HomeMy WebLinkAbout50375-Z ttw:a,, TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 50375Date: 2/27/2024 mm _..w_......
Permission is hereby granted to:
Stellato, Robert
q_ _w.w.........._.Hw_.. .. ..._.wwww.
340 Gran a Rd
SoutholdNY 11971 _..... M__m.�...�_..__.._........... _._..........wwwww_.__................ _�www_............ ..www.._.....
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 GrangewRd Southold
...._. .._......_........-........-...'ll.., ..___......._-ww.-,_ .._................ .............._.. w_...........�. _.__.�_.
SCTM # 473889 ..........
Sec/Block/Lot# 78.-1-2
Pursuant to application dated1/22/2024 wm and approved by the Building Inspector.
To expire on w 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
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 htt�s://ww sotitlioldt°.(,Lw������,
Date Received
AF)PLICATIOIN FOR BUILDING
For Office Use Only
PERMIT NO. Building Inspector: °" 2 202/t 2/
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:01.22.24
OWNER(S)OF 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
DESIGN PROFESSIONAL INFORMATION:
Name:Zackery E. Nicholson, RA
Mailing Address:1250 Evergreen Drive - Cutchogue, NY 11935
Phone#:631.513.6589 Email:ZENicholson.Arch@gmaiI.com
CONTRACTOR INFORMATION:
Name:Home Owner
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure WAddition ❑Alteration []Repair ❑Demolition Estimated Cost of Project:
❑Other
Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? ❑Yes ❑No
2
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
R-40 this property? Dyes *No IF YES, PROVIDE A COPY.
iiteck 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 pass A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print name):Zackery E. Nicholson, RA ®Authorized Agent ❑Owner
Signature of Applicant: `�/v Date: 01.22.24
CONNIE D.BUNCH
STATE OF NEW YORK) Notary Pubfic,State of New York
No.0'I BU6185050
SS: Qualified in Suffolk County 1 /
COUNTY OF Commission Expires April 14,2 _.`1
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 n�
— \f� l ~
day of -�1 G1 rl Lt ..�..�.� 20� 7 ✓vim
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not Nthe owner)
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.
&&t &�i& 01 .22.24
Owner's Signature Date
Robert Stellato
Print Owner's Name
2
� s
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
MEEMONEEMENEEM
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-girade tradeoffs are no ionger consideredionperformance compHaince path iu°a RIEScheck. Each slain-on-girade
asseun1ha y iri the spec:lGued cUrnate zone must rneet the rualn imuirn energy code insulabon R-value and depth r-egtAr°einnents.
,Eny_e1oP.e__A_s5 Res
Ceiling: Cathedral Ceiling 180 30.0 0.0 0.034 0.026 6 5
North Wall: Wood Frame, 16"o.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" o.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
fi •
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 requiremet is listed in the REScheck Inspection Checklist.
ZACKERY E. NICHOLSON, RA 01.22.24
Name-Title Signature Date
.D A
0,
0
0444
OF M
Project Title: Stellato Residence Report date: 01/21/24
Data filename: Page 2 of 2
ANvr. KtiEN`
WINDOWS & DOORS
t
t CREATED DATE
SOLD BY: LD TO: 12/21/2023
RIVEF,.NFAD 250 David Ct.
SUPPLY Calverton, NY 11933 LATEST UPDATE
Build Smarter.Build Better. Terry McCabe _ 2/1/2024
tmccabe@rbscorp.com _
631-996-3181
OWNER
terry mccabe
Abbreviated Quote Report - Customer Pricing
QUOTE NAME PROJECT NAME QUOTE NUMBER CUSTOMER PO# TRADE ID
robert s/ ROBERT STELLATO 5112207
ORDER NOTES: DELIVERY NOTES:
_ Item Qtv Operation Location Unit Price Ext. Price
100 2 AA-AA None Assigned $1,502,52 $3,005.04
`' RO Size=75 718"x 64 7/8" Unit Size=75 318"x 64 718"
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-
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, Aluminum
76W.5
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)
-
Al 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 Qtv Operation Location Unit Price Ext. Price
200 2 AA None Assigned $709.80 $1,419,60
RO Size =38 1/8"x 64 7/8" Unit Size=37 5/8"x 64 7/8"
i 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,
3'sz3
RO-38.123-+ 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)
Al 0.3 0.31 NO Al 33.8750 27.7500 6.55000
Item (Qty Operation Location Unit Price Ext. Price
i
300 1 Stationary-Right None Assigned $2,230.84 $2,230.84
RO Size=72 3/4"x 83" Unit Size=72"x 82 3/8"
p
PS6, Unit, 200 Series PS Patio Doors 2 Panel, Unassembled,White Exterior Frame, White Exterior Sash/Panel, w/White Interior
LTi 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
72
RO-TM
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 M 5112207 Print Date: 2/22/2024 3:51:54 PM UTC All Images Viewed from Exterior Page 2 of 3
STELLATO RESIDENCE Asslado
S6315 ZEN DESIGN
ADDITION1250 EVERGREEN DRIVE
CUTCHOGUE,NY 1L935
PHONE:63i513.6589
340 GRANGE R D These plan am cop
yrighted pYitectral wow
am sailed t.102 of the
Orolectian p5 an*architectural work•under Sac.SOZ of the
Copyright Act.17 U.S0.as awarded Doeambet 1990 and k!mwn
SO UTH O LD NY 11971 asArddlttiumlWarta.netr?!t dtoit. Act of 199MUf—a-
protection Includes but is not fimltM to it.wMnU/ofm as acn
as the arrangement and composition of spacas and elements of
'1 design.Under such l""eetme.unauthedoed use of these plans,
work or home ropresenlad,can legally res
ell in the cessation of
construction or buildings being wjwd md/or monclary
1 eompernation to ZEN D61GV LLG
NO. ISSUE DATE
O1 SCHEMATIC DESIGN 1 0107.24
02 PERMIT SET Oi20.24
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SCALE: 1/4°m 1'-0"
DATE: 0120.24
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TITLE PAGE
AmOOO
CONSTRUCTION NOTES WIND FRAMING NOTES PLAN CONTENTS Cy EXTERIOR DOOR SCHEDULE
OCCUPANCY CLASSIFICATION RESIDENTIAL Na nn UVxbaE(Kt10 RD.tW+xl tfflum AOra
L THE INFORMATION WITHIN HIS SET OF CONSTRUCTION DOCUMENTS IS RELATED TO BASIC DESIGN L RIDGE-TO-RAFTERASSEMBLY: FMTggOR
INTENT AND FRAMING DETAILS.THEY ARE INTENDED AS A CONSTRUCTION AID,NOTAS A SUBSTITUTE 1.1/4-X 20 GAUGE STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS IN ACCORDANCE TO 1001 GX I Fo•+sa.ve• so,vr+sa• I1M1aADW/GL1S5 ua29/300d32
FOR GENERALLY ACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW YORK TABLE 3A.WHEN A COLLAR 71E IS USED IN LIEU OF RIDGE STRAP HE NUMBER OF 10d COMMON BUILDING HEIGHT EXISTING RIDGE 128.0'ABOVE AVERAGE GRADE
STATE BUILDING CODES.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING STANDARD RAILS 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 RESIDENTIAL CODE&2020 LAYS ENERGY 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 RAFTER.CEILING OR WALL TO TOP PLATE
3. HE 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 ASPER FLOOR PLANS.CROSS SEC71ON AND GENERAL NOTES �� WINDOW SCHEDULE MEETS CURRENT FEDERAL,STATE COUNTYAND LOCAL CODES,ORDINANCESAND REGULATIONS.ETC. STUDS BELOW.RAFTERS OR TRUSSES SHALL BE ATTACHED TO THEWALLTOP PLATEANDTHE ZEN DESIGN
THESE CODES ARETO RECONSIDERED AS PART OFTHESPEOFICATIONS FORTHM BUILDING AND WALL TOP PLATE SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS.ROOF DESIGN LOAD CALCULATIONS EXT.BALCONIES 60 SDE
SHOULD BE ADHERED TO EVEN IF IN VARIANCE WITH HE PLAN. OVERHANGING THE RAKE SIDE OFTHE BUILDING SHALL BE CONNECTED WITH UPLIFT (LIVE LOADS PSF) DECKS 40 LA TYPE SILL MAFt: uM7sgAV+M RO UY+s'1 A'01E5 I250 EVERGREEN DRIVE
4. DIMENSIONS SHALL TAKE PRECEENTOVER SCALED DRAWINGS.(DO NOT SCALE DRAWINGS) CONNECTIONS IN ACCORDANCE WITH TABLE3.3c. AHCSW/O STORAGE 10 FI rRoOR 1250EVER RE 1RIVE
5. THE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION AND ASSUMES NO 3. WALL-TO-WALL ASSEMBLY: ATTICS W/STORAGE 20 1 LMUBtfxlO'G 2!' SVUa+sv7/6' C<Y9•+b'a;B' UA3/SxGCO3t PHONE:CUTCHOGUE,NY IL93 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 30L6
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 ROONIS(OTHER THAN SLEEPING) 40 2 DOUBLENMO 21' sa7/,rt5'4/5• sr;�8•+s4L8 Ud3/5xG0031
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 3 DOREx1A'G 7!• 3aLB',s�7/s .rtb-e•,b'sy9• UD lswca31
A SPECIFIC USE EXPRESSED OR IMPLIED IN HE USE OF THESE PLANS. ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE WITH TABLE 3.3, STAIRS 40 0 D&SLEAMV 21. s.7LB•+s47/5. 3.15'✓t+5sts Up3/92C031
6. REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS. 4. WALL ASSEMBLYTO FOUNDATION: GUARDRAILS(ANY DIRECTION) 200 5 OOUBI£H!A'G 11• 6V7/B'+5+7/s 643a'+ss;'B' UO3/9IGC03!
7. HE 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 6 001SLENUA'G 1• 6371W+5•47/r 6+4'9'+ss31a UO3/S6GCO3t
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
S. THE GENERAL CONTRACTOR IS TO CONSULT WITH THE OWN ER FOR ALL BUILT•IN ITEMS SUCH AS CONCRETE FOUNDATION AND SLAB-0N-GRADE,15 INCHES IN MASONRY BLOCK FOUNDATIONS.OR These plans am copyrighted and am stUJect to cMdgM
BOOKCASES.SHELVING.PANTRY.CLOSETS,TRIMS,ETC. LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE WITH TABLE 3.3b.WHEN STEEL STRAPS xptc•utuxa srrs,werwrsr®opawa smscoxtweronrovmnwomov uwa ax0auotcw.Pp�cxtwOotxs Dmtagionmon'sn:NtecturN work•uriCer Soe.XM of tin
9. WIND LOAD REQUIREMENTSSHALL BETAKEN 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 •suetAmw sx.0 xvwwo aonxco®xrs Pammtpns wrtxc etaaw+agaaosxn oPyright Act.17 US O.as artmnded Occereber 1990 and known
ANCHOR BOLTS.ANCHOR BOLT SPACING IS TO BE SPACED AND SIZED IN ACCORDANCE TO TABLE (ROOF-FOUNDATION) AND GENERAL NOTES 'dx¢sopvasPow.sy sprt-cacao s¢s-uT m Architectural Works Copyright Protection Act of 1991111w
protoction Includes but Is not Qmltcd to tM mratt form as wed
32a.IN ADDITION TO SPACING.ANCHOR BOLTS ARE TO BE SPACED BETWEEN 6.12INCHES FROM as the armngoment and oomposltbn spaces and Moments Of
FOUNDATION NOTES
THE END OF SILL PLATE AND ALL CORNERS. NAILING SCHEDULE SEE GENERAL NOTE PAGE design.Undersuch protection,unauthwi o7 use of ttC C plans,
5. TYPE I EXTERIOR SHEARWALL CONNECTIONS: work or horno roPMantod,Can 100ty rmdt In the cessation of
TYPE I EXTERIOR SHEAR WALLS WITH A MINIMUM OF*INCH WOOD STRUCTURAL PANEL ON THE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Construction or buildings being sCImd&Ww monetary
L THE GENERAL CONTRACTOR AND MASON TO REWEW PLANS,ELEVATIONS,DETAILS AND NOTES TO EXTERIOR ATTACHED WITH Bd COMMON NAILS AT 6"O.C.A THE PANEL EDGES AND 120.C.IN HE compensation to ZEN DESIGV TLC.
DETERFOMINE INTENDED HEIGHTS OF FINISHED FLOOR(S)ABOVE TYPICAL GRADE FIELD.AND}INCH GYPSUM WALLBOARD ON THE INTERIOR ATTACHED WITH 6d COATED NAILS AT HEADER CHART
2. ALLOTINGS TO REST ON UNDISTURBED(VIRGIN)SOIL 7'D.C.PANEL EDGES AND IO"O.C.IN THE FIELD SHALL BE IN ACCORDANCE WITH THE LENGTH FILE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314.
3. PROVIDE}'EXPANSION JOINT MATERIAL BETWEEN CONCRETE SLABS AND ABUTTING CONCRETE OR REQUIREMENTS SPECIFIED IN TABLE 3.15". (SMOKE&CO2 DETECTORS) CARBON MONOXIDE ALARMS TO COMFLYWTTH R315.
MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED INTERIOR AREAS. S. TYPE II EXTERIOR SHEARWALL CONNECTIONS: HEADERS (2)21G (2)2a8 (2)2110 (2)2132 O. ISSUE DATE
4. ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE STRUCTURE SHALL BE TYPE II EXTERIOR SHEARWALLSSHALL MEET THE REQUIREMENTS OF TABLE 3.15a-b TIMES THE ENERGY CALCULATIONS 20201ECC
INSTALLED WITH K5 RP BAR,18•LONG AT 12'O.C.USE APPROVED EPDXY FOR INSTALLATION. APPROPRIATE LENGTH ADJUSTMENT FACTORS IN TABLE 3.16. SUPPORTING: CAN SPAN:
S. UNLESS OTHERWISE NOTED,ALL SLABS ON GRADE TO BE 40DO PSI.CONCRETE TO BE POURED ON 4' 7. INTERIOR SHEARWALL CONNECTIONS. 01 SCHEMATIC DESIGN OLO7.24
THION SAND OR GRAVEL FILL WITH 616 WIRE MESH REINFORCING.INTERIOR SLABS TO BE MINIMUM 4' ALLOWABLE SIDEWALL LENGTHS PROVIDED IN TABLE 3.14 SHALL BE PERMITTED TO BE ROOF ONLY 4'T06' 6'T08' 8'TO SO' 10,T017 2 PERMIT REVIEW SET OL22.24
THICK.ALL FILL TO BE COMPACTED TO 95%RELATIVE DENSITY WITH B INCH MAXIMUM LIFTS(LAYERS). INCREASED WHEN INTERIOR SHEARWALLS ARE USED.SHEATHING AND CONNECTIONS SHALL BE IN $STORY 4' 4•TO& 6-TOS' a-TO 03 REV 02.26.24
6, CRAWL SPACES TO BE PROVIDED WITH A MINIMUM I8•124'ACCESS OPENING.INSTALL ONE S116 ACCORDANCE WITH 2AA2 AND 22A RESPECTIVELY.
CAST IRON FOUNDATION VENT FOR EVERY 150 SQ/FT OF AREAL 8. CONNECnONSAROUNDEMRIORWALLOPENINGS: FRAMING AND FASTENER INFORMATION 2STORY - 4'TO 6' 6'TOB'
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
RESIDENTALL CONSTRUCTION CODE.A6•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 BACKFlWNG. WITH TABLE 3.5. MARK LOCATION SIMPSON TIE It INSTALL NOTES NOTES:
a. DRAINAGE AS REQUIRED BY CURRENT N.Y.S.RESIDENTIAL CONSTRUCTION CODE. 9. CATHEDRAL CEILING ASSEMBLY: • FOR SPANS OVER 4'WIDE HEADER REQUIRES 2•MIN.SOLID
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
NOTCHEDAND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTIONSSHALLBEATTACHEDTO 1 ROOF RIDGE LSTA/15 EVERY RAFT 20 GA-1}'x15 }"PLYWOOD SPACERS ARE USED FOR 2X MEMBERS TD MATCH 2X4
FRAMING NOTES EACH RAFTER-TO-RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING.CONNECTIONS TO HE OR 2X6 STUD WIDTHS.
RIDGE AND WALL SHALL BE ATTACHED WITH THE ABOVE REQUIREMENTS. 2 RAFTER/WALL LSTA/16 EVERY RAFT 12 GA-1}"116
L ALL
FRAMING TECHNIQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENT SBC HIGH WIND
3 WALL/WALL LSTA/21 EVERY STUD 20 CA-1}'121
2. UNLESSO HERWISEANOITED,ALL CONSTRUCTIONNG NOTED, AND"ITION WOOD STRUCTURAL WOOD MATERIAL TO BEN2+BTR- DECK & COVERED PORCH NOTES
4 WALL/BASE Pl. RSP4•B+M EVERYSTUD 20GA-2}'14}
DOUGLAS FIR.
3. FLOORS,WALLS,CEILINGS AND RAFTERS TO BE SPACED AT 16'O.C.UNLESS OTHER WISE NOTED. 5 BASE PL/FOUND }"B ANCHORS 4'-W O.C. ADD AS NEET)ED
4. UNLESS OTHERWISE NOTED,ALL BEARING WALL HEADERS TO BE(2)2110 iT2+BR.DOUG.FIR. L UNLESS OTHERWISE NOTED.ALL FRAMING MATERIAL TO BE NS 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 WINDOWSILLS$HALL ALSO HAVE(2)WINDOW SILL PLATES FOR 214 WALL CONCRETE PIERSSHALL BE ANCHORED WITH PROPER STEEL CONNECTORS ANCHORED INTO - ALL FRAMING TO BE FASTENED IN CONFORMANCE WITH:
OPENINGS BETWEEN 4'-1'AND&-0'AND 2t6 WALL OPENINGS BETWEEN S-11'AND W-9'.PROVIDE CONCRETE WITH A MINIMUM}INCH DIA I T LONG ANCHOR BOLTS AND WASHERS AND NUTS. IRCCODE-2020
FIRE STOP AND BLOCKING WHERE APPLICABLE 3. POSTS SUPPORTING GIRDERS SHALL BE ANCHORED TO A 12112a12 THICK CONCRETE FOOTING.USE TABLE R502.3(1)-GENERAL
S. ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVANIZED HANGERS AND TABLE R602.3(3)-SHEARING
ANCHORS WHERE APPLICABLE TO ALL CONNECTING JOISTS. A MINIMUM}DIA 18'LONG ANCHOR BOLT WITH WASHERS AND NUTS,FOOTINGS SHALL BE 3 FT. TABLE R802.5(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 SHALL HAVE 3Y DIA CONCRETE PIERS FOR HE
BATHTUBS.FLOORS TO HAVE CERAMIC LE INSTALLED SHALL BE VERIFIED FOR PROPER LOAD GIRDERS.
TI PER SPEC 1609.1-1-2020IRC+NYS 2020 SUPPLEMENTAL DESIGN-
4. DECK JOISTS TO HAVE BLOCKING AT W-D O.C.
CAPACITY UNLESS NOTED ON PLANS. WIND SPEED 15130 MPH
7. PROVIDE(2)13/4•THICK MICROUAMS(HEIGHT TO MATCH FLOOR 1015i5)AROUND STAIRWELL 5. AMINIMUM OF SO INCH FLASHING SHALL REINSTALLED BETWEEN THE BUILDING AND LEDGER. !RE ARf^
_
LEDGER TO BE FASTENED TO BUILDING WITH}INCH DIA.BOLTS WITH WASHER AND NUTS WHERE
` V•t
AND/OR OTHER ACCESS OPENINGS UNLESSOHERWISE NOTED(TYPICAL). C7 •)F�•
a. DORMERS RUNNING UP FLOOR RAFTERS ARE TO BE SUPPORTED BY DOUBLE RAFTERS ON ETHER SIDE NEEDED. NAILING SCHEDULE ��"� �1 tv, ry"
WHERE APPLICABLE UNLESS OTHERWISE NOTED. 6. CONCRETE PIERS 7. ALL JOISTS TORE SUPPORTED MINIMUM
ITH NGERSANDANDXOR BOLTS.EACHMOIST SHALL ALSO BE �` ,'Y/�•Q T�
9. PROVIDE BLOCKING/BRIDGING IN FLOOR J06TSAT8'-0'O.C..USE SOLID BLOCKING IN FLOOR JOISTS ANCHORED TO ESUP OR
UNDER ALL BEARING WALLS. ROOF FRAMING:PER 2020 NYSRC-CHAPTER 8-
8. COVEREDROOFS SHALL BE ASSEMBLED AND ANCHORED THE SAME MANNER AS ATYPICAL
10.PROVIDE INSULATION BAFFLES AT SAVE VENTS BETWEEN RAFTERS.I NSTALL DRAFT BLOCKING AS BUILDING. WALL FRAMING:PER 2020 NYSRC-CHAPTER6 Q O
NEEDED. FLOOR FRAMING:PER 2020 NYSRC-CHAPTER 5
1L UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM}•THICK,4 PLY FIR COX ROOF SHEATHING:PER 2C20 NYSRC-CHAPTER S N x Z
EXTERIOR SHEATHING GRADE PLYWOOD.PLYWOOD TO COVER OVER PLATES AND HEADERS. PLUMBING NOTES CEILING SHEATHING:PER 20M NYSRC-CHAPTER S
12 UNLESS OTHERWISE NOTED USE}•THICK T&G PTS FIR OR ADVANTECH PLYWOOD SUBFLOOR WALL SHEATHING:PER 2020 NYSRC-CHAPTER 7 •' •�i
ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR JOISTS.FINISHED FLOOR TO BE INSTALLED FLOOR SHEATHING:PER 2020 NYSRC-CHAPTER 5 ( ^,.•,
OVER SUBFLOOR AS PER MANUFACTURE'S INSTRUCnONS. L ALL WATER SUPPLY,DRAINAGE AND VENTING TO BE INSTALLED AS PER N.Y.S.RESIDENTIAL
13.ALLHAT14ROOM WALLS TO HAVE}'THICK MOISTURE•RESISTAN75XEETROCH.GARAGE WALLS AND CONSTRUCTION CODE
CEILINGS AND OVER FURNACE TO HAVE$'HICK IYPEX SHEEROCK.ALL OTHER PARTS OF BUILDING 2 VERIFY SEPTIC SYSTEM WITH THE ENGINEER FOR SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL '.s
TO ZINGSHAVE AND
OVER
FURNACE
LAR O ALL t THICKLLS
BE TAPED AIROCK.ND FI ALL
O 3. IF WALL STUDS.PLATES OR JOISTS ARE CUT OUT DURING INSTALLATION FOR ANY PLUMBING RELATED o 4 4 a��
14.ALL ROOF WITH A PITCH LESS THAN 4:12 SHALL BE INSTALLED WITH AN ICE&WATER BARRIER OR WITH RESTATE CO DE AND MANUFACN E S RECOMMENDATION FOR WORK PROVIDE ADEQUATE BRACING AN D PLATES TO PROTECT AND EMAXIM M HOLE CURE THE SAND VERIFY �•�. .1�
APPROVED EQUAL.FLAT ROOFS SHALL BE APPLIED WITH A FIBERGLASS BASE SHEET WITH AN EPOM SPACING PERMITTED. ROOF SHEATHING REQUIREMENTS FOR WIND LOADS OF NEB
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 -TEX TERMITE SHIELD OR APPROVED EQUAL SHEATHING LOCATION pAN0.EDGES SUPPORTS THE PANELFIELD
4 PERIMETER 8d COMMON®6'O.C. Sd COMMON®S'O.C. STELLATO
ELECTRICAL NOTES L MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND EDGEZONE
SAFETY REQUIREMENTS. INTERIOR ZONE Bd COMMON®6'O.C. Bd COMMON 012'D.C. RESIDENCE
L ALL ELECTRICAL TO BE INSTALLED AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE. 2. HVAC SUBCONTRACTOR IS TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE GABLE ENDWALL RAKE
2. ALL ELECTRICAL WORK SHALL BE APPROVED BYA QUALIFIED UNDERWRITER. EQUIPMENT SUPPLIER. AND RAKE TRUSS BdCOMMON®4.O.C. B4COMMDN®4•o.c. 340 GRANGE RD
3. ALL ELECTRICAL WORK TOCOMPLYWITH2020NYSRC. 3. HVACSUBCONRACTORTO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT ITTOTHE SOUTHOLD,NYL4971
4. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT AS PER SECTION GENERAL CONTRACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL WALL SHEATHIYG REQUIREMENTS FOR WIND LOADS
R314 ANO R315 OF 2020 NYSRC.
ENERGY NOTES SOIL NOTES r�4
G LOCATION NAIL SPACING AT NAIL SPACING AT INTERMEDIATE S.C.T.M.t 1000-078-Ol-02
PANEL EDGES SUPPORTS IN THE PANEL FIELD
E 20NE 8d COMMON 06'O.C. Bd COMMON®12'O.C. SCALE:
L THIS DESIGN COMPLIES WITH THE 2020 LAYS ENERGY CODE AS PRESCRIPTIVE DESIGN. L NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR TO VERIFY DOSTING SOIL CONDITIONS INTERIOR ZONE Bd COMMON®G•O.C. Bd COMMON 91Y O.C.
2. THE DESIGN CONSTRUCTION SHALL COMPLY WITH SECTION R402 OF THE 2020 NYSRC. PRIOR TO FILL.REMOVE AND ADD ADDITIONAL FILL AS NEEDED. ' ATE: 02.26.24
2. COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D 698 AND ASIM _ R
D LEST).COMPACT THE SOIL AT 12•LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL TESTED By 1^^'`�1'yn' L• 1
FIREBLOCKING NOTES DO NOT113ACKHAGENCY FOR COMPACTION.FLOG DEC V L� u
3. DO NOT BACNFlLL UNTIL FIRST FLOOR DECK CONSRUCTION,INCLUDING SUBFLOOR.IS COMPLETE. �{ VVVV � RAWN BY: Z.E.N.
FIREBLOCKING SREQU HALLED•BY OCURRENTUT OFF
AL
OTHER NOTES '�,•,li
FlREBLOCKING SHALL BE PROW DED TO CUT OFF AL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND �
HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORES.AND BETWEEN A TOP F�R 2 2024
STORY AND THE ROOF SPACE FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION I
1. IN ONCE LED SPACE L PROVIDE}'TYPE-XSHEETROCH FIRE STOPPING ATIO'-0•MAIfIMUM DISTANCES FOR NON GENERAL NOTES
L IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES.ATHE 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
FIRMLOCKED AT INTERVALS NOT EXCEEDING 10 FEET.BATTS OR BLANKETS OF MINERAL OR WITH ACQ.
GLASS
BROWS OF SER TUDS SHALL
SBE ALLOWED TAGGERED ASFI EBLOCKING IN WALLS CONSTRUCTED USING PARALLEL 3. INSTALL S-CO2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS •' �(
CLIMATIC&GEOGRAPHIC DESIGN CRITERIA
OCCUR AT SOFFITS,DROP CEILINGS AND COVE CEILINGS 0,�„35;Jz
3. IN CONCE9ALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OFTHE RUN.
ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH CURRENT N.Y.S.RESIDENTIAL CODE GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD
4. ATHE OPENINGS AGEOFFLAVEANDP PRODUCTS
DUCTS BUSTIONGANDFl.00RLEVELTORESIST SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DRAP. UN REQUIRED HARE A=001
HEFREE PASSAGE OFFLAME AND PRODUCTS OF COMBUSTION. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIgfD S. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES•AS REQUIRED BY CURRENT N.YS. 20 PSF 130 B SEVERE 3FT. NeDD'ATc-rO 11• NONE -
RESIDENTIAL CODE TOH. M.a-
LOT SIZE: 18380 SQ/FT
EXISTING FIRST FLOOR: 1,650 SQ/FT
PROPOSED ADDITION: 180 SQ/FT ZEN DESIGN
1250 EVERGREEN DRIVE
CUTCHOGUE,NY 11935
PHONE:631.513.6589
Those Plans am ropyri0tad and am subject to coprrtot
Protection as an•arcNtedurol work-under Sec.102 at the
Copyright Act.17 USO.as amended Decembor 1990 and krmwn
as Arttdtectuml Works Capydght Proleaian Act of 1990.The
P oleCtion Includes but Is not fimited to lhr-P.0 I—AS mn
as the arrangement and composition of spans and demonis of
design.Under such,colectlan.unnuthwizad use of thaw plans,
work w home mpresanted.can tagaly rent In tho¢saaUon of
— constmclbDa7WNgs bongstudmyw mawtary
PYRAMID DIAGRAM — . —•—• aemperrrsatbnta 2EN DESi6V LL0.
183.8t — • — — . — .—.._ —
_ —• I NO. ISSUE DATE
01 SCHEMATIC DESIGN 1 OLO7.24
02 PERMIT REVIEW SET 01.22.24
Z 03 REV 1 02.26.24
r j00
jo
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0
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EXISTING AS BUILT DECK
i 252 SF I
.�ERED ARC
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PROPOSED 180 SF ADDITION W/FIREPLACE I Q ��F-
I — I N� Z
mI �T£0444S yoR
j #89.8 of N E`N
I I
STELLATO
O I �c RESIDENCE
p 340 GRANGE RD
I I SOUTHOLD,NY 11971
I I S.C.T.M.#1000—07S—01—02
v I 1+ SCALE: 1/16•as 1?-0P
N I DATE: 02.26.24
o l + `s —
� DRAWN BY: LE.N.
I _ _ _ • — ' _ — S.4°50110"E SITE PLAN
N
sp=100
ANEW
ZEN DESIGN
1250 EVERGREEN DRIVE
CUTCHOGUE,NY 11935
PHONE:631513.6589
GARAGE
These plans are copyrighted and am s WJatt to coMflot
prntedlOn as-'architectural work'unter S-10201 the
Copyright Act.17 USO.as amended Dttarsbor 1990 and known
as Archileetural Works Cepydgbt Protection Act of 1990.The
protection includes but Is not Omlted to tiff memo form os wan
as the wmngomant and mmposUlon of spaces end elements of
design.Under such Protection,unauthorized use of these plan,
work or home represented,can legally resclt in the Cessation of
Construction or CUUdingl being shred mrVor monatety
_ 16-41/2' eompemation to ZEN DESIGV U.C.
NO. ISSUE DATE
01 SCHEMATIC DESIGN I 0107.24
02 PERMIT SET 0122.24
LAUNDRY DINING
ROOM
p DEN
W D
'SRED ARC
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II s� 0444*Z
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DEMO EXISTING DECKING AND L`_______
STAIRS WHERE SHOWN II
STELLATO
RESIDENCE
I I I 340 GRANGE RD
I I I SOUTHOLD,NY 11971
I I I I
I I I
S.C.T.M.411000-078-01-02
jI
I SCALE: 1,/4"a 1r0a
DATE: 0122.24
DRAWN BY: Z.E.N.
I
I FIRST FLOOR
i N DEMO PLAN
I
D-100
ZEN DESIGN
1250 EVERGREEN DRIVE
CUTCHOGUE,NY 11935
PHONE:63L513.6589
mesa Plans om copyrighted and am swjea to coyrigit
protection as an•—hileduml work•uMa Set.1020 tho
Copyrig t An.17 US 0.as—ded Deccmbor 1990 and known
as ImIllmd—1 Works Copyright Ptotactirn Act of 19M The
protedlon intlud4 but Is not Umited to 1M oromll torn as wall
as We a(magement and composition of spacas and elements of
daslgn.Under such laotedlon,unauthaiiad use of th s plan,
wan or harm mpreseated,van legally—It In No d4 ation of
jI constnrdian ar WHOM;bent witch md/or morMNry
I compensation to ZEN DESIGV LLC.
I
I
NO. ISSUE DATE
OS SCHEMATIC DESIGN 1 O3A7.24
02 PERMIT SET OL22.24
EXISTING
BASEMENT
DEMO EXISTING FOUNDATION
WALL FOR#24"x36"OPENING
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8"CMU FILLED WALL SPACE C _ OF Nvtj
I I o (D I I
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1'-4"CONC TRENCH FOOTING U. i i �? STELLATO
N i i RESIDENCE
340 GRANGE RD
SOUTHOLD,NY 11971
I j I A I
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S.C.T.M.3 1000—078—01—02
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FOUNDATION
17'-41/2" N PLAN
A-100
36"GUARD RAIL.4"MAX N
SPACED BALUSTERS
RIM JOIST BOLTED TO POSTS = 2x8 JOISTS @ 1611 O.C.(TYP.)
c� FIXED TO LEDGER WITH JOISTS
x 6 DECK BOARDS z HANGERS EACH JOIST.
(2)2x10 GIRDERS
ZEN DESIGN
2x10 LEDGER WITH LAGS 16" CUTC EVERGREEN DRIVE_ UTCHOGUE,NY 11935
Ol O.C.STAGGERED. PHONE:631513.6589
(2)2x10 GIRDER. HURRICANE
STRAP EACH JOIST TO GIRDER.
GARAGE AVERAGE GRADE POST TO BEAM BRACKET.
Those plans am copyrighted and am subjmt to wpydg t
protwhon as an'.%dtcctural work'under Sm.102 of the
4x4 PRESSURE TREATED Copyright An.17 US O.a9 amended December rrown ber 19W and k
os Arch Rmturaj Works Copyright PtMmtlen Act of 19M Tiro
Protection includes but Is not limited to Ou erem9 form---41
POST ON 4x4 WET as the arrangement and composition of spaces and olamentsof
design.UndcfSW afe`t'en.anaatkod�m th
ose
ANCHOR BASE(TYP)
work or home mpr—taM wa Iagalty—Lit In the of
3 1/2" eonstmnbe Pmaailloonn being
Z N DESSIIG LM�n�ry
5'-01 16'-51/2" 10" DIA 36"DEEP FOOTINGS
n
DECK DETAILS 3,000 PSI CONCRETE. NO. ISSUE DATE
G 01 SCHEMATIC DESIGN I 0107.24
SCALE 1/4'-r-0'
02 PERMIT REVIEW SET 0122.24
03 REV 1 02.26.24
LAUNDRY DINING
ROOM
V
N. .- - - - - - - - - - - -
1 Dioo 2x10 LEDGER
A-202 _
iv W D a' a
N � AS BUILT DECK TO REMAIN gERED ARcy
DEN 252 SQ/FT �V��' .( E.NICZIP
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340 GRANGE RD
SOUTHOLD,NY 11971
W3 W S.C.T.M.3 1000-078-01-02
SCALE: V4°s 1'-0"
c
(d DATE: 02.26.24
NEW STEPS UP TO DECK DRAWN BY: Z.E.N.
51/2" EQ. EQ. 51-011 EQ. EQ. 51/211 UP
16'-5 1/2 T T18'-0" FIRST FLOOR
PLAN
1 Aml0l
A-2o1
ZEN DESIGN
1250 EVERGREEN DRIVE
CUTCHOGUE,NY 11935
PHONE:63L513.6589
These plans arc copyrighted and am swJeet to mPydght
protection as an'architectumi work,under Sec.102 of the
Copyright Act,17 US0.m nm..d d Dacameer 1990 and known
a.Ar hft ducal Works Copyright Protection Act of L990.The
protection fndudes but is not Cmited to it.crest torte as wan
a,the artangcment and eampoOl-of spans and clement,of
doslgn.Under such protection.unauthorized use of UM,e pions•
T7work or Noma represented,can IcgWiy mcdt In the oess.Uon of
constnrction or Ou(Wings hdng sdmd and/or monetary
ccermema ion to ZEN DESIG9 U.C.
_ I
NO. ISSUE DATE
— 01 SCHEMATIC DESIGN I OLO7.24
02 PERMIT SET OL22 24
- ——— ---- ----- -- -- ---,1 ----- 10 -- -- -- - - C
PAINTED CLAPBOARD -_ - -- _ _-- -- -- --_ E NI "y o
SIDING TO MATCH --- - -. h--:- -- - - ------` - - - —,
-- �--- ------------- -- -----: -- -- �-- Q- Off- ��,
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j 340 GRANGE RD
SOUTHOLD,NY 11971
t S.C.T.M.#1000-078-OS-02
i
SCALE: 1,/4"-1'-0a
i DATE: 01-22.24
1
DRAWN BY: Z.E.N.
NORTH
ELEVATION
A-200
ZEN DESIGN
1250 EVERGREEN DRIVE
CUTCHOGUE,NY iW35
1
PHONE:63L513.6589
A-300
Thaso plans am copyrighted and am s WJeet to eopydght
protection as an--hltactural work'under 5oc.102 of Iha
Copyright Act.17 US O.as amended D=maer 19W and known
as Ardi tectuml Works Copyright Protection Act of 1990,The
protection Includes lut Is not Dndted to ter orarall toms aswoU
as the Arrangement and mmpasltion of spaces and ekments of
d.lgn.Under such fndeul an,unauthoriccd use of theso plans,
T7work or hand rapmsanted,can legally—dt In the cessation of
eon stmRionoreulidfir acingseizedlnd/a—nalary
compensation to ZEN DES*14 L C.
- -' NO. ISSUE DATE
01 SCHEMATIC DESIGN I OL07.24
-. 02 PERMIT SET 0122.24
- - - - - - _ -
EXISTING
ATTIC
ASPHALT SHINGLES TO - --.- .---.. ._. .__ ._ .__ -- 2- -. -
MATCH EXISTING ._--
FRI
�- _ _ --- — -----— T '(BRED ARC
PAINTED CLAPBOARD i—i ----� --- —_ ------- ��5 �� E'N
EXISTING Q�'��4� Olio C'a
SIDING TO MATCH
EXISTING FIRST FLOOR
qF H
-- -------
N Z
-
- ------ ---- - -- -- -- ---- _ -------- --- TF At
--� ---- ----- -- ------- --- --- - OF N E`N
STELLATO
RESIDENCE
{l 340 GRANGE RD
SOUTHOLD,NY 11971
EXISTING
BASEMENT S.C.T.M.#1000-078-01-02
SCALE: 1/4"-f-O"
DATE: OL22.24
DRAWN BY: Z.E.N.
EAST
ELEVATION
A-201
ZEN DESIGN
1.250 EVERGREEN DRIVE
CUTCHOGUE,NY 11935
1 PHONE:631.513.6589
A-300
Thoso plans am c0pyrighted and am subject to eopyrignt
protection as an•sreldtectural work'urwer Sm.102 of the
COpYfight Act.17 U.S O.as amended December 1990 and Frown
as Architectural Works Copyright Protection Act of 1990.The
protection Includes but is act limited to tM—mn loan As well
-- as the arrangement and composlttan of spaces and elements of
design.Under Such'rotectbn,Ynauthodrd use of these plans,
walk or hone represented,can legally result In the cessation of
construction or buildings being selud nuVor monetary
canpansaaon to ZFN DESIGV IlCT .
NO. ISSUE DATE
I- --- -- - -� 01 SCHEMATIC DESIGN 1 01.07.24
02 PERMIT SET 0122.24
-- -
- - - -
--- ----------
--------------------- ------ ------------------------------------------
----- -- ---
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4442
OF Nvo
STELLATO
-------------------- --------------
W1 W2
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----- - - ---- ---- ---- - -- --- ------ --- - --- - -- ---— - - - i--
RESIDENCE
340 GRANGE RD
SOUTHOLD,NY 11971
S.C.T.M.4 1000-078-01-02
SCALE' 1/4e-X-O-
DATE: 01.22.24
DRAWN BY: Z.E.N.
WEST
ELEVATION
A-202