HomeMy WebLinkAbout50375-Z �o��pF SOUTyo`o Town of Southold
# * P.O. Box 1179
53095 Main Rd
°l4-COUNTI.�,�' Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 45892 Date: 01/16/2025
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 340 Grange Rd Southold,NY 11971
Sec/Block/Lot: 78.4-2
Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 01/22/2024
Pursuant to which Building Permit No. 50375 and dated: 02/27/2024
Was issued, and conforms to all of the requirements of the applicable provisions of the law.
The occupancy for which this certificate is issued is:
Additions and alterations, including "as built" deck, to existing single family dwelling as
applied for.
The certificate is.issued to: Robert Stellato ,Nancy Stellato
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE: 50375 10/24/2024
PLUMBERS CERTIFICATION:
A tho d Signature
�o�SU�rat�co TOWN OF SOUTHOLD
ay BUILDING DEPARTMENT
y TOWN CLERK'S OFFICE
o . 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#: 50375 Date: 2/27/2024
Permission is hereby granted to:
Stellato, Robert
340 Grange Rd
Southold, NY 11971
To: construct additions and alterations and to legalize "as built" deck addition to existing
single-family dwelling as applied for. Additional certification may be required.
At premises located at:
340 Grange Rd, Southold
SCTM # 473889
Sec/Block/Lot# 78.-1-2
Pursuant to application dated 1/22/2024 and approved by the Building Inspector.
To expire on 8/28/2025.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $340.00
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $252.00
CO-ADDITION TO DWELLING $100.00
Total: $692.00
Building Inspector
O��OF SO!/��ol
� o
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 �Q sean.deviinCaD-town.southold.ny.us
Southold,NY 1 1 97 1-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Robert Stellato
Address: 340 Grange Rd city:Southold st: NY zip: 11971
Building Permit M. 50375 Section: 78 Block: 1 Lot: 2
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: Home owner License No:
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor 1st Floor X Pool
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 Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 6 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 Exit Fixtures Sump Pump Ed
Other Equipment: (1)120Arc Fault (2)115Arc Fault Breakers
Notes: Rear Den Addition
Inspector Signature: Date: October 24, 2024
Copy
OF SOUTy��o
TOWN OF SOUTHOLD BUILDING DEPT.
couum, 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] F UNDATION 2ND [ ] INSULATION/CAULKING
[yl ,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: I 4 c5
kdAA<jk Qig�Nf�A
DATE INSPECTOR
o��OF SO�IyO 5 4
# # TOWN OF SOUTHOLD BUILDING DEPT.
"coum, 631-765-1802
INSPECTION
] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND . - f ] -INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] .FIRE SAFETY INSPECTION
] FIRE RESISTANT CONSTRUCTION [ ] FIRERESISTANT PENETRATION
ELECTRICAL (ROUGH) f ] ELECTRICAL (FINAL)
] CODE VIOLATION . [ ] PRE C/O [ ] RENTAL
REMARKS: P N ?—
DATE -INSPECTOR 3
� OF SOUlyolo
5a3� # # - TOWN OF SOUTHOLD BUILDING DEPT.
^oo ,0 631-765-1602
INSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ �NSULATION/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: V1�v oVl o"lkikal
DATE �/ o� _INSPECTOR
_--376 �o��vSOUIyO� —
*. " ,TOWN OF SOUTHOLD.-BUILDING DEPT.
cou�m,� 631-765-1802
INSPECTION ' .
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [. ] INSULATION/CAUL ING
[ ] FRAMING /STRAPPING [vl/FINAL �=-�-�-
[ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] "FIRE RESISTANT CONSTRUCTION ,_ [ . ] FIRE-RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [. ] PRE C/O [ ] RENTAL
REMARKS:.
o� G. 0 .
DATE INSPECTOR
OF SOUTyOIo �✓� ( � ``��jj I � �
# TOWNF_SOUTHOLD .BUILDING D PT.
o�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) LECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O- [ ] RENTAL
REMARKS: 11001,
l
DATE I �'' �i Le Z, -Y INSPECTOR
APR ACKERY E. NICHOLSON, RA
'MEEMW -ZENICHOLSON.ARCH@GMAIL.COM
r.. R 1250 EVERGREEN DRIVE
m 11jC R 6.:i'. i i' e 1 fh L•', ''1 ;
CUTCHOGUE, NY 11935
PHONE: 631.513.6589
Town of Southold-Building Department April 22, 2024
53095 Main Road Page 1 of 1
PO Box 1179
Southold NY 11971
Re: Stellato Residence
340 Grange Rd
Southold, N.Y. 11971
District-1000, Section-78, Block-1, Lot-2
Building Permit Number— 50375
Inspection — Footing and Foundation
In March 2024, 1 inspected the construction at the noted location. The inspection
covered the trench foundation and block wall for the new addition.
The inspection results are:
Items inspected included trench footing width and depth, footing rebar size and
spacing. Block wall, rat slab and foundation ventilation.
The footing and foundation work was done according to approved plans and in
compliance with the applicable sections of the IRC, NYS and Southold Town
Building Codes.
Result— Based upon inspection of this project and to the best of my knowledge,
belief and professional judgment, construction as installed complies with the
plans and applicable codes of the IRC, NYS and Southold Town Building Codes.
ZACKERY E. NICHOLSON, RA
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FIELD INSPECTION REPORT DATE COMMENTS
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FOUNDATION (1ST)
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FOUNDATION (2ND)
ROUGH FRAMING& y
PLUMBING
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INSULATION PER N.Y.
STATE ENERGY CODE
FINAL
A-
ADDITIONAL COMMENTS �
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®•9gUf�0���o TOWN OF,SOUTHOLD,—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
y�o aas Telephone(631) 765-1802 Fax(631) 765-9502 hLps://www.southoldtomm.jzov
1�
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
PERMIT NO. Building Inspector:
JAN 2 2 2024
Applications`antl forms must be filled out'in their entirety;Incomplete
applications will riot be accepted :Where-the AppUcant:is notthe owner`,an Oari°Anil Oepa en
all Owner's Authorization form(Page,2)sh be com pleted: Town caf Southold
t , k. 1
Date:01.22.24
OWNE*S),0F PROPERTY
Name:Robert & Nancy Stellato SCTM#1000-78-01-2
Project Address:340 Grange Rd - Southold, NY 11971
Phone#:516.721.0559 Email:rstellato22@gmail.com
Mailing Address:41245 Main Road - Peconic, NY 11958
CONTACT'PERSON "
Name:Zackery E. Nicholson, RA
Mailing Address:1250 Evergreen Drive - Cutchogue, NY 11935 � —
Phone#:631.513.6589 Email:ZENicholson.Arch@gmail.com
.i
DESIGN PROFESSIONALrINFORMATION
Name:Zackery E. Nicholson, RA_
Mailing Address:1250 Evergreen Drive - Cutchogue, NY 11935
Phone#:631.513.6589 Email:ZENicholson.Arch@gmail.com
CONTRACTOR'INFORMATION•
Name:Home Owner
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION ,
❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $TBD
Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ❑No
1
PROPERTY'INFORMATION W.
Existing use of property:Single Family Dwelling_ Intended use of property:Single Family Dwelling_
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R-40 this property? ❑Yes BNo IF YES, PROVIDE A COPY.
8 Check Box After Reading. The owner/contractor/design professional is_responslble for all drainage andstorm water issues as provided by,
Chapter 236 of the Town'code..APPLICATION.. HEREBY MADE to the Buildin"gp'epartment 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 of Regulations;for the;construction of buildings,
additions,alterations or`for removal or demolition as,herein described:The--appiicant agreesto comply with A'applicible'laws,ordinances;building code;.
housingcode and regulations and to admit authorized Inspectors on premises and in building(s)fornecessary,inspections:False statements made herein are
,
�punlshable;as;a,Class A.misdemeanor pursi ant:to Section 210AS of the New-York State Penal law.:
E.
Application Submitted By(print name):Zackery E. Nicholson, RA BAuthorized Agent Downer
Signature of Applicant: � Date: 01.22.24
CONNIE D.BUNCH
STATE OF NEW YORK) Notary Public,State of New York
SS: No.01 BU6185050
Qualified in Suffolk County
COUNTY OF Commission Expires April 14,2—c-;'o
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above 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
dayof 20Q
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
I� Robert Stellato residing at 340 Grange Rd - Southold, NY 11971
do hereby authorize Zackery E. Nicholson, RA to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
&�& &!-�& 01 .22.24
Owner's Signature Date
Robert Stellato
Print Owner's Name
2
J
BUILDING DEPARTMENT- Electrical Inspector
SI► TOWN OF SOUTHOLD
AQ
Town Hall Annex- 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
. ' Telephone (631) 765-1802 - FAX (631) 765-9502
la mesh .southoldtownny.gov seand(c(�southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: Z Y12, 0 2-Y
Company Name: 5ar PK&TOA Q
Electrician's Name:
License No.: Elec. email:
Elec. Phone No: ❑I request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Information Required)
Name: R D d T S T-2-L44-P
Address: D i 'AAP�z-- 0.
Cross Street:
Phone No.: Sg- 72 - G S
Bldg.Permit#: ��- 037� email: r fe 22
Tax Map District: 1000 Section: 0 7 Block: 6 / Lot: (5 2
BRIEF DESCRIPTION OF /WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
cle-
Square Footage:
Circle All That Apply:
Is job ready for inspection?: ❑ YES ® NO ❑Rough In ❑ Final
Do you need a Temp Certificate?: ❑ YES FX—] 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 El H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION /!/ / 2
`rt( �-f U�( lap°,
�oSUFFAt,�`O BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
o =` Town Hall Annex - 54375 Main Road - PO Box 1179
o • Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX,(631) 765-9502
ja mesh(a)southoldtownny.gov - seand(a)-southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: Z 0 2-y
Company Name: aF PKLToolle-m
Electrician's Name:
License No.: Elec. email:
Elec. Phone No: ❑I request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Information Required)
Name:
Address: D
Cross Street: MMpJ
Phone No.: 5'g• '72 e c�
Bldg.Permit#: _'03 75' email: r fe 22g A _cv/*t
Tax Map District: 1000 Section: 0 Block: d / Lot: 6 2
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Alms '1— C(-C dz--
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 R2 H Frame D Pole Work done on Service? Y N
Additional Information:
1
PAYMENT DUE WITH APPLICATION /`/! / 2ypot F/C09
PERMIT# Address:
Switches
Outlets
GFI's
Surface
Sconces
HH s
UC Lts Fridge HW POOL
Panel
Fans Mini Fr. W/D Pump
Exhaust Oven Sump Heater
Trnsfmr
Smokes DW Generator Salt Gen.
Carbon Micro GrbDis Water Bond
Lights
Heat Pucks ERV
HOT TUB/SPA
Inst Hot DeHum Transfer Disc
Combo Cooktop Minisplit Blower
AC AH Hood Blwker
Service Amps Have Used
Sub Amps Have Used
Comments
L_' A
Generated by REScheck-Web Software
Compliance Certificate
Project Stellato Residence
Energy Code: 2018 IECC
Location: Southold, New York
Construction Type: Single-family
Project Type: Addition
Climate Zone: 4 (5572 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
340 Grange Rd Robert Stellato Zackery Nicholson
Southold, New York 11971 340 Grange Rd ZEN Design
Southold, New York 11971 1250 Evergreen Drive
Cutchogue, New York 11935
631.513.6589
ZENicholson.ARCH@gmail.com
"Compliance: Passes using UA trade-off
Compliance: 15.0%Better Than Code Maximum UA: 60 Your UA: 51 Maximum SHGC: 0.40 Your SHGC: 0.38
The.%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade
assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements.
Envelope Assemblies
Gross Area Cavity Cont. Prop. Req. Prop. Req.
Perimeter
Ceiling:Cathedral Ceiling 180 30.0 0.0 0,034 0.026 6 5
North Wall:Wood Frame, 16"D.C. 220 19.0 0.0 0.060 0.060 11 11
Window 3:Vinyl Frame 17 0.190 0.320 3 5
SHGC: 0.38
Window 4:Vinyl Frame 17 0.190 0.320 3 5
SHGC: 0.38
East Wall:Wood Frame, 16"D.C. 115 19.0 0.0 0.060 0.060 5 5
Window 2:Vinyl Frame 14 0.190 0.320 3 4
SHGC: 0.38
Window 1:Vinyl Frame 14 0.190 0.320 3 4
SHGC: 0.38
West Wall:Wood Frame, 16"o.c. 115 19.0 0.0 0.060 0.060 5 5
Window 5:Vinyl Frame 14 0.190 0.320 3 4
SHGC: 0.38
Window 6:Vinyl Frame 14 0.190 0.320 3 4
SHGC: 0.38
Floor:All-Wood joist/Truss 180 30.0 0.0 0.033 0.047 6 8
Project Title: Stellato Residence Report date: 01/21/24
Data filename: Pagel of 2
i
Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in
REScheck Version : REScheck-Web and to comply with the mandator�requlrem e is listed in the REScheck Inspection Checklist.
ZACKERY E. NICHOLSON, RA 01.22.24
Name-Title Signature Date
gEReD ARC,',
na
t� Z
T,qT 04442�'
F OF
Project Title: Stellato Residence Report date: 01/21/24
Data filename: Page 2 of 2
NANDERSEN TM.
WINDOWS & DOORS
vU L- CREATED DATE,
SOLD BY: OLD TO: 12/21/2023
!:RIVERNEAD 250 David Ct. Z ZO24
BUILDING SUPPLY Calverton, NY 11933 F EB 'LATEST UPDATE
Build Smarter.Build Better.` Terry McCabe 2/1/2024
tmccabe@rbscorp.com "SoDIu'l't 631-996-3181 Tow�� #I S
OWNER`
terry mccabe
Abbreviated Quote Report - Customer Pricing _
QUOTE NAME :PROJECT NAME QUOTE NUMBER CUSTOMEWPO# � TRADE"1D
robert s/ ROBERT STELLATO 5112207
� =ORDER NOTES -' ;:. ` : A-` =DELIVERY NOTES
;
Item Qtv Operation Location Unit Price Ext. Price
100 2 AA-AA None Assigned $1,502.52 $3,005.04
RO Size=75 7/8"x 64 7/8" Unit Size=75 3/8"x 64 7/8"
Mull: Factory Mulled,Andersen Ribbon Mull, 1/8 Non Reinforced Material
TW3052-2, Unit, 400 Series Double-Hung, Equal Sash,White Exterior Frame, White Exterior Sash/Panel, Pine w/White-
`5'' Painted Interior Frame, Pine w/White-Painted Interior Sash/Panel,AA, Dual Pane Low-E4 Standard Argon Fill Stainless Glass/
—NOW_—�___3T.�6— Grille Spacer,Traditional, 2 Sash Locks White(Factory Applied), WhiteJamb Liner, White, Full Screen,Aluminum
76376
Rtl-.70075'
Insect Screen 1:400 Series Double-Hung, TW3052 Full Screen Aluminum White PN:1610141
Insect Screen 1:400 Series Double-Hung, TW3052 Full Screen Aluminum White PN:1610141
Unit# U-Factor SHGC ENERGY STAR Clear Opening/Unit# Width Height Area (Sq. Ft)
—-------------------------------------- ------------------ -----—--------------—------------------------------------------------------------
A1 0.3 0.31 NO Al 33.8750 27.7500 6.55000
131 0.3 0.31 B1 33.8750 27.7500 6.55000
Quote#: 5112207 Print Date: 2/22/2024 3:51:54 PM UTC All Images Viewed from Exterior Page 1 of 3
Item C, t Operation Location Unit Price Ext. Price
200 2 AA None Assigned $709.80 $1,419.60
r RO Size=381/8"x 64 7/8" Unit Size=37 5/8"x 64 7/8"
1 J TW3052, Unit,400 Series Double-Hung, Equal Sash, Installation Flange,White Exterior Frame, White Exterior Sash/Panel, Pine
w/White-Painted Interior Frame, Pine w/White- Painted Interior Sash/Panel,AA, Dual Pane Low-E4 Standard Argon Fill
Stainless Glass/Grille Spacer, Traditional, 2 Sash Locks White (Factory Applied), WhiteJamb Liner, White, Full Screen,
RO-36.72
3B c 1� Aluminum
`— —�
Insect Screen 1:400 Series Double-Hung, TW3052 Full Screen Aluminum White PN:1610141
Unit# U-Factor SHGC ENERGY STAR Clear Opening/Unit# Width Height Area (Sq. Ft)
----------------------------------------- ------------------- -------—-------------------------------------------------------------------------
A1 0.3 0.31 NO Al 33.8750 27.7500 6.55000
Item (fit Operation Location Unit Price Ext. Price
300 1 Stationary-Right None Assigned $2,230.84 $2,230.84
oa
RO Size=72 3/4"x 83" Unit Size=72"x 82 3/8"
�m
fl PS6, Unit,200 Series PS Patio Doors 2 Panel, Unassembled,White Exterior Frame, White Exterior Sash/Panel,w/White Interior
Frame,w/White Interior Sash/Panel, Stationary-Right, Dual Pane Low-E Tempered Argon Fill Stainless Glass/Grille Spacer,
Split Finish,Albany, Albany, White, Black, Black,White, Full Screen, Fiberglass, Gliding
12
Rtl-T215
Frame:White Exterior/White Interior PN:1971254,Version:12/18/2023
Interior Trim Set 1: PSGPD Stationary-Right Albany Black PN:9007560
Exterior Trim Set 1: PSGPD Stationary-Right Albany White PN:9007562
Auxiliary Foot Lock 1: PSGPD Black PN:9007625
Insect Screen 1: 200 Series PS Patio Doors 2 Panel, PS6 Full Screen Fiberglass Gliding_White PN:1974130
Panel 1: Left Slab 36.375 x 79.094 PS6, Stationary-Right, White/White/White, Low-E Tempered Argon Filled, PN:1993098
Panel 2: Right Slab 36.375 x 79.094 PS6, Stationary-Right,White/White/White, Low-E Tempered Argon Filled, PN:1993097
Unit# U-Factor SHGC ENERGY STAR
Al 0.29 0.32 NO
Quote#: 5112207 Print Date: 2/22/2024 3:51:54 PM UTC All Images Viewed from Exterior Page 2. of 3
STELLATO RESIDE CE
ZEN DESIGN
ADDITION1250 EVERGREEN DRIVE
CUTCHOGUE,NY 11935
PHONE:631.513.%89
340 GRANGE R D • "PP9"V OAS NOTED
/ DATE.
A .� C5� tatpsoaWm om.ohitactedpM pm terShim .I=o&t
SOUTHOLD, NY 11971 FEE- //,�S atedionn as du IUtISedurnlwaMUN0Sco.302or the
sw
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111 111.Coprdgltt Imt ttoau a nd obi]s9�0.Th.p
protMbn Ind Was let Is not GMtee to IN ovcrptl/otm m wall
ps tho ptrang—.t sM camposttbn of specs end ol—ts of
BY: Id
COMPLY WITH ALL COD "�� °""."d,rotCCflp.YnnY h"1i96p p,tl CSa Plans.
y�r iot a capnrnontoegoltYt�n o/
Ito
NOTIFY F:JILDING DEPARTMENTAT NEW YORK STATE&TOWN ODFG
631-766-1 102 8AM TO 4PM FOR THE AS REQUIRED AND CONDITI I
FOLLO11' "' INSPECTIONS: OF ISSUE DATE
``,... 1• F TWO REQUIRED ---��V 01 SCHEMATIC DESIGN 1 0107.24
F ING& LU OLD TOWN INBOARD PERMIT SET OL20.24
2. F ;;viING&PLUMBING
3. It N SO LD TO TRUS ES
4. Fit -CONSTRUCTION MUST
B" OMPLETE FOR C.O.T7 S Rp6
ALL Cr- P�STRUCTION SHALL MEET THE
REQt REMENTS OFTHE CODES OF NEW
--� YORK STATE. NOT RESPONSIBLE FOR
—i DESIGN OR CONSTRUCTON ERRORS
— _ - —� FANCY OR
._- , CCU
ELECTRICAL.
_ -_ -- -
__ _
_ INSPECTIOd REQUIREQ -_:SE IS UNLAWFUL
_ ITHOUT CERTIF C TIARC-1
- - Nkc
F OCCUPANCY 'ice
�,\ �'0
NT
RETAIN
STORM WATER R N F,
PURSUANT TO CHAPTER 36" 'rT �a4nz3 ��
--- — - _ _ _ _ - OF THE TOWN �T yo
_ CODE. OF,NE
- '
STELLATO
t Mus provide M uals
P RESIDENCE
J and S as er 340 GRANGE RD
- - - - - - - - - - - _ - SOUTHOLD,NY 11971
- - - - - - SEnergy de
---- —-- ----- -- —-- _ ____ _... _-- _ - [ ' - - - - - - - - - - - S.C.T.M.4 1000-078-01-02
rM - - - _ - - - - - - - - - SCALE: 1,/4"m X-O"
DATE: OL20.24
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CONSTRUCTION NOTES WIND FRAMING NOTES PLAN CONTENTS O EXTERIOR DOOR SCHEDULE
NR IIPE UNN52E(HYp' Ra0m) AfArDw N07F5
L THEINFORMATION WITHIN THIS SET OFCONSTRUCTION DOCUMENTS IS RELATED 70 BASIC DESIGN L RIDGE•TO•RAFNFt ASSEMBLY: OCCUPANCY CLASSIFICATION RESIDENTIAL AWFLOOR
INTENT AND FRAMING DETAILS.THEY ARE INTENDED AS A CONSTRUCTION AID.NOTAS A SUBSTITUTE 1-V4•X 20 GAUGE STRAP SHALL BE ATTACHEDTO EACH PAIR OF RAFTERS IN ACCORDANCE TO 100 p,T 6O+6dW 60JrI•+6.5• umUAD W/GLASS V329/SNGCE132
FOR GENERALLY ACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW YORK TABLE 3A.WHEN A COLLAR 7IE IS USED IN LIEU OF RIDGE STRAP THE NUMBER OF IN COMMON BUILDING HEIGHT EXISTING RIDGE-VBAY ABOVE AVERAGE GRADE
STATE BUILDING CODES.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING STANDARD NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE RECOMMENDED
CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE A PROFESSIONALLY FINISHED, NUMBER OF NAILS IN THE STRAP. DESIGN CRITERIA CODE:2020 RESIDENMLCODE&2020 NTSENERGY CODE
STRUCTURALLY SOUND AND A WEATHERPROOF COMPLETED PRODUCT. 2. RAFTER•TO-WALL ASSEMBLY:
2. ALL CONSTRUCTION TO CONFORM TO THE DESIGN OF THE 2020 NYSRC. LATERAL FRAMING AND SHEAR WALL CONNECTIONS FOR RARER.CEILING OR WALL TO TOP PLATE
3. THE GEN ERAL CONTRACTOR IS RESPONSIBILITY FOR ENSURING THAT ALL WORK AND CONSTRUCTION SHALL BE IN ACCORDANCE TO TABLE 3.3.WHEN A RAFTER OR TRUSS DO NOT FALL IN LINE WITH FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION ANDGENERALNOTES G WINDOW SCHEDULE ZEN DESIGN
MEETS CURRENT FEDERAL,STATE COUNTYAND LOCAL CODES,ORDINANCESAND REGULATIONS,ETC. STUDS BELOW.RAFTERS OR TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE ANDTHE
THESE CODES ARE TO BE CONSIDERED AS PART OF THE SPECIFICATIONS FOR THIS BUILDING AND WALL TOP PLATE SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS.ROOF DESIGN LOAD CALCULATIONS EXT.BALCONIES 60 9ZE
SHOULD BE ADHERED TO IF IN VARIANCE WITH THE PLAN. OVERHANGING THE RAKE SIDE OF THE BUILDING SHALL BE CONNECTED WITH UPLIFT (LIVE LOADS PSF) DECKS 40 EVEN /A PIPE 9LL MAFF. 007AI2EAYW RRAONJ N07ES 1250 EVERGREEN DRIVE
4. DIMENSIONS SHALLTANEPgECEDENTOVERSCALEDDRAWING&(DONOTSCALEDRAWINGS) CONNECTIONS IN ACCORDANCE WITH TABLE33c. pTTICSW/OSTORAGE SO �Rppq CUTCHOGUE,NY 11935
5, THE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SIIPERVISIONAND ASSUMES NO 3. WALL-TO•WALL ASSEMBLY: ATTICS W/STORAGE 20 PHONE:631.513.6589
RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS.NOR RESPONSIBILITY FOR WALL STUDS ABOVEAND STUDS BELOW A FLOOR LEVEL SHALL BE ATTACHED WITH UPLIFT ROOF(GROUND SNOW LOAD) PER NY530L6 1 DDUBIENUA'G Tl• 63l/6+5471r V-441r.V43V Up3/SNGGR31
CONSTRUCTION MEANS,METHODS,TECHNIQUES.SEQUENCES,OR PROCEDURES.OR FOR SAFETY CONNECTIONS IN ACCORDANCE WITH TABLE 3.3b.WHEN WALL STUDS ABOVE DO NOT FALL IN LINE 1 OOUWENUNG 11• 637/3'.SJ71r 61.V3`.S'43,P UR3/9(GDR.Tl
ROOMS SLEEPING) 40
PREPARATIONS AND PRESSEPROGRAMS OR
LED IN HE USE F THE WORN.TI4EREARE NO WARRANTIES FOR WITH STUDS BELOW.THE STUDS SHALL BE ATTACHED TOACOMMON MEMBER IN THE FLOOR ROOMS(SLEEPING) 30 3 ODUBlE'NUNG 21' .Y?LA•+637/s• s1Ys+63Ls Up3/9wit31
A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE WITH TABLE 33. STAIRS 40 4 D&MEMA'B 1. 3vtie•rs17/6' 7-4w.F'sw- UR3/5NGGR31
6, REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS. 4. WALL ASSEMBLY TO FOUNDATION: GUARDRAILS(A DIRECTION) 200 5 DOU3IENUA'G ti• bV7/3'.P47/6 64Y3'.s33V UR.T/9lGCRJ7
7. THE GENERAL CONTRACTOR IS TO ENSURE THAT MASONRY OR PREFABRICATED FIREPLACES MEETS FIRST WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION,SILL PLATE OR BOTTOM PLATE 5 00VA000MEMIWONWO 21• 637/d'.sv7/B' 63Y9'.sssAr UR3/S000R31 OR EXCEEDS MANUFACTURES SPECIFICATIONS AND APPLICATION CODES. WITH UPLIFT CONNECTORS.STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN EXPOSURE CATEGORY DESIGN FOR CAT.0 iMso plan Dmmpyrigbted and oro aW)oct lD cop7Agn
8. THE GENERAL CONTRACTOR IS TO CONSULTWITH THE OWNER FOR ALL BUILT-IN ITEMS SUCH AS CONCRETE FOUNDATION AND SLAB-ON-GRADE.15 INCHES IN MASONRY BLOCK FOUNDATIONS,OR protection asan copyr ed and
subjecnder tt.lD2oftlro
BOONCLSES,SHELVING.PANTRY,CLOSETS.TRIMS.ETC. LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE WITH TABLE 3.3b.WHEN STEEL STRAPS NOM•ut uma¢rsxacrwaataavwemsEts cavmcetoa revmnwaoovrscm txsvaoxsw,amx:E drw pyW Act,17 USO.as amended December 199D and Nman
9. WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT DURING CONSTRUCTION. ARE LAPPED UN DER THE 807TOM PLATE,3 INCH SQUARE WASHERS SHALL BE USED WITH THE LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION DETAIL PAGE •cu Gt csx+uxnwwD aoaxc DtEa6 RAI�atal9lraoumawceecorMs
ANCHOR BOLTS.ANCHOR SOLT SPACING IS TO BE SPACED AND SIZED IN ACCORDANCE TO TABLE (RODF-FOUNDATION) AND GENERAL NOTES •ECaasovoam evr.slsD.r.xucu•su-u7 eaectNn IncludeslWOrbas net Waited
to Nor
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protection LDt Is nettoopo-an farm it-""of
FOUNDATION NOTES swell
32a.N ADDITION TO SPACING,AN ALL HOR CORNERS.
ARE TO BE SPACED BETWEEN 612INCHES FROM as .Undermost otctim unauto,awDeaandaxYeenta
THE END OFASILL PLATE AND ALL CORNERS. NAILING SCHEDULE SEE GENERAL NOTE PAGE design Undcrsucb HWtttlam unauthorized use of these Wain.
5. TYPE I EXTERIOR SHEARWALL CONNECTIONS: -1101 Nane mplesonteA,Can legally resat In the cessation of
TYPE 1EXTERIOR SHEAR WALLS WRHAMNIMUM OF INCH WOOD STRUCTURAL PANEL ON THE construction or buildings bang selmd-Vw monetary
' EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE cornponaUon to ZEN DFSIGV I.I.C.
L THE GENERAL CONTRACTOR AND MASON TO REVIEW PLANS,ELEVATIONS DETAILS AND NDNS TO EXTERIOR ATTACHED WITH Bd COMMON NAILS AT 6.O.C.A THE PANEL EDGES AND 12 D.C.IN THE
DETERMINE INTENDED HEIGHTS OF FINISHED FLOOR(S)ABOVE TYPICAL GRADE FIELD,AND}INCH GYPSUM WALLBOARD ON THE INTERIOR ATTACHED WITH 6d COATED NAILS AT FUZE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314. HEADER CHART
2. ALL FOOTINGS TO REST ON UNDISTURBED(VIRGIN)SOIL 7.O.C.PANEL EDGES AND 10.O.C.IN THE FIELD SHALL BE IN ACCORDANCE WITH THE LENGTH (SMOKE Be CO2 DETECTORS) CARBON MONOXIDE ALARMS TO COMELY WITH R315. O. ISSUE DATE
3. PROVIDE*'EXPANSION JOINT MATERIAL BETWEEN CONCRETE SLABS AND ABUTTING CONCRETE OR REQUIREMENTS SPECIFIED IN TABLE 3.15ab. HEADERS (2)2.6 (2)2d9 (2)2r10 (2)2x12
MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED INTERIOR AREAS. 6. TYPE II EXTERIOR SHEARWALL CONNECTIONS:
4. ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE STRUCTURE SHALL BE TYPE II EXTERIOR SHEARWALLS SHALL MEET THE REQUIREMENTS OF TABLE 315aD TIMES THE ENERGY CALCULATIONS 202DIECC
INSTALLED WITH 85 RE-BAR,38•LONG AT 12'O.C.USE APPROVED EPDXY FOR INSTALLATION. APPROPRIATE LENGTH ADJUSTMENT FACTORS IN TABLE 3.16. SUPPORTING: CAN SPAN:
5. UNLESS OTHERWISE NOTED.ALL SLABS ON GRADETO BE 4000 PSI.CONCRETE TO BE POURED ON 4' 7. INTERIOR SHEARWALL CONNECTIONS: 01 SCHEMATIC DESIGN OLO7.24
THICK SAND OR GRAVEL FILL WITH Gx6 WIRE MESH REINFORCING.INTERIOR SLABS TO BE MINIMUM 4' ALLOWABLE SfDEWALL LENGTHS PROVIDED IN TABLE 3.14 SHALL BE PERMITTED TO BE ROOFONLY 4'TO 6' STOW EY 8`TO SO SO T037 2 PERMIT REVIEW SET OL22.24
THICK.ALL FILL TO BE COMPACTED TO 95%RELATIVE DENSITY WITH 8 INCH MAXIMUM LIFTS(LAYERS). INCREASED WHEN INTERIOR SHEARWALLS ARE USED.SHEATHING AND CONNECTIONS SHALL BE IN SSTORY 4' WTO& 6'708' &TOW 03 REV 02.26.24
6. CRAWL SPACES TO BE PROVIDED WITH MINIMUM I8•x24•ACCESS OPENING.INSTALL ONE 8x16 ACCORDANCE WITH 24,42 AND 22A RESPECTIVELY.
CAST IRON FOUNDATION VENT FOR EVERY IS°SQ/FTOF AREA. 8. CONNECTIONS AROUND EXTERIOR WALL OPENINGS: FRAMINGAND FASTENER INFORMATION 2STORY - - 4'TO 6' 6-TOW
7. DAMPROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS REQUIRED BY CURRENT N.Y.S. HEADER AND/OR GIRDER CONNECTIONS SHALL BE ATTACHED WITH UPLIFT CONNECTIONS IN
RESIDENTIAL CONSTRUCTION CODE.A 6-MIL POLYETHYLENE FILM SHALL BE APPLIED OVER THE ACCORDANCE WITH TABLE 3.5 WINDOW SILL PLATES SHALL HAVE CONNECTIONS IN ACCORDANCE
BELOW GRADE PORTION OF EXTERIOR WALLS PRIOR TO BACKFIWNG. WITH TABLE 35. MARK LOCATION SIMPSON TIER INSTALL NOTES NOTES:
8. DRAINAGE AS REQUIRED BY CURRENT N.Y.S.RESIDENTIAL CONSTRUCTION CODE. 9. CATHEDRAL CEILING ASSEMBLY: • FOR SPANS OVER 4'WIDE HEADER REQUIRES 2•MIN.SOLD
WHERE A RIDGE IS TO BE USED AS A STRUCTURAL BEAM.THE RAFTERS SHALL EITHER BE BEARING AT EACH END DOWN TO FLOOR OR BOTTOM PLATE
NOTCHED AND ANCHORED ON TOP OFTHE BEAM OR SLOPE CONNECTIONS SHALLBE ATTACHED TO 1 ROOF RIDGE LSTA/15 EVERY RAFT 20 GA-1*'x15 . *'PLYWOOD SPACERS ARE USED FOR 2X MEMBERS TO MATCH 2X4
EACH RAFTERTO-RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING.CONNECTIONS TO THE OR 2X6 STUD WIDTHS.
FRAMING NOTES
RIDGE AND WALL SHALL RE ATTACHED WITH THE ABOVE REQUIREMENTS. 2 RAFTER/WALL LSTA/16 EVERY RAFT 12GA-1*•x16
L ALL FRAMING TECHNIQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENTSBC HIGH WIND 3 WALL/WALL LSTA/21 EVERYSTUD 20GA-1*'x21
ADDITION WOOD FRAMING CONSTRUCTION MANUAL DECK SC COVERED PORCH NOTES
2. UNLESS OTHERWISE NOTED,ALL FRAMING AND STRUCTURAL WOOD MATERIAL TO BE82+STR. 4 WALL/BASE PIL RSP4•BfM EVERYSTUD 20 GA-2*'x4*
DOUGLLS FIR.
3. FLOORS.WALLS,CEILINGS AND RAFTERS TO BE SPACED AT 16.O,C.UNLESS OTHER WISE NOTED. 5 BASE PL/FOUND I *'0 ANCHORS 4'-0.O,C. I ADD AS NEEDED
4. UNLESS OTHERWISE NOTED.ALL BEARING WALL HEADERS TO BE(2)291082+BTR.DOUG.FlR. L UNLESS OTHERWISE NOTED.ALL FRAMING MATERIAL TO BE 01 ACQ PRESSURE TREATED LUMBER.
BEARING WALL HEADERS TO HAVE(2)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF ALL ALL FASTENERS,HANGERS AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL.
OPENINGS.LVL HEADERS TO HAVE(3)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF 2. GIRDERS FOR DECK JOISTS TO BE BOLTED TO EACH POST WITH WASHERS AND NUTS.GIRDERS ON ALL TIES TO BE SIMPSON STRONG TIES OR EQUIVALENT
OPENINGS.BEARING WALL WINDOW SILLS SHALL ALSO HAVE(2)WINDOW SILL PLATES FOR 2x4 WALL CONCRETE PIERS SHALL BE ANCHORED WITH PROPER STEEL CONNECTORS ANCHORED INTO ALL FRAMING TO BE FASTENED IN CON FORMALNCr WITH:
OPENINGS BETWEEN V-3•AND W-O'AND 2x6 WALL OPENINGS BETWEEN V-11•AND 8'-9°.PROVIDE CONCRETE WITH A MINIMUM}INCH CIA x71 LONG ANCHOR BOLTS AND WASHERS AND NUTS. IRCCODE-2020
FIRE STOP AND BLOCKING WHERE APPLICABLE 3. POSTS SUPPORTING GIRDERS SHALL BE ANCHORED TO A 19•12,1•J TABLE R6023(1)-GENERAL
5. ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVANIZED HANGERS AND THICK CONCRETE FOOTING.USE TABLE R602.3(3)-SHEATHING
ANCHORS WHERE APPLICABLE TO ALL CONNECTING JOISTS. A MINIMUM}DIA x I!•LONG ANCHOR BOLT WITH WASHERS AND NUTS.FOOTINGS SHALL BE 3 FT. TABLE R602.5(9)-FRAMING-ROOF
6. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR JOINTS AND UNDER BELOW GRADE PORCHES WITH COVERED ROOFS SMALL HAVE 12'DN CONCRETE PIERS FOR THE
GIRDERS.
CAPACITY
5.FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL BE VERIFIED FOR PROPER LOAD PER SPEC 160E IS 13 MP +NYS 2020 SUPPLEMENTAL DESIGN-
4. DECK JOISTS TO HAVE BLOCKING AT 8'-0°O.C.
CAPACITY UNLESS NOTED ON PLANS WIND SPEED IS 130 MPH RG G AI�C
7. PROVIDE(2)3-3/4'THICN MCROUAMS(HEIGHT TO MATCH FLOOR JOISTS)AROUND STAIRWELL S. A MIN IMUM OF SO INCH FLASHING SHALL BE INSTALLED BETWEEN THE BUILDING AND LEDGER.
I.
AND/OR OTHER ACCESS OPENINGS UNLESS OTHERWISE NOTED(TYPICALL LEDGER TO BE FASTENED TO BUILDING WITH}INCH DIA.BOLTS WITH WASHER AND NUTS WHERE
S. DORMERS RUNNING UP FLOOR RAFTERS ARE TO BE SUPPORTED BY DOUBLE RAFTERS ON EITHER SIDE NEEDED. NAILING SCHEDULE I--.NI T
WHERE APPLICABLE UNLESS OTHERWISE NOTED. 6. CONCRETE PIERS SHALL BE A MINIMUM 6•ABOVE GRADE C/y
(�
9. PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT9-0.O.C..USE SOLID BLOCKING IN FLOOR JOISTS 7. ALL JOISTS TO BE SUPPORTED WITH HANGERS AND ANCHOR BOLTS.EACH JOIST SHALL ALSO BE O (1
UNDER ALL BEARING WALLS. ANCHORED TO GIRDER(SL ROOF FRAMING:PER 2020 NYSRC•CHAPTER 8
10.PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS.INSTALL DRAFT BLOCKING AS 8. ROOFS SHALL BE ASSEMBLED AND ANCHORED THE SAME MANNER AS A TYPICAL WALL FRAMING.PER 2020 NYSRC-CHAPTER 6
BOV�ED Q'
NEEDED. FLOOR FRAMING:PER 2020 NYSRC•CHAPTER 5
ILL UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE MINIMUM}'THICK,4 PLY Fl ROOF SHEATHING:PER 2L20 NYSRC-CHAPTER 8 N ti Z
EXTERIOR SNE47HING GRADE PLYWOOD.PLYWOOD TO COVER OVER PLATES AND HEADERS. PLUMBING NOTES CEILING SHEATHING:PER 2020 NYSRC-CHAPTER B
12.UNLESS OTHERWISE NOTED USE 4"THICK T&G PTS FIR OR ADVANTECH PLYWOOD SUBFLOOR WALL SHEATHING:PER 2020 NYSRC-CHAPTER 7
R COX - •�
ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR JOISTS.FINISHED FLOOR TO BE INSTALLED - FLOOR SHEATHING:PER 2020 NVSRC-CHAPTER 5OVER SUBFLOOR AS PER MANUFACTURES INSTRUCTIONS L ALL WATER SUPPLY,DRAINAGE AND VENTING TO BE INSTALLED AS PER N.Y.S.RESIDENTIAL
13.ALL BATHROOM WALLS TO HAVE*THICK MOISTURE-RESISTANT SHEETROCIL GARAGE WALLS AND CONSTRUCTION CODE
CEILINGS AND OVER FURNACE TO HAVE$'THICK TYPE-X SHEETROCK.ALL OTHER PARTS OF BUILDING 2. VERIFY SEPTIC SYSTEM WITH THE ENGINEER FOR SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL S `�
3. IF WALL STUDS.PLATES OR JOISTS ARE CUT OUT DURING INSTALLATION FOR ANY PLUMBING RELATED
R*° T' -04�4.'a S�
TO HAVE REGULASHEETROCK.ALL WALLS TO BE TAPED AND FINISHED. WORK PROVIDE ADEQUATE BRACING AND PLATES TO PROTECT AND SECURE THE STRUCTURE VERIFY ��' y�
14.ALL ROOF WITH A PITCH LESS THAN 4:12 SHALL RE INSTALLED WITH AN ICE&WATER BARRIER OR WITH THE STATE CODE AND MANUFACTURES RECOMMENDATION FOR MAXIMUM HOLE SIZE AND F'
APPROVED EQUAL FLAT ROOFS SHALL BE ApPUED WITH A FIBERGLASS BASE SHEET WITH AN EPDM SPACING PERMITTED. ROOF SHEATHING REQUIREMENTS FOR WIND LOADS - "�F'N E� -
TORCH DOWN TYPE MATERIAL OVER.
15.ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED.SILL PLATES TO HVAC NOTES SHEATHING LOCATION NAILSPACING AT NAIL SPACING ATINTEFTMEDIATE
BE INSTALLED WITH A FOAM SILL GASKET AND COP-R•TEX TERMITE SHIELD OR APPROVED EQUAL PANEL EDGES SUPPORTS IN THE PANEL FIELD
W PERIMETER Bd COMMON®6.O.C. Bd COMMON®6•D.C. STELLATE
ELECTRICAL NOTES INT z°NE RESIDENCE
L MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING 70 ALL APPLICABLE CODES AND
SAFELY REQUIREMENTS. INTERIOR ZONE Bd COMMON®6°O.C. BD COMMON®32'O.C.
2. NVAC SUBCONTRACTOR IS TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE GABLE FNDWALL RUSSRAKE
L ALL ELECTRICAL TO BE INSTALLED AS PER N.YS.RESIDENTIAL CONSTRUCTION CODE EQUIPMENT SUPPLIER. ANDRAXETALL BdCOMMON®4°O.C, D.C.BdCOMMDNEDa• 340GRANGERD
2, ALL ELECTRICAL WORK SHALL REAPPROVED BY QUALIFIED UNDERWRITER. 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO THE
3. ALL EL GEN ERAL CONTRACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL SOUTHOLD,NY 11971
4. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT AS PER SECTION WALLSHEATHIVG REQUIREMENTS FOR WIND LOADS
R314 AND R315 OF 2020 NYSRC.
SHEATHING LOCATIONPANEL EDGES T SUPPORTS IN THE PANEL FIELD
ENERGY NOTES SOIL NOTES NAIL SPACING AT INTERMEDIATE S.C.T.M.a 1000-078-OS-02
4'EDGE ZONE Ud COMMON®6.O.C. 8d COMMON 012'O.C. SCALE_:
L THIS DESIGN COMPLIES WITH THE 2020 NYS ENERGY CODE ASA PRESCRIPTIVE DESIGN. L NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS INTERIORZONE Sid COMMON®6.O.C. Bd COMMON 012.O.C.
2. THE DESIGN CONSTRUCTION SHALL COMPLY WITH SECTION R402 OF THE 2020 NY5RC. PRIOR TO FILL.REMOVE AND ADD ADDITIONAL FILL AS NEEDED. ATE; 02.26.24
2. COMPACTION OF NEW RLLSHALL BEAT LEAST 95%PROCTOR DENSITY(PER ASTM D 69SAND ASTM
D 1557).COMPACT THE SOIL AT 12°LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL TESTED OVA
FIREBLOCKING NOTES DO NOT 13ACHILUNIL FRSTOR FLOOR DEC
3. DO NOTBACNFlLLUNTILFlRSTFLOORDECKCONSIRUCTION.INCLIAINGSUBFLOOR,ISCOMPLETE. � � � u RAWNBY: 7-E.N.
FIREBLOCKING REQUIRED-Br CURRENT UT OFF
FF ALONN CONCEALED
OTHER NOTES D U
FIREBLOCKING SNAIL BE FRONDED TO CUT OFFAL CONCEALED DRAB OPENINGS(BOTH VERTICAL AND
HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORES,AND BETWEEN A TOP
STORY AND THE ROOF SPACE FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION I
THE FOLLOWING LOCATIONS. L PROVISIBLE AREAS.
SHEETROCK FIRE STOPPING AT IO'-0'MAXIMUM DISTANCES FOR NON GENERAL NOTES
L IN CONCEALED F OOR LSOFS CO WALCEALS HORIZND ONTAL FURRED
INCLUDINGPAC FURRED SPACES,AT THE ACCESUSE SIMPSON
AREAS. F F R 7
CEILING AND FLOOR LEVELS CONCEALED HORIZONTAL FURRED SPACES SHALL ALSO 8E 2. USE SIMPSON HANGERS AND ANCHORS WITH Z•MU(TRIPLE PROTECTIVE COATING FOR CONTACT rAo^�
FlREBLOCKED AT INTERVALS NOT EXCEEDING IO FEET.BATTS OR BLANKETS OF MINERAL OR WITH ACQ, c C
GLASS FIBER SHALL BE ALLOWED AS FIREELLOCKING IN WALLS CONSTRUCTED USING PARALLEL 3. INSTALL I-CO2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
ROWS OF STUDS OR STAGGERED STUDS.
2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AN D HORIZONTAL SPACES SUCH AS CLIMATIC&GEOGRAPHIC DESIGN CRITERIA
OCCUR AT SOFFITS,DROP CEILINGS AND COVE CEILINGS
3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN.
ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH CURRENT N.YS.RESIDENTIAL CODE. GROUND WIND SEISMIC FROST WIgI
ICESHIELD 6
4, AT THE OPENINGS AROUND VENTS,PIPES AND DUCTS AT CEILING AND FLOOR LEVEL,TO RESIST SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DEDERLAYMENT HFAI�R� Ll`AIII'91 ��.JT�L; ��vyTHE THE FIREBL CKING OF ANDPRODUCTS FIROF COMBUSTION. LOAD (MPH CATEGORY DIPTII TERE LIFTED i� AmOol .6. TOR THE FlREBLOCHINC OF CHIMNEYS AND FIREPLACES,AS REQUIRED BY CURRENT N.YS. 20 PSF 130 B SEVERE 3R. xooEnny¢sucxrTo 1NONE
RESIDENTIAL CODE To IVAW xooDua
i
LOT SIZE: 18380 SQ/FT
EXISTING FIRST FLOOR: 1,650 SQ/FT
PROPOSED ADDITION: 180 SQ/FT ZEN DESIGN
1250 EVERGREEN DRIVE
CUTCHOGUE,NY 1035
PHONE:63LS13.6589
.. These plans am copyrighted and am st*d to copyright
promclbn as an'arcNtecturol work•under Sm 102 of the
Copyright AM 17 USO.m amended Decerebor 19M and known
asArcNtectuml Wade CopyrightProtection Act of 1990.The
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as the nrmngement and composition of Spam and dements of
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work or home represented,mn legally noun in tiro tessation of
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PYRAMID DIAGRAM — .—• — comporraalien to ZEN DESIGN LLC
NO. ISSUE DATE
_ 01 SCHEMATIC DESIGN 1 OLO7.24
—• — — i 02 PERMIT REVIEW SET OL22.24
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O I - DATE: 02.26.24
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ZEN DESIGN
1250 EVERGREEN DRIVE
CUTCHOGUE,NY 11935
PHONE:631513.6589
GARAGE
Tbaso plans am copyrighted and am sW}ecl to sopyA®,t
protection os an'architeclural work'urrcer Sec.102 of the
Copyright Act.17 U.S 0.as ameaded Docmber]990 and kno rn
as Architectural Works Copyright Protection Act of IM 7ho
protection includes but Is not Omllod to tht orem0lorm aswe0
as the arm ngement end aomposltion of spates and elements of
design Una such Inotectlon,unauthorloed uses of Uuao plans
work or homes ropresontad,can legally resell In the cessation of
tonslmetfan or eulkiings being sclmd md/or mwrctary
16t-4.�/2" componsallon to ZW D61GV LL0.
�/ NO. ISSUE DATE
01 SCHEMATIC DESIGN I 0107.24
02 PERMIT SET 01.22.24
LAUNDRY DINING
ROOM
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STAIRS WHERE SHOWN l
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RESIDENCE
I I I 340 GRANGE RD
I I I SOUTHOLD,NY 11971
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——i——1—— S.C.T.M.3 1000—078—01—02
I SCALE: 1/4"-1'-0"
DATE: 01.22.24
DRAWN BY: Z.E.N.
FIRST FLOOR
N DEMO PLAN
D-100
ZEN DESIGN
1250 EVERGREEN DRIVE
CUTCHOGUE,NY M35
PHONE:63L513.6589
Those plans am rop7dghtod and am sWlat to cop1d81t
protection as an'.rchitectural work'uneor Sm.102 of the
Copttighl Act,17 U.S0.es amended Decembor L990 and krgwn
as Artldtoctural Works Copydgbt Protection Act of 1990.The
protection Indudcs lut is net Dmited to th1 evamll form as wcU
I desitin Under such protection,unauthadeed use of these plans,
work or home represented,can legally—dt in the a Uonof
a I construction or bWldings being sNmd md/or monetary
compensation to ZEN D61GV I.I.C.
I
NO. ISSUE DATE
01 SCHEMATIC DESIGN I OL07.24
02 PERMIT SET OL22.24
EXISTING
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4x4 PRESSURE TREATED `op"riod An.17 DS m ecas O.as amended Dacr 1990 and known as Architectural Wean Copyright Prmadsn Act of 19M Tho
protection Includes WtIs not WNtedto tat orem9 foram aswee
POST ON 4x4 WET
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2 01 SCHEMATIC DESIGN I OLO7.24
SCALE 1/4•-1'-0`
02 PERMIT REVIEW SET OL22.24
03 REV 1 0226.24
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IF T
N ` DATE: 02.26.24
to lu NEW STEPS UP TO DECK DRAWN BY: Z E.N.
51/211 EQ. EQ. 51-011 EQ. EQ. 51/2" UP
.�/!. 16'-5 1/2 FIRST FLOOR
PLAN
1 Am 10 1
A-201
ZEN DESIGN
1250 EVERGREEN DRIVE
CUTCHOGUE,NY IM35
PHONE:63L513.6589
These plain are copyrighted and are Snbled to copyright
protection as an'AmNtectural work'under Sec.102 of the
Copyright Ad.17 US O.as am ailed December 1990 and k—n
as Architevuret Works Copyright Protection Act of 199M The
protection Includes tut Is not ginned to IN overall(arm m wan
T7as the armngamcnt and composition of spaces and dements of
deslgrn.Under such proteeUon,unauthorized use of these plam.
work or home represented.wn legally resdt in the cossatlon d
construction or buildings bdng saimd.W.,monetary
4 compensation to ZEN DESMN LLQ
NO. ISSUE DATE
01 SCHEMATIC DESIGN I OLO7.24
- ._ k - _ :_' = _ __. .�'_ _ = _- __�_'.-i Y ___ _. .— __- -- -- _ __ __ 02 PERMIT SET OL22.24
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340 GRANGE RD
SOUTHOLD,NY 11971
S.C.T.M.*1000-078-01-02
SCALE: 1/4"-it-0"
DATE: OL22.24
DRAWN BY: Z.E.N.
NORTH
ELEVATION
A-200
ZEN DESIGN
1250 EVERGREEN DRIVE
CUTCHOGUE,NY 11935
PHONE:63L513.6589
1
A-300
These plans am copyrighted and am s Wlod to mpydght
protection as an wamhltcdurW work"under Sec.102 of the
Capydght Ad.17 USO.as om ld d December 1990 and known
as Amititeduml Works Copyright Prolocden Ad of 1990.Tho
protection indudes k W is rot ilmited to lt"overall form os well
th em ps e ar®ngent and:—position W sp.—and-1--is W
dr_sigm Urder such y mtlon,unauthorized use W ttr plays.
work or heme mpmsented can legally realil in ttx sation of
constrrrdion of auiWings Wagscimd md/or monclsry
T7 T7compensation to ZEN DESIGN LLG
NO. ISSUE DATE
01 SCHEMATIC DESIGN OLO7.24
02 PERMIT SET OL22.24
EXISTING
ATTIC
ASPHALT SHINGLES TO
MATCH EXISTING
RF-D A C
PAINTED CLAPBOARD - t - _ 42- � y0! C%
SIDING TO MATCH -- C-- � �_ FIRST F OOR N� �Z
EXISTING -
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RESIDENCE
340 GRANGE RD
SOUTHOLD,NY 11971
EXISTING
BASEMENT S.C.T.M.#1000—078—01—02
SCALE: 1,/4"
DATE: 01-22.24
DRAWN BY: Z.E.N.
EAST
ELEVATION
A=201
ZEN DESIGN
1250 EVERGREEN DRIVE
1 CUTCHOGUE,NY 11935
PHONE:631513.6589
A-300
Thew plans am copyrighted and am subjW to copyried
protection man•ambitectuml work'unoer Sec.102 of tiv,
Copyright Act,17 U50.as amended December 1990 and kron o
as Architatuml Works Copyright Protec ion An of 1990.The
pmtaclion InHudes but Is rot United to tM—all form m mil
as the arrangement and composition of spaces and elements of
deslgm Under such protection.unauthorised use of Urese pl-M
work or home represented.can legally msdt In Itm—tlon e/
FT I T7contraction or buildings being soiled md/ormanemry
compensation to ZEN DES101 I.I.C.
NO. ISSUE DATE
01 SCHEMATIC DESIGN I OL07 24
02 PERMIT SET OL22.24
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340 GRANGE RD
SOUTHOLD,NY 11971
S.C.T.M.i 1000—078—01—02
SCALE: 1,/4a-1'-0n
DATE' OL22.24
DRAWN BY: Z.E.N.
WEST
ELEVATION
A-202
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!1,-.•{;1,- J}1 _^ - RETURN AIR DUCT
ZEN DESIGN
NEW ASPHALT SHINGLE ROOF TO MATCH 1250 EVERGREEN DRIVE
EXISTING CUT , 11935
PHONE:
63 83LS13.6589
1
{ —} 2x8 ROOF RAFTERS @ 16"O.C.
2x6 COLLAR TIES @ 48"O.C.
Those plans am copyrighted and am subject to copydgkt
( 4 }'
NEW ROOF-BAT INSULATION(R-30) protection U.S0.sa"encled eceraarre`. and 2 of Copyright Act,17 USO.as emended Dttamn A t of oral known
ro Ar anf.urel WoNs CWt Un t Protection Act ofban os we
he
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design,Under suck/roMctlon,unautkoAxal useol these plan.,
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8D COMMON @ 6 O.C.@ 4 PERIMETER
mnstmction or buildings lwt seized c
ZONE .compansatl EN an to Z DESIGV LLQ
8D COMMON @ 12"O.C.@ PANEL FIELD
'J "j_. 8D COMMON @ GAMBLE ENDWALL RAKE N0. ISSUE DATE
01 SCHEMATIC DESIGN 1 0107.24
...�``�
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