HomeMy WebLinkAbout48168-Z r'=Z--�
�OS�1F�ty Town of Southold 2/12/2023
P.O.Box 1179
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53095 Main Rd
oy o���� Southold,New York 11971
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CERTIFICATE OF OCCUPANCY
No: 43 841 Date: 2/12/2023
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 95 Great Peconic Bay Blvd,Laurel
SCTM#: 473889 Sec/Block/Lot: 129.-1-2
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed-in this office dated
7/6/2022 pursuant to which Building Permit No. 48168 dated 8/11/2022
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:
"as built" additions and alterations, including covered entry and finished basement,to existing single-family dwelling
as applied for.
The certificate is issued to Reeve,Diane&Ors.
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 48168 1/10/2023
PLUMBERS CERTIFICATION DATED 1/19/2023 o as Azza
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Signature
TOWN OF SOUTHOLD
v�suFFoc,r
BUILDING DEPARTMENT
y x 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#: 48168 Date: 8/11/2022
Permission is hereby granted to:
Reeve, Diane
60 Arlen Ct
Flanders, NY 11901
To: legalize "as built" additions and alterations to existing single-family dwelling as applied
for. Additional certifications will be required.
4
At premises located at:
95 Great Peconic Bay Blvd, Laurel
SCTM #473889
Sec/Block/Lot# 129.-1-2
Pursuant to application dated 7/8/2022 and approved by the Building Inspector.
To expire on 2/10/2024.
Fees:
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $592.00
CO-ADDITION TO DWELLING. $50.00
Total: $642.00
Buil ' g Inspector
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Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 �Q sean.devlinAtown.southold.ny.us
Southold,NY 11971-0959 Q
�yCOUNTY,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Diane Reeve
Address: 5005 Laurel Ln city:Laurel st: NY zip: 11948
Building Permit#: 48168 Section: 129 Block: 1 Lot: 2
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: Owl Electric License No: 60853ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service X
Commerical Outdoor X 1st Floor X Pool
New X Renovation 2nd Floor Hot Tub
Addition Survey Attic X Garage
INVENTORY
Service 1 ph X Heat Duplec Recpt 78 Ceiling Fixtures 5 Bath Exhaust Fan 2
Service 3 ph Hot Water Gas GFCI Recpt 4 Wall Fixtures 6 Smoke Detectors 4
Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 43 CO2 Detectors
Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3
Transfer Switch UC Lights Dryer Recpt30A Emergency Strobe Heat Detectors
Disconnect Switches 37 4'LED Exit Fixtures 11 Sump Pump
Other Equipment: Gas FP, Fridge, Oven, DW, Hood, W/D, 200A Panel 42Circuits/29 Used
Notes: One Story w/ Finished Basement
Inspector Signature: Date: January 10, 2023
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S.Devlin-Cert Electrical Compliance Form
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Town Hall Annex .1L Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
southold,NY 11971-0959
BUILDING DEPARTMENT. � L`�
TOWN OF SOUTHOLD D
FEB 8 2023 r;
]RuMDMTG nr,,PT.
'1'OjVN OF S0TjTyj0LD �
CERTIFICATION
Date:_ 1/1g/2roA
Building Permit No. #48168
Owner. 95 Peconic Bay LLC /Richard Principi
(Please print)
Plumber: 0 ZZ '
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
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(Plumbers Signature)
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Sworn to before me this t
day of .�anv 20 .2-3
D. PO i
Notary Public, :S� I`` County ••�-•• �tq�'�
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# # TOWN OF SOUTHOLD BUILDING DEPT.
co 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
J , ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: �I& try Lanexg�
Ar
elk,
DATE INSPECTOR
OE so
# # TOWN OF SOUTHOLD BUILDING DEPT.
°`�courrtv��' 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) "l�LECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: ®eve r�►
DATE I /b INSPECTORS .
�F SOUIyo� - — ----
# TOWN OF SOUTHOLD BUILDING DEPT.
`ycou631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] SULATIOWCAULKING
[ ] FRAMING /STRAPPING [ FINAL '1",Ad&A3 &Yvr
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ PC/O [ ] RENTAL
"EMARIKS v
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DATE INSPECTOR
JAMES J. DEERKOSKI P.E.
260Deer Drive
Mattituck,NY 11952
(631) 774 7355
Date: January 12, 2023
To: Town of Southold Building Dept.
Re: Framing/Strapping/Plumbing Inspection
Permit#48168
95 Peconic Bay LLC/Richard Principi
5005 Laurel Lane
Laurel NY ,
To Whom It May Concern:
This letter certifies that a Framing, Strapping,plumbing inspection was performed on
the above mentioned addition and all framing, strapping, and plumbing was installed as
per plan and Per New York State Building Code. A pressure test was also performed on
the entire plumbing system and all plumbin as found to be OK.
Any questions feel free to call.
.ncer ly,
OF NEw . Jam s D erkoski P.E.
DEE
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SOA 725 �2
.JAMES.J. DEERKOSKI P.E.
260Deer Drive
Mattituck,NY 11952
(631)774 7355
Q [ECLEVE
Date: January.31'..2023
i
TO: ]'()tvn ofSouihold Building Dept., F E R 8 2023
Re; Era nit:�48Ib8 inglStrappitig/Plum BUIL DflNG DEPT.
Permbing/hisulation Inspection TOJVN'07 S6_}IJ7 HOLD
95 Peconic.Bay LLC_/Rkhard.Principi
5.005 Laurel Lane
Laurel..NY
'1'o Whom It May Concern:
This lettercertifies that-a Framing; Strapping, plumbing,and Insulation inspection was
performed on the above mentioned addition and all framing,'straoping,plumbing,and
insulation was installed as per plan and Per New York State.Building Code..A pressure
test was,also,performer)on the entire plurnb)sys,,cjm
and all.plumbing was found,to be
OK.
Any questions feel free to call.
eerk'oski OF Ne P.F,
CO s DE
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FIELD INSPECTION REPORT DATE COMMENTS
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FOUNDATION (1ST)
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FOUNDATION (2ND)
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ROUGH FRAMING&
PLUMBING
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INSULATION PER N.Y. H
STATE ENERGY CODE
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FINAL 1 )Gt,� AaA4r Ulk,;
ADDITIONAL COMMENTS
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TOWN OF SOUTHOLD—BUILDING DEPARTMENT
W Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
oy�o 4 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownn .gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
PERMIT NO. Building Inspector:
JUL
Applications and forms must be filled out in their entirety. Incomplete BUILDING DEPT.
applications will not be accepted. Where the Applicant is not the owner,an `DOWN OF SOUTHOLD
Owner's Authorization form(Page 2)shall be completed.
Date:7/5/2022
OWNER(S)OF PROPERTY:
Name:95 Peconic Bay LLC SCTM#1000-129.00-01.00-002.000
Project address:95 Peconic Bay Blvd. Laurel NY 11948
Phone#:516-852-0651 Email:principi.melissa@gmail.com
Mailing Address:PO Box 1248 Southold NY 11971
CONTACT PERSON: ti
Name:Richard Principi
Mailing Address:PO Box 1248 Southold NY 11971
Phone#:516-852-0651 Email:principi.melissa@gmail.com
DESIGN PROFESSIONAL INFORMATION:
Name:James J Deerkoski PE
Mailing Address:16 Library Ave Ste C, Westhampton Beach NY 11978
Pnne'i#°63P- 755t Email:james.deerkoswki@yahoo.com
CONTRACTOR,"IMF.,ORMATION:
Name:
ti
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition BAlteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $100,000
Will the lot be re-graded? ®Yes El No Will excess fill be removed from premises? ❑Yes RNo
1
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• s1
PROPERTY INFORMATION
Existing use of property:Residential Intended use of property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R40
this property? ❑Yes BNo IF YES, PROVIDE A COPY.
B Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and'storm water issues as provided by
Chapter 236 of the Town Code.,APPLICATION IS HEREBY MADE to the.Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law.
Application Submitted By(print name):Richard J. Principi, Jr. ❑Authorized Agent I70wner
pP _. _ ..
Signature of A Applicant: � Date:
STATE OF NEW YORK)
SS:
COUNTY OF
being duly sworn,deposes and saysthat(s)he is the applicant
(Name of individual signing contractl a o named,
(S)he is the
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application,are true to the-best of his/her knowledge and belief,and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
day of IV 20,7�—
Notary P
LAUREN M.MCKISSICK
PROPERTY OWNER AUTHORIZATION t0t`'ryNo.OIMC63422308
Qualified In Suffolk Count
(Where the applicant is not the owner) Commission EvIresMay23, 024
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
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¢�OSUFFOL,� BUILDING DEPARTMENT- Electrical Inspector
�O cOG
4 TOWN OF SOUTHOLD
CW* x Town Hall Annex- 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
rogerrp_southoldtownnygov - seand@southoldtownny.gov
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APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All information Required) Date: p.tit.
Company Name: C �Ec\ �_A
Electrician's Name:
License No.: . - Elec. email:
. C®
Elec. Phone No: _ I request an email copy of Certifidge of Compliance
Elec. Address.: 0 11 C S__
JOB SITE INFORMATION (All Information Required)
Name:14 f C.1SS'A
-1 (�
Address------- 0 S L_ UA F_
Cross Street:
Phone No.: C9 S =
Bldg.Permit#: email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCR f ION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
pak�� �MMQ4
Circle All That Apply: Square Footage:
Is job ready for inspection?: 1:1 YESE] NO 5Rough In ❑ Final
Do you need a Temp Certificate?: ® YESF-1 NO Issued On
Temp Information: (All information required)
Service SizeF�1 Ph❑3 Ph Size: A #Meters Old Meter#
[]New Service[]Fire Reconnect[]Flood Reconnect Service Reconnect❑Underground[]Overhead
# Underground Laterals F11 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION ��7
BUILDING DEPARYMENT, ectrica) lnsp ctor
OF SOUTHOLD
Town Hall Annex- 54375 Main Road -''PO Box 1179
i Southold, New York 11971-0959
��49�.�¢ T`eleph'one (631)"765-1602- FAX (631) 7659502
rogerr(aDsoutholdtownny.gov -- seand(�southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: p.
Company Name: (v:- i C i f 1 ;
Electrician's Name: r A—
License No.:
Elec. Phone No:Q _ request an email copy of Certifi a of Compliance
Elec. Address.: 0eR S--
JOB SITE INFORMATION (All Information Required)
Name: EP (OtVLe �or'�. �
Address _ 5005LW.Aml
Cross Stree • `V
Phone No.: S71 S
Bldg.Permit#: email:
Tax Map District: 1000 Section:
Block: Lot:
BRIEF DESCRIP ION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Square Footage:
Circle All That Apply:
Is job ready for inspection?: ® YES ® NO 5Rough In ® Final
Do you need a Temp Certificate?: O YES O NO Issued On
Temp Information: (All information required)
Service Size01 Ph 03 Ph Size: A # Meters Old Meter#
❑New"Service®Fire Reconnect[]Flood Reconnect OService Reconnect®Underground❑Overhead
# Underground Laterals n 1 n2 n H Frame Pole Wprk none on Se .ice? Y div
Additional Information:
PAYMENT DUE WITH APPLICATION P O�-7
PERMIT # Address:
Switches
Outlets *woe
4#4-r.
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GFI's
i
Surface 111`
SconcesIT
H H's �K A7e �,
LqWl
UC Lts
Fans Fridge HW 51Af
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Exh�ustOven �J W/D-;o,4
i
Smokes "1 1 DW Mini
Carbon Micro Generator
Combo l61 Cooktop Transfer
AC - AH ' Hood ' Service
Have Amps H ve Used
Special: Q,2/ t-V lj�f
Comments
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SITEMAP
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BUELDING DEPT.
TOWN OFSOUTHOLD
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Joseph A. Ingegno
Land Surveyor
PNONE W0737-2090 Foa(631x727-1737
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N NEW
KR Workers' Certificate of Attestation of Exemption
STATE Compensation
from New York State Workers' Compensation and/or
Board Disability and Paid Family Leave Benefits Insurance Coverage
"This form cannot be used to waive the workers'compensation rights or obligations of any party.**
The applicant may use this Certificate of Attestation of Exemption ONLY to show a government 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
Richard J Principi
10947 N Bayview Rd From:Southold Town
Southold,NY 11971
PHONE:516-852-0651 FEIN:XXXXX6058 The location of where work will be performed is
95 Peconic Bay Blvd,Laurel,NY 11948.
Estimated dates necessary to complete work associated with the building
permit are from July 5,2022 to September 1,2022.
The estimated dollar amount of project is $50,001-$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 applicant-is a homeowner serving as the general contractor for a primary/secondary owner-occupied residence.The homeowner has
ONLY uncompensated friends and family working on his/her residence or is hiring individuals a total of less than 40 aggregate hours
per week and has a current homeowners insurance policy that covers the property.
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 FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason:
The applicant is a homeowner serving as the general contractor for his/her primary/secondary personal residence. The homeowner 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,Richard J.Principi,am the Homeowner 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 I
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 I 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
by the Chair of the Workers'Compensation Board to the government entity listed above.
SIGN Signature:
HERE I Date:
4,
Y.
Received=
.Ezem ori:Cei•""tif cate`� �liar. ��Y` :�'>..
:2022=046786<:;y'= ,
= , '; ='% >� NYS Workers:Com ensation Board-
ITj� '�� .%�::�.,"^'�'K. •;�`•�" ��...i.. .•i}�'',���\''.i` `�y'�.i•,,.k::`,�'.i„`{,,'x,%::: t':- ;`,C.�.i•,i C `; ,.,.;.J. ,,L.is
CE-200 01/2018
ti
STATE OF NEW YORK
DEPARTMENT OF STATE .
I hereby certify that the annexed copy for 95 PECONIC BAY LLC, File Number .
220303003053 has been compared with the original document in the custody of
the Secretary of State and that the same is true copy of said original.
WITNESS my hand and official seal of the
...••••••... Department of State, at the City of Albany,
•'� pF NE , •, on March 03, 2022.
• O '
60
LS
10
T �� Brendan C. Hughes
•.•EN •.•'•
••••••' Executive Deputy Secretary.of State
Authentication Number.100001172552 To Verify the authenticity of this document you may access the
Division of Corporation's Document Authentication Website at hgp://ecoip.dos.ny_gov
I
-1
ARTICLES OF ORGANIZATION
OF
95 PECONIC BAY LLC
Under Section 203 of the Limited Liability Company Law
FIRST: The Name of the limited liability company is: 95 PECONIC BAY LLC
1
SECOND: To engage in any lawful act or activity within the purposes for which limited
liability companies may be organized pursuant to Limited Liability Company
Law provided that the limited liability company is not formed to engage in any
act or activity requiring the consent or approval of any state official, department,
board, agency, or other body without such consent or approval first being
obtained.
THIRD: The county, within this state, in which the office of the limited liability
company is to be located is SUFFOLK
FOURTH: The Secretary of State is designated as agent of the limited liability company
upon whom process against it may be served. The address within or without
this state to which the Secretary of State shall mail a copy of any process against
the limited liability company served upon him or her is:
RICHARD J. PRINCIPI,JR.
P.O. BOX 1248
SOUTHOLD, NY 11971
FIFTH: The existence of the limited liability company shall begin upon filing of
these Articles of Organization with the Department of State.
SIXTH: The limited liability company shall defend, indemnify and hold harmless all
members, managers, and former members and managers of the limited liability
company against expenses (including attorney's fees, judgments, fines, and
amounts paid in settlement) incurred in connection with any claims, causes of
action, demands, damages, liabilities of the limited liability company, and any
pending or threatened action, suit, or proceeding. Such indemnification shall be
made to the fullest extent permitted by the laws of'the State of New York,
provided that such acts or omissions which gives rise to the cause of action or
proceedings occurred while the Member or Manager was in performance of his
or her duties for the limited liability company and was not as a result of his or
her fraud, gross negligence, willful misconduct or a wrongful taking. The
indemnification provided herein shall inure to the benefit of successors,
assigns, heirs, executors, and the administrators of any such person.
Filed with the NYS Department of State on 03/03/2022
;Filing Number:220303003053 DOS ID:6420960
I certify that I have read the above statements, I am authorized to sign these Articles of
Organization, that the above statements are true and correct to the best of my knowledge and
belief and that my signature typed below constitutes my signature.
JOHN C.JILNICKI, ESQ. (Signature)
,JOHN,C.JILNICKI, ESQ., ORGANIZER;'
6 CLUB LANE
P.O. BOX 1055
REMSENBURG, NY 11960
Filed by:
JOHN C.JILNICKI, ESQ.
6 CLUB LANE
P.O. BOX 1055
REMSENBURG, NY 11960
Filed with the NYS Department of State on 03/03/2022
Filing Number:220303003053 DOS ID:6420960
}IIRSDNTARRNAL R OEVENUHEESERVICERY
CINCINNATI OH 45999-0023
Date of this notice: 04-08-2022
Employer Identification Number:
88-1661858
fes,,...• ,��`•�.,,.,
Form: SS-4
Number of this notice: CP 575 G
95 PECONIC BAY LLC
RICHARD J PRINCIPI JR SOLE MBR
PO BOX 1248 - ,� For assistance you may call us at:
SOUTHOLD, NY 11971 1-800-829-4933
t
IF YOU WRITE, ATTACH THE
- wR STUB AT THE END OF THIS NOTICE.
WE ASSIGNED YOU AN EMPLOYER IDENTIFICATION NUMBER
Thank you for applying for an Employer Identification Number (EIN) . We assigned you
EIN 88-1661858. This EIN will identify you, your business accounts, tax returns, and
documents, even if you have no employees. Please keep this notice in your permanent
records.
Taxpayers request an EIN for their business. Some taxpayers receive CP575 notices when
another person has stolen their identity and are opening a business using their information.
If you did not apply for this EIN, please contact us at the phone number or address listed
on the top of this notice..
When filing tax documents, making payments, or replying to any related correspondence,
it is very important that you use your EIN and complete name and address exactly as shown
above. Any variation may cause.a delay in processing, result in incorrect information in
your account, or even cause you to be assigned more than one EIN. If the information is
not correct as shown above, please make the correction using the attached tear-off stub
and return it to us.
A limited liability company (LLC) may file Form 8832, Entity Classification Election,
and elect to be classified as an association taxable as a corporation. If the LLC is
eligible to be treated as a corporation that meets certain tests and it will be electing S
corporation status, it must timely file Form 2553, Election by a Small Business
Corporation. The LLC will be treated as a corporation as of the effective date of the S
corporation election and does not need to file Form 8832.
To obtain tax forms and publications, including those referenced in this notice,
visit our Web site at www.irs.gov. If you do not have access to the Internet, call .
1-800-829-3676 (TTY/TDD 1-800-829-4059) or visit your local IRS office.
r
(IRS USE ONLY) 575G 04-08-2022 95PE 0 9999999999 SS-4
IMPORTANT REMINDERS:
* Keep a copy of this notice in your permanent records. This notice is issued only
one time and the IRS will not be able to generate a duplicate copy for you. You
may give a copy of this document to anyone askingfor proof of your EIN.
* Use this EIN and your name exactly as they appear at the top of this notice on all
your federal tax forms.
* Refer to this EIN on your tax-related correspondence and documents.
* Provide future officers of your organization with a copy of this notice.
Your name control associated with this EIN is 95PE. You will need to provide this
information along with your EIN, if you file your returns electronically.
Safeguard your EIN by referring to Publication 4557, Safeguarding Taxpayer
Data: A Guide for'Your Business.
You can get any of the forms or publications mentioned in this letter by
visiting our website'at www.irs.gov/forms-pubs or by calling 800-TAX-FORM
(800-829-3676) .
If you have questions about your EIN, you can contact us at the phone number
or address listed at the top of this notice. If you write, please tear off the
stub at the bottom of this notice and include it with your letter.
Thank you for your cooperation.
Keep this part for your records. CP 575 G (Rev. 7-2007)
-------------------------------------------------------------------------------------=--------
Return this part with any correspondence
so we may identify your account. Please CP 575 G
correct any errors in your name or address.
9999999999
Your Telephone Number Best Time to Call DATE OF THIS NOTICE: 04-08-2022
( ) - EMPLOYER IDENTIFICATION NUMBER: 88-1661858
FORM: SS-4 NOBOD
INTERNAL REVENUE SERVICE (RICHARD
5 PECONIC BAY LLC
CINCINNATI OH 45999-0023 J PRINCIPI JR SOLE MBR
PO BOX 1248
SOUTHOLD, NY 11971
2840DH SWFX 2840DH
= PLUMR CERTIFICATION
AP ROVED AS NOTED m OPV LEA CONTENT BEFORE
15'-7" CER77FI( TE OF OCCUPANC)
DATE: B.P.#
11040DH 3?40FX 110400H 2868 2840DH SOLUSED IN WA TERx —' SUPPL S--STEAi�CANNOT
FEE: - O1S BY:
NOTIFY.-B ILDING. DEPARTMENT AT o EXCE 2/10,OF¢;�/ LEAD.
765=1802, .8-AM TO 4 PM FOR THE p
FOLLOWINGINSPECTIONS:
1. FOUNDATION TWO REQUIREDM fO
FOR POURED CONCRETE V = ao
2. ROUGH =:FRAMING & PLUMBING LIVING BEDROOM = 0
INSUL":A _ION p
4:.41NAL CONSTRUC-ION MUST o Nt m Z
BE COMPLETE FOF !-.0.
co ALL CON RUCTION SHALL MEET THE 29'-3 1/2" 12'-8" m C E 2
REQUIREMENTS OF THE CODES OF NEW = w J
YORK ST TE. NOT RESPONSIBLE FOR M a
DESIGN 09 CONSTRUCTION ERRORS. Addifl L Ln
certification
May Be Re d. ~
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OPEN PAI LISTER ATTACHFDTOWALL
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ALL HANDRAILSSHALL BE CONTINUOUS THE FULL LENGTH AA�
OF THE STAIRS.HANDGRIP PORTION OF ALL HANDRAILS POSE-T6DFCK CONNECTION •••, W
HFADERlGIRDER.TO-POST CONNECTION � ^
SHALL NOT BE LESS THAN I.1/4'NOR MORE THAN 2'IN ILOCATIGNI USPNUMBER DESCRIPNON APPLICATION L.L
CROSS SECTIONAL DIMENSION.ORTHE SHAPE SHALL USE MIN.(2)1/2'DIA.GAIN.BOLTS WITH WASHERS AND NUTS (2)BEAMS PAU44 OR WE44 POST!BEAM ANCHOR APPLY TO EACH PIER Ln
M
PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDEREADERTO POMCOLUMN CONNECTION JO)BEAMS PAU"ORWE66 POST/BEAM ANCHOR JAPFLY TO EACH PIER L
FLASHING TUCKED UNDER
TOP PIECE OF SIDING AND
UPPED OVER FIRST CONTIN.
GIRDENHEADE0. PIECE OF SIDING BELOW UNDISTURBED SOIL
2-V2'DW.LAG BOLTS W)WASHERS LAY PLASTIC BASE DIRECTLY ON
CONNECTED TO BLDG,I OC UNDISTURBED SOIL LOPGANICS REMOVED)
LEVEL RASE
STAIR TREAD FIT CONSTRUCTION TUBE AND PLUMB
POST/COLUMN PBRACETUBE
RIM BOARD I.1\ FILL AS PER MANUFACTURESANSTRUCTIONS
STRINGER FLOOR FRAMING
2K JOISTS III=111=114 —- SII-1II'-
ur=.=li-nJ-nl-nl-m-m-n
BLOCKING FOR JOIST HANGER
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LOCATION USPNUMBER DESCRIPTION APPUCATION RIM JOIST/BD.
4 SOUDCOLUMN Pa—/PBSE4</KC44 POST CAPANCHO0. AFPLYTOEACHCOWMN �•a DISTURBED/POORSOIL
STRINGER TO DECK/PORCH CONNECTION 6a6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 46'LAYER OF CRUSHED STONE OR
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DECK/PORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND
LAS'PLASTIC BASE ON COMPACTED GRAVEL
LEVEL BASE
FIT ONSTRUCTION TUBE AND PLUMB
• BE
11\ FILL AS RRA PER MANUFACTURES INSTRUCTIONS
=1JI=III—1= —11=11=111=11'
III-111;111=III-,III III'111-111_1111 I
SHEET TITLE
\Y+OOD JOIST JO15T
CONIC,PIER FOOTING EMS }�c�
BIGFOOT SYSTEMS FOOTING FORM E YOIG
GIRDER(HEADER IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN
HE WTENT OF THE CODEAND THE MATERIAL OFFERED S
WOOD10"T
COMPLIES WITH T
ru rro, 'M��• GIRDERMEADER AT LEAST THE EQUIVALENT IN OURABIIITY AND EFFECTIVENESS OF THAT
PRESCRIOFD IN THE CODE
THE DRRSION OF CODE ENFORCEMENT AND ADMFNISTRATIONS FINDS THIS PRODUCT
ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICBO EVALUATION SERVICE REPORT
•'.�. Fll15H JOISTS WITH HEADFRlGIRDE0. ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN
ALL101STSCONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
THE PROPER STEEL CONNECTOR SPLICED JOISTS CNFR HEADER/GIRDER SCALE
IF ABLE.SET FIR JOISTS APRO)L V4'HIGHER THAN LVL HEADERSLOUTION USP NUMBER DESCRIPTION APPLICATION
1O15T
TO ALLOW FOR SHRINKAGE. TOGIRDERMEADER I RTIO ITYDOWN ANCHORCONNECTTO EACH JOIST
HANDRAIL NOTES: DECK 6 PORCH NOTES. CLIMATIC 6 GEOGRAPHIC DESIGN CRITERIA NAILING SCHEDULE DATE
All rrge'ved hmal.tIs dull be of oro of the following IypH 1).Unkis ati—w noted.all framing material to be Al ACQ Pmwre treed lumber• GROUN WIND SEISMIC FROST -11 ICESHIELD
or prwidtd eyutwmi L"unly. AB fastmers hang`l and archon to be g,t irIb I or dainlHs deal. FLOOD JOINT DESCRIPTION NAIL NAIL NO S �•
SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNOERLAYMEN HA2ARDf CITY. SPACING E��
2 C'rdcn for deck Johb to tx WILN or androred to each t w I washm aM nutr LOAD (MPH)CATEGORY DEPTH TEMP. REQUIRED '0UYTOh PE0. T r )F NEW E/,S, 7/6/202
1).TYPe I.Handrails with O—Nr amt Segbn shall have an )• poi Per with SILL TOP PLATE OR GIRDER 4-Ed COMMO )01ST •LY
—Ade diameter of at lead 1414 intlKa and rot graab, Girdm m ronaele plan dull be-,ha ed with proper deet—O,1on anchored MODERATE SLIGHT TO BRIDGING EACH
20 PSF 130 B SEVERE 3 FT. 11 NONE 2.El,COMMO OEC L
than 2 Ircha.If the Mndratl h not drwkr it dull have. Into cortaete with a miMmum 112'du K 7'long anchor bolt with wa3hen and cress T°HEAVY MODERATE TO JOIST END lr- ❑E. L' O
perimeter dimemlon of for lead 4 Indus and not graeu, 3).Pmn wiToning glMen shall be andsored m a 12112'F72'IhICL macre[`footing �'7
than bV4lnrha with a madmum uoss¢mond BLOCKING EACH
vIeaminimmnla'dia,rlovgmn ,hot with wfl,—dRan.FoathpSbsIl CODE:2021)IRC.2020 NYS UNIFORM FIRE AND BUILDING CODE 2.MC°AMM°
d—Im of 2.1/4 indrs TO JOIST END f Q
be4(1 belwv grade. BLOCKING TO: FA SHEET NO.
3-16d COMMOt
2).Type 11.Handrails with a paimekr greater then 6-V4 4).Deck joids to hate bloating at TO o.e. SILL OR TOP PLATE JE
N I j
a,hH shdl—We graspable Rng<r raxss ores on beth LE ' STRIP 3•%d COMMOF E C A
`ides of Me pmflle.The flger mass$Mll begin with a 5).A minimum of IO Iwh fWhing shalt be immlled bctxxm the buildmR and ledger. TO BEAM IL
dlsmlue or 314 crisis meawed—NeallY from the tallest Lalger to W festered to butlGng with 12"die.boll,with wnhen and nuts SOIL COMPACTION:Mir-of the pmBle and arhfew a depth ofas lead 5/16 at 16'o.c. II.CONTRACTOR TO PROVIDE Olt TESTTO VERIFY EKISTINGCONDMO MIMMUM 30pDe JOIST ON IEDGF0. 3-Bd COMMOEindt within 7/L imh bdov tan widest Portion of the CAPAG- TO BEAM IL '�' (�profile.The required depth Shall eo.Mue for PL lead 3/B 6).ConcrHe pian shall iN a minimum 6-above grads. BAND JOIST 3-Im COMMOEN1whtoale-1shat h not lest than 1.3/4 tachebelow the 21�NEW FILLTO BE DEAN OF ORGnNIC KUTERIAL CONTRACTOR TO VERIFY D(IFT04 SOIL TO101STItailmtportion of the profile.The minimum width of the 7)�All jahb la be wpPaded wlih hang`.aM raison.Each JOM sha11 abo be anchored CONOMCetS PRIOR TO FILL REMOVE AND ADD ADDITIONAL FILL AS NEEDED. ANDJOIST TO:
handrail above the saes shall be 1-1/4 tithe,to a to B�^k*(0. All OR TOV PLATE 2-16d COMMO FOOT T IL ^C
m pf 2%4 Mahe,Edges Shall have a minimum 31 COMPACTION OF NEIV FRLCr BEAT(EAST Uf gWIX L)DENTIN aOR TM D VE �!5
radius of QOl Mrha. B1.Use dmpwn hangHs aM...hwl with 2-MA%Idpple proIKINe coaling or[goal F LLTEDED BYA ROFFFSRONAL AA SGENCY FOR COMPACTION COMMR00.TO HAVE A
fw any mntltt with ACQ. �O A�'
� N
J
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULEI=- PLAN CONTENTS:
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING
When a collar Ile is used in leu of is ridge strap.the number of 10d common nails JOINT DESCRIPTION NOTES
r g p required QTY. SPACING BUILDING HEIGHT (SEE PIANS)
CONSTRUCTION NOTES: in each end of the collar he need not exceed the tabulated number of Sid nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH
TOP PLATE ld WALL•4-8d COMMO RAFTER TOE-NAIL TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS)
1).The Information within this set of construction documents is related to bade design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL•3-Bd COMMON EACH DESIGN CRITERIA(UNIFORM CODE) 2020 IRC.2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE
Intent and framing details.They are Intended as a construction aid.not a substitute lateral framing and shear wall connections for rafter,mifing us
or truss to top plate shall be in TO TOP PLATE 10'WALL:4-8d COMMO JOIST TOE-NAIL
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters FRAMING ELEMENTS AS PER FLOOR PLANS.CROSS SECTION,DETAILS.AND GENERAL NOTES
State building Codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the well top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LVE LOAD IPSF)MLS DESIGN DEAD LOAD LFSTI 830121] AIL0RXAoE DEFLECTION OF TTRUCTURAL M 1mis R301.7
construction details and procedures to ensure a professionally finished.structllmily the to the wall stud with uplift connections.Roofs overhanging the sake fide of the building PARALLEL RAFTER WFCM,SBC LAP NAIL UNINHABITABLE ATTICS MO STORAGE)10 EXTERIOR RIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH LAAO
sound and a weatherproof completed product. shall be connected with uplift connections In accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 MO FINISHED CEILING)
2).The General Contractor is responsible for ensuring that all work and constcuction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM•SBC LAP NAIL HAe1TneLI Arnu AND 30 INTERIOR NGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS wlsu
ATDCS WHH FI%ED STAIRS FLOORS U360
meets current federal•state,county and local codes.ordinances and regulations,etc Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE IMERIOR RIGHT FRAME)STEEL WALLS 5
These codes are to be considered as pan of the specifications fm this building and accordance with table 3.3b.When wall studs above do not fall In line with studs below.the TO RAFTER WFCM•SBC END NAIL EXTERIOR BALCONIES AND DECKS b MASONRY WALLS I6-rHICK) Bo CE:11N (PLASTER STUCCO) U360
should be adhered to even if In variance with the plan. studs shall be attached to a common member in the Boor assembly with uplift connector in BLOCKING EACH TOE FIRE ESCAPES CONCRETE WALLS(6'THICK) es CEILINGS(GYPSUM) U2<D
accordance with table 3.3. TO RAFTER 2.8d COMMON END NAIL GUARDSANDHANDRAIUS 200 SIP WALLS ID ALL OTHER STRUCTURAL MEMBERS U240
3).Dimensions shall take precedent over staled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50
VEHICLE GARAGES(83015)PER 20 SQ.IN,20001,1 EXTERIOR WALLS(PLASTER.STUCCO) H/360
(DO NOT SCALE DRAWINGS). 4j.WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON PASSANGM VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) R/240
Firs veil studs shall be connected to the foundation,sill plate,or bottom plate with uplift TO RAFTER END NAIL NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FNISHES) %120
4).The designer has not been engaged for construction supervision and assumes no connecton.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: 51EEPNG ROOMS 30 UNTELS(SUPPORTINGMASONY WALLS) U600 O
responsibility for construction coordinating with these plans.nor responsibility for foundation and slab-on-grade.15 inches in masonry block foundations,or lapped under NAIL NAIL 57 Vm 40 e�
construction meam.methods,techniques•sequences,or procedures.or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES ROOF GROUND SNOW LOAD 20
P
recautions and programs in connection with the work There are no warranties for a bottom late.3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING L
P q EXPOSURE CATAC.O0.Y (DESIGNED FOR EXPOSURE C) (D
specific use expressed or implied In the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing. TOP PLATE TO PER FACE NAIL
2-l6d COMMO LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
anchor bolts am to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1
5).Refer to the Window and Door Schedule for exterior openings. correct TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE S GENERAL NOTE PAGE O
INTERSECTIONS 4.16d COMMO EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE ^^ 5
6).The Geuerel Contractor is to ensure that masonry or prelebractai fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24' FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE L rl
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exlencr 2.16d COMMO
attached with 8d common nails at 6"o.e at the panel edges and 12'o.c.in the field,and STUD O.C. NAIL FIRE PROTECTION Sym" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS 8314 NYS. M
7).The General Contractor is to confult with the owner for all built-in items I/2 inch gypsum wallboard on the Interim attached with 5d cooler nails at T o.e at panel HEADER TO 16"O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS.
such w bookcases•shelving,pantry•closets.trims,etc. edges and 10'o.c In the field shall be in accordance with the length requirements specified 16d COMMON SMOKE&CO2 DETECTORN
HEADER ALONG EDGES NAIL ce r
in table 3.15a-b. TOP OR BOTTOM 2-16d GOMMO PER 2N STUD FNn TRUSS DESIGN N -ST NDA D I M CONSTRUCTION
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION ON
CODE NYS 19 NVCRR PART 124 /� m z
6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: M U
FOUNDATION NOTES: Type11exteriorshearwallsshallmeettherequirementsoftable3.15a-b times the appropriate FLOOR JOIST.BAND JOIST. 2.16dCOMMO PER FACE NAIL CLIMATIC&GEOGRAPHIC DESIGN CRITERIA >
length adjustment factor in table 3.16. FOOT SEE NOTE:1.2 •0
1).The General Contractor and dawn to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WINDI SEISMIC FROSTWINTER ICESHIELD
FLOOD
determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UN
7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING' HAZARDS O (D
Allowable sidewall Lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
21•All footings to rest on undisturbed(virgin)soil. NAIL NAIL Q� J
interior d 2.2 alrS ore used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES /�
2.4.4.2 and 22.4 respectively. QTY. SPACING 20 PSF 130 8 SEVERE 3 FT. MODERATE SLIGHT TO 17 NONE {y d
3).Provide W'expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE
concrete or masonry walls oocutng in exterior or unheated interior areas. 8)•CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL TOP PLATE OR GIRDER 4-fid COMMON ,OIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 11-
Header phi
and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE /��
4).Any new,concrete walls being attached to existing concrete structure shall 2-ed COMMON V/
be installed with B5 Inbar•18'long at 12"o.c.Use approved epoxy for Imtallatien. `sslth table 35.Window sill plates shall be have steel connectors In accordance with table TO JOIST END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE
SHEATHING LOCATION NOTES
3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
BLOCKING EACH TOE
5).Unless otherwise noted,all slabs on grade to be 3000 p.s.i_Concrete to be TO JOIST 2-8d COMMONEND NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6.0. Ed COMMON @ 6.O.C. SEE NOTES:1.3
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES.
(BOTH FIELDS)
to be minimum 3-12 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam.the rafters shall either be notched and BLOCKING TO. 3-ibd COMMO EACH TOE INTERIOR ZONE 8d COMMON @ 6'O. Bd COMMON @ 12'O.C.
6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD
along the open ceiling par of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4'0.4 8d COMMON @ 4"O.C. SEE NOTES:1.3
6).Crawl spaces to be provided with a minimum IBk24'access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMO JOIST NAIL
fix ID cast Iron foundation vent for every 15U sq.It.of area. NOTES
T ON LEDGER PER TOE
7).Dampproof exterior of foundation with bituminous coating as required by currant DECK AND COVERED PORCH NOTES: JOISTo BEAM 3-ga eolnMo JOIST NAIL
N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted.all framing material to be Al ACQ pressure treated lumber. BAND JOIST PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
the below grade portion of exterior walls prior to backfilling. All fasteners.hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMO )01ST NAIL
1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak.
8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girden for deck joists to be bolted to each pmt with%ashen and nuts. BAND JOIST TO: 2.16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
Girden on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT IEE NOTE:I
FRAMING NOTES Into concrete with a minimum 1/2"dia x T long anchor bolt with washers andnuts. 2).Tabulated 12 inch o.c nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49.
For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c.
I).All framing techniques and methods as prescriptive design of current SBC High Wino 3).Posts supporting girders shall be anchored to a 12'xf2'xI2'thIck concrete footing. JOINT DESCRIPTION NAIL NAIL
Edition Wood Framing Construction Manual. QTY. SPACING 3).Tabulated 4 inch o.c malls cin sheathing to rafter/truss framing members with G>0.49.For
Uma minimum 1r2'dia x 8'long anchor bolt with washers and nuts.Footings Shalt be 3 ft. spacing assumes ng g
below grade.Porches with covered rssofs shall have 12'dia.concrete pian for the girder. STRUCTURAL PANEL fid AS PER TABLE 3.8 framing membert with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c.
2).Douglas
otherwiserroted.ellframingandstwcturalwoodmaterielLobeY2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS'
Douglas Flr. 4).Deck joint to have blocking at 8'0 o.c..
CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE
SHEATHING LOCATION NOTES
3).Floors,walls,ceilings and rafters to be spaced at 16 Inches o.c urian noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5).A minimum of 10 inch Bashing shall be installed between the building and ledger. NAIL NAIL
otherwise. JOINT DESCRIPTION
Ledger to be fastened to building with 12"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(BOTH FIELDS)
4'EDGE ZONE 8d COMMON @ 6'O. 8d COMMON @ 12'O.C.
4).Unless otherwise noted,all bearing wall headers to be(2)2x10 62+BTR Doug Fir. where needed. GYPSUM 7-O.C.EDGE NOTE:2 FOR PANEL FIELD
Id COOLERS INTERIOR ZONE go COMMON 6.0. . Ed COMMON @ 12"0.C. SEE NOTE:3
gearing wall headers to have e()Ja Studs and(2)full length studs on each side of all WALLBOARD 1P O.0.FIELD @
openings.LVL head¢n to have 6).Concrete pier shall be a minimum 6'above grade.
pe gs. (3))she studs and ( foil length studs on each side of WALL SHEATHING
openings.gearing wall nd 6'0 and
shall also have gs window Bili plates 9.2x4 wall 7),NI joins to be supposed with hangers and anchors.Each Joist shall also be anchored NOTES
op¢nin ki between 4'1 and 6'D and 2x6 wall openings between 5'1l and 8'9.Provide fire to grtder(s)• JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. SHEET TITLE
,opening,
nd blocking where applicable. QTY. SPACING
6).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PERTABLE 3.9 1),For wall sheathingwithin 4 feet of the comers,the 4 foot
5).All Rluh beams/header to he Installed with heavy duty galvinized hanger and PANELS Bd COMMO WFCM-SBC edge zone attachment requirements shall NO}�
anchon where applicable to act connecting joists. PLUMBING NOTES be used. IY l
7/16'OSB 3"O.C.EDGE
6d COMMO
6).Double up Boor)oils under walls that run parallel to the moor Join and under bathtu s.1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c,nail spacing assumes sheathing attached to stud framing members with
Floor to have ceramic the installed shall be verified for proper load capacity unless timed Construction Code. GYPSUM 7'O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 Inches o.c.
on plans. WALLBOARD Sd COOLERS 10"O.C.FIELD
7).Provide 2•I-3/4"thick micolams(height to match Bo-joists)around stairwell and/r 2)•Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails.
Other access openings unless otherwise noted(typical). FLOOR SHEATHING:
3).If wall studs.plates or joists are out out during installation for any plumbing related work NAIL NAIL SCALE
provide ad PO,_ ESCRIPTION8).Dormers running up roof rafter are to be supported by double rafters On either side P equate bracing and plates to protea and secure the structure.Verify with the QTY, SPACING I}PROVIDE 5/Y TY9F-K fISFkTROp.nRE n01flNL AT ID0 MJV(IMUtA DISTANCES FOR NON KCFSSI2lE AAFK.
wherea hirable union otherwise noted. State COde and mdnUfdCtufPt recommendation tm maximum hie size and{pada permitted. TUPPLEPROTECTMCOATING FORPP ' .saron.DaTALL I.td DEIF 'INAODRHINtt1tMmurALARM;nRFt-
HVAC SYSTEM NOTES ft LEss ea coMMo 12'O.0 FIELD O.T SQ.FT.2ND.HOW,
9).Provide blocking/bridging in floor Joists at 8'0 o.e.Use solid blocking in floor joists sw.b4•2LL-KF
under all bearing walls. NYS RsMm,IN Cc RLO2.n-FIREBLOCUNG REQVLRFD
1).Mechanical subcontractor Is responsible for adhearing to all applicable codes and safety NOTES: r Leasee m.smlaa.;d�+amon.B w,u,I e,rervwyn n,xn m.0 m.e,a.I1
10).Provide insulation baffles at eave vents between rafters.Install draft blocking as requirements. NOTEsc s,,�mx„B�F, 4eem^wu6. a,�aal"gym u-'sw°PP ' DATE
needed THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY E c '�'
2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 30000 CAPACITY. p.In rax..Ira,Paa,.r was..Fr.COD.xnnaw.IweaaM,.ea,.m,all.r<s"y.-
equipment supplier. awl.car:,!.dIOa,vautsar.ss�P. ",.l,ua.nn+.vrss..latir, Krol e F NE�,y 7�6�2�22
Ilj.Unless otherwise noted,all roofs and walls to have a minimum 12'thick 4-ply Fir r.as.Bra aN,nlr,ranWar,I aA.a fico 4uB e..Ro,m nna+,m
1).Nailing requirements are based on wall sheathing a
COX exterior sheathing grade plywood.Plyvrood tD cover over plates and headers. SOIL COMPACTION: a,NB cure dre,.,mxDaaNee+ne.b aaec
3).HVAC subcontractor to provide foal system layout drawing and submit it to the General nailed 6'on-anter at the panel edge,if wall fieathing
Contractor and Owner for final review and approval. is nailed 3"on-anter at the panel edge to obtain higher D.NMHU.TOBECLFAN Of ORCANICMATERIALCOMRACTOR ]j.Nas lnlumhwM1xa belwmemw'.d w.,bl and Maeav,l ` DC O
ad Unless otherwise noted use3/4'thickrewe to PTSfloor
Fir or Advaned fl plywoodwb0oor TOVERIFYExISDNGtCILCONxI 1111PRIORTOFtu. aRP rar4,3�a iso..ailioat
J ELECTRICAL NOTES- 'hear capacities. oublerequirements rnate connector REMOVEANDAODAUDITIONALnLLASNEEDEO. ; TVN�/�'
adhered with PL400 adhesive and screwed to Boor olits.Finished Boor to be installed members shall be doubled,m alternate connector. 3).La mn:VM ss•Vw eewoxm, � � O
over subfloor as manufacture';instructions. "r NY1dR-1-oidbo. SHEET NO.
per ma 2J.CPMPACTLON OF NEW TILLBIALL BE AT LEAST 9594 ACT TDR uNn Ndn Juli cmnDLr ai:a cumr4 HYS MldmTd Codi.
such as shear plata,shall be used to maintain load path. *R Q' A
Ij.All electrical to be Installed az per N.Y.S.Residential Conrtwdlon Code. oENsm rvEa And o sea ANDAsmh o Iss7)-cornPKrTRE )< N
13).All bathroom walls to have 1120 thick molnure-resistant sheetrock.Garage walls and --n-vtDVmeAq.eoNIIIKruR IO HAVE nu as.Al ape."p aoura.mu Pprsw swmnrcsla.E.,a lborl s�rosnL I pax - •*
ceilings and over furnace to have 5/8'thick t ex sheetrock.All other parts of build 2).All electrical work shall be approved a qualified Underwriter. 2).When wall sheathing Is continuous over connected TESTED BY A PROFFORONAL AGENCY FDR COMPACTION. .m Produolormmhafbo. _ 'S
g yp W rug ppr by qu members.the tabulated number of nails shall be permitted
to have regular 12'sheetrock All walls to be taped end finished. sJ.DD NOi BACCnLL QNntt nRn FLOOR DECO CONSTRUCTION. S).fcr Lti fiHNRdwF a(ddmney aM 6uplaax.o,rryu"ta M s. de
3).All electrical work to comply with 2014 NEC. l0 be reduced LOS-16d nzii per foot. LNCLUNNG SURFLOOC u cOASNETL "(� X r
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or % - 1;
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4),Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 (P •/ _ _ O
torch down type material over. and R315 of IRC.
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to Exrtleroa neERGlAucmuFANt To BE HeGG A�O O P�V
be installed with a foam sill gasket and cop-tex termite shield or approved equal. oRAPPRovm EgURL INsrAuumR cAP
AND BASEL IISF WRH FLASHING CAn TO
COL4A TOP
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