARILY COMPLETE AND ARE DETERMINED FROM SURVEYS AND PSI. STANDARD ASTM A615 GRADE 60 REINFORCING BARS MAY NOT BE
5. O GS,AND ARE FOR GENERAL INFORMATION ONLY AND 8. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF SUBSTITUTED FOR DEFORMED BAR ANCHORS UNLESS PERMITTED BY THE
POOL SHALL COMPLY WITH DESIGN DRAWINGS,
5.1. 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS MUST BE VERIFIED IN FIELD. ALL SLOTS, PIPE SLEEVES,ANCHOR BOLTS, ETC.AS REQUIRED FOR STRUCTURAL ENGINEER.
_ SECTION R403.10. MECHANICAL TRADES BEFORE CONCRETE IS POURED; THESE ITEMS ARE
5.2. POOLS AND PERMANENT SPA ENERGY CONSUMPTION (MANDATORY) 9. SPECIAL INSPECTION OF FOUNDATION SUB-GRADES SHALL BE TO BE INSTALLED BY GENERAL CONTRACTOR. SLOT AND SLEEVE
5.3. SECTION R403.10.1 HEATERS PERFORMED AS PER THE NEW YORK STATE BUILDING CODE. DRAWINGS SHALL BE SUBMITTED BY THE GENERAL CONTRACTOR TO THE HELICAL PILE NOTES
5.4. SECTION R403.10.2 TIME SWITCHES STRUCTURAL ENGINEER FOR REVIEW AND VERIFICATION.
5.5. SECTION R403.10.3 COVERS 10. MATERIAL DESIGNATED IN THESE GENERAL NOTES, DRAWINGS OR
1. - -
AS"SEL FILL" SHALL SPECIFICATIONS ECTED ALL BE SOIL OF SOIL-ROCK 9. NO CONCRETE IS TO BE POURED UNTIL ALL HOLES AND OPENINGS PILES SHALL BE HELICAL PILES CHANCE SS175 8 10 12 HELIX PLATES
6. REFER TO TYPICAL NOTES FOR REINFORCEMENT CLEARANCES. MIXTURE.THE MATERIAL SHALL BE CLEAN AND FREE OF DEBRIS OR ANY SHOWN ON PLANS AND SHOP DRAWINGS ARE REVIEWED AND VERIFIED. TRANSITIONING TO HIGH CAPACITY RS28750.276, 20T(WORKING LOAD-
"SELECT FILL" AN FILL"AN 0T(ULTIMATE LOAD)AN SHALL BE GALVANIZED, UNLESS OTHERWISE
7. LOCATION OF PROPOSED SWIMMING POOL AND/OR SPA AND POOL FOREIGN SUBSTANCES. ECT "CONTROLLED D/OR 4 IMATE L D
"ENGINEERED FILL"SHALL ALL HAVE THE SAME MEANING.WHERE FILL IS 10. FILL ALL PLUMBING SLOTS WITH CONCRETE OF THE SAMI`_STRENGTH AND NOTED. INSTALL PILES TO ULTIMATE CAPACITY 8,500 FT-LB
EQUIPMENT BY OTHERS AND SHALL COMPLY WITH ALL LOCAL ZONING USED AS BACK FILL BEHIND FOUNDATION WALLS AND UNDER TO THE SAME DEPTH AS THE FLOOR SLAB AFTER PIPING IS INSTALLED
REQUIREMENTS. SLAB-ON-GRADE CONSTRUCTION, IT SHALL BE SELECTED FILL AND SHALL UNLESS OTHERWISE SHOWN. 2. ALLOWABLE PILE LOADS: COMPRESSION=20 TONS (ULTIMATE 40 TONS-
ASSUMED 2.0 FACTOR OF SAFETY)-CONTRACTOR SHALL INSTALL THE
RGINA O 95% MAXIMUM DRY DENSITY IN ACCORDANCE WITH
8. ALL DRAIN COVERS TO MEET ALL REQUIREMENTS OF THE VI BE COMPACTED T ULTIMATE CAPACITY-A MINIMUM TORQUE OF 8,500 FT-Ibs.
N GRAEME BAKER(VGB) POOL AND SPA SAFETY ACT. ASTM D1557.A SIX INCH THICK POROUS FILL SUBGRADE AND VAPOR 11. PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN OUTSIDE
BARRIER SHALL BE PLACED BELOW ALL SLABS ON GRADE AS SHOWN DIAMETER LARGER THAN 1/3 THE SLAB THICKNESS AND SHALL NOT BE 3. PILES SHALL BE INSTALLED TO A MINIMUM DEPTH OF-10-FEET BELOW
D OR SPECIFIED TER ALUMINUM
9 SLOPE PATIO SURFACE 1/4 PER FOOT AWAY FROM POOL AN / O EST PILES TO VERIFY
SPACED CLOSER THAN THEIR DIAMETERS ON CENTER. MSL THE CONTRACTOR SHALL INSTALL 2 T
CONDUITS SHALL NOT BE PLACED IN CONCRETE. CAPACITY AND INSTALLATION DEPTH.
a� " 10 FREE DRAINING GRANULAR MATERIAL (NO 11. A SPECIAL INSPECTOR SHALL BE PRESENT WHEN PILE FOUNDATIONS ARE
BACKFILL MATERIAL TO BE L BEING INSTALLED AND DURING TESTS.THE SPECIAL INSPECTOR SHALL 12. NO ALUMINUM SHALL BE CAST IN CONCRETE.
K' E `: CLAY OR LARGE ROCKS). OF 4. RE"AS-DRIVEN
PILES" DE N
MAKE AND SUBMIT TO THE CODE ENFORCEMENT OFFICIAL RECORDSWHERE D I DEVIATES FROM THE THEORETICAL LOCATION
I' THE INSTALLATION OF EACH PILE AND RESULTS OF LOAD TESTS. 13. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR BY MORE THAN OUTWARD, SIZE OF CAP SHALL BE ENLARGED SUCH
11. SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE THAT THE MINIMUM DISTANCE BETWEEN EDGE OF CAP AND PILE CENTER
WITH ANSI /APSP/ICC 7. RECORDS SHALL INCLUDE THE CUTOFF AND TIP ELEVATION OF EACH PILE APPROVAL. WORK SHALL NOT BEGIN UNTIL CONTRACTOR RECEIVES IS NOT LESS THAN V-0". DIMENSION OF CAP SHALL REMAIN UNCHANGED
RELATIVE TO A PERMANENT REFERENCE. APPROVED SHOP DRAWINGS. WHEN PILE DEVIATION IS TOWARD CENTER. U.O.N.
12. ENTRAPMENT PROTECTION REQUIRED SECTION R326.5. 12. ALL CONCRETE FOUNDATIONS ARE DESIGNED AS PER NEW YORK STATE 14, ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO
SITE LOCATION MAP SCALE: 1 :SOO BUILDING CODE R404.5. REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, INCLUDING 5. UNLESS OTHERWISE INDICATED IN PLAN,CENTER OF PILE CAP COINCIDES WITH
13. POOL WALLS ARE NOT DESIGNED FOR SURCHARGE LOADS EXERTED BY CENTER OF COLUMN,WALL OR PIER ABOVE.
WHEEL LOADS WITHIN SIX(6) FEET OF POOL WALL FROM CONSTRUCTION SUBMISSION OF CONCRETE TEST MIXES.
EQUIPMENT OR ANY OTHER LOADING CONDITION IMPOSED ON THE POOL 6. THE CONTRACTOR SHALL CONTACT CHANCE - HUBBELL HELICAL PILE
PROJECT NAME: STRUCTURE BY EXISTING OR PROPOSED ADJACENT STRUCTURES. CONCRETE NOTES 15. NO CONCRETE IS TO BE POURED UNTIL PLACEMENT OF REINFORCEMENT SOLUTIONS TO DEVELOP A PROPOSED SUBMITTAL FOR THE INSTALLATION OF
IS CHECKED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. THE POOL HELICAL PILES.THE CONTRACTOR SHALL SUBMIT THIS SUBMITTAL TO
2095 NASSAU POINT ROAD - SWIMMING POOL 14. NO DIVING EQUIPMENT PERMITTED 1 CONCRETE
C ED B TREND UNLESS OTHERWISE SE NOTED USED IN THE AREAS AS REINFORCING STEEL THE ENGINEER(JPCE).
15. CONTRACTOR SHALL VERIFY SOIL BEARING LOADS PRIOR TO
DESIGN DRAWINGS - CUTCHOGUE, NY INSTALLATION OF POOL. USAGE 28 DAY MAX 1. ALL REINFORCING STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO fJ \ ' I"J
STRENGTH AGG ASTM SPECIFICATION OF DEFORMED AND PLAIN BILLET STEEL BARS FOR
16. THIS PLAN IS FOR CONSTRUCTION ON THE PROPERTY OF 2095 NASSAU (psi) SIZE CONCRETE REINFORCEMENT,ASTM A615, STANDARD SPECIFICATION FOR ;
COUNTY - TAX MAP NO.: POINT ROAD CUTCHOGUE, NY ONLY. EPDXY-COATED STEEL REINFORCING BARS,ASTM A775, STANDARD �"��' ;l��'
a. SLAB ON GRADE 4000 S.C. 1' SPECIFICATION FOR FABRICATION AND JOBSITE HANDLING OF
SUFFOLK- 1000-104-13-003 17. REFER TO THE GENERAL REINFORCING NOTES FOR GRADE OF b. FOUNDATION AND BASEMENT WALLS 4000 S.C. 1" EPDXY-COATED STEEL REINFORCING BARS,ASTM D3963, STANDARD
REINFORCEMENT AND MINIMUM LAP-SPLICES. c. PIERS 4000 S.C. 1" SPECIFICATION FOR EPDXY-COATED STEEL WIRE AND WELDED WIRE
d. RETAINING WALLS 4000 S.C. 1" REINFORCEMENT,ASTM A884. DETAILING OF REINFORCEMENT,ASTM
SCOPE OF WORD:: 18. JPCE SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS,AND e. POOL SLAB-GUNITE 5,000 - A615. DETAILING OF REINFORCING STEEL SHALL CONFORM TO THE
METHODS, TECHNIQUES OR PROCEDURES UTILIZED BY THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL. GENERAL NOTE:
PROPOSED STRUCTURAL PLAN OF A SWIMMING POOL CONTRACTOR, NOR THE SAFETY OF THE PUBLIC OR CONTRACTOR'S 2. CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN 1. ALL REBA\R WITHIN CONCRETE CAST AGAINST EARTH
EMPLOYEE, OF FOR THE FAILURE OF THE CONTRACTOR TO CARRY OUT THE SPECIFICATIONS AS SC OR STONE CONCRETE SHALL HAVE NATURAL 2. REINFORCING AND WELDED WIRE MESH FOR SLAB ON GRADE SHALL BE SHALL HAVE A MINIMUM OF A 3"CLEAR FROM THE OUTSIDE
THE WORK IN ACCORDANCE WITH THIS PLAN. SAND FINE AGGREGATE, NORMAL WEIGHT COARSE AGGREGATES SUPPORTED BY PRECAST CONCRETE CUBES OR BRICK OR CHAIRS OF BAR TO THE EDGE OF CONCRETE.
CONFORMING TO ASTM C33 AND TYPE 1 PORTLAND CEMENT DESIGNED FOR EARTH BEARING AT A MAXIMUM OF 4'-0"ON CENTER IN 2. ALL REBA\R WITHIN CONCRETE CAST AGAINST WHERE
SHEET INDEX: CONFORMING TO ASTM C150. EACH DIRECTION. DEPTH OF SUPPORT SHALL PROVIDE FOR 3/4"TOP WATER WILL EXIST SHALL HAVE A MIN 5"CLEAR TO REBAR
COVER TO REINFORCING UNLESS OTHERWISE NOTED.
CONCRETE FOUNDATION NOTES CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN 3. ALL POOL EQUIPMENT TO BE DESIGNED AND INSTALLED BY
P-001: GENERAL STRUCTURAL NOTES THE SPECIFICATIONS AS LW OR LIGHT WEIGHT SHALL HAVE EXPANDING 3. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT 5'-0"CENTERS OTHERS.
P-100: PROPOSED POOL PILE LOCATION PLAN& POOL PLAN 1. SUPPORTING FORM WORK FOR ANY CONCRETE CONSTRUCTION SHALL CLAY OR SHALE COARSE AGGREGATE CONFORMING TO ASTM C330, MAXIMUM, FOR ALL SLABS ABOVE GRADE. 4. ALL DIMENSIONS AND ELEVATIONS TO BE VERIFIED BY THE
NOT BE REMOVED BEFORE THE CONCRETE HAS GAINED SUFFICIENT NATURAL SAND AND TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM LANDSCAPE ARCHITECT AND/OR ARCHITECT
P-200: PROPOSED POOL SECTIONS & DETAILS STRENGTH TO SAFELY SUPPORT THE DEAD AND SUPERIMPOSED LOADS C150. LW CONCRETE SHALL NOT WEIGH LESS THAN 95 NOR MORE THAN 4. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE 5. ALL BASE INFORMATION PROVIDED BY MCH DESIGN
WHICH WOULD BE SUBSEQUENTLY APPLIED. REMOVE FORM WORK AND 116PCF. IN ACCORDANCE WITH ACI PUBLICATION 315, LATEST EDITION. SERVICES INCLUDING THE DIMENSIONS OF ALL POOL
RE-SHORE IN ACCORDANCE WITH CODE,THE DESIGN AND, ENGINEERING FEATURES.
OF THE BUILDING STRUCTURE. 3. ALL CONCRETE SHALL BE A MINIMUM 4000 PSI @ 28 DAY TEST. 5. SPLICE TOP BARS AT MID-SPAN ONLY AND BOTTOM BARS AT SUPPORT 6. ARCHITECT TO VERIFY ALL PILE LOCATIONS AND GIVE
ONLY UNLESS OTHERWISE NOTED.ALL REINFORCING SHALL LAP 48 BAR LOCATIONS OF THE PROPOSED POOL ON THE SITE.
2. THE FOUNDATION CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS 4. CONCRETE MIXES SHALL BE PROPORTIONED TO RESULT IN CONCRETE DIAMETERS MINIMUM AT SPLICES UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL UTILIZE THE SITE PLAN PREPARED BY
SLUMP AT THE POINT OF DISCHARGE AS FOLLOWS
AND SUBMIT FIELD SKETCHES AS MAY BE REQUIRED FOR ENGINEER OTHERS FOR THE LOCATION OF THE PROPOSED POOL.
APPROVAL BEFORE STARTING ANY FIELD WORK. 6. REINFORCING STEEL COVERAGE SHALL BE AS FOLLOWS(SEE SECTION 8. LANDSCAPE ARCHITECT/ARCHITECT TO COORDINATE WITH
PRISMA
a. RAMPS AND SLOPING SURFACES -3" MAXIMUM 7.7,AC1318, FOR CONDITIONS NOT NOTED)UNLESS NOTED OTHERWISE IN STRUCTURAL ENGINEER/JPCE FOR TERRACE
... 3. FOR ORIENTATION OF FOOTINGS/GRADE BEAMS SEE PLAN. b. FOUNDATION CONCRETE -3"TO 6" PLANS. TERMINATIONS G POOL.
G E 0 5 D I E N O E c.ALL OTHER CONCRETE -3"TO 5"
4. NO BACKFILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL A. FORMED WALL 3" BACKFILL SIDE.a/4<"FRONT SIDE
POeor3SQtlaeetara►tt'l1753 hto4.r'ikifms4naSs`Nnutpm (531)tTU7-SOSl
ADJOINING FLOORS HAVE BEEN POURED AND CURED FOR SEVEN DAYS, 5. MIXING, TRANSPORTING AND PLACING OF CONCRETE SHALL CONFORM TO B. FOOTING/GRADE BEAM 3"
UNLESS WALLS ARE PROPERLY AND ADEQUATELY BRACED. ACI 301. D.S TRUABS ON GRADE %11 TOP, 3" BOTTOM
J.PONTIERI, P.E., D.P.C.
D. STRUCTURAL SLABS /,"
5. CONTRACTOR SHALL COOPERATE WITH OTHER TRADES AND WHERE 6. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE ENGINEERING & CONSULTING
REQUIRED, INSTALL ALL BUILT-IN WORK, SLEEVES, INSERTS, ETC., AS POURS.ALL CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF 7. PROVIDE ADDITIONAL REINFORCING AT ALL CONCRETE WALL OPENINGS,
16 Commercial Blvd. OF NEIN
Suite 1A .�P�� PLAN P y0,Q
Lu. �.' Medford, NY 11763 CO o� °4.�
m f VOA- ' 631.320.1040 telephone
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Office@jp-ce.com
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Client: Broadway National BORING LOG Client: Broadway National BORING LOG Client: Broadway National BORING LOG w
ttcet,:ne
B + Rrojad Location; 2095 Nassau Point Rd. g Project Location: 2095 Nassau Point Rd. Project Location: 2095 Nassau Point Rd. �-{ rO
t�
- Cutchogue,NY vv Cutchogue,NY Gutehogue,NY vvv �� 097859
1 NEV V O� G r 1ri e p ( )
r' ' Pro ect Number, 23-1 Pro ect Number: 23-117 Project Number. 23-117
' ARO�ESSIONP�
Lf �,�`) Drilling Stan Data: Ma 12,2023 Boring Depth ft: 22' Dolling Start Date: May 12,2023 Boring Depth(ft): 22' Dolling Start Dale: May 12,2023 Boring Depth(R): 32' -'--`�
\ Drilling End Deta: May 12,2023 Drilling End Date: May 12,2023 Drilling End Dale: May 12,2023
I «!'� 1 t Groundwater Depth(ft): 5.5'9eiow Grade Drlliin E Ui merit Ge0 Groundwater Depth(it): 6.0"Below Grade Groundwater Depth(ft): 5,0'Below Grade IT IS A VIOLATION OF SECTION 7209 OF ARTICLE 145 OF THE NEW
I L ! Drilling Equipment' Geoprobe 7822DT g q p probe 7822DT Drilling Equipment: Geoprobe 7822DT I YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER ANY
'" �t---�-I ! it Push SPT Sampling Method: Direct PVsh SPT Sampling Method: Dlred Push SPT CONSULTING ENGINEERS DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER,
N I , -- Sampling Method: Direct UNLESS THE PERSON IS ACTING UNDER THE DIRECTION OF A
al w rA LICENSED PROFESSIONAL ENGINEER
//'yy 1 w =t7 '_ �' m w iu � �F I` N MATERIAL
V. POOL x t7 a a ti MAfiERIAL x F It S z 0 x
r 1 OO a i- 3 z 0i MATERIAL = a a w 0 vi DESCRIPTION 0. a a
�V , p)� a s 03 d o s o N DEseRIPTION a a o m Z, o m 2095 NASSAU POINT ROAD
w eri DESCRIPTION
CUTCHOGUE NY
0
POOL D a ,
vw on00 SM Silty sand with trace gravel ISM)-likelyr,f; PROPOSED SWIMMING POOL DRAWINGS
o 2 2 sM Sttysand with trace gravel ISM} likely fill •2' 0 0 a 0 SM Silty sand with trace gravel ISM)-likely All -2 H H H H
l I ii 7-I' 200C sly Silty sand with trace gravel(SM)-Iikt4fit
9.13 POOL.
I .__._ 4.-_..w_ zat' 0002 5M Silty sandwithtracegravelISM)-Ilkelyfill 2'1' o00o SM Silty sand with trace gravel ISM)-likely fill H H H
SCTMNlo.100010413-003
F"' -' H H H H ISSUE DATE ISSUED FOR
5 „, _g• 2 s 3 e SW Silty'sand with trace gravel(SM)Into flnetonedium 6
sand with trace ravel 5
t Silty sand with trace graves(5My into Hoe to medium 5 5 Silty sand with trace gravel(SM)into fine to medium 5 =
`t `y NEW
�(�/ T 5 ) 41' 0 2 2 a SW sand with trace gravel(SW) � $ 3 a a i 8µ' sand with trace gravel(SW) 64-8' s 513 a SW Fine to coarse sand with fine to coarse gravel(SW)
!`j I(/�( f O � /1 H _
HOUSE
t { IS
�� 674P 2 1 5 a 5W fine to coarse sand with fine to coarse gravel(SW) 8'-Ir a 5 8 a SW Fine to coarse sand with fine to coarse gravel(SW) 8'-10' a s <c SW KF
Fine to coarse sand with fine to coarse gravd(SW)
_ _ 10 10
t
Fine o coarse sari w me o Coarse
M z s a s Sw Fine to coarse sand with fine to coarse gravel(5W) .19 a s + 5 SW Fine to coarse sand with fine to coarse gravel(SW)
i t i...._ i 10
16'•12'q 3 a s SW fl t d lthf [ gravellSW)
! I ( to-
fine 8 0 0 10
1 Y-t2' s 4 a SW to coarse sand with fine to coarse gravel(SW) 10'-12'5 5 5 e SW Flne to coarse sand with fine to coarse gravel(SW)
15
I I F-17's s s 3 SM Fine to coarse silty sand with fine to coarse gavel ISM)
LU
15 15 15
_ ..___, _.�_w_' 15'•17'2 3 4 1 SM Floe to coarse silty sand with fine to coarse gravel(SM) ':;:15 tT 2 s 5 a SW Fine to coarse sand with fine to coarse gravel(SW) fine to coarse silty sand with floe to coarse grael 15M)
2 0
1 Patio
26'22'a e s 5 SM
25 5
2D 20 20 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE
.25'-2'T 6 e a i 8M Fine to coarse silty sand with floe to Coarse gave)(SM)
r26-12Zz s a 7 SM Fine to coarse silty sand with fine to coarse gravel(SM) 2A'•27 S 7 a a SM Fine to coarse silty sand with fine to coarse gravel(SM) PROPERTY OFJ.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS
COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT
NOTES, NOTES: OF THIE LAW.
Groundwater reedi"g recorded at8:15am Groundwaterreading recorded at855em 30 30 PROJECT#: 2023.126.02 DRAWINGTITLE
Boring Location Map ao'aze s a• SM Fine to coarse sBtysand with fine to coarse gavel(SM) KH
32 32 GENERAL NOTE SHEET
NOTES:
Groundweler reading recorded er 9:45am DRAWN BY
2023-07-31
DATE DRAWING NUMBER
1 BORING LOCATION MAP - PREPARED BY PRISMA GEOSCIENCE AS NOTED
P-001 SCALE: NTS SCALE P-001
Z:\2023 Projects\126-Broadway National\02-2095 Nassau Point Road-Cutchogue NY\DESIGN\ST\CAD\planset\JPCE-2095 Nassau Pt Rd-Pool Plan.dwg
N
231-81f POOL FOUNDATION LEGEND
W # E 22'-0"
1 COVER VAULT
8" PROPOSED POOL WALL U.O.N.
B.O.WALL ELEV.:VARIES (REFER TO PLANS).ALL ELEVATIONS
BASED UPON ASSUMED T.O.W. ELEV. OF 0.00'.
r I I GRADE PROPOSED 24"X 24" REINFORCED GRADE BEAM, REFER TO DETAIL
r_- -_ __ _-__ _ _ _ __ _ _ __ __ _ _ _ _ __ _ ___ __ _ _ _ ____ _____ _ __ __ __ __ _ _ __ BEAM-01� r - - I 17- - -I 50N SHEET P-200 FOR REINFORCEMENT CLARITY.
L — J B.O. GRADE BEAM ELEV.:VARIES (REFER TO ARCHITECT'S PLANS)
16" DEPTH C° I I I
I (18) PROPOSED SS-175 -8"-10"-12" HELICAL PILE LEAD
TRANSITIONING TO HIGH CAPACITY RS2875.276-20T(WORKING
LOAD) -40T(ULTIMATE LOAD) - INSTALL PILES TO ULTIMATE
Li I i BENCH i
CAPACITY 8,500 FT-lb-ALL PILES TO BE GALVANIZED (TYP.)
I I I I i I
I I I I I I T.O.W. - TOP OF POOL WALL ELEVATION PER ARCHITECT
I ELEV. 0.00' (CONTRACTOR TO CONFIRM
6'-0" 5'-2%" 5'-6%" 5'-2%" I I )
I I
I I I I I GENERAL NOTES:
I I I I I I
I I i I I I
1. ALL REBAR WITHIN CONCRETE CAST AGAINST EARTH SHALL HAVE A MINIMUM
I OF A 3" CLEAR FROM THE OUTSIDE OF BAR TO THE EDGE OF CONCRETE.
2. ALL REBAR WITHIN CONCRETE CAST AGAINST WHERE WATER WILL EXIST
SHALL HAVE A MIN 5"CLEAR TO REBAR
16" DEPTH 3'-6"WATER DEPTH SLOPE — i 6'-0" DEPTH I I I 3. ALL POOL EQUIPMENT TO BE DESIGNED AND INSTALLED BY OTHERS.
r 4. ALL DIMENSIONS AND ELEVATIONS TO BE VERIFIED BY THE LANDSCAPE
ARCHITECT AND/OR ARCHITECT
I I I I I 5. ALL BASE INFORMATION PROVIDED BY MCH DESIGN SERVICES INCLUDING THE
I I I I I DIMENSIONS OF ALL POOL FEATURES.
I I ( I I 6. ARCHITECT TO VERIFY ALL PILE LOCATIONS AND GIVE LOCATIONS OF THE
I I I I I PROPOSED POOL ON THE SITE.
I I 7. CONTRACTOR SHALL UTILIZE THE SITE PLAN PREPARED BY OTHERS FOR THE
LOCATION OF THE PROPOSED POOL.
SUNSHELF I I I I I 8. LANDSCAPE ARCHITECT/ARCHITECT TO COORDINATE WITH STRUCTURAL
3'-0%" ENGINEER/JPCE FOR TERRACE TERMINATIONS AT POOL.
i
I I I I
STAIR I I I I
i I I I I
I I I I I I
I I I I I I
I I I I I I
I- -- -- - - -- - - -- - - - - - - - -- -- -- - - - - - - - --- - - - - - ----- -- -- --- - -- - - -1 I- --
I
L_ - -- -- j— — i
N
1 PROPOSED POOL PLAN
w E
A B C D E F
6'-1" 4'-6Y4" 6'-7Ys" 5'-6%" 1'_611 COVER VAULT GRADE
BEAM ABOVE
I I I (SEE SECTION)
1 --}-- — — --I-- I-- — — {- — — — 4 -I — ------{ — 9 E I I I J.PONTIERI, P.E., D.P.C.
I i I I I I I I I I I ENGINEERING & CONSULTING
1 I i I I 1 I I I I 1 I I I I I
I I I I I I I 1 I I I
16 Commercial Blvd. Of NEW
Suite.1A � y
1 I I I I I I I Medford, NY 11763 CO AN poti 0
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I i I I I I I I I I I
I I I I I I I 631.320.1040 telephone
i I I Office@jp-ce.com
I I I I I I I I I I I LU
-
`' I I I I I I PROPOSED C
GRADE BEAM I I I I i N`�4A 097859
I I I I I ( P) R�FEss\ONP
I I I I I I I IT IS A VIOLATION OF SECTION 7209 OF ARTICLE 145 OF THE NEW
1 I I I I I I I I I I I YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER ANY
I CONSULTING ENGINEERS DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER,
P 2t)I) UNLESS THE PERSON IS ACTING UNDER THE DIRECTION OF A
I LICENSED PROFESSIONAL ENGINEER
i I I I I I I I I I I 2095 NASSAU POINT ROAD
i I I I I I I I I I I CUTCHOGUE, NY
2 — I — — —I— I — I — — — -4 -1 — --I — PROPOSED SWIMMING POOL DRAWINGS
I I I 1 I I I I I I I
I I I I i I I I I
SCTM No.1000-104-13-003
I I I I I 1 I I I I I
ISSUE DATE ISSUED FOR
I I I I I I I I I I I I I I I I
I I I I I I I I I 1 I
I I I I I I I I I I I
I I I I I I I I I I 1
I I I i I 1 I I I I 1
I I I I I I I I 1 I I
I I I I I I I I I I 1
I I I I I I I I I I I
I I 1 I I I I I I I I
I i i I I I I I I I I I 1 I I
I I I I I I I I I i I
I THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE
I PROPERTY OF J.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS
COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT
OF THE LAW.
PROJECT*: 2023.126.02 DRAWING TITLE
L — — — — ..I L - - - - j L - - - - J L _ - - - J L - - - L_1 - - - J KH PILE LOCATION PLAN & POOL
PLAN
DRAWNI BY
2023-107-31
2 PROPOSED GRADE BEAM / PILE LOCATIONS DATE DRAWING NUMBER
P-100 PSCALE: 1/2" = 1'-0" AS NOTED
SCALE P_ 00
Z:\2023 Projects\126- Broadway National=-2095 Nassau Point Road-Cutchogue NY\DESIGN\ST\CAD\planset\JPCE-2095 Nassau Pt Rd- Pool Plan.dwg
pomp
POOL FOUNDATION LEGEND
8" PROPOSED POOL WALL U.O.N.
B.O.WALL ELEV.: VARIES(REFER TO PLANS).ALL ELEVATIONS
BASED UPON ASSUMED T.O.W. ELEV. OF 0.00'.
1"THICK STAINLESS STEEL GRADE
PLATE BOLTED TO POOL WALL BEAM-01 PROPOSED 24"X 24" REINFORCED GRADE BEAM, REFER TO DETAIL
BENCH 5 ON SHEET P-200 FOR REINFORCEMENT CLARITY.
POOL COVER VAULT L _ J B.O. GRADE BEAM ELEV.: VARIES (REFER TO ARCHITECT'S PLANS)
SUN SHELF WATER LEVEL
(18) PROPOSED SS-175-8"-10"-12" HELICAL PILE LEAD
`e) T.O. POOL COPING 0 TRANSITIONING TO HIGH CAPACITY RS2875.276-20T(WORKING
T.O. POOL COPING -- - - - ----$ LOAD) -40T(ULTIMATE LOAD) - INSTALL PILES TO ULTIMATE
CAPACITY 8,500 FT-lb-ALL PILES TO BE GALVANIZED (TYP.)
10" 6'-0" 5'-4" 5'-4Ys 5-4
11 -01� . . =
i*)
1011"' 1 . . N T.O.W.
N ELEV. 0.00' TOP OF POOL WALL ELEVATION PER ARCHITECT
T.O. GRADE BEAM (CONTRACTOR TO CONFIRM)
T.O. GRADE BEAM -__---_�
(2) CONT. #4 REBAR AT TOP GENERAL NOTES:
c*4 OF POOL WALL
• DOUBLE CAGE#4 @ 6" O.C. B.W. IN POOL WALLS
T.O. GRADE BEAM __ __ 1. ALL REBAR WITHIN CONCRETE CAST AGAINST EARTH SHALL HAVE A MINIMUM
-—-— - OF A 3"CLEAR FROM THE OUTSIDE OF BAR TO THE EDGE OF CONCRETE.
• DOUBLE CAGE #4 BARS @ 6"O.C. B.W. IN POOL SLAB 2. ALL REBAR WITHIN CONCRETE CAST AGAINST WHERE WATER WILL EXIST
• SHALL HAVE A MIN 5"CLEAR TO REBAR
io 3. ALL POOL EQUIPMENT TO BE DESIGNED AND INSTALLED BY OTHERS.
Z�I 4. ALL DIMENSIONS AND ELEVATIONS TO BE VERIFIED BY THE LANDSCAPE
ARCHITECT AND/OR ARCHITECT
T.O. GRADE BEAM - -- —_—_—_—_—_ _—_ _ _------ 5. ALL BASE INFORMATION PROVIDED BY MCH DESIGN SERVICES INCLUDING THE
.
DIMENSIONS OF ALL POOL FEATURES.
PROPOSED GRADE BEAM 6. ARCHITECT TO VERIFY ALL PILE LOCATIONS AND GIVE LOCATIONS OF THE
PROPOSED POOL ON THE SITE.
SEE DETAIL 2 ON THIS SHEET
7. CONTRACTOR SHALL UTILIZE THE SITE PLAN PREPARED BY OTHERS FOR THE
LOCATION OF THE PROPOSED POOL.
8. LANDSCAPE ARCHITECT/ARCHITECT TO COORDINATE WITH STRUCTURAL
ENGINEER/JPCE FOR TERRACE TERMINATIONS AT POOL.
PROPOSED HELICAL PILE
1 POOL SECTION
P-200 SCALE: NTS
#5"U"BARS @ 12"O.C. INTO POOL
SLAB. REFER TO SECTIONS FOR
io POOL SHELL REINFORCEMENT
SUPPORT OF THE STONE SPANNING
OVER THE COVER VAULT TO BE
• COORDINATED BY THE MASONRY
CONTRACTOR
J.PONTIERI, P.E., D.P.C.
o #4 STAIR REBAR CONTRACTOR SHALL VERIFY ENGINEERING & CONSULTING
@ 6"O.C. (4)#5 BARS T&B EQUALLY SPACED _ REQUIRED CLEARANCES FOR
�h THE PROPOSED COVER 16 Commercial Blvd.
00 #4 CONTINUOUS REBAR AT r F NE
#3 STIRRUPS @ 10" O.C. M Suite 1A Q��O AN po yO,A
PROPOSED AUTO COVER Medford, NY 11763 � O�
STAIR NOSING (TYP) z �
631.320.1040 telephone
4,000 PSI CONCRETE GRADE BEAM 01 o Office@jp-ce.com
1" R (TYP) m14"
GRADE 316 1"THICK STAINLESS STEEL - Iz
6 PLATE BOLTED TO POOL WALL WITH 2"S.S. THREADED11-61 W
PROPOSED SS-175- 8"-10"-12" HELICAL PILE LEAD W ROD. EXPDXY WITH HILTI HY200. CONTRACTOR ® j p ?�
C)
TRANSITIONING TO RS28750.276-20T(WORKING o0 TO ENSURE PROPER CLEARANCES FROM BOLT / OA 097859
LOAD)40T(ULTIMATE LOAD) - INSTALL PILES TO 10" 1'-2" 10" HEADS TO COVER MECHANISM ® ' R�FESSIONP�
• ULTIMATE CAPACITY-ALL PILES TO BE -
GALVANIZED AND HIGH CAPACITY PILES (TYP.) "� IT IRA TATEEDUCATONLAIOLATION OF SECTION FOR AN ARTICLE TO ALTER NEW
• �.��''JJ YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER ANY
CONSULTING ENGINEERS DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER,
UNLESS THE PERSON IS ACTING UNDER THE DIRECTION OF A
1,_0,1
LICENSED PROFESSIONAL ENGINEER
2095 NASSAU POINT ROAD
CUTCHOGUE, NY
® ® ® PROPOSED SWIMMING POOL DRAWINGS
" If
1 SCTM No.1000-104-13-003
ISSUE DATE ISSUED FOR
BOLT SPACING
2 POOL STAIR DETAIL 3 POOL GRADE BEAM DETAIL 4 COVER VAULT DETAIL
P-200 SCALE: NTS P-200 SCALE: NTS P-200 SCALE: NTS
THESE:DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE
PROPERTY OF J.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS
COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT
OF THIE LAW.
PROJECT#: 2023.126.02 DRAWING TITLE
KH POOL SECTIONS AND DETAILS
DRAWN BY
2023-07-31
DATE DRAWING NUMBER
AS NOTED -P200
SCALE
Z:\2023 Projects\126-Broadway National\02-2095 Nassau Point Road-Cutchogue NY\DESIGN\ST\CAD\planset\JPCE-2095 Nassau Pt Rd- Pool Plan.dwg