HomeMy WebLinkAbout50952-Z TOWN OF SOUTHOLD
1,4 BUILDING DEPARTMENT
5 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#: 50952 Date: 7/16/2024
Permission is hereby granted to:
DeSimone, Scott
41245 Rt 25
Peconic, NY 11958
To: legalize the "as built" partial relocation of and additions and alterations to an existing
single-family dwelling (from 86-1-3.1) as applied for per NYD DOT and SCHD approvals.
Additional certification may be required.
At premises located at:
41045 Route 25 Peconic
SCTM #473889
Sec/Block/Lot# 86.-1-3.3
Pursuant to application dated 12/14/2023 and approved by the Building Inspector.
To expire on 1/15/2026.
Fees:
CERTIFICATE OF OCCUPANCY $100.00
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $3,909.00
Total: $4,009.00
k 11
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southo�idtowiiny-gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
PERMIT NO. Building Inspector: �!
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date:12.04.23
OWNER(S)OF PROPERTY:
Name:Scott Desimone SCTM#1000-86-1-3.3
Project Address:41045 Main Road - Peconic, NY 11958
Phone#:631.365.6122 Email:taxcertesq@optimum.net
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
DESIGN PROFESSIONAL INFORMATION:
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:Doug Burns Contracting
Mailing Address:PO Box 1345 - Cutchogue NY, 11935
Phone#:631.466.1725 Email:Dougburns3@gmail.com
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure MAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
R Other House Relocation&Addition $TBD
Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? FOYes 1iiNo
1
PROPERTY INFORMATION
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
AC this property? ❑Yes RNo IF YES, PROVIDE A COPY.
R Check Box After(Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print name):Zackery E. Nicholson, RA RAuthorized Agent Downer
Signature of Applicant: •--� V CONRfft.F064
Notary Public,State of New York
No.01 BU6185050
STATE OF NEW YORK) Qualified in Suffolk County
SS: Commission Expires April 14, 2 0'�j Ll
COUNTY OF
" LSDt►.) 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
p
L
'air of � �%' � Ztl ►'`� 1
Notary Public
(Where the applicant is not the owner)
I Scott Desimone residing at 41245 Main Road - Peconic, NY 11958
do hereby authorize Zackery E. Nicholson, RA to apply on
my behalf t uthold Building Department for approval as described herein.
2=
12.04.23
Owner's Signa't Date
Scott D, ,one
Print Owner's Name
2
Generated by Scheck-Web Software
Cmp "lance Cfae
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Project Desimone Residence
Energy Code: 2018 IECC
Location: Peconic, New York
a.. r
Construction Type: Single-family .
Project Type: Addition w
Climate Zone: 4 (5572 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
41045 Route 25 Scott Desimone Zackery Nicholson
Peconic, New York 11958 41045 Route 25 ZEN Design
Peconic, New York 11958 1250 Evergreen Drive
631.804.5747 Cutchogue, New York 11935
taxcertesq@optimum.net 631.513.6589
ZENicholson.ARCH@gmaiI.com
Compliance: 23.1%Better Than Code Maximum UA: 221 Your UA: 170 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.
SlIaab-on r Iraade i raa( E)E, ff are no Ilo longer r a of n' path in fl�,ESC1ur�r'::14r h aa(':'h Mat) tarn-giraade
a a a n n r � �
a s the specified n r � � re " nrnr;:r'�, r'.nnrnn nr�arrr:" a
aasserrflbr y i n T.IIh ���a¢..cifin d r:hr mate oin r�runrn t rru et�:h���n.rnwr'0rnunu"rw:len energy rode nrnsur anon R-va�kie and r�r::�:th rrrquirr:url^rrrnts,
Enveigpe Assemblies
Gross Area c
. . . .
Assembly or , avity Cont.
Ceiling: Flat Ceiling or Scissor Truss 620 30.0 0.0 0.035 0.026 22 16
North Wall: Wood Frame, 16"o.c. 405 21.0 0.0 0.057 0.060 17 18
French Door 201: Glass Door(over 50%glazing) 38 0.190 0.320 7 12
SHGC: 0.38
French Door 202: Glass Door(over 50%glazing) 38 0.190 0.320 7 12
SHGC: 0.38
Window 14:Vinyl Frame 17 0.190 0.320 3 5
SHGC: 0.38
Window 15: Vinyl Frame 17 0.190 0.320 3 5
SHGC: 0.38
East Wall: Wood Frame, 16"o.c. 450 21.0 0.0 0.057 0.060 19 20
Slider Door 101: Glass Door(over 50%glazing) 38 0.190 0.320 7 12
SHGC: 0.38
Window 16:Vinyl Frame 17 0.190 0.320 3 5
SHGC: 0.38
Window 17:Vinyl Frame 17 0.190 0.320 3 5
SHGC: 0.38
Window 18:Vinyl Frame 6 0.190 0.320 1 2
SHGC: 0.38
Project Title: Desimone Residence Report date: 02/19/24
Data filename: Page 1 of 2
Window 24:Vinyl Frame 22 0.190 0.320 4 7
SHGC: 0.38
Window 25: Vinyl Frame 22 0.190 0.320 4 7
SHGC: 0.38
West Wall: Wood Frame, 16"o.c. 450 21.0 0.0 0.057 0.060 20 21
Slider Door 102: Glass Door(over 50%glazing) 38 0.190 0.320 7 12
SHGC: 0.38
Window 22: Vinyl Frame 22 0.190 0.320 4 7
SHGC: 0.38
Window 23:Vinyl Frame 22 0.190 0.320 4 7
SHGC: 0.38
Window 21: Vinyl Frame 11 0.190 0,320 2 4
SHGC: 0.38
Window 11:Vinyl Frame 6 0.190 0.320 1 2
SHGC: 0.38
Basement Walls:Wood Frame
Wall height: 9.6' 715 19.0 0.0 0.045 0.059 32 42
Depth below grade: 8.4'
Insulation depth: 9.5'
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 mandatory re uirements listed in the REScheck Inspection Checklist.
Zackery E. Nicholson, RA - 02.19.24
Name-Title Signature Date
DAp ,
044425
Project Title: Desimone Residence Report date: 02/19/24
Data filename: Page 2 of 2
PERM 42(09/09) State of New York D �� V
Department of Transportation
Highway Work Permit r�
Permit No.: 202410108374 JUL 15 2024
Date Issued: 07/12/2024
4 Project ID No.: BUILMG D .
Expiration Date: 07/11/2025 TOWN JF S01
*Permittee 1: *Permittee 2:
SCOTT DE SIMONE BMM MANAGEMENT CORP/MARCELLO MASONRY OF LI EAST
41045 ROUTE 25 67 NORTH FERRY ROAD
PECONIC,NY 11958 SHELTER ISLAND, NY 11964
Emergency Contact: DOUG BURNS Emergency Contact: BOB MARCELLO
Emergency Number: 631-466-1725 Emergency Number: 631-749-0482
Under the provisions of the Highway Law or Vehicle&Traffic Law,permission is hereby granted to the permittee to:
TO ENTER ON TO THE STATE ROW NY25,TO CURB CUT,TO CONSTRUCT DRIVEWAY,APRON,CURB,CURB RAMP,
SIDEWALKS,PAVEMENT MARKING,SURVEY MARKER,&OTHER INCIDENTAL WORK ALONG WITH NY25,MMS 25 0704
1588-25 0704 1590 AS PER ATTACHED PLANS AND SPECIFICATIONS.ALL DRAINAGE MUST BE CONTAINED ON SITE SINCE
WE DO NOT ALLOW RUNOFF FROM PRIVATE PROPERTY ON TO PUBLIC ROADS.PROPOSED DRIVEWAY SHALL COMPLY
WITH ADA REQUIREMENTS INCLUDING CROSS SLOPE.ALL WORK SHALL CONFORM TO THE SPECIFICATIONS OF THE
CURRENT NYSDOT STANDARDS AND DETAILS,&OSHA GUIDELINES.ALL WORK,PAVEMENT,SIDEWALK&ROW
RESTORATION SHALL BE TO THE SATISFACTION OF THE RESIDENT ENGINEER.ANY DISTURBANCE TO PEDESTRIAN
FACILITIES WILL REQUIRE THE APPLICANT TO COMPLETE SIGN AND DATE THE CRITICAL ELEMENTS CHECKLIST OR IF
NECESSARY NONSTANDARD FEATURES JUSTIFICATION.SEE WWW.DOT.GOV FOR REFERENCED FORMS.NOTIFY THE
PERMIT ENGINEER AT(631)727-1731 AT LEAST 3 BUSINESS DAYS IN ADVANCE OF COMMENCING THE WORK.NO LANE
CLOSURES SHALL BE PERMITTED WITHOUT PRIOR APPROVAL OF THE PERMIT ENGINEER.PLEASE SEE ATTACHED A
COPY OF LABOR LAW 224-F.IF SUCH SECTION APPLIES TO THE WORK TO BE PERFORMED UNDER THIS PERMIT,THE
APPLICATION FOR AND ACCEPTANCE OF THIS PERMIT CONSTITUTE THE APPLICANT'S/PERMITTEE'S AGREEMENT
CONFIRMING THE PAYMENT OF WAGES AS REQUIRED BY SUCH SECTION HAS BEEN CONTRACTUALLY MANDATED,THIS
HWP IS ONLY VALID WITH CURRENT INSURANCE COVERING NYS.SCOTT DE SIMONE,41045 ROUTE 25,PECONIC.SCTM:
10008600100003003.
THE PERMITTEE IS RESPONSIBLE FOR TEMPORARY TRAFFIC CONTROL IN ACCORDANCE WITH THE CURRENT NATIONAL MANUAL OF
UNIFORM TRAFFIC CONTROL DEVICES AND THE NYS SUPPLEMENT.ANYONE WORKING WITHIN THE HIGHWAY RIGHT-OF-WAY SHALL
WEAR HIGH-VISIBILITY APPAREL MEETING THE CURRENT ANSI 107 CLASS II OR CLASS III(AT NIGHT)STANDARDS AND A HARD HAT
MEETING THE CURRENT ANSUISEA Z89.1 TYPE 1,CLASS C OR IF WORKING WITHIN CLOSE PROXIMITY TO ELECTRICAL POWER LINE,
CLASS E OR G.
County Municipality State Hwy State Route Beg Ref End Ref
SUFFOLK SOUTHOLD - 25 25 07041588 25 07041590
as set forth and represented in the attached application at the particular location or areas, or over the routes as stated therein, if required; and
pursuant to the conditions and regulations general or special,and methods of performing work,if any;all of which are set forth in the application
and form of this permit.See additional conditions on PAGE 2.
THIS PERMIT IS ISSUED BASED ON ALL LOCAL,STATE,AND FEDERAL REQUIREMENTS BEING SATISFIED.
Dated at: Hauppauge Date Signed: 07/12/2024 Commissioner of Transportation By: M.T.Vijay Vijayendran
IMPORTANT:
THIS PERMIT,WITH APPLICATION AND DRAWING(OR COPIES THEREOF)ATTACHED,SHALL BE PLACED IN THE HANDS
OF THE CONTRACTOR BEFORE ANY WORK BEGINS.THE HIGHWAY WORK PERMIT SHALL BE AVAILABLE AT THE SITE
DURING CONSTRUCTION.
BEFORE WORK IS STARTED AND UPON ITS COMPLETION,THE PERMITTEE ABSOLUTELY MUST NOTIFY:
The issuing authotity reserves the right to suspend or revoke this permit at its discretion without a hearing or the necessity of showing cause,
either before.or during the operations authorized.
The Permiitee will cause an approved copy of the application to be and remain attached hereto until all work under the permit is satisfactorily
completed,in accordance with the terms of the attached application.All damaged or disturbed areas resulting from work performed pursuant to
this permit will be repaired to the satisfaction of the Department of Transportation.
* Upon completion of the work within the state highway right-of-way authorized by the work permit, the person, firm, corporation,
municipality,or state department or agency,and his/her or its successors in interest,shall be responsible for the maintenance and repair
of such work or portion of such work as set forth within the terms and conditions of the work permit.
Permit Fee: $15.00
Insurance Fee: $0.00
Total Fees: $15.00
Amt Rec'd 1: $15.00 Check Num: 9932 Check Date: 12-JLJN-24
App 1 Bond#: 67090332 App 1 Bond Amt: $15,000.00
UOF: App 1: No App 2: No
Attachments and additional requirements to this Highway Work Permit include:
Other- Approved Plans
PERM 33-Highway Work Permit PERM 41-ld-Method of Performing Work Attach ]
Application for Non Utility Work within the State Right of Way Other- Labor Law
Attach 2 Certification Sec 224-f
END OF ATTACHMENTS
tam
SUFFCt
Scott A. Russell
SUPERVISOR 1�\1[A\NAG]EM[]ENT
SOUTHOLD TOWN HALL-P.O.Box 1179 p Town �f So u th o l d
53095 Main Road-SOUTHOLD,NEW YORK 11971 t l
CHAPTER 236 - STORr.TER MANAGEMENT REFERRAL FORM
. .
C ( APPLICANT [NF�- ���.. _
� .
INFORMATION .._
TO BE COMPLETED BY THE APPLICANT ;
ONLY FOR PROPERTIES� ONE ACRE IN AREA OR LARGER)
v APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other)
! NAME: Z E, -�11 d4oL-Gi;0 ,2N Date_
„ma=
Contact Information: zFNjm4c,Lsoj ots-cii G)AA1L_ca
_ .
tG-Nlail&-Ieleplime Numhed
Pro ert Address / Location of Construction Site:
S.C.T.M. 1000
�.._�.._ District
1 56
5-5
Section Block Lot
TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT
€i
— — — — — — — —
r;
E3 - Area of Disturbance is less than 1 Acre, No S.P°D.E,S. Permit is Required I
- Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Re aired I
° - Area of Disturbance is Greater than l Acre & Storm-\,pater Runoff Discharges Directly
to Waters of the State of New York, THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit
1;
DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit.
Area of Disturbance is Greater than 1 Acre & Storm-\,,eater Runoff Flows Through Southold
Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN
a S,P.D.E.S. Permit through the Southold Town Engineerin De artment
Prior to Issuance of aReviewed By: Buildin Permit.
{ Date:
1 1(`f(1I1P 1' /1 i
SITE INFORMATION
SITE: 41245 MAIN ROAD(S.R.25)
PECONIC,NY 11958
PROPERTY OWNER: B&J REALTY,SCOTT DESIMONE
SCTM#: 1000-86-1-3.1,3.3&3.4 -
GROSS LOT AREA: 1,234,664.64 SF(28.344 ACRES)
BUILDING CLASSIFICATION: AGRICULTURAL,SINGLE FAMILY RESIDENCES _
TOWN ZONE: AGRICULTURAL&RESIDENTIAL
GWMZ: ZONE IV
SUBDIVISION NAME: ANDREW&PHYLLIS CATALANO
GENERAL NOTES
SURJRVEY OBTAINED FROM NATHA FROM IN III LAND OBTAINED FROM USGS DATEOR.DATED JUNE D 023
POGRAPHIC CONTOURS DERIVED
PRIL 2014.
LL ELEVATIONS ARE IN NAVD88.
LL WATER SERVICE LINES MUST HAVE A MINIMUM OF 4.6 OF COVER.
/ATER SERVICE LINES MUST BE A MINIMUM OF 10'FROM DRAINAGE STRUCTURES AND
EWAGE DISPOSAL SYSTEMS.
HERE ARE NO WETLANDS WITHIN 300'OF THE SITE.
HERE ARE NO WELLS WITHIN 150'OF THE BUILDABLE AREA.
HERE ARE NO PROPOSED DRAINAGE STRUCTURES WITHIN 10'OF THE PROPOSED
ANITARY SYSTEM.
;ANITARY SYSTEM SHALL
E SWIMMING POOL.MINIMUM OF 10,AWAY FROM THE RESIDENCE&A
AINIMUM OF 29 FROM THE
kLL PROPOSED PIPING TO BE 4"0 SDR-35,EXCEPT WHERE INDICATED.
;ANITARY SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ALL SCDHS
REQUIREMENTS. ( NEW
AREA OF DEVELOPMENT RIGHTS INTACT SHALL BE CONVERTED TO UNCULTIVATED,
3UILDING AREA AT THE TIME OF CONSTRUCTION OF THE SINGLE FAMILY RESIDENCE.A , � 0
OINIMUM OF 20,000 SF SHALL REMAIN UNCULTIVATED AT ALL TIMES.
LEGEND
——— PROPERTY LINE 104495
-- DEVELOPMENT RIGHTS BOUNDARY LINE A ES 't
-- EXISTING GRADE CONTOURS
--- oa - EXISTING OVERHEAD ELECTRIC LINE&POLE
thweugged
to
PROPOSED BURIED ELECTRIC LINE 15a sewn
rNy, Stale E -
- - EXISTING WATER MAIN
0-w -v - - PROPOSED WATER SERVICE&METER 5
e EXISTING GAS MAIN 4 05/01/24
3 REVISED SITE LAYOUT
c—c PROPOSED GAS LINE 2 REVISED PROPERTY BOUNDARY - 12105123
1 REVISED PER SCDHS COMMENTS 11 . Date
110123
s—s PROPOSED SANITARY LINE NunesRevrkiw- 8129/23
TEST HOLE '
SANITARY SYSTEM CALCULATIONS
MAIN ROAD (S.R. 25)
SINGLE FAMILY DWELLING.
PECONIC, NY 11958
(TORN OF SOUTHOLD)
SIX(6)BEDROOM=4 BEDROOM SINGLE FAMILY DWELLING,POOL HOUSE,&GARAGE
Project
I/A OWTS DESIGN
REQUIRED: SIX(6)BEDROOMS=660 GALLON SYSTEM
PROPOSED: ONE(1)FUI CLEAN UNIT,MODEL-CENT(700 GPD)
SANITAMT
SANITARY LEACHING FIELD DESIGN DEWALL AREA DESIGN
REQUIRED: 4u0 Sr OF SI
PROPOSED- NEW LEACHING POOLS
10g DID LEACHING POOL HAS 31.4 SF PER LF
400 SF/31.4 SF/LF=12.7 LF REQUIRED
PROVIDE: TWO(2)10'DIA.BY 7'EFF.DEPTH LEACHING POOL
1000-$8-1-3.1, 3.3 & 3.4
�/� /�� - -. -- -- -. -County Tax Map Number.
I l jk
�slem 12/7/2 6 -
Expires
OVERALL
-
- SITE PLAN
SUFF L U- I D P R E
OF E L`�i H S ` I L
ERF ` I
_ NumW,
SIN I<r_ FAMILY PE I` N
A GARAGE AND POOL HOUSE 1 3
Sheet
R-23-1291
DA E6 12T7i23 � .S. -P t TJM2301
II
6
TOTAL MA IA UN' BEDROOMS I
EXPIRES THREE FROM D I APPROVAL
PROJECT r-&"AP
D AVVINIG LIST'
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- GENERAL PJOTES PERMIT SET 12.05.23 REV 1
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A-003 TYPICAL DETAILS
PERMIT -12.05.23 REV 2-02.17.24
• � ZEN
DESIGN
D-100 DEMO PLAN PERR?IT SET-12.05.23 REV 2-02.17.24 REV 3-03.04.24 n
PECONIC, NY 11958 �._ a_ E� � ' � . �, j.
A-010 SITE PLAN PERMIT SET-12.05.23 REV 1-01.10.24 REV 2-02.17.24 ._ - ``'` �`' g � ' � ��'` �
;' . =,w= .. . . 1250 EVERGREEN DRIVE
PER,".IT SET-12.05.23 REV 1-01.10.24 REV 2-02.17.24 Q .�. �+ �` r� :' '" '«"/ "� CUTCHOGUE NY 11935
A-100 FOUNDATION PLAN S■C■T■M■ 1000 8� 1 ■3 3
A-101 FIRST FLOOR PLAN PER"",IT SET-12.05.23 REV 1-01.10.24 REV 2-02.17.24 . r�f "'°' •' ,, "^ '"�j`, r. PHONE: 631.513.6589
A402 SECOND FLOOR PLAN PER%MIT SET-12.05.23 REV 2-02.17.24 REV 3-03.04.24
• ,.. " 'd_. �sN,C�„�,.r�ek'°' •?`6..i�'W:-+ �.�" t� '/' �P,R�,. �t '�r x - ��,.. 'H/��FFF�,
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A-201 SOUTH ELEVATION- ".'EST ELEVATION PER' SET-12.05.23 REV 2-02.17.24 ' f }
., "r * .f These plans are copyrighted and are subject to copyright
4 a " ,-' '* protection as an"architectural work"under Sec.102 of the
q-202 NORTH ELEVATION EAST ELEVATION PERt.?IT SET 12.05.23 REV 2-02.17.24 -� ° " '
'y ap
>4<t, �� a '«e",2" . ±r � Copyright Act,17 U.S.O.as amended December 1990 and known
A-301 MAIN HOUSE SECTION 1 PERMIT SET-12.05.23 REV 1-01.10.24 REV 2-02.17.24 as Architectural Works Copyright Protection Act of 1990.The
ti.c;"^• ti� .fi (. protection includes but is not limited to the overall form as well
A-302 MAIN HOUSE SECTION 2 PERMIT SET-12.05.23 REV 2-02.17.24 as the arrangement and composition of spaces and elements of
ak
'� r` }_" •r�" '+ '; 4'• design.Under such protection,unauthorized use of these plans,
MAIN HOUSE SECTION 3-TYP.SECTION NOTES
REV 2-02.17.24 REV 3-03.04.24 work or home represented,
A 303 ,;•'�'`"''„'''.'. ."` ,'* y r # D ® . .,."r -° ►�' " ep esented,can legally result In the cessation of
construction or buildings being seized and/or monetary
., " ��.., :; =, � ^5� ,� �r >: • y� .r ,",�.' compensation to ZEN DE
SIGN LLC.
E-100 BASER?ENIf RCP ELECTRICAL PLAN PERMIT SET-12.05.23 REV 2-02.17.24 ' r
E-101 FIRST FLOOR RCP ELECTRICAL PLAN PERMIT SET-12.05.23 REV 2-02.17.24
NO. ISSUE DATE
E-102 SECOND FLOOR RCP ELECTRICAL PLAN PERM'T SET-12.05.23 REV 2-02.17.24 -` 4`h•. ./. (�
Y
�. . .;�� -` 01, SCHEMATIC DESIGN 1 06.04.23
i
02 SCHEMATIC DESIGN 11 06.25.23
_ 03 DESIGN DEVELOPMENT 1 07.08.23
04 STRUCTURAL REVIEW . .
23
_ 05 HEALTH DEPT SUBMISSION 09.25.23
06 SITE PLAN 11.27.23
i 07 PERMIT SET 12.05.23
_ 08 REV 1 01.10.24
09 REV 2 02.17.24
10 REV 3 03.04.24
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044a23 �-
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ELEVATION. SI-�0�.1APG EYf3STINIG HOUSE (PrOVED) �� P OPO�ED ADDITION AT NE�.��� SITE
-- NEW PICKLE BALL COURT(SEPARATE PERR?IT)
NEVI POOL HOUSE(SEPARATE PERMIT)
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EXISTING DECK REASSEMBLED EXISTING DECK DISASSEIV3LED&MOVED TITLE PAGE
NEW ADDITION EXISTING 2 STORY FRAME HOUSE- —�
NEW POOL(SEPARATE PERMIT) TO BE ROVED TO ADJACENT LOT N
D`IAGR/'11 SHOVi.'ING E�iISTING LOCATION OF HiOUSE - r OVED TO ADJACENT LOT
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500 200 100 50 0
CONSTRUCTION NOTES WIND FRAMING NOTES PLAN CONTENTS 0 EXTERIOR DOOR SCHEDULE
SIZE
OCCUPANCY CLASSIFICATION RESIDENTIAL ED# TYPE UNITSIZE(WxH) R.O.(WxH) MATERIAL NOTES
1. THE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS RELATED TO BASIC DESIGN 1. RIDGE-TO-RAFTER ASSEMBLY: BASEMENT
INTENT AND FRAMING,DETAILS.THEY ARE INTENDED AS A CONSTRUCTION AID,NOT AS A SUBSTITUTE 1-1/4"X 20 GAUGE STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS IN ACCORDANCE TO EXISTING RIDGE=t28.9'ABOVE AVERAGE GRADE 001 SWING 36^x6;8' 4-0^X7 0' SOLID WOOD CORE-METAL CLAD
FOR GENERALLY ACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW YORK TABLE 3.4.WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP THE NUMBER OF 10d COMMON BUILDING HEIGHT PROPOSED RIDGE=t27.3'ABOVE AVERAGE GRADE
STATE BUILDING CODI-S.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. 1 RRSTFLOOR
STRUCTURALLY SOUND AND A WEATHERPROOF COMPLETED PRODUCT. 2. RAFTER-TO-WALL ASSEMBLY: DESIGN CRITERIA CODE:2020 RESIDENTIAL CODE&2020 NYS ENERGY CODE 11 OX 6''0•x6'8' VIF VINYL CLADW/GLASS EXISTING TO BE REUSED
2. ALL CONSTRUCTION TO CONFORM TO THE DESIGN OF THE 2020 NYSRC. LATERAL FRAMING AND SHEAR WALL CONNECTIONS FOR RAFTER,CEILING OR WALL TO TOP PLATE 12 OX 6 O"x68' VIF RNE CLAD W/GLASS EXISTING TOBEREUSED
3. THE GENERAL 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 AND GENERAL NOTES 13 SWING 3 O'x6;8' VIF VINYL CLAD W/GLASS MFR.=PORCH LIFE
MEETS CURRENT FEDERAL,STATE,COUNTY AND LOCAL CODES,ORDINANCES AND REGULATIONS, ETC. STUDS BELOW, RAFTERS OR TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND THE ZE N DESIGN
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 SECOND FLOOR
SHOULD BE ADHERED TO EVEN IF IN VARIANCE WITH THE PLAN. OVERHANGING THE RAKE SIDE OF THE BUILDING SHALL BE CONNECTED WITH UPLIFT (LIVE LOADS PSF) DECKS 40 1250 EVERGREEN DRIVE
4. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS.(DO NOT SCALE DRAWINGS) CONNECTIONS IN ACCORDANCE WITH TABLE 3.3c. ATTICS W/O STORAGE 10 21 FRENCH 5-0"xs'8" VIF VINYL CLAD W/GLASS
5. THE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION AND ASSUMES NO 3. WALL-TO-WALL ASSEMBLY: ATTICS W/STORAGE 20 22 FRENCH 5-0'x6'81 VIF VINYL CLADW/GLASS CUTCHOGUE, NY 11935
RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS, NOR RESPONSIBILITY FOR WALL STUDS ABOVE AND STUDS BELOW A FLOOR LEVEL SHALL BE ATTACHED WITH UPLIFT ROOF(GROUND SNOW LOAD) PER NYS 301.6 PHONE: 631.513.6589
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 ROOMS(OTHER THAN SLEEPING) 40
PREPARATIONS AND PROGRAMS IN CONNECTION WITH THE WORK.THERE ARE NO WARRANTIES FOR WITH STUDS BELOW,THE STUDS SHALL BE ATTACHED TO A COMMON MEMBER IN THE FLOOR ROOMS(SLEEPING) 30
A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE WITH TABLE 3.3. STAIRS 40
6. REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS. 4. WALL ASSEMBLY TO FOUNDATION: GUARDRAILS(ANY DIRECTION) 200
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 0 INTERIOR DOOR SCHEDULE
OR EXCEEDS MANUFACTURE'S SPECIFICATIONS AND APPLICATION CODES. WITH UPLIFT CONNECTORS.STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN EXPOSURE CATEGORY DESIGN FOR CAT.C
8. THE GENERAL CONTRACTOR IS TO CONSULT WITH THE OWNER FOR ALL BUILT-IN ITEMS SUCH AS CONCRETE FOUNDATION AND SLAB-ON-GRADE, 15 INCHES IN MASONRY BLOCK FOUNDATIONS,OR SIZE These plans are copyrighted and are subject to copyright
BOOKCASES,SHELVING, PANTRY,CLOSETS,TRIMS, ETC. LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE WITH TABLE 3.3b.WHEN STEEL STRAPS ID# TYPE I UN/TS/ZE(WxH) R.O.(WxH) MATERIAL NOTES protection as an"architectural work"under Sec.102 of the
9. WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT DURING CONSTRUCTION. ARE LAPPED UNDER THE BOTTOM PLATE,3 INCH SQUARE WASHERS SHALL BE USED WITH THE LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION DETAIL PAGE BASEMENT Copyright Act,17 U.S.O.as amended December 1990 and known
ANCHOR BOLTS.ANCHOR BOLT SPACING IS TO BE SPACED AND SIZED IN ACCORDANCE TO TABLE (ROOF-FOUNDATION) AND GENERAL NOTES as Architectural Works Copyright Protection Act of 1990.The
ID01 SWING 3-0"x6',8• 3'2"x6=101/2" SOLID-PAINTGRADE protection includes but is not limited to the overall form as well
3.2a.IN ADDITION TO SPACING,ANCHOR BOLTS ARE TO BE SPACED BETWEEN 6-12 INCHES FROM as the arrangement and composition of spaces and elements of
FOUNDATION NOTES THE END OF A SILL PLATE AND ALL CORNERS. NAILING SCHEDULE SEE GENERAL NOTE PAGE FIRSTFLOOR design.Under such protection,unauthorized use of these plans,
5. TYPE I EXTERIOR SHEARWALL CONNECTIONS: work or home represented,can legally result in the cessation of
7 ID11 SWING 26•x6',8" 2'-8"x6'10V2" SOLID-PAINTGRADE construction or buildings being seized and/or monetary
TYPE I EXTERIOR SHEAR WALLS WITH A MINIMUM OF 16 INCH WOOD STRUCTURAL PANEL ON THE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
1. THE GENERAL CONTRACTOR AND MASON TO REVIEW PLANS,ELEVATIONS,DETAILS AND NOTES TO EXTERIOR ATTACHED WITH 8d COMMON NAILS AT 6"O.C.A THE PANEL EDGES AND 12 O.C. IN THE compensation to ZEN DESIGN LLC.
DETERMINE INTENDED HEIGHTS OF FINISHED FLOOR(S)ABOVE TYPICAL GRADE. FIELD,AND SECOND FLOOR
2 INCH GYPSUM WALLBOARD ON THE INTERIOR ATTACHED WITH 6d COATED NAILS AT
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 FIRE PROTECTION SMOKE ALARMS COMPLY WITH 72 AND NYS R314. 1D21 DOUBLESWING 2 6^x68^ SOLID-PAINTGRADE
3. PROVIDE 2" EXPANSION JOINT MATERIAL BETWEEN CONCRETE SLABS AND ABUTTING CONCRETE OR REQUIREMENTS SPECIFIED IN TABLE 3.15a-b. (SMOKE&CO2 DETECTORS) CARBON MONOO COMPLY
ALARMS TO COMPLY WITH R315. ID22 SWING 2 6'x68" SOLID-PAIWGRADE N0, ISSUE DATE
MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED INTERIOR AREAS. 6. TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: ID23 DOUBLESWING 26'x6 8" SOLID-PAINTGRADE
4. ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE STRUCTURE SHALL BE TYPE II EXTERIOR SHEARWALLS SHALL MEET THE REQUIREMENTS OF TABLE 3.15a-b TIMES THE ENERGY CALCULATIONS 2020 IECC
1D24 SWING 2' "x 6e" SOLID-PAINT GRADE
INSTALLED WITH#5 FIE-BAR, 18" LONG AT 12"O.C.USE APPROVED EPDXY FOR INSTALLATION. APPROPRIATE LENGTH ADJUSTMENT FACTORS IN TABLE 3A6. 01 SCHEMATIC DESIGN 1 06.04.23
5. UNLESS OTHERWISE NOTED,ALL SLABS ON GRADE TO BE 4000 PSI.CONCRETE TO BE POURED ON 4" 7. INTERIOR SHEARWALL CONNECTIONS:
THICK SAND OR GRAVEL FILL WITH 6x6 WIRE MESH REINFORCING. INTERIOR SLABS TO BE MINIMUM 4" ALLOWABLE SIDEWALL LENGTHS PROVIDED IN TABLE 3.14 SHALL BE PERMITTED TO BE 02 SCHEMATIC DESIGN II 06.25.23
THICK.ALL FILL TO BE:COMPACTED TO 95Yo RELATIVE DENSITY WITH 8 INCH MAXIMUM LIFTS(LAYERS). INCREASED WHEN INTERIOR SHEARWALLS ARE USED.SHEATHING AND CONNECTIONS SHALL BE IN 03 DESIGN DEVELOPMENT 1 07.08.23
6. CRAWL SPACES TO BE PROVIDED WITH A MINIMUM 18"x24"ACCESS OPENING.INSTALL ONE 8x16 ACCORDANCE WITH 2.4.4.2 AND 2.2.4 RESPECTIVELY. 04 STRUCTURAL REVIEW 08.19.23
CAST IRON FOUNDATION VENT FOR EVERY 150 SQ/FT OF AREA. 8. CONNECTIONS AROUND EXTERIOR WALL OPENINGS: FRAMING AND FASTENER INFORMATION WINDOW SCHEDULE 05 HEALTH DEPT SUBMISSION 09.25.23
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 06 SITE PLAN 11.27.23
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 ISIZE
BELOW GRADE PORTION OF EXTERIOR WALLS PRIOR TO BACKFILLING. WITH TABLE 3.5. MARK LOCATION SIMPSON TIE# INSTALL NOTES 07 PERMIT SET . .2
8. DRAINAGE AS REQUIRED BY CURRENT N.Y.S. RESIDENTIAL CONSTRUCTION CODE. 9. CATHEDRAL CEILING ASSEMBLY: W# TYPE SILL HTA.F.F. UNITSIZE(WxH) R.O.(WxH) NOTES 08 REV 1 01.10.24
BASEMENT
WHERE A RIDGE IS TO BE USED AS A STRUCTURAL BEAM,THE RAFTERS SHALL EITHER BE 09 REV 2 02.17.24
NOTCHED AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTIONS SHALL BE ATTACHED TO 1 ROOF RIDGE LSTA/15 EVERY RAFT 20 GA-14"x 15 01 DOUBLEHUNG 3'6" 3-0^x5'o^ 3'-0' EGRESS WINDOW 10 REV 3 03.04.24
FRAMING NOTES EACH RAFTER-TO-RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING.CONNECTIONS TO THE 02 DOUBLEHUNG 3'6" 3-0'x5'0• 3'6^ EGRESS WINDOW
RIDGE AND WALL SHALL BE ATTACHED WITH THE ABOVE REQUIREMENTS. 2 RAFTER/WALL LSTA/16 EVERY RAFT 12 GA-14"x 16
FIRST FLOOR
1. ALL FRAMING TECHNIQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENT SBC HIGH WIND 3 WALL/WALL LSTA/21 EVERY STUD 20 GA-14"x 21 11 DOUBLEHUNG 2-0'x2'10' VIF EXISTING TOBEREUSED
ADDITION WOOD FRAMING CONSTRUCTION MANUAL. 12 DOUBLEHUNG 36^x46^ VIF EXISTING TOBEREUSED
2. UNLESS OTHERWISE'NOTED,ALL FRAMING AND STRUCTURAL WOOD MATERIAL TO BE#2+BTR. DECK & COVERED PORCH NOTES 4 WALL/BASE PL RSP4-B+M EVERY STUD 20 GA-2 2"x 4 2 13 DOUBLEHUNG 36"x4'6^ VIF EXISTING TOBEREUSED
DOUGLAS FIR. 14 DOUBLEHUNG 36"x4' • VIF EXISTING TO BE REUSED
3. FLOORS,WALLS,CEILINGS AND RAFTERS TO BE SPACED AT 16"O.C.UNLESS OTHER WISE NOTED. 5 BASE PL/FOUND it'0 ANCHORS 4'-0"O.C. ADD AS NEEDED 15 DOUBLEHUNG 36"x46" VIF EXISTING TO BE REUSED
4. UNLESS OTHERWISE(NOTED,ALL BEARING WALL HEADERS TO BE(2)2x10#2+BTR.DOUG.FIR. 1. UNLESS OTHERWISE NOTED,ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. 2 16 DOUBLEHUNG 3'6'x4 6' VIF EXISTING TO BE REUSED
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. ALL TIES TO BE SIMPSON STRONG TIES OR EQUIVALENT 17 DOUBLEHUNG 36'x4 6' VIF EXISTING TO BE REUSED
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 - 18 DOUBLEHUNG 2-0^x2'1o^ VIF EX/STING TO BE REUSED
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 CONFORMANCE WITH:
OPENINGS BETWEEN 4'-1"AND 6'-0"AND 2x6 WALL OPENINGS BETWEEN 5'-11"AND 8'-9".PROVIDE CONCRETE WITH A MINIMUM 2 INCH DIA x 7" LONG ANCHOR BOLTS AND WASHERS AND NUTS. IRC CODE-2020 19 FIXED TBD VER/FYW/MFR PORCHLIFE
FIRE STOP AND BLOCKING WHERE APPLICABLE. 3. POSTS SUPPORTING GIRDERS SHALL BE ANCHORED TO A 12x12x12 THICK CONCRETE FOOTING. USE TABLE R602.3(1)-GENERAL 110 FIXED TBD VERIFY W/MfA. PORCHLIFE
5. ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVANIZED HANGERS AND A MINIMUM 1 DIA x 8"LONG ANCHOR BOLT WITH WASHERS AND NUTS.FOOTINGS SHALL BE 3 FT. TABLE R602.3(3)-SHEATHING 111 FIXED TBD VERIFYW/MFR PORCHLIFE
ANCHORS WHERE APPLICABLE TO ALL CONNECTING JOISTS. 2 TABLE R802.5(9)-FRAMING-ROOF 112 FIXED TBD VERIFY W/MFR. PORCHLIFE
BELOW GRADE. PORCHES WITH COVERED ROOFS SHALL HAVE 12" DIA CONCRETE PIERS FOR THE
6. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR JOINTS AND UNDER GIRDERS. PER SPEC 1609.1.1-2020 IRC+NYS 2020 SUPPLEMENTAL DESIGN- 113 FIXED TBD VERIFY W/MFR. PORCHLIFE
BATHTUBS.FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL BE VERIFIED FOR PROPER LOAD 4. DECK JOISTS TO HAVE BLOCKING AT 8'-0"O.C. 114 FIXED TBD VERIFY W/MFR
WIND SPEED IS 130 MPH PORCHLIFE
CAPACITY UNLESS NOTED ON PLANS. 5. A MINIMUM OF 10 INCH FLASHING SHALL BE INSTALLED BETWEEN THE BUILDING AND LEDGER. 115 FIXED TBD VERIFY W/MFR. PORCHLIFE
7. PROVIDE(2)1-3/4"THICK MICROLAMS(HEIGHT TO MATCH FLOOR JOISTS)AROUND STAIRWELL LEDGER TO BE FASTENED TO BUILDING WITH 2 INCH DIA.BOLTS WITH WASHER AND NUTS WHERE 116 FIXED TBD VERIFY W/MFR.
AND/OR OTHER ACCESS OPENINGS UNLESS OTHERWISE NOTED(TYPICAL). PORCHLIFE
8. DORMERS RUNNING(UP FLOOR RAFTERS ARE TO BE SUPPORTED BY DOUBLE RAFTERS ON EITHER SIDE NEEDED. NAILING SCHEDULE 117 FIXED TBD VERIFY PORCHLIFE
6. CONCRETE PIERS SHALL BE A MINIMUM 6"ABOVE GRADE.
WHERE APPLICABLE UNLESS OTHERWISE'NOTED. 7. ALL JOISTS TO BE SUPPORTED WITH HANGERS AND ANCHOR BOLTS.EACH JOIST SHALL ALSO BE 'CARE° ARC
9. PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'-0"O.C.. USE SOLID BLOCKING IN FLOOR JOISTS ANCHORED TO GIRDER(S). SECOND FLOOR �5 yf
UNDER ALL BEARING WALLS. ROOF FRAMING:PER 2020 NYSRC-CHAPTER 8 O �� S.N/Cy ��`
8. COVERED ROOFS SHALL BE ASSEMBLED AND ANCHORED THE SAME MANNER AS A TYPICAL 21 DOUBLEHUNG 2'2" 2-10'x4-0' VERIFYW/MFR. EGRESS WINDOW O
10. PROVIDE INSULATION(BAFFLES AT EAVE VENTS BETWEEN RAFTERS.INSTALL DRAFT BLOCKING AS BUILDING. WALL FRAMING:PER 2020 NYSRC-CHAPTER 6 22 DOUBLEHUNG 2'2• a1o^x411" VERIFYW/MFR. EGRESS WINDOW V� ;`
NEEDED. FLOOR FRAMING:PER 2020 NYSRC-CHAPTER 5 NQ Z
11. UNLESS OTHERWISE(NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM 2"THICK,4 PLY FIR CDX ROOF SHEATHING:PER 2020 NYSRC-CHAPTER 8 23 DOUBLEHUNG 0.2' 2-10"x4-0^ VERIFY W/MTR. EGRESS WINDOW
EXTERIOR SHEATHING GRADE PLYWOOD. PLYWOOD TO COVER OVER PLATES AND HEADERS. PLUMBING NOTES CEILING SHEATHING: PER 2020 NYSRC-CHAPTER 8 24 DOUBLEHUNG 2'2" 2-10"x4'0' VERIFY W/MFR. EGRESS WINDOW
12. UNLESS OTHERWISE NOTED USE 4"THICK T&G PTS FIR OR ADVANTECH PLYWOOD SUBFLOOR -
WALL SHEATHING: PER 2020 NYSRC-CHAPTER 7 25 DOUBLEHUNG 2'-2" 2-10"x4'0' VERIFY W/MFR. EGRESS WINDOW
ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR JOISTS. FINISHED FLOOR TO BE INSTALLED FLOOR SHEATHING: PER 2020 NYSRC-CHAPTER 5 26 DOUBLEHUNG 2'2• 21o"x4-0" VER/fYW/MFR EGRESS WINDOW s'
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0
OVER SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS. 1. ALL WATER SUPPLY,DRAINAGE AND VENTING TO BE INSTALLED AS PER N.Y.S.RESIDENTIAL 27 DOUBLEHUNG 02" 2-10'x4'0' VERIFY W/MFR. EGRESS WINDOW 9T� y
OF N
CONSTRUCTION CODE. E�
13. ALL BATHROOM WALLS TO HAVE 2"THICK MOISTURE-RESISTANT SHEETROCK.GARAGE WALLS AND 2. VERIFY SEPTIC SYSTEM WITH THE ENGINEER FOR SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL.
CEILINGS AND OVER(FURNACE TO HAVE 8"THICK TYPEA SHEETROCK.ALL OTHER PARTS OF BUILDING NOTE: *ALL UNIT SIZES ARE FINISHED OPENING SIZES.CONTRACTOR TO VERIFY WINDOW JAMB DIMENSIONS W.ROUGH OPENINGS.
3. IF WALL STUDS, PLATES OR JOISTS ARE CUT OUT DURING INSTALLATION FOR ANY PLUMBING RELATED *ALL GLAZING SHALL MEET WIND BORNE DEBRIS REQUIREMENTS PER THE BUILDING CODE OF NYS.
TO HAVE REGULAR 2"SHEETROCK.ALL WALLS TO BE TAPED AND FINISHED. WORK,PROVIDE ADEQUATE BRACING AND PLATES TO PROTECT AND SECURE THE STRUCTURE.VERIFY *EGRESS OPENING MIN.5.7 SQ FT-MAX.44"SILL-AFF
14. ALL ROOF WITH A PITCH LESS THAN 4A2 SHALL BE INSTALLED WITH AN ICE&WATER BARRIER OR WITH THE STATE CODE AND MANUFACTURE'S RECOMMENDATION FOR MAXIMUM HOLE SIZE AND
APPROVED EQUAL.FLAT ROOFS SHALL BE APPLIED WITH A FIBERGLASS BASE SHEET WITH AN EPDM SPACING PERMITTED. ROOF SHEATHING REQUIREMENTS FOR WIND LOADS
TORCH DOWN TYPE MATERIAL OVER.
15. ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED.SILL PLATES TO HVAC NOTES NAIL SPACING AT NAIL SPACING AT INTERMEDIATE
BE INSTALLED WITH A FOAM SILL GASKET AND COP-R-TEX TERMITE SHIELD OR APPROVED EQUAL. SHEATHING LOCATION PANEL EDGES SUPPORTS IN THE PANEL FIELD
4' PERIMETER HEADER CHART
gd COMMON @ 6"O.C. 8d COMMON @ 6"O.C. D ES I M 0 N E
ELECTRICAL NOTES EDGE ZONE
1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND
SAFETY REQUIREMENTS. INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. HEADERS (2)2x6 (2)2x8 (2)2x10 (2)2x12 RESIDENCE
2. HVAC SUBCONTRACTOR IS TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE GABLE ENDWALL RAKE
1. ALL ELECTRICAL TO BE INSTALLED AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE. EQUIPMENT SUPPLIER. AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SUPPORTING: CAN SPAN:
2. ALL ELECTRICAL WORK SHALL BE APPRDVED BY A QUALIFIED UNDERWRITER. 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO THE 41045 ROUTE 25
3. ALL ELECTRICAL WORK TO COMPLY WITH 2O20 NYSRC. GENERAL CONTRACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL.4. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT AS PER SECTION WALL SHEATHING REQUIREMENTS FOR WIND LOADS ROOF ONLY 4'TO 6' 6'TO 8' 8'TO 10' 10'T012' PECONtC, NY 11958
R314 AND R315 OF 2020 NYSRC. 1 STORY 4' 4'TO 6' 6'TO 8' 8'TO 10'
NAIL SPACING AT NAIL SPACING AT INTERMEDIATE S.C.T.M. # 1000 ~ 86 "' 1 ^" 3.3
SHEATHING LOCATION
ENERGY NOTES SOIL NOTES PANEL EDGES SUPPORTS IN THE PANEL FIELD 2 STORY - - 4'TO 6' 6'TO 8'
4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SCALE: 1/4" = 1'-Oil
NOTES:
1. THIS DESIGN COMPLIES WITH THE 2020 NYS ENERGY CODE AS A PRESCRIPTIVE DESIGN. 1. NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. • FOR SPANS OVER 4'WIDE,HEADER REQUIRES 2"MIN.SOLID
2. THE DESIGN CONSTRUCTION SHALL COMPLY WITH SECTION R402 OF THE 2020 NYSRC. PRIOR TO FILL.REMOVE AND ADD ADDITIONAL FILL AS NEEDED. BEARING AT EACH END DOWN TO FLOOR OR BOTTOM PLATE. DATE: 03.04.24
2. COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D 698 AND ASTM • 2" PLYWOOD SPACERS ARE USED FOR 2X MEMBERS TO MATCH 2X4
D 1557).COMPACT THE SOIL AT 12 LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL TESTED BY A OR 2X6 STUD WIDTHS.
FIREBLOCKING NOTES PROFESSIONAL AGENCY FOR COMPACTION.
3. DO NOT BACKFILL UNTIL FIRST FLOOR DECK CONSTRUCTION,INCLUDING SUBFLOOR,IS COMPLETE. DRAWN BY: Z.E.N.
FIREBLOCKING REQUIRED-BY CURRENT NYS RESIDENTIAL CODE OTHER NOTES
FIREBLOCKING SHALL BE(PROVIDED TO CUT OFF AL CONCEALED DRAFT 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. 1. PROVIDE g"TYPE-X SHEETROCK FIRE STOPPING AT 10'-0" MAXIMUM DISTANCES FOR NON GENERAL NOTES
1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES,AT THE ACCESSIBLE AREAS.
CEILING AND FLOOR!LEVELS.CONCEALED HORIZONTAL FURRED SPACES SHALL ALSO BE 2. USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPLE PROTECTIVE COATING FOR CONTACT
FIREBLOCKED AT INTERVALS NOT EXCEEDING 10 FEET. BATTS OR BLANKETS OF MINERAL OR WITH ACQ.
GLASS FIBER SHALL.BE ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL 3. INSTALL 1-CO2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
ROWS OF STUDS OR STAGGERED STUDS.
2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND 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.Y.S. RESIDENTIAL CODE. GROUND WIND SEISMIC FROST WINTER ICESHIELD
4. AT THE OPENINGS AROUND VENTS, PIPES AND DUCTS AT CEILING AND FLOOR LEVEL,TO RESIST SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD
Y HAZARDS
THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,AS REQUIRED BY CURRENT N.Y.S. 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHTTO 11° NONE -
RESIDENTIAL CODE. To HEAVY MODERATE
2ND FLOOR WALL
O
1ST FLOOR WALL
NEOPRENE GASKET
WOOD JOIST
ROOFJACK \\ ZEN DESIGN
STRAPPING TO BE ATTACHED TO WALL STUDS @ 48" GIRDER/HEADER \ 1250 EVERGREEN DRIVE
OC AND ALL WINDOW/DOOR OPENING JACK STUDS \ CUTCHOGUE, NY 11935
ROOFING LAPS FLASHING
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AT SIDES AND TOP �� PHONE: 631.513.6589
SPLICED JOISTS OVER HEADER/GIRDER
4"-8" LSTA36 1-1/4"x36"18ga.STRAP INSTALL 4'0"O.C.AND JACK LOCATION USP NUMBER DESCRIPTION APPLICATION FLASHING LAPS ROOFING
STUDS ON ALL OPENINGS AT BOTTOM
JOIST TO RT10 TYDOWN CONNECTTO
8"-16" LSTA48 1-1/4"x48"16ga.STRAP INSTALL 4'0"O.C.AND JACK GIRDER/HEADER ANCHOR EA.JOIST
STUDS ON ALL OPENINGS
ROOF JACKS&VENTS DETAIL These plans are copyrighted and are subject to copyright
protection as an"architectural work"under Sec.102 of the
Copyright Act,17 U.S.O.as amended December 1990 and known
as Architectural Works Copyright Protection Act of 1990.The
protection includes but is not limited to the overall form as well
as the arrangement and composition of spaces and elements of
design.Under such protection,unauthorized use of these plans,
work or home represented,can legally result in the cessation of
construction or buildings being seized and/or monetary
compensation to ZEN DESIGN LLC.
NO. ISSUE DATE
01 SCHEMATIC DESIGN 1 06.04.23
02 SCHEMATIC DESIGN II 06.25.23
RIDGE CAP OF SAME 03 DESIGN DEVELOPMENT 1 07.08.23
ENDWALL
C • \ MATERIAL AS ROOFING NAILED TO 04 STRUCTURAL REVIEW 08.19.23
u
SHEATHING 05 HEALTH DEPT SUBMISSION 09.25.23
THROUGH VENT 06 SITE PLAN 11.27.23
SIDEWALL WOOD JOIST 07 PERMIT SET 12.05.23
GIRDER/HEADER 08 REV 1 01.10.24
17
FLOOR USP NUMBER DESCRIPTION APPLICATION WOOD JOIST RAFTERS 09 REV 2 0 . .24
10 REV 3 03.0404.24
1ST ADS5 HOLD DOWN ANCHOR CONNECT TO 1 SIDE OF ALL CORNERS
TO FOUNDATION W/ANCHOR BOLTS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE
2ND ADS5 HOLD DOWN ANCHOR CONNECT TO SIDE OF ALL CORNERS SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE, PRE-MANUFACTURED KEEP SHEATHING
ON BOTH BOT.PLATE OF 2ND FLOOR SET FIR JOISTS APROX.2"HIGHER THAN LVL HEADERS TO RIDGE VENT FOLDS MIN.1-1/2"FROM
OVER RIDGE TO PEAK TO ALLOW
AND TOP PLATES OF 1ST FL.CONNECT ALLOW FOR SHRINKAGE&REDUCE BUMP OUTS.
THROUGH THE FLOORS TO EACH OTHER
CONFORM TO SLOPE FREE AIR PASSAGE
W/THREADED ROD. OF ROOF
'CARED ARC
�V����� E.N1c�,0�/T�C�
MAIN HOUSE s A
ROOF 4"THRU ROOF 4"THRU ROOF
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DESIMONE
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W01 ' ;w� ' RESIDENCE
I
SECOND FLOOR I sHwR; ;sHwR
41045 ROUTE 25
2n 2" 2n ifn 2n 2n PECONIC, NY 11958
I L I
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S.C.T.M. # 1000 86 - 1 3.3
NEW BATH NEW LAUNDRY EXISTING KITCHEN SCALE: N.T.S.
' '---------� DATE: 03.04.24
1112 V
11/2 V ; 11/2 V ; 11/2 V ; 1 1112 V ; DRAWN BY: Z.E.N.
I I I
LAV I I I
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O.A.I. W.C. ; WASH
1ST FL OOR i SHWR l MACH a W. 1112"
2° 2" 2" 2"W
TYPICAL D ETA I LS
2n
C.O. RISER DIAGRAMS
4" 3"
TO APPROVED SANITARY 3"
DISPOSAL SYSTEM
RISER DIAGRAM BASEMENT
1
- SCALE:NTS
KING STUD
CRIPPLE STUD
HEADER ZEN DESIGN
JACK STUDS 1250 EVERGREEN DRIVE
CUTCHOGUE, NY 11935
PHONE: 631.513.6589
LOCATION USP NUMBER DESCRIPTION APPLICATION
ALL OPENINGS LSTA12 1-1/4"x12"20GA.STRAP APPLY TO EACH JACK STUD
These plans are copyrighted and are subject to copyright
ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD protection as an"architectural work"under Sec.102 of the
Copyright Act,i7 U.S.O.as amended December 1990 and known
as Architectural Works Copyright Protection Act of 1990.The
protection includes but is not limited to the overall form as well
as the arrangement and composition of spaces and elements of
design.Under such protection,unauthorized use of these plans,
work or home represented,can legally result in the cessation of
construction or buildings being seized and/or monetary
compensation to ZEN DESIGN LLC.
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL NO. ISSUE DATE
AS PER SEC. 1609.1.2,2015 IBC&NYS 2017 SUPPLEMENT:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) 01 SCHEMATIC DESIGN 1 06.04.23
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A 02 SCHEMATIC DESIGN II 06.25.23
MINIMUM THICKNESS OF 1-"AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO DBL.SILL PLATE TERMITE 03 DESIGN DEVELOPMENT I 07.08.23
STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SHIELD SILL GASKET 04 STRUCTURAL REVIEW 08.19.23
SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4.OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR ANCHOR BOLT EMBEDMENT: 05 HEALTH DEPT SUBMISSION 09.25.23
DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.ALL PANELS MUST BE CUT TO SIZE POURED CONCRETE:7" O6 SITE PLAN 11.27.23
AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER.HARDWARE BLOCK WALL: RE
MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 07 PERMIT SET 12.05.23
4" USE WITH 3x3 SQUARE WASHERS 08 REV 1 01.10.24
TT (USP LBPS58) 09 REV 2 02.17.24
0 0 0 0 � o 0 0 0 0 10 REV 3 03.04.24
ANCHOR BOLT CONNECTION FOUNDATION $"DIA ANCHOR BOLT
1--------------------- --- ---------------------- -------------------- -- --------------------- SUPPORTING MAXIMUM SPACING
" SILL PLATE TO FOUNDATION 1 STORY I I 72"OC
r----------- -- ------------------, � �---------------- -- -------------, � (CRAWL SPACE OR FND)I l 11 I I I
FASTENER TYPE: SPACING: SILL PLATE TO FOUNDATION 2 STORY
i i U 1 I
" No.8 WOOD-SCREW BASED 16"O.C. O O O Q O O (CRAWL SPACE OR FND) 36 OC
O r I' ANCHOR WITH 21N. ;
WALL BOTTOM PLATE TO 1-2 STORY
"--------- ----� EMBEDMENT LENGTH 57"OC
FND.(SLAB ON GRADE)
11 ,
No. 10 WOOD-SCREWS BASED 16"O.C. '
" ANCHOR WITH 21N. '
EMBEDMENT LENGTH o O O b O o
O.I L---------'-------- I
--'�__`_�------------------'- O 1"DIA LAGSCREW BASED 16 O.C.
II 4
----------------------------—----------------------- ANCHOR WITH 21N.
f EMBEDMENT LENGTH.
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1"APA RATED SHEATHING 2x4 DF#2 STUDS I I
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(ALTERNATIVE:iLO.S.B.)
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OC AND ALL WINDOW/DOOR OPENING JACK STUDS F OF N E`t'I
FASTENER TYPE: SPACING:
'
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION
No.8 WOOD-SCREW BASED 8"O.C. APPLICATION
I I ; ; ;
ANCHOR WITH 21N. 4"-8" LSTA24 1-1/4"x24"20ga.STRAP INSTALL 4'0"O.C.AND JACK
TYP. WINDOW OPENING EMBEDMENT LENGTH O 1 O O Q ! O
STUDS ON ALL OPENINGS
I
1 No.10 WOOD-SCREWS BASED 8"O.C. i 8"-14" LSTA30 1-1/4"x3O"18ga.STRAP INSTALL 4'0"O.C.AND JACK
PANEL SPAN EQUAL OR SMALLER THAN 4 FEET ANCHOR WITH 21N. ____ __ _____________________� ______---------------------------- STUDS ON ALL OPENINGS
EMBEDMENT LENGTH j O 14 16 LSTA36 1-1/4 x36 18ga.STRAP INSTALL 4'0"O.C.AND JACK D ES I M 0 N E
4"DIA LAGSCREW BASED 16"O.C. o O; O O STUDS ON ALL OPENINGS
ANCHOR WITH 21N. RESIDENCE
EMBEDMENT LENGTH.
MULTIPLE PLYWOOD
ASSEMBLIES(2)2x4 DF#2 41045 ROUTE 25
STUDS CONNECTED TOGETHER
WITH STAINLESS STEEL OR PECONIC, NY 11958
GALVANIZED BOLTS
W/WASHERS AND NUTS @
2'-0"O.C. S.C.T.M. # 1000 - 86 - 1 - 3.3
SCALE: N.T.S.
DATE: 03.04.24
CONC.SLAB
6 MIL.POLY
GRANULAR FILL DRAWN BY: Z.E.N.
TYP.CONC. FND.DAMPPROOF
EXTERIOR 6MIL POLY ON EXT.
KEYWAY FOOTING. TYPICAL DETAILS
• REINFORCING BAR
DRAIN TILE
TYPICAL CONC.FOUNDATION APPLY PILASTERS
WHERE NEEDED FOR STRUCTURAL BRACING.
SQUARE FOOTA GES STOR IT1.L'TER RETENTION CAL CULATIMIS
FLOOR C01 MMO:'ED SPACE UNCO1 DITIONED SPACE UNCOVERED DECKS 3 SEASON PORCH GARAGE USE VATERIAL AREA(S.F.)X RU'OFFCOEF.=EQUC!DRAIN DESIGN X DESIGN RAINFALL=DESGGf:VOL.(C.F.)
BASEVENT - 1463SQ/FT - ROOFING ASPHALT 2330 S.F.X 1.0 X 0.33 =769 TOTAL AREA 1 C.F.STORAGE REQUIRED =635 USE 8'DIA DRYWELL RINGS TOTALING
FIPSTFLOOR 1678SQIFT 633SQ/FT 344SQ/FT 1120SQ./FT (VAIN HOUSE) SHINGLES& STORAGE CAPACITY OF 8'DIA.RING =42.24 18'IN DEPTH
EPDPA
SECOND FLOOR 1413SQ/FT 344SQ/FT - 532SQ/FT AREA 1 V.F.OF STORAGE REQUIRED =18.2 V.F-
TOTAL 3031SQ./fT 1362SQ/FT 785SQ/FT 1432SQ./fT
ROOFING 1225 S.F.X 1.0 X 0.33 =404 TOTAL AREA 1 C.F.STORAGE REQUIRED =404 USE 8'DIA DRYWELL RINGS TOTALING
(GARAGE) STORAGE CAPACITY OF 8'DIA.RING =42.24 10'IN DEPTH
AREA 1 V.F.OF STORAGE REQUIRED =9.56 V.F.
ZEN DESIGN
1250 EVERGREEN DRIVE
CUTCHOGUE, NY 11935
PHONE: 631.513.6589
S 33°37'50" E 742.60'
1
NO. ISSUE DATE
01 SCHEMATIC DESIGN 1 06.04.23
Lo
04 02 SCHEMATIC DESIGN 11 06.25.23
03 DESIGN DEVELOPMENT 1 07.08.23
04 STRUCTURAL REVIEW 08.19.23
05 HEALTH DEPT SUBMISSION 09.25.23
202'-8" -- 06 SITE PLAN 11.27.23
07 PERMIT SET 12.05.23
a PROPOSED 2 08 REV 1 01.10.24
STORY GARAGE 09 REV 2 02.17.24
1120 SF 10 REV 3 03.04.24
0
1-
S.C.T.I'l VlOOO-86-1-3.3 S.C.T.P." f1000-E6-1-3.1
I 41-011 O
SEPTIC EXIT POINT N
PROPOSED PROPOSED 2 ; EXISTING 2 STORY ELECTR;C LI1IE IN
—250'-7" 3 SEASON STORY ADDITION ; FRAII,� ..,-L i,u-
PORChI 619 SF i MOVED TO NEW
—234'-7" 34 SF LOCATION FROM _-- 210'-0"
ADJACENT LOT
' 1059 SF
SEPTIC EXIT POINT
- ED ARC
GAS LINE IN y Q- ��
TOWN WATER LINE IN
PROPOSED DECK 00 .I
689 SQ/FT (D
Lo
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0V OF N1:- N y
°
LO Lo
0 N
0 ~ N 33 '31'20" v 996.72'
DESIMONE
S 33°31'20" E 976.19' ..-+
RESIDENCE
41045 ROUTE 25
PECONIC, NY 11958
S.C.T.M. # 1000 - 86 - 1 - 3.3
SCALE: 1" = 150'-0"
DATE: 03.04.24
DRAWN BY: Z.E.N.
SITE PLAN
N
SAVE SAVE SAVE SAVE
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BATHROO�1 STAIRS
savE k� STEP -
SAVE EXISTING WINDOWS&
SLIDING DOO'2S PRIOR TO DEMO. LAUNDRY
PANTRY
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CUTCHOGUE, NY 11935
L-------------- i PHONE: 631.513.6589
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L---------I
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1 DEMO EXISTING BOILER FLEW
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BATH
These plans are copyrighted and are subject to copyright
—————— I I \` protection as an"architectural work"under Sec.102 of the
-- _ ----- --------- I I 1�,
IL---� -- — — I I Copyright Act,17 U.S.O.as amended December 1990 and known
as Architectural Works Copyright Protection Act of 1990.The
I I CSAVE> SAVE SAVE SAVE LIVING ROOM
protection Includes but is not limited to the overall form as well
I I
as the arrangement and composition of spaces and elements of
I I design.Under such protection,unauthorized use of these plans,
Tr work or home represented,can legally result in the cessation of
-——————- III I
I I 11 1 I III I construction or buildings being seized and/or monetary
1 I I I I W I compensation to ZEN DESIGN LLC.
BEDROOM 4
I 1 i i i i DIrlING ROOr�9 1
DEMO EXISTING BOILER FLEW I I I I� CLOSET
1 I i i i i BEDROOM 3
NO. ISSUE DATE
1 I I I
1 I
1 I I 01 SCHEMATIC DESIGN 1 06.04.23
J i i CLOSET 03 DESIGN DEVELOPMENT 1 07.08.23
I I I DISASSEMBLE EXISTING MAHOGANY DECK.
04 STRUCTURAL REVIEW 08.19.23
SAVE MATERIAL FOR RECONSTRUCTION IN 05 HEALTH DEPT SUBMISSION 09.25.23
LIKE AND KIND AT NEW SITE
06 SITE PLAN 11.27.23
I I I
07 PERMIT SET 12.05.23
08 REV 1 01.10.24
REV 2 02.17.24
10 REV 3 03.04.24
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FOR SECTIONS OF HOUSE TO BE SAVED AND RELOCATED TO NEW
SITE.SAVE EXISTING FLOOR FRAMING WHERE APPLICABLE.
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G.C.TO COORDINATE WITH HOUSE 1,10VING COrlPANY ON MEANS
1 1 i i i I AND METHODS OF MOVE.
SLAB ON GRADE I I CRAWL SPACE
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UNFIFJISHED BASEMENT 1 1 I I GIRDER D ES I M O N E
SEE DETA!�2/A-100 FOFGIRDER RLINFORCI4°ENT
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DEMO EXISTING BOILER FLEW RESIDENCE
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DATE: 03.04.24
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EXIST.2x8 FLOOR JOISTS EXIST.2x8 FLOOR JO'STS EXIST.2x8 FLOOR JOISTS I I EXIST.2x8 FLOOR JOISTS 1
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@ 16"O.C. @ 16"O.C. ' @ 16"O.C. , , @ 16"O.C. 1 I
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HOT WATER HEATER VERIFY GIRDER SPACING DEMO DIAGRAMS
I WITH EXITING JOISTS 1 I I I
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SCALE:1/4•=1'-0•
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LEGEND
�— MODULAR EGRESS WINDOW WELL
BY WELLCRAFT EGRESS SYSTEMS. NEW FOUNDATION
nrcle✓STUD WALLS NEW DOOR EXIST.DOOR
r; � , i 31'-7" 27'-0" 4'-0"
EGRESS WINDOW TO MEET RYS REQUIREMENTS: 1 _
�+ *R"IN. CLEAR OPENING AREA OF 5.7 SQ/FT i
M *P."IN. CLEAR OPENING WIDTH OF 20" 19'-0" ZEN DESIGN
*I�"1N. CLEAR OPENING HEIGHT OF 24" y
*It"Ax.SILL HEIGHT OF 44"AFF 18,4„ 1250 EVERGREEN DRIVE
EXCAVATE STAIRWELL LANDING
5,9„ DEEPER FOR DRYWELL CUTCHOGUE, NY 11935
�• a — 14 RISERS,@ 7.7 ------ -----1 --- - PHONE: 631.513.6589
13 TREADS @ 11"
FINISH FLOOR
on / — — 01,
1 I I I I
—
�--�— 2x ON FLAT AT STAIRCASE TO AVERAGE GRAD
- - i i i i i I OF / f — �� PoIAXIP"!ZE STAIRCASE WIDTH. -2'-1" These plans are copyrighted and are subject to copyright
EGRESS !. II P�D00 DETAIL I I I I I I 27'_2" I I I I VIF DETAILS TBD, protection as an"architectural work"under Sec.102 of the
10
3 scALE — I I I — — — — ----- — ----- — } I TOP OF FP�D EXIST HOUSE Copyright Act 17 U.S.O.as amended December 1990 and known
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3'-0" _ i 1 1 1 I I I) I -10 1/2" 1� as Architectural Works Copyright Protection Act of 1990.The
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- - - - - - - - - - - - - - - - - - — _ as rr n
_ _ _ _ _ _ _ _ _ _ — — — — — — — — — J I I I TOP OF FND @ ADDITION&SCREEN P01ZChi�„ design.Under such prof ct on,u authori ed use ogement and composition of spaces anf these plans,
r -1'3" Ir work or home represented,can legally result in the cessation of
I I I I — ELECTRIC LINE IN
I ED01 � �,` _ �J _ �� I I I I I construction or buildings being seized and/or monetary
VENT LINE OF DROPPED o i i — — UP I BOTTO^m" OF CRAW SPACE FOOTINGS compensation to ZEN DESIGN LLC.
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Z1 I N vai o o ,�\ I _�'_1 ;_ 04 STRUCTURAL REVIEW 08.19.23
A-3o'<I i o N 0 \ /2 , 2 I 05 HEALTH DEPT SUBMISSION 09.25.23
_ o a 3 L N I a-1o0 A-1o0 I 06 SITE PLAN 11.27.23
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CRAWL SPACE VENTILATION CALCS: c(o o ID01 0 00 0 a Q �� bo I�
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310 SF(CRAWL SPACE AREA)/150 SF=2.06 SF INSULATED ACCESS m a N z c i z 's � N cX 4
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12"x18" FRAMING OVER NEW ADDITION) @ 16"O.C. OF 16"O.C. @ 16"O.C. @ 16"O.C.
o
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4 x 6 DECK BOARDS =
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EXIST.4" FINISH FLOOR \\� 4x4 POSTS EMBEDDED IN I (2)2x10 GIRDERS z
r� \. 12"DIA 36"DEEP FOOTINGS -EXIST.-?"T&G SUB FLOOR Jc� \� I `? cn 2x8 JOISTS @ 16„O.C.(TYP.)FIXED TO LEDGER
4 t��\ i W WITH JOISTS HANGERS EACH JOIST.
\� I -
DESINIONE
(2)2x10 GILDER I � '� 2x10 LEDGER WITH LAGS 16"O.C.STAGGERED.
N RESIDENCE
-li AVERAGE GRADE (2)2x10 GIRDER.
\ I o HURRICANE STRAP EACH JOIST TO GIRDER. 41045 ROUTE 25
_ N POST TO BEAM BRACKET.
— ——— —� PECONIC, NY 11958
T(2)2x8 CLOSER BEAI�� 4x4 PRESSURE TREATED
EXISTING 2x8 FLOOR JOISTS @ 16"O.C. �\ POST ON 4x4%ti'ET
4x4 POSTS EIV3!-:DDED IN ANCHOR BASE(TYP) S.C.T.M. # 1000 86 1 — 3.3
8"D!A 36" DEEP FOOTINGS
1' 8'-0" 7'-7" 8'-0" 6'-9 1/2" 6'-6" 6'-6" AT BOTTOM OF STEPS 12"DIA 35"DEEP FOOTINGS
Ak 3,000 PSI CONCRETE. SCALE: 1/4" = 1'-0"
1 � DcCK DETAILS DATE: 03.04.24
CV SCALE 1/4• V-G-
(2)C12x2O.7 1 1
A-3o1 A-302 DRAWN BY: Z.E.N.
— EXISTING(2)2x8 GIRDERS
2"STRUCTURAL BOLTS STAGGERED
r AT IS"O.C.
FOUNDATION PLAN
N
20 10 5 0
EXISTING GIRDER REI �IFORC^ E
NT DETAIL
2
SCALE:FULL SCALE
LEGEP,'D
<A-301
EXISTIh a STUD MALL A-302
PdEI^/STUD N'ALLS NEW DOOR EXIST. DOOR
ZEN DESIGN
1250 EVERGREEN DRIVE
CUTCHOGUE, NY 11935
PHONE: 631.513.6589
UP
oho
PJ — 1,AHOGANY These plans are copyrighted and are subject to copyright
3'-5" protection as an"architectural work"under Sec.102 of the
Copyright Act, U.S.O.as amended December 1990 and known
3'-1" 4'-9" 4'-9" l as Architectural Works Copyright Protection Act of 1990.The
C CL protection includes but is not limited to the overall form as well
as the arrangement and composition of spaces and elements of
design.Under such protection,unauthorized use of these plans,
' ' ' O O E7 ;T EXIST work or home represented,can legally result in the cessation of
wis I wiz w.s O ELECTRIC LINE IN construction or buildings being seized and/or monetary
v i N s i 7 NJ/D i DP: — o — UP CLOSET compensation to ZEN DESIGN LLC.
STEP
i PANTRY REsN�
LAUNDRY ROOM NO. ISSUE DATE
W15
CU I EXIST
4 I I I KITCHEN O 01 SCHEMATIC DESIGN 1 06.04.23
N 02 SCHEMATIC DESIGN II 06.25.23
1 a 03 DESIGN DEVELOPMENT 1 07.08.23
04 STRUCTURAL REVIEW 08.19.23
05 HEALTH DEPT SUBMISSION 09.25.23
o �
FRIER 06 SITE PLAN 11.27.23
o _
00
07 PERMIT SET 12.05.23
3 SEASON PORCH ED12 DEN I I x j 08 REV 1 01.10.24
o 09 REV 2 02.17.24
! I M m a 10 REV 3 03.04.24
! 1 I I � > O ZM, I
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07 Q
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' I I EXIST
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41045 ROUTE 25
- PECONIC, NY 11958
3 RISERS
@±71/2
0 o S.C.T.M. # 1000 86 1 - 3.3
------ 24'-4" -- -- ---- ------- - -5'-9 1/2"-----— -- 4'-611 6'-0„ l 4'-6"
SCALE: 1/4" = 1'-0"
DATE: 03.04.24
1 1
A-301 A-302 DRAWN BY: Z.E.N.
FIRST FLOOR PLAN
N
LEGEND
<A-301
1EXISTINGSTUD VVALL
A-302
NEW STUD WALLS NEW DOOR EXIST. DOOR
ZEN DESIGN
1250 EVERGREEN DRIVE
CUTCHOGUE, NY 11935
PHONE: 631.513.6589
These plans are copyrighted and are subject to copyright
protection as an"architectural work"under Sec.102 of the
Copyright Act,17 U.S.O.as amended December 1990 and known
as Architectural Works Copyright Protection Act of 1990.The
CL protection includes but is not limited to the overall form as well
-1 as the arrangement and composition of spaces and elements of
design.Under such protection,unauthorized use of these plans,
' I 800
EXIST XIST work or home represented,can legally result In the cessation of
construction or buildings being seized and/or monetary
compensation to ZEN DESIGN LLC.
WALK IN I ATTIC
ED21 I I M I CLOSET BATH 2 STAIRS
(p I I
--- ------------- ---- I FLAT 8' NO. ISSUE DATE
!
CEILING
O I I i ' Uj
01 SCHEMATIC DESIGN 1 06.04.23
z I - I FLAT 8' EXIST 02 SCHEMATIC DESIGN II 06.25.23
1 ; N a ; - O 03 DESIGN DEVELOPMENT 1 07.08.23
I o l U M I I CEILING
A-303 i ! � o o ! B�DRoor^2 04 STRUCTURAL REVIEW 08.19.23
�+ o ' ID22 05 HEALTH DEPT SUBMISSION 09.25.23
o a n I MASTER SUITE I 06 SITE PLAN 11.27.23
Jo z W w TRAY CEILIPdG 07 PERMIT SET 12.05.23
�` _ ►_ ; 323 N
3Z] ID2
08 REV 1 01.10.24
o - 09 REV 2 02.17.24
J `� J '' 10 REV 3 03.04.24
N w o f o ti �' t o MASTER BATH
I in c� , ROOF B1 L0."J
o o I � fa I FLAT 8'CEILINNG
x N
ID24 O
00
I �
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ED22
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Jc? ! FLAT 8' WALK IN !
i i m CEILING CLOSET
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BEDROOM 4
W24 i W23 i i V122 i w
BEDROOM,,3 i o
-5" 9'-2"
261-4" to I
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sT 0444
-9lF 40
OF NE`tI
DESIMONE
RESIDENCE
41045 ROUTE 25
PECONIC, NY 11958
S.C.T.M. # 1000 - 86 - 1 - 3.3
SCALE: 1/4" = 1'-0"
DATE: 03.04.24
1 1
A-301 A-302 DRAWN BY: Z.E.N.
SECOND FLOOR PLAN
N
EXISTING RIDGE
+26'-9"AFF
+23'-9 1/2"AAG
vl
- - M
M
- )
- EXISTING ASPHALT ROOF SHINGLES
TO REMAIN ZEN DESIGN
EXISTING ATTIC SUB FLOOR
� +17'-51/4"AFF I
1250 EVERGREEN DRIVE
CUTCHOGUE, NY 11935
PHONE: 631.513.6589
N
• EXISTING CEDAR SIDING TO REMAIN
M
- j
1 EXISTING FINIS9 SECOND FLOOR,,
9'-13/4"AFF.
EXISTING DECK REASSEMBLED
ON NEW SITE
Li M
rl
o o, NO. ISSUE DATE
� Hi01 SCHEMATIC DESIGN 1 06.04.23
- � 02 SCHEMATIC DESIGN II 06.25.23
EXISTING FINISH FIRST FLOOR _ 03 DESIGN DEVELOPMENT 1 07.08.23
" i N o'-o"AFF 7' 04 STRUCTURAL REVIEW 08.19.23
05 HEALTH DEPT SUBMISSION 09.25.23
AVERAGE EXISTING GRADE , _ 06 SITE PLAN 11.27.23
07 PERMIT SET 12.05.23
08 REV 1 01.10.24
09 REV 2 02.17.24
10 REV 3 03.04.24
EXISTING RIDGE,},,
+26'-9"AFF r
�.' +26'-9 1/2"AAG
ADDITION TO HAVE ASPHALT _
SHINGLES TO MATCH EXISTING S:R D ARC
61,
NiC
NEW
EXIST a "
'
EXISTING ASPHALT ROOF SHINGLES
__ _ _ .. •—
- TO REMAIN S �
ADDITION TO HAVE CEDAR — _ 04442' OQ
SIDING TO MATCH EXISTING STING A TF OF NE`!'! y
- EXISTING ATTIC SUB FLOOR ,
- +17'-5 1/4"AM"
I I I
I
EXISTING CEDAR SIDINIG TO REMAIN �
3'-10" 3'-10" 3'-10" 3'-10" \ Eo
i e-I
i
Ll—2�---
DESIMONE
I EXISTING FINISH SECOND FLOOR
RESIDENCE
I i I 9'-13/4"AFF i 41045 ROUTE 25
PECONIC, NY 11958
S.C.T.M. # 1000 — 86 — 1 — 3.3
SCALE: 1/4" = 1'-0"
J I
I
DATE: 03.04.24
I
I
----------
EXISTING FINISH FIRST FLOO?
-- ---- -- -- - ---- _ 01-0"AFFY DRAWN BY: Z.E.N.
j N AVERAGE EXISTING G'2ADE
EXISTING DECK&BENCHES
REASSEI'.1BLEDON NEW SITE SOUTH ELEVATION
WEST ELEVATION
a
EXISTING RIDGEJ
_
co +26'-9"AFF >
rl +28'-9 1/2"AAG
NEW RIDGE
12 +27'-4"AAG
7 1/2
` o
ADDITION TO HAVE CEDAR NEW ``R EY�ST�— EXISTI"rG ASPHALT ROOF SHINGLES ti
SIDING TO MATCH EXISTING J TO REMAIN
`
ZEN DESIGN
�• EXISTING ATTIC SUB FLOOR
+17'-51/4"AFF`1-'
1250 EVERGREEN DRIVE
CUTCHOGUE, NY 11935
------ PHONE: 631.513.6589
EXISTING CEDAR SIDING TO REMAIN N
I
ch
I �'"3 '
I �
I
i These plans are copyrighted and are subject to copyright
zz I protection as an"architectural work"under Sec.102 of the
' Copyright Act,17 U.S.O.as amended December 1990 and known
I
_ I—ttt EXISTI{`�'G FIPdISH SECOND FL00'? as Architectural Works Copyright Protection Act of 1990.The
9'-13 4"AFF i protection includes but is not limited to the overall form as well
4'-3" 4'-3" 1 4'-2" �!'-3" 4'-3" I / as the arrangement and composition of spaces and elements of
-` - T Ti design.Under such protection,unauthorized use of these plans,
I work or home represented,can legally result in the cessation of
construction or buildings being seized and/or monetary
I compensation to ZEN DESIGN LLC.
I
EXISTING DECK&BENCHES �
e
asp, i REASSEMBLED ON NEW SITE �
NO. ISSUE DATE
I
I
I
PROPOSED BASEMENT
STAIRCASE W/WOOD 1 01 SCHEMATIC DESIGN 1 06.04.23
GUARDRAIL 02 SCHEMATIC DESIGN II 06.25.23
EXISTING FINISH FIRST FL004 03 DESIGN DEVELOPMENT 1 07.08.23
01-0"AFF 04 STRUCTURAL REVIEW 08.19.23
05 HEALTH DEPT SUBMISSION 09.25.23
N AVERAGE EXISTING GRADS 06 SITE PLAN 11.27.23
I r------------ I 2'-1"'tr
07 PERMIT SET 12.05.23
F------------i I
08 REV 1 01.10.24
-------------
09 REV 2 02.17.24
L----- ! ' 10 REV 3 03.04.24
I I I I
I ----- � I
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EXCAVATE STAIRWELL LANDING ------------ �
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DEEPER FOR DRYV.1ELL i r-------------
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r+ +28'-9 1/2"AAG
12
7 1/2 NEW RIDGE ���RED ARC,y
+25'-3 1/2"AFF I �� �.( E.NICh, /TF
\\�• 27-4 AAG Q� ��F' O�
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EXISTING CEDAR SIDING TO REMAIN "r
IL=
I
DESIMONE
12
4 1/2 2 i EXISTING FINISH SECOND FLOOR, RESIDENCE
I I I 9'-13/4"AFF I'
41045 ROUTE 25
_ ; I
PECONIC, NY 11958
I
® S.C.T.M. # 1000 86 1 3.3
LJ -/ ; SCALE: 1/411 = 1'-0"
I eL-J-I I LL
o I
DATE: 03.04.24
I 1
I i
' EXISTING FINISH FIRST FLOOR
q 01-0"AFF Y_ DRAWN BY: Z.E.N.
I
I AVERAGE EXISTING GRADE
I I F—J
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F—
J
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I I I
' I NORTH ELEVATION
I _j I
I I F— I
I I F_J
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I I F I
I I F—J I
I I J I
I I J I
I I F—J I
I I F—J
I I .,
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y.
EXISTING RIDGE
+2G'-9"AFF
+28'-9 1/2"AAG
� i
-H
NEW RIDGE _
+25'-3"AFF
+27'-4"AAG
ZEN DESIGN
1250 EVERGREEN DRIVE
CUTCHOGUE, NY 11935
PHONE: 631.513.6589
� 1
� I
00 i
12 These plans are copyrighted and are subject to copyright
7 1/2
2x6 COLLAR TIES @ 16"O.C. protection as an"architectural work"under Sec.102 of the
Copyright Act,17 U.S.O.as amended December 1990 and known
as Architectural Works Copyright Protection Act of 1990.The
protection includes but is not limited to the overall form as well
as the arrangement and composition of spaces and elements of
design.Under such protection,unauthorized use of these plans,
1 work or home represented,can legally result in the cessation of
construction or buildings being seized and/or monetary
compensation to ZEN DESIGN LLC.
TOP PLATE
+17'-2"AFF NO. ISSUE DATE
01 SCHEMATIC DESIGN 1 06.04.23
02 SCHEMATIC DESIGN II 06.25.23
03 DESIGN DEVELOPMENT 1 07.08.23
o \ 04 STRUCTURAL REVIEW 08.19.23
05 HEALTH DEPT SUBMISSION 09.25.23
06 SITE PLAN 11.27.23
07 PERMIT SET 12.05.23
I 08 REV 1 01.10.24
I 0 i 09 REV 2 02.17.24
i
10 REV 3 03.04.24
i
s
1 EXISTING FINISH SECOND FLOOR
117/8 ECI 60S 2.0 TG! FLOOR JOISTS O 12"O.C. 9'-13/4"AFF
PROVIDE BLOCKING AT P..!!DSPAN
I i
i
ci -C ,pED ARC
00
V so
NQ Z
'I
sT 044a23 Q�
Tf O F N E�� '10
I {
1 EXISTING FINISH FIRST FLOOR
01-0"AFF�i�
� I
117/8 BCI 60S 2.0 TGI FLOOR JOISTS @ 12"O.C.OR D ES I M 0 N E
14" BCI 6000S 1.8 TGI FLOOR JOISTS @ 16"O.C.
a. AVERAGE EXISTING GRADE
PROVIDE BLOCKING AT R4lDSPAN RESIDENCE
c a a a g Ir
G 1
4�_ 41045 ROUTE 25
" � � PECONIC, NY 11958
S.C.T.M. # 1000 86 1 3.3
J I
o .
SCALE: 1 2" = 1'-0"
-- 6'-311 6'-9,1 -
p
Z -«, DATE: 03.04.24
e 01
Q
DROP FOOTING 6"AT BASEMENTDRAWN BY: Z.E.N.
STAIRCASE LANDING. CONNECT DRAIN AT
LANDING TO DRYVJELL OR SUM?PUMP. �
TBD BY CONTRACTOR. s
e' G
i
4
\ MAIN HOUSE
LAC
a
BASEP.9ENT J
SECTION 1
<'d LANDING SLAB _
40'-10"
BOTTOM OF DROPPED FOOTINGS _
EXISTING RIDGE
+26'-9"AFF
+28'-9"AAG
I
I 1
I i
I I
12 1 1 '
ZEN DESIGN
I
71/2 1250 EVERGREEN DRIVE
I I CUTCHOGUE, NY 11935
' I PHONE: 631.513.6589
I I
' HI
I '
1 '
I
I I These plans are copyrighted and are subject to copyright
j protection as an"architectural work"under Sec.102 of the
1 • 1 EXISTING CH111"NEYTO ( Copyright Act,17 U.S.O.as amended December 1990 and known
BE RAP,"OVED ! as Architectural Works Copyright Protection Act of 1990.The
I I protection includes but is not limited to the overall form as well
1 1 as the arrangement and composition of spaces and elements of
1 design.Under such protection,unauthorized use of these plans,
work or home represented,can legally result in the cessation of
construction or buildings being seized and/or' monetary I� compensation to Z N DESIGN LLC. rY
I I
EXISTING ATTIC SUB FLOOR
+17'-5 1/4"AFF
NO. ISSUE DATE
01 SCHEMATIC DESIGN 1 06.04.23
02 SCHEMATIC DESIGN II 06.25.23
03 DESIGN DEVELOPMENT 1 07.08.23
04 STRUCTURAL REVIEW 08.19.23
a, 05 HEALTH DEPT SUBMISSION 09.25.23
N 06 SITE PLAN 11.27.23
07 PERMIT SET 12.05.23
"' 08 REV 1 01.10.24
00 09 REV 2 02.17.24
f 10 REV 3 03.04.24
12
7 1/2 EXISTING FINISH SECOND FLOOR
9'-13/4"AFF
Nt
ci 6RED ARC
�V�S��.� E. 41C0
NQ Z
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9 TF yO
2 OF N'E'tj
A-100
i
i
EXISTING FINISH FIRST FLOOR
0'-0"AFF
.ei CV
a rt . .
-J
DESIMONE
AVERAGE EXISTING GRADE
a RESIDENCE
e g e
41045 ROUTE 25
PECONIC, NY 11958
S.C.T.M. # 1000 86 1 3.3
a °
t28'-2 1/2"
ad VERIFY W/EXIST. HOUSE PRIOR TO POURING FOUNDATION d SCALE; 1/2" = 1'-0"
DATE: 03.04.24
d
d
DRAWN BY: Z.E.N.
8 .a
a
a.
MAIN HOUSE
° d e
° � ea SECTION 2
e d '
° ' G
d v
}
AIM:;7
ZEN DESIGN
1250 EVERGREEN DRIVE
CUTCHOGUE, NY 11935
PHONE: 631.513.6589
12 2x6 COLLAR TIES @ 16"O.C. These plans are copyrighted and are subject to copyright
7 1/2 protection as an"architectural work"under Sec.102 of the
Copyright Act,17 U.S.O.as amended December 1990 and known
as Architectural Works Copyright Protection Act of 1990.The
protection includes but Is not limited to the overall form as well
2x6 COLLAR TIES @ 16"O.C. as the arrangement and composition of spaces and elements of
2x10 ROOF RAFTERS @ 16"O.C.
design.Under such protection,unauthorized use of these plans,
work or home represented,can legally result in the cessation of
NEW ROOT&CEILING-FLASH&BATT(R-30) construction or buildings being seized and/or monetary
compensation to ZEN DESIGN LLC.
NEW ASPHALT SHINGLE ROOF TO MATCH EXISTING
•
5/8" PLYWOOD SHEATHING
8D COMMON @ 6"O.C.OF 4'-0" PERIMETER ZONIT N0. ISSUE DATE
8D COMMON @ 12"O.C.@PANEL FIELD I
8D COMMON @ GAMBLE ENDWALL RAKE � 01 SCHEMATIC DESIGN 1 06.04.23
ICE AND V ATER SHIELD AS PER CODE
1 02 SCHEMATIC DESIGN it 06.25.23
_ 03 DESIGN DEVELOPMENT 1 07.08.23
04 STRUCTURAL REVIEW 08.19.23
GUTTERS DRAINED TO APPROVED DRY11 ELL I 05 HEALTH DEPT SUBMISSION 09.25.23
LOCATIONS � 06 SITE PLAN 11.27.23
07 PERMIT SET 12.05.23
SOFFIT DETAILS TO MATCH EXISTING. 1 3'-10" 3'-10" 3'-10" 1 3'-10"
08 REV 1 01.10.24
GC TO VI ALL DIS!".ENSIGNS. ; - 1-
E
09 REV 2 02.17.24
--- 2x6 STUD WALL CA'3LE RAILING.3 1/2"SPACING. 10 REV 3 03.04.24
CEDAR GUARD RAIL.36" HIGH.
NEW WALLS-FLASH& 4x4 CEDAR POSTS MOUNTED TO DECK •
BATT(R-21) FRAMING. j
I
1"COX SHEATWNG.TYP. DECK SLEEPERS OVER EPDN", ROOF
s OVER PITCH BOARD. I
MIN a"/FT PITCH TO INTERNAL GUTTER.
AIR AND WATER SHIELD
INTERNAL GUTTER H!DDEN BY
CEDAR SHINGLES TO MATCH EXISTI":a. FASCIA BOARDS.
INSTALLED OVER CEDAR BREATHER BY
117/8 1:3CI 60S 2.0 TGI FLOOR JOISTS @ 12"O.C.
BENJA^.?IN 06DYKE OR APPROVED EQUAL. 9 2 BCI 6500 1.8 TGI FL00R JOISTS PROVIDE BLOCKING AT NINDSPAN
@ 16"O.C.
3 SEASON WINDOWS BY PORCH LIFE
PLYWOOD SUBFLOOR GLUED AND NAILED
TO WOOD FLOOR JOIST.
w
F-
a
117/8 BCI 60S 2.0 TGI FLOOR JO".STS @ 12"O.C. a
PROVIDE BLOCKING AT h".lDSPAN a0 BD ARC,S,/
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FLASH FOUNDATION o bP � Q V� l0 A
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ti T 3
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?IN.ON GALV.TERMITE SHIELD F N
INSULATION.SEE TYPICAL SECTION
•a NOTES.
°
10" POURED CONCRETE FOUNDATION
° WALL W/##4 REBAR 24"O.C. BOTH
WRECTIONS 2x6 TREATED PLATES%V/2"DIA.X -
18"LONG ANCHOR BOLTS @ 30"O.C.
2x4 WALLS AT ENTIRE BASEMENT PARAMETER. MIN.ON GALV.TER"a?ITE S!'IELD -
FLASH AND BATT R-19 rt
8"POURED CONCRETE FOUNDATION -- - m;l kmo zz mi 1-LVvis
Cc) O.C.16" 117/8 BCI 60S 2.0 TGI FLOOR JOISTS @ 12"O.C.
WALL 1/ 4 REBAR 24 O.C. BOTH ° PROVIDE BLOCKING AT MIDSPAN D ES I M 0 N E
° 4"CONC.SLAB OVER .6 MIL POLY VAPOR DIRECTIONS. °
<.• < ' BARRIER OVER 6"COMPACTED SAND&GRAVEL RESIDENCE
BASE 1 °
RAT SLAB "� 41045 ROUTE 25
10„x20 CONCRETE FOOTING-CONTINUOUS W/ PECONIC NY 11958
(3)95 REBARS.4000 PSI CONCRETE. a
a f
T � �— ° .. Y d e J S.C.T.M. # 1000 86 1 3.3
10` 1 0"
SCALE: N.T.S. j_
o SCALE: 1/2" = 1'-0"
ee DATE: 03.04.24
zc
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9 : ; DRAWN BY: Z.E.N.
d I
i
e
a MAIN M —
a ; HOUSE PORCH
� — --� SECTION 3
d
TYP. SECTION NOTES
ELECTRICAL LEGEND
OQ RECESSED CAN LIGHT LEGEND
RECESSED CAN ADJUSTABLE WALL WASHER NEN,1 FOUNDATION
�1
NEW STUD WALLS--�'' MOTION SENSOR LIGHT NEW DOOR EXIST.DOOR
CEILING MOUNTED FIXTURE
�-. Z E N DESIGN
WALL MOUNTED FIXTURE
1250 EVERGREEN DRIVE
■ ® ■ ■ UNDER CABINET LIGHT STRE''
CUTCHOGUE, NY 11935
PHONE: 631.513.6589
■�•�■ TRACK LIGHTING
sM SMORE/CO DEETECTOR _
I I I I I
EXHAUST FAN+TIMER SWITCH I I I I I
I I I I I
I I I I I I
I I I I I i These plans are copyrighted and are subject to copyright
I I I I I
D!^rlr,":ING CIRCUIT) I I I I I I protection as an"architectural work"under Sec.102 of the
SWITCH( T) i i I i i I i Copyright Act,17 U.S.O.as amended December 1990 and known
DUPLEX RECEPTACLE ;USB INDICATES as Architectural Works Copyright Protection Act of 1990.The
I I protection includes but is not limited to the overall form as well
user t CHARGING OUTLET/STATION) I I —I— I I — - - - — — — — — — — — — — — — — - - - - - — — — — - -- — — — — — — — — — — — — - - - - - - - - - - - - - — � as the arrangement and composition of spaces and elements of
-- I design.Under such protection,unauthorized use of these plans,
QUAD RECEPTACLE — — — — — — — — — J work or home represented,can legally result in the cessation of
I I I I construction or buildings being seized and/or monetary
WATERPROOF DUPLEX compensation I I I I I compensation to ZEN DESIGN LLC.
RECEPTACLE
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o I NO. ISSUE DATE
01 SCHEMATIC DESIGN 1 06.04.23
I I
02 SCHEMATIC DESIGN II 06.25.23
03 DESIGN DEVELOPMENT 1 07.08.23
04 STRUCTURAL REVIEW 08.19.23
05 HEALTH DEPT SUBMISSION 09.25.23
06 SITE PLAN 11.27.23
07 PERMIT SET 12.05.23
-�- I 08 REV 1 01.10.24
09 REV 2 02.17.24
I
10 REV 3 03.04.24
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41045 ROUTE 25
PECONIC, NY 11958
S.C.T.M. # 1000 - 86 - 1 - 3.3
SCALE: 1/4" = 1'-0"
DATE: 03.04.24
DRAWN BY: Z.E.N.
BASEMENT RCP
N ELECTRICAL PLAN
20 10 5 0
ELECTRICAL Lt:GEND
O RECESSED CAN LIGHT LEGEND
RECESSED CAN ADJUSTABLE WALL WASHER EXISTING STUD WALL
f MOTION SENSOR LIGHT NEW STUD WALLS NEW DOOR EXIST. DOOR
CEILING P1OUNTED FIXTURE
ZEN DESIGN
� WALL MOUNTED FIXTURE
1250 EVERGREEN DRIVE
■ ■ � ■ UNDER CABINET LIGHT STRIP
CUTCHOGUE, NY 11935
PHONE: 631.513.6589
■s TRACK LIGHTING
— — — — — — — — — — — — — — — — — —
sM SMOKE/CO DETECTOR I f T 7 —1 I— 7 T —1 I F T 7 —I I— —1 I
EXHAUST FAN +TIMER SWITCH
II I I I I I I I I I I I I I II I I
These plans are copyrighted and are subject to copyright
i SWITCH (DIMMING CIRCUIT) I I I I I I I I I I I I I I I I I I I protection as an"architectural work"under Sec.102 of the
I I I I I I I I I I Copyright Act,17 U.S.O.as amended December 1990 and known
DUPLEX RECEPTACLE USB IND'CATES I I I I I I I I I I I I I I I I I I I as Architectural Works Copyright Protection Act of 1990.The
protection Includes but is not limited to the overall form as well
USR CHARGING OUTLET/S'fAT10N) as the arrangement and composition of spaces and elements of
QUAD RECEPTACLE GL I design.Under such protection,unauthorized use of these plans,
(1 (l work or home represented,can legally result in the cessation of
i � � �
I I I I construction or buildings being seized and/or monetary
WATERPROOF DUPLEX W/D PANTRY —LL;L J(�J— —L_� — —— — — CLOSET compensation to ZEN DESIGN LLC.
RECEPTACLE I I ( LAUNDRY
i ROOM STEP
- - - - - - WJ 4-- - EEVERSESWI F NO. ISSUE DATE
REVERSE SWING
KITCHEN 1 01 SCHEMATIC DESIGN 1 06.04.23
02 SCHEMATIC DESIGN II 06.25.23
® DEN ® L - - - - - - - J 03 DESIGN DEVELOPMENT 1 07.08.23
04 STRUCTURAL REVIEW 08.19.23
05 HEALTH DEPT SUBMISSION 09.25.23
06 SITE PLAN 11.27.23
FRIER 07 PERMIT SET 12.05.23
3 SEASON PORCH I — — — — —�— I — — — — T T 08 REV 1 01.10.24
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SCALE: 1/4" = 1'-0"
DATE: 03.04.24
DRAWN BY: Z.E.N.
FIRST FLOOR RCP
N ELECTRICAL PLAN
20 10 5 0
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ELECTRICAL LEGEND
OQ RECESSED CAN LIGHT LEGEND
t�l RECESSED CAN ADJUSTABLE WALL WASHER
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CEILING MOUNTED FIXTURE
ZEN DESIGN
�. WALL MOUNTED FIXTURE
1250 EVERGREEN DRIVE
■ � � ■ UNDER CABL`:Ei'LIGHT STRIP
CUTCHOGUE, NY 11935
PHONE: 631.513.6589
■ .■ TRACK LIGHTING
sM SI`AOKE/CO DETECTOR
EXHAUST FAN+TI"".ER:SWITCH These plans are copyrighted and are subject to copyright
protection as an"architectural work"under Sec.102 of the
SWITCH(DIR1h"II`�G CIRCUIT) Copyright Act,17 U.S.O.as amended December 1990 and known
DUPLEX RECEPTACLE USB INDICATES as Architectural Works Copyright Protection Act of 1990.The
protection includes but is not limited to the overall form as well
CHARGING OUTLET/STATION) 4- — — — — — — — — — as the arrangement and composition of spaces and elements of
design.Under such protection,unauthorized use of these plans,
QUAD RECEPTACLE i / I work or home represented,can legally result in the cessation of
construction or buildings being seized and/or monetary
WATERPROOF DUPLE}; compensation to ZEN DESIGN LLC.
RECEPTACLE 0O ! V'dAlrK IN
CL SET ! I BATH 2 STAIRS
/ I
I OO LAT 8'icEILING r F N0. ISSUE DATE
/ I 01 SCHEMATIC DESIGN 1 06.04.23
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02 SCHEMATIC DESIGN II 06.25.23
— — — EXISTING ELECTRICAL / I 03 DESIGN DEVELOPMENT I 07.08.23
---- ----Q- -� - ---t-� TO REP,.A..J
I FLAT 8'CEILING 16EDROO1~:I 2 I 04 STRUCTURAL REVIEW 08.19.23
MASTER SUITE I 05 HEALTH DEPT SUBMISSION 09.25.23
TRAY CEILING 06 SITE PLAN 11.27.23
I i I I j 07 PERMIT SET 12.05.23
08 REV 1 01.10.24
I I i I MASTER B I 09 REV 2 02.17.24
J 0 I 10 REV 3 03.04.24
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41045 ROUTE 25
PECONIC, NY 11958
S.C.T.M. # 1000 - 86 - 1 - 3.3
SCALE: 1/4" = 1'-0"
DATE: 03.04.24
DRAWN BY: Z.E.N.
SECOND FLOOR RCP
N ELECTRICAL PLAN
20 10 5 0