HomeMy WebLinkAbout52956-Z ��oF�pvr�o TOWN OF SOUTHOLD
BUILDING DEPARTMENT
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#: 52956 Date: 05/06/2026
Permission is hereby granted to:
Kelly Feeney
4710 Old North Rd
Southold, NY 11971
To:
construct alterations to an existing single-family dwelling as applied for.
Premises Located at:
4710 Old North Rd, Southold,, NY 11971
SCTM#55:2-8.4
Pursuant to application dated 04/28/2026 and approved by the Building Inspector.
To expire on 05/05/2028.
Contractors:
Required Inspections:
Fees:
Single Family Dwelling- Alteration $472.75
CO-RESIDENTIAL $100.00
Total $572.75
Uri
Building Inspector
TON" OF SOUTHOLD BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502
Date Received
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Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
'10
owner's Authorization form(Page 2)shall be completed.
.......... ---
Date,
OWNER(S)OF PROPERTY:
................-------...........................
Name:Kevin & Kelly Feeney SCTM#1000-55-2-8.4
Project Address:4710 Old North Road Southold, NY 11971
Phone#:(631) 603-5676 Email:kellyfeeneyO(g)gmail.com
------------—
Mailing Address:4710 Old North Road Southold, NY 11971
CONTACT PERSON:
Name:Adam Volosik
Mailing Address:528 South Harbor Road Southold, NY 11971
Phone#:(631) 806-2537 Email:avolosik@gmaii.com
DESIGN PROFESSIONAL INFORMATION:
Name:Adam Volosi k Architect
Mailing Address:528 South Harbor Road Southold, NY 11971
Phone#:(631) 806-2537 Email:avolosik@gmaii-com
CONTRACTOR INFORMATION:
Name:TBD
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
EI New Structure ❑Aciclition LRAlteration DRepair F-IDemolition Estimated Cost of Project:
ROther $150,000
Will the lot be re-graded? F-]Yes i 'No Will excess fill be removed from premises? E]Yes R'No
..............
PROPERTY INFORMATION
Existing use of property: Residence Intended use of property: Residence
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
AC this property? F7lYes No IF YES, PROVIDE A COPY.
171 Check Box ii-ilead' in&' 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.
App,fica, tion Submitted By(print name):Adam Volosilk @Authorized Agent Downer
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Signature,of Applicant. Date.
CONNIE D.BUNCH
STATE OF NEW YORK) Notary Public,State of New York
SS: No.OIBU6185050
COUNTY OF Qualified in Suffolk County
Commission Expires April 14,2
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
N 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
da of 20
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
Kelly Feeney I residing at 471 O Old North Road
Southol, NY do hereby authorize Adam Volosik to apply on
my behalf to the T 'n of Southold Building Department for approval as described herein.,
Owrfer's Signature Date
Kelly Feeney
Print Owner's Name
2
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ABBREVIATIONS SYMBOL KEY ANDERSEN 400 SERIES EXT. - DOOR/ WINDOW SCH. DRAWING LIST QM ,"
U AT MIN.❑ MINIMUM WALL CONSTRUCTION b (
ACOUST.❑ ACOUSTICAL MISc.0 MISCELLANEOUS O QUAN TYPE MANUFACT'R & UNIT No. UNIT SIZE (WxH) ROUGH OPENING (WxH) NOTES ARCHITECTURAL: A-SERIES
A.D.❑ AREA DRAIN MTD).❑ MOUNTED CONSTRUCTION ABOVE ARCHITECT
ADJ US.❑ ADJUSTABLE MTL.0 METAL A 1 EXISTING UNIT RELOCATED V.I.F. A 0.1 COVER SHEET SCHEDULES
DENOTES DIMENSION TO FACE OF _
A.F.F.❑ ABOVE FINISHED FLOOR #❑ MATERIAL ��_��� A 0.2 SPECIFICATIONS 528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537
FINISH, ROUGH OPENINGS(WINDOWS)
ALUM.❑ ALUMINUM N.A.iu NUMBER B 6 DOUBLE HUNG TW20310 2'-1 5/8"X 4'-0 7/8" 2'-2 1/8"X 4'-0 7/8"
OR DOOR SIZES A 0.3 WIND LOAD DIAGRAMS
APPROX.0 APPROXIMATE N.I.C.❑ NOT APPLICABLE
ARCH.❑ ARCHITECT,ARCHITECTURAL NO.0 NOT IN CONTRACT DENOTES DESIRED ALIGNMENTS OF C 1 DOUBLE HUNG TW210410 2'-11 5/8"X 5'-0 7/8" T-0 5/8"X 5'-0 7/8" EGRESS UNIT
BLDG.0 BUILDING N.T.;S.0 NUMBER FINISHED SURFACES OR ELEVATIONS A 1.1 DEMOLITION PLAN
BLK.U BLOCK O.C..❑ NOT TO SCALE D1 2 DOUBLE HUNG W/TRANSOM TW20310-TWT2010 2'-1 5/8"X 4'-0 7/8"-2'-1 5l8"X 1'-0" 2'-2 1/8"X 4'-0 7/8"-2'-2 1/8"X 1'-0 1/2" FRAME TO FRAME MULL
A 2.0 BASEMENT PLAN
BLKG.0 BLOCKING O.D..❑ ON CENTER DENOTES CENTERLINE UNLESS D2 1 DOUBLE HUNG PICTURE W/TRANSOM DHP310310-TWT31010 T-11 5/16"X 4'-0 7/8"-T-1 5/8"X V-0" T-11 7/8"X 4'-0 7/8"-T-2 1/8"X V-0 1/2" FRAME TO FRAME MULL
BM. BEAM O.H.U OUTSIDE DIAMETER OTHERWISE SPECIFIED
BOT.0 BOTTOM OPP'.❑ OPPOSITE HAND � A 2.1 FIRST FLOOR PLAN
u
E 1 SLIDER REPLACE EXISTING UNIT V.I.F. A 2.2 SECOND FLOOR PLAN
B.P.0 BUILDING PAPER PERIM.0 OPPOSITE
BSMT.0 BASEMENT PER;P.❑ PERIMETER SECTION/ELEVATION NUMBER F 1 CASMENT CW135 2'-4 3/8"X T-4 13/16" 2'-4 7/8"X T-5 3/8"
B'TWN.❑ BETWEEN PG.GI PERPENDICULAR 1 A 3.1 ELEVATIONS
CL a CENTERLINE PL.❑ PAGE A0,
DRAWING SHEET NUMBER NOTES: A 3.2 ELEVATIONS
CAB.❑ CABINET PLUIMB.❑ PLATE
CER.0 CERAMIC PLYWD.LI PLUMBING 1. ALL UNITS TO HAVE SCREENS
CL.0 CLOSET PR.LG PLYWOOD DETAIL NUMBER 2. ALL HARDWARE TO MATCH EXISTING
1 CLG.0 CEILING P.S.IF.0 PAIR 3. ALL GRILLES TO BE FINE LINE GRILLES BETWEEN THE GLASS
A0.
DRAWING SHEET NUMBER 4. All GLASS TO BE LOW-E4
COL.❑ COLUMN P.S.ILLI PER SQUARE FOOT
5. ALL DOORS TO HAVE BLINDS BETWEEN THE GLASS
CONC.0 CONCRETE P.T.I❑ POUNDS PER SQUARE INCH 6. ALL UNITS TO BE PRE-FINISHED WHITE
CONST.L.1 CONSTRUCTION PTD).0 PRESSURE TREATED 1O EXTERIOR WINDOW/DOOR NUMBER 7. TEMPER GLASS PER CODE REQUIREMENTS
CONT. CONTINUOUS P.V.'C.0 PAINTED
CPT.0 CARPET QTY'.❑ POLYVINYL CHLORIDE
CTR.LI CENTER RU QUANTITY O INTERIOR DOOR NUMBER
C.V.G.❑ CLEAR VERTICAL GRAIN R.D..0 RADIUS, RISER
D.❑ DRYER REF'RIG.❑ ROOF DRAIN
WALL CONSTRUCTION TYPE
DIA.0 DIAMETER REIINF.❑ REFRIGERATOR 1
DIM.LI DIMENSION REO'D.❑ REINFORCING
DN.❑ DOWN RF.❑ REQUIRED ELEVATION DESIGNATION ABOVE 0'-0"
D.S.0 DOWNSPOUT RM.❑ ROOF DATUM UNLESS OTHERWISE SPECIFIED
DWG DISHWASHER R.0..❑ ROOM
DWG.Li DRAWING SCHIED.❑ ROUGH OPENING 1 AXIS NUMBER
E.I.F.S.0 EXTERIOR INSULATED FINISH SYS ELECT.❑ SCHEDULE CENTERLINE AXIS
ELEC.0 ELECTRICAL SHT.0 SECTION
ELEV.❑ ELEVATION SIM..❑ SHEET
EQ.LI EQUAL SPE:C.0 SIMILAR
EXIST.0 EXISTING So.tu SPECIFICATIONS
F.D.❑ FLOOR DRAIN S.S.LI SQUARE
FIN.❑ FINISH STD).0 STAINLESS STEEL
FLOURU FLOURESCENT STL..0 STANDARD
FLR.❑ FLOOR STO)R.❑ STEEL LEGEND
FLSG.0 FLASHING STRtUC.❑ STORAGE
FOUN.0 FOUNDATION SUSiP.0 STRUCTURAL
FT.Li FEET, FOOT SW..❑ SUSPENDED \/ EARTH
T❑ SWITCH
GA.Li GAUGE TEL-0 TREAD
GALV.0 GALVANIZED T&Gu TELEPHONE
.�•�.``'• CONCRETE
G.C.❑ GENERAL CONTRACTOR T.0..0 TONGUE AND GROOVE
G.W.B.0 GYPSUM WALL BOARD T.O..C.❑ TOP OF GRAVEL
H.B.❑ HOSE BIB T.O..S.❑ TOP OF CONCRETE
HDWRU HARDWARE T.O..W.❑ TOP OF STEEL
HEM.0 HEMLOCK TYP'.0 TOP OF WALL STEEL 1 PERMIT SET 28APRIL2026
HORIZ.❑ HORIZONTAL T.P..0 TYPICAL N0. ISSUANCE DATE
H.M.❑ HEAT MIRROR VEFRT.0 TOILET PAPER DISPENSER
BATT INSULATION RELEASES
H.V.A.C.0 HEATING VENTILATION&AIR CONE ITIONIING VERTICAL
I.D.❑ INSIDE DIAMETER W/ul WASHER SEAL:
IN.❑ INCH, INCHES W.C'.❑ WITH RIGID INSULATION
INSUL.❑ INSULATION, INSULATED WD..0 WATER CLOSET \�.tEREO qRc
INT.❑ INTERIOR W.Hi.❑ WOOD
[�; ���P�PM C VOA°y��
LAM.❑ LAMINATED WIN)D.0 WATER HEATER �`' .,.' "''•'::'.� GYPSUM WALLBOARD
-eF, r t to
LAV.0 LAVATORY W.V1LM.❑ WINDOW T
LB. POUND W/OU WELDED WIRE MESH
-ry :. .
� .., f .. . • ." '' ""� , .� .f N '
L.F.0 LINEAR FOOT XU MASONRY WITHOUT } 3�
LVR.❑ U LOUVER YDAL1 INDICATES TIMES OR BY
MAX.0 MAXIMUM YARD ® �* '�� �32427
BLOCKING
Compliance Ce tic to OP `tr
MECH.0 MECHANICAL ® FRAMING MEMBERS
MFR.0 MANUFACTURER
PLYWOOD Project Information
GENERAL NOTES:
® LAMINATED VENEER LUMBER
Project Title: Old North Road
1.)ANY ERRORS, OMMISSIONS, OR CONFLICTS FOUND IN ANY PART OF THESE CONSTRUCTION DOCUMENTS 0 FINISHED WOOD JJJJJJJJJ Energy Code: 2024 IECC
SHALL BE BROUGHT TO THE ATTENTION OF THE AFRCHITECT BEFORE PROCEEDING WITH THE WORK. Location: Southold,New York
2.)WRITTEN DIMENSIONS ALWAYS TAKE PRECEDEINCE OVER SCALE. DO NOT SCALE THE DRAWINGS. Construction Type: Single Family
3.)ALL CONSTRUCTION SHALL COMPLY WITH THE [LATEST EDITION UNIFORM BUILDING CODE AS ADOPTED AND Project Type: Alteration
Project Sub Type: Other Alteration
ANY OTHER LOCAL, STATE AND NATIONAL CODES, ORDINANCES AND REQUIREMENTS GOVERNING THIS
Climate Zone: 4a(5572 HDD)
CONSTRUCTION. I I Project No: 1859844
4.)VERIFY BOTH EXISTING AND FINISH GRADES WITH THE DRAWINGS. 3"1 3"I 3"I 3"1 All Electric: false
5.)VERIFY ALL BUILDING LOCATIONS AND CONIC. PIAD ELEVATIONS WITH THE DRAWINGS PRIOR TO PROCEEDING. ROOF Is Renewable: false
6.)VERIFY ALL CONDITIONS AND DIMENSIONS AT T-HE JOB SITE BEFORE PROCEEDING.VERIFY ALL FIELD Has Battery: false
Has Charger: false
DIMENSIONS OF EXISTING CONDITIONS.
Has Heat Pump false
7.)ALL DIMENSIONS AND NOTES SHOWN ON ONE PORTION OF A DRAWING SHALL APPLY TYPICALLY TO ALL
OPPOSITE HAND OR SIMILAR CONITIONS UNLESS OTHERWISE NOTED.
8.) DETAILS SHOWN ARE TYPICAL. SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. Construction Site: owner/Agent: AdaDesm Volosik
tractor: PROJECT:
4170 Old North Rd Adam Volosik Adam Volosik
9.)ALL DIMENSIONS ARE TO FACE OF FRAMING UNILESS OTHERWISE NOTED. Southold,New York 11971 528 South Harbor Rd 528 South Harbor Rd
10.)VERIFY ALL ARCHITECTURAL DETAILS WITH THIE STRUCTURAL REQUIREMENTS BEFORE THE ORDERING Adam Volosik Architects Adam Volosik Architects Old North Rd
Southold,New York 11971 Southold,New York 11971
OF OR INSTALLATION OF ANY ITEMS. 2nd FLOOR 6318062537 6318062537
11.)SKYLIGHT LOCATION AS SHOWN ON THE FLOOR PLANS SHALL BE CENTERED IN THE SPACE UNLESS avolosik@gmail.com avolosik@gmail.com Residence
OTHERWISE NOTED.ALL LIGHT FIXTURES ARE SHOWN ON THE ELECTRICAL PLANS. Project Assemblies
12.)VERIFY ALL PRODUCT DIMENSIONS WITH THE (MANUFACTURER FOR PROPER FIT AND INSTALLATION. BATH 3" POWDER ROOM 3" KITCHEN LAUNDRY
Prop. Req.
2" 2 Assembly Gross Area or Cavity Cont. U- U- Prop. Req.
2" Perimeter R-Value R-Value Factor/ Factor/ TC TC
r r
F-Factor F-Factor
Ceiling:Cathedral Ceiling ___
Exemption:Framing cavity Southold NY
not exposed.
LAV. I LAV. I DISH LAV. I I Wall:Wood Frame,16"o.c. --- - - -- -- --
W C I W C I WASHER WASHER p 9 tY
Exem tion:Framin cavi
filled with insulation
1st FLOOR HOWE 1 1/2" 1 1/2" 1 1/2" Window:Wood Frame 182 0.270 0.300 49 55 DRAWING NAME:
SHGC:0.34
CONSTRUCTION
2„ �3' 2„ 3„ 2„ 211
DOCUMENTS
4„ The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.It DOES
CLEAN OUT I NOT provide an estimate of energy use or cost relative to a minimum-code home. COVER SHEET
TO SEPTIC
4" HOUSE TRAP TANK Compliance Statement
I
AND The proposed building design described here is consistent with the building plans,specifications,and other calculations
BASEMENT SLAB CLEAN OUT submitted with the permit application.The proposed building has been designed to meet the 2024 IECC requirements in DRAWING NUMBER:
REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. DRAWN BY: AC\' SET::
A
RISER DIAGRAM Adam Volosik Architect t e 4/l/4/2026 CHECKED BY: ACV
1 ' N-T-S SCALE: 1/4"=1'-0" SHEET:
Name-Title Signature Date 001
CURRENT
Report Title:Old North Road Report Date:4/14/26,8:01 AM 1 of 2 ISSUE DATE: 11-10-2006
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Division #I : General Requirements: Division #4: Carpentry/Wood/Steel: Division #4: (continued) Dwision #8: (continued) Dwision #10: (continued) Division #13: HVAC: (continued)
•'
The followingGeneral Notes shall a to all sections and divisions of the Rough Carpentry/Wood: 8 Handrails and Balustrades: Shall be as Indicated/ Inferred and as per all 5 Screws: Self drillliin corrosion resistant, hills s head I" for base layer; 1 4 All Interior stone, tile, etc. shall be properly sealed with a clear natural I . Furnish and Install all necessary pipes, valves, fittings, strainer, insulation, ARCHITECT
apply 9p g> p p Y p p Y
5pecfications, to the Working Drawings and to the entire project. code requirements. 5/8" for second layer where shown on drawings, electrically driven. max sealer. etc., required to complete the refrigerant and condensate drainage piping,
I All framingshall be done in accordance with the latest edition of "National s acin 24"o.c. gas piping (see below) and combustion air piping.
p 9 528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537
1 The contractor shall furnish all labor, materials, equipment and services Design Specfication for Stress Graded Lumber and Its Fastening" as published 9 Closet shelves and poles: Closets shall have 1 112" diameter chrome rods Division #I I : Plumbing:
necessary and required to complete all work described mi and implied by by the National Lumber Manf. Asso. and 1 2" deep poplar shelves. G Metal trim/corner Ibeads/Jay beads/etc. similar to 200 series, manf. by 2. Use isolation equipment manufactured or supplied by Vibration Mounting,
these specifications and Working Drawings. US Gypsum. Install at: all interior corners and as recommended by manf. I All work shall comply with all applicable state and local codes. All Inc., Mason Industries, Inc. or Amber Booth Co. and guaranteed by the
2 All lumber materials used in the building shall be good, sound, dry material 10 All finish carpentry shall be top quality workmanship. All work shall be true, certificates, approvals and permits shall be obtained by this contractor and manufacturer to prevent the transmission vibrations Into the system and into
2 In order not to delay the work, the contractor shall orider all 5pecf1CCd free from rot, large and loose knots, shakes, and other imperfections whereby level, and smooth and shall be made ready for finishing work. All nails and 7 All drywall walls and ceilings identified as painted shall have a level 4 finish. surrendered to the owner at the completion of the work. the structure. Coordinate the work with allll requirements of accoustical
materials and fabricated Items with sufficient lead time as to ensure the proper the strength may be impaired and of sizes indicated on the drawings. screws shall be countersunk and plugged. All corners shall be mitered. Joint taping and nailhold spackling materials as manf. by US Gypsum. Provide performance.
sequencing of the work. on all Joints, all internal angels and casing bead trim. 2 Hot and Cold water system shall be tested and proven tight under a 3. Supply and return duct connections to air handling equipment to be made
3 All work and workmanship including nailing, blocking, bridging, etc shall hydrostatic pressure of at least a 10 foot column of water for a period of 24
3 The standards Indicated shall apply to the work except when applicable conform to State / Local Code Re uirements. Division #G: Building Insulation/Sealants/Flashin 8 Sound retardant (n,on frying) caulking shall be clear silicone as manf. b hours. with neoprene flexible connections.
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governing codes or regulations are more restricted, in wlhich case such codes General Electric. 4. The Contractor shall provide for sufficient time and instrumentation by
and regulations shall govern the work. 4 Provide Ledger, Blocking, Nailers and Rough Framing Hardware as required. I Building Insulation: Shall be a "Falsh and Batt" system. Glass Fiber Batt 3 Sanitary work shall be tested and proven tight under a test pressure of at skilled technicians to balance all systems to effect maximum operational
Insulation, as manufactuered by Johns-Manville or approved equal. 4" thick in 9 Installation: least a 10 foot column of water for a period of 24 hours. efficiency.
4 In general, manf. recommendations and installation instructions shall be 5 Unless other wise noted, all lumber for roof and floor JOlsts and other walls (R I I), 8" thick in roof (R25), Provide sound insulation batty between all a) Installation shall not be started until windows are glazed and doors are
followed for all materials used in this project. structural members shall be Douglas Fir Larch No. 2 or better with min. second floor Jo1sts. All exterior wall cavities and roofs provide 2" spray Installed unless openings are temporarily closed. Inside temp to be above 50 4 Provide roughing and connections to all equipment or devices supplied by 5. All systems to operate free of vibration and noise objectionable in the
FB-1 500p5i and E-1 .7 psi and shall bear visible grade stamp. applied "Icyene" open cell insulation as per manufacturers recommendations At degreesF. Ventilatedl. other trades. Owner's opinion. All work to eliminate noise shall be provided by this
5 Checking and Scaling Drawings: The contractor shall verify all dimensions cathedral spaces provide ventilation baffle fabricated from 3/4" rigid Insulation Contractor with no expense to the Owner.
shown on the working drawings and will be responsible for the correctness of G All beams,joists and rafters to be set with natural crown up. board (foil faced each side. b) Gypsum board shall be fastened in horizontal position securely to studs 5 Furnish and install exterior sill cocks (bibs) with recessed seat (anti-freeze),
the setting of the "work". The contractor shall not "set" work by"scaling" the with screws specified.. Place boards with min amount of Joints. Where free Josam Series 1400-NF, or approved equal. G. Defects developing in the Heating t ventilation systems within one year
drawings. He will follow dimensions rather than scale. AIII dimensions shown 7 Provide double jOIsts and headers around all roof openings and parallel 2 Vapor Barrier: All interior spaces shall be sealed on the Inside face of ends occur between s>tuds, etc. back blocking shall be Installed. after forma acceptance of the job shall be corrected by the Contractor
to be "verified" or "confirmed" shall be verified in the field.. walls unless otherwise noted on plans and details. framing members with a kraft paper vapor barrier as manufacturered with batt G Coordinate all work and all locations with owner. without charge to the Owner, except as follows:
insulation. c) Drywall construcction with defects of such characters that will mar the
G All work shall be inaccordance with all applicable building codes and 8 Unless otherwise noted provide a (3) 2x 10 minimum header where rough appearance of firnshed work, or which Is otherwise defective, will be rejected 7 All soil, waste and vent piping above ground shall be schedule 40 PVC or 7. Guarantees to be provided:
regulations of the governing town and state. The contractor shall not do any opening does not exceed 3'-0". Sealants: and shall be removed ,and replaces at no expense to the owner. approved equal.
work which Is in violation of these codes. 8. Heating system - I year plus'any time to include a full heating season
9 Plywood subfloor shall be Warmbaord-5. Fasten with panel I One part silicone sealant, in color as selected by owner, at all exterior Tile Work: 8 Insulation: All hot and cold piping shall be insulated with glass fiber (November I st to April I st).
7 The working drawings and specifications are to be considered as adhesive and 2 314" screws or ring shank nails as specified by your design frames in contact with cement, plaster, concrete, wood, etc. and at joints insulation in molded sections 112" thick with factory applied 4 ounce canvas
cooperative. Any work showen in the drawings, but not described in the professional or 115ted in our ICC-E5 report. Apply common sense when sizing and locations noted on drawings. I The contractor shall) prepare the tile areas and install the tile which shall be jacket. 9. Zoning:
specifications, or visa-versa, or any work within the limits of the drawings and fasteners for Truss and I-Joist systems, and select a fastener to grab as supplied by the owner-. First Floor Zone I
specifications, is to be considered as part of the contract and shall be much flange as possible. DO NOT size a nail or screw that will 2 Filler: Filler material shall be closed cell, compressible, resilient, free from 9 All hot and cold piping shall be PEX. Provide shutoff valve for all branches
executed by the contractor. penetrate the bottom side of the flange. The nailing pattern shall follow the tar, asphalt, oil, or other foreign substances. Filler shall be approved 2 The contractor shalll verify the quantity of tile needed and shall receive, 1/2" or larger or at all fixtures, including icemaker. Heating/Cooling connect to existing system
AFA (American Panel Association) recommends a 1 2" inside, G" edges pattern. expanded polyethylene form in rod shape. store and inspect the tile delivery. Second Floor Zone 2:
8 The contractor shall be responsible for debris removal). 10 Hot Water Heater: Re-use existing hot water heater. Heating/Cooling - connect to existing system
10 Material used for wall and roof sheathing (where required) shall be APA 3 Caulking primer shall be non staining primer as recommended by the caulking 3 The contractor sha II supply all other materials, labor, and tools required for
9 The contractor shall be responsible for all the methods and means of reated sheathing 5/5". Index stamp shall be visible on all sheets. All edges compound manuf. the tile work including grout (color as selected by owner) setting beds, etc. I I Plumbing Fixtures and Fittings:
Construction necessary and required for carrying out the work. shall be supported on 2x blocking. Nail material at G"o.c. at panel edges and and shall clean and 5COI all tile areas at the completion of the work.
1 2" o.c. at intermediate supports; with GD nails, allow 1/8" spacing at panel Flashing: a) Provide and Install fixtures and fittings as selected by owner for locations
10 The contractor shall provide and execute all shorings„jackings, bracings, ends and 114" spacing at panel edges. All work shall conform to the 4 All floor the shall be laid in a setting bed (mud job) and wall tiles In shown on plans. Provide cuts to the owner and verify Items with the owner
etc. required to accomplish the work. The contractor shall be responsible for recommendations of the American Plywood Association. I Ail building flashing Indicated and required shall be aluminum coil flashing. bathrooms are to be Laid by Thinset Method. prior to ordering.
the design and execution of these Items.
I I Unless otherwise noted,joist hangers, framing anchors, rafter anchors, 2 For other flashing and waterproofing materials see details. Stone Work: Division #1 2: Electrical:
and cross bridging shall be minimum 18 gauge prime galvanized steel as
ations and conditions with the Owner and the Architect before proceeding. manufactured by TECO, Simpson, or approved equal. Special nails as supplied 3 The contractor shall provide pan flashing and counterflashing at all I All work shall conform to and be in accordance with all applicable codes
by manufacturer shall be used for required nailing. penetrations of roof and exterior walls at windows and door heads and at I . Bath Counters to be 3/4" thick Caesar Stone, - material TBD. Including Fire Underwriter's Specifications. Provide Fire Underwriter's
Excavation and Grading: door sills and at all other areas indicated and required by good construction. Approval for all required stages of construction.
12 Provide N" bridging or solid blocking 8'-0" minimum o.c. bottom ends of
I Investigate foundation conditions of construction, to Stee if they meet bridging shall not be nailed until after subfloors and partitions above are 4 Elastomeric Flashing: Provide and Install Elastomeric Flashing as manuf. by Misc. 2 Furnish and Install all light and power wiring services, equipment, conduits,
assumed conditions. constructed. WR Grace and Co or approved equal @ Roof Eaves as indicated and all valley/ outlet boxes,junction boxes, pull boxes, floor boxes, wiring devices, dimming
ions as required and prepare detailed expansion, if requiried, report. roof intersections for a min of 3'-0" coverage each side of break. I Bathroom Accessories: Install Bath Accessories as per Architect. devices, and cover plates for a complete working system.
13 Wood plates and sill in contact with concrete foundation walls and Contractor responsible for Installation.
Division #3: Masonry concrete slabs shall be pressure treated. 3 Lamp all fixtures at completion of job.
Dwision #7: Exterior Windows and Doors/ Interior Doors: 2 Provide chrome shower curtain rods at all shower locations - Contractor
Concrete and Foundations: 14 All pressure treated wood shall be "ACQ"or approved equal. installed. 4 Furnish and install all required wiring and electrical connections to all HVAC
I All windows and doors shall be Andersen 400 Series. Installed per Equipment, Appliances, and all other Electrical Devices supplied by the other
I See Structural Plans, Notes, and other Details, for Corncrete Slabs, Slab 15 All joists, beams, trusses, or rafters, which are flush framed, shall be manufactures recommendations. Division #9: Cabinetr)y: Note: Provide allowances for Bathroom vanity. trades.
Pitching, and other foundations and structural conditions., connected with approved type galvanized metal joists or beam hangers.
2 Contractor shall confirm and check all RO Sizes, Frame Sizes, etc. prior to I All work shall be in accordance with all applicable local and state codes. 5 Provide and install empty conduit lines and junctions as directed in field by
2 Concrete: No concrete shall be poured subject to freezing conditions or I G Provide a minimum of two studs at end of all beams and headers if no ordering. owner/architect. Leave a drag wire in all such areas.
on frozen ground. All footings shall be formed to meet 511ze5 indicated on posts are specified on Structural Plans. 2 The contractor shalll supply all labor and materials to do all work shown,
drawings and details and should rest on undisturbed soli i/a minimum of 3'-G" 3 Interior and Exterior Wood Trim/Casing Trim/ Extension Jambs/51115/etc. described and required to accomplish all the work Indicated on the drawings. G Electrical Fixtures/Devices/ Etc. Provide and Install all recessed electrical
below grade. Twenty-eight days comprehCnswe strengths for concrete shall be 17 Inflitration Barrier (Membrane): Provide and Install Henry Blueskin SA at all shall be supplied and installed by the contractor as required. Profiles/ Details and in these specs. fixtures, devices, etc. Ali decorative fixtures and sconces to be provided by
as follows: Footings 3000p51, Slab on Grade 4000p5I, Walls 3000p51. New exterior walls and as per manufacturers specifications. to match existing submit samples for Architect approved. owner.
Slab areas on grade shall be 4" thick stone concrete with) WWF GxG WI .4 X 3 The contractor shalll verify all field dimensions and locations. The 1 PERMIT SET 28APRIL2026
1 .4 over G" 3/4" gravel bed. Provide G mil Polyethylene \Vapor Barrier under 18 All bolts shall be made from steel which satisfies the requirements of 4 The contractor shall supply and install all Interior Doors as per plans. The contractor shall follow, dimensions shown on drawings and shall not set work by 7 Coordinate work and locations with owner/architect. NO. ISSUANCE DATE
slab. Slab shall be finished in accordance with ACI Standards 3 18,304,and ASTM-A307-8GA "Standard Specificaton for Carbon Steel BOlts and Studs, contractor shall supply and install all hardware as selected. Hinges shall be scaling the drawings.
310. GO,000p5i tensile strength". Bolts shall be inserted in holes with a diameter included. All interior doors shall be as Manf by Simpson, architect shall 8 All wiring shall be run concealed, except in basement area. RELEASES
I/I G" larger then the bolt diameter. The end distance, edge distance, and approve prior to ordering. Provide cut � spec for approval, 4 The contractor shalll supply complete shop drawings.
All reinforcing bars shall be billet steel conforming to ASTTM AG 15, grade GO. spacing of bolts shall be as shown in the details. 9 All work under this section shall include cutting necessary to Install the
Ties and stirrups must be grade 40. All welded wire meE5h (WWF) shall 5 The contractor shall provide rough openings/casing trim/stone saddles/ 5 All work shall be toip quality cabinetry/carpentry work and all materials shall electrical work and to make same come together with the work required under SEAL:
conform to ASTM A 185. All vertical surfaces of concretie shall be formed for 19 All lag screws shall be made from steel which satisfies the requirements of 5/4 Jambs, etc as required. All doors shall be painted. be new. Exposed edges to have typ solid hardwood edges. other operations involved in the construction. All cutting shall be done in a �,��RED qq
walls. ASTM A307-8GA. Lag screws shall be Inserted in lead holes as follows: 1 . neat workmank like manner. \5 �M C. V
The lead hole for the shank shall have the same diameter and depth of Division #8: Interior Finishes: G All wood to be paunted shall receive sealer/ prime coats in the shop and lV p O
Reinforcing steel shall be placed to provide the following minimum concrete penetration as the shank., 2. The lead hole for the threaded portion shall finish coats applied in the field. 10 Cleaning: All equipment installed shall be wiped clean of all dust and
cover: Slab on Grade 1 112", Walls 2", Footings 3". The contractor shall have a diameter equal to 1/2 the shank diameter and a depth equal to the I All Gypsum Drywall work shall conform strictly to the standards of the debris. All temporary stickers, labels, and markings, shall be removed before
verify all drawings for coordination between trades and pirovide and or install length of the threaded portion. Gypsum Drywall Construction Handbook by US Gypsum Company. 7 Hardware: All doorrs shall be hung on concealed type (Eurppean or equal) final acceptance.
anchors, mserts, sleeves, hangers, etc. required for varnous trades. hinges, all drawers shaall have full extension ball bearing slides (Grant#328 or
20 See Typical Wall Details and Specifications and other Details for other 2 All Drywall products shall be as manf. by US Gypsum Co. Accuride #3025 or better), adJustable shelves to be held by recessed hubs I I . Contractor Is to verify existing service and report to owner/architect (P
3 Provide damproofing at foundation wails and slabs/as per details and per requirements and materials. and hanger clips, all doors and drawers shall have pulls as provided by the prior to performing any$ all work. Verify existing electrical service is adequate '9T 03242'i Q�
code. 3 Gypsum Board: "Imperial Gypsum Sheetrock" with tapered edges, 5/8" Owner. for new electrical installation.
Structural Steel: thick (both walls and ceilings). Finlshed surface to be skim coated. Follow �F NEw
U.S.G. Specifications and recommendations. Plaster shall be painted. Division #10: Painting] and Finishing: DIVISIOn #13: HVAC:
I All steel shall satisfy the requirements of the following:
A) 5tructual shapes, tees, and plates, ASTM A992 B) Pipe ASTM 4 Gypsum Board at bath and lavatories shall be the moisture resistant type, General HEATING, VENTILATING � AIR CONDITIONING EQUIPMENT: HVAC system to
A501-84 with impregnated face paper. Treat cut surfaces of moisture resistant board be a combination of heat pumps and split units as per schedule/plans and a
C) Square and Rectangular Tubing ASTM A500-84 as recommended by the manf. I All colors shall be a!s selected by the architect. Samples for all colors, conventional system per schedule/plans.
paints, and finishes shall be prepared by the contractor for the owners
2 All members shall have their surfaces prepared as follows: 5 Use 5/8" Wonder Board at all wet areas. approval. All trim to have a gloss finish. All walls and ceilings to have a flat I . All HVAC bids shall include heat Ions/gain calculations to confirm equipment
A) Remove all visible oil and grease using solvent cleaners before hand or finish.
power tool cleaning. sizing.
B) Remove all loose milli scale and rust using hand or power tool wire 2 All painting and finishing shall be performed and all surfaces prepared for 2. The Contractor shall provide offsets in piping and duct systems to avoid
brushing. painting and finishing in strict accordance with manf. recommendations and structural, architectural, plumbing and electrical interferences whether or not
C) Remove all dirt and dust by brushing or vacuum cleaning. specifications. All nevw surfaces and altered existing surfaces shall be properly indicated. Coordinate all grille, register, and diffuser locations with
D) Apply shop paint or rust preventative coatings as specified. prepared to receive tine finish. architectural drawings.
3 All steel members, except as noted, shall receive one shop coat of paint to 3 All paint to be BenJlamin Moore, 3. All systems shall be installed to assure absolute quiet operation and to
a minimum dry film thickness of 1 .5 mils. The paint to be used shall satisfy the prevent noise transfer from space to space.
requirements of the Steel Structures Painting Council. 4 All paint, pigments„ oils, etc. shall be of "first line quality", requiring no
addition of thinners or~ other vehICles, and shall be delivered to the site in 4. All supply register and return grille locations shall be confirmed with
4 All fabrication and erection of structural steel shall satisfy the "Spec for manf. sealed and labelled containers. All products shall be oil based Unless Architect and owner prior to installation.
design, fabrication and erection of structural steel for buildings" and the "Code otherwise noted.
Of standard practice for steel buildings and bridges" by the American Institute 5. Duct work shall be galvanized steel sheet metal main trunks and shall
of Steel Construction. 5 Hardware, hardware accessories, machined surfaces, plates, lighting conform to ASHRAE and SMACNA standards for residential installation, 1055
fixtures and similar iterms in contact with painted surfaces and not to be Gth Edition, and all New York energy code requirements.
Finish Carpentry: painted, shall be removed, masked or protected prior to surface preparation PROJECT:
and painting operationls. G. Ducts shall be suspended with galvanized sheet metal supports fastened as
1 See plans, and details for other work and materials. required from the structure on a maximum of 4' centers. Included turning vanes Old North Rd
in all square throat 90 degree elbows.
2 Exterior Siding: Hardie Shingle straight edge panel - light mist Interior Flrrishing:
7. All supply trunk duct shall be Insulated, using I" thick fiberglass with hard Residence
3 Exterior Trim: Trim pieces, as indicated, shall be Versa Tex (or equal PVC 1 Walls and Ceilings: All gypsum wallboard surfaces shall be painted: one matte surface and shall be attached to the duct work with pins and adhesive.
trim) and match the existing material in dimension and profiles as indicated/ prime coat/two finish coats of flat finish.
inferred by drawings and as approved by Owner/Architect approved. 8. All return trunk duct shall be acoustically lined, using 112" fiberglass with
2 Wood: Unless otherwise noted, all wood surfaces shall be painted: one hard matte surface in a conditioned space; I" fiberglass with hard matte
4 Interior Wood Floors: 2" thick white strip oak flooring. prime coat/two finish coats of semi gloss finish. Cabinetry to be field surface in an unconditioned space, and shall be attached using pins and
painted shall be primecd by cabinetry subcontractor and finish painted in field: adhesive.
5 Interior Wood Trim: All interior trim, including window trim, door trim, finish with 2 coats of Seml gloss finish.
baseboards, etc. shall be milled from solid poplar, select clear grade. All 9. Basement branch lines shall be 30 ga. galvanized steel, unless house
crown style trim to be MDF. All profiles and details to match existing and construction does not permit It. Attic branch lines may be insulated flexible
pp y type duct, class I air duct UL 18 I approved, not to exceed more than 15' Southold NY
submitted fora royal b Architect.
per run. ,
10. Volume dampers shall be Installed in all branch lines where accessible.
1 1 . Provide flexible duct connectors on both supply and return trunks at air DRAWING NAME:
handlers, using Duro Dyne connectors.
12. Floor registers in wood flooring shall be white oak, unfinished, by CONSTRUCTION
Woodworks. DOCUMENTS
13. Floor registers in stone shall be brushed aluminum. T T_7
14. Return grilles shall be Hart $ Cooley#RH-45 louvered grilles. COVER SHEET
SPECIFICATIONS
DRAWING NUMBER:
DRAWN BY: ACV SET:
CHECKED BY: ACV A
SCALE: 1/4"=1'-0" SHEET:
CURRENT 0 *2
ISSUE DATE: 11-10-2006
NAILING SCHEDULE
Joint Description Nail Sizes Nail Spacing
ROOF FRAMING
Rafter to Top Plate(Toe-nailed) 3-8d per rafter
Ceiling Joist to Top Plate (Toe-nailed) 3-8d per joist SIMPSON LSTA — 20 GAGE RIDGE STRAP ALL ROOF RAFTERS
Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap
Ceiling Joist Laps over Partitions(Face-nailed) 4- 16d each lap
Collar Tie to Rafter(Face-nailed) 2-8d per tie X 6 TIE @ EACH RAFTER IN
Blocking to Rafter(Toe-nailed) 2-8d each end LIEU OF STRAP.
Rim Board to Rafter(End-nailed) 2- 16d each end
WALL FRAMING ICE SHIELD UNDERLAYMENT REWIRED
Top Plate to Top Plate(Face-nailed) 2-16d' per foot �'o URRICANE CLfP
Top Plates at Intersections(Face-nailed) 4- 16d joints-each side T P.
Stud to Stud (Face-nailed) 2-16d 24"o.c. `-A
Header to Header(Face-nailed) 16d 16"o.c. along edges
Top or Bottom Plate to Stud (End-nailed) 2- 16d per 2x4 stud ALTERNATE POSITION
2- 16d per 2-x6 stud OF HURRICANE CLIP.
2- 16d per 2x8 stud USE SIMPSON H3
Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face-nailed) 2- 16d" per foot
FLOOR FRAMING
Joist to Sill , Top Plate or Girder(Toe-nailed) 4-8d per joist SIMPSON H2 HURRICANE CLIP UST37 METAL STRAP
Bridging to Joist(Toe-nailed) 2-8d each end NAILED FROM RAFTER TO STUD. ROVIDE 8d COMMON NAILS @ @JACK POST
Blocking to Joist(Toe-nailed) 2-8d each end TYPICAL ALL RAFTERS. (5) 8d 4" O.C. AT EXTERIOR EDGE OF W/(4) 8d NAILS @ 48"
Blocking to Sill or Top Plate(Toe-nailed) 3- 16d each block NAILS EACH END. ALL SHEATHING EACH END TYP.
Ledger Strip to Beam (Face-nailed) 3- 16d each joist
Joist on Ledger to Beam (Toe-nailed) 3-8d per joist
Band Joist to Joist(End-nailed) 3-16d per joist
Band Joist to Sill or Top Plate(Toe-nailed) 2- 16d' per foot APA RATED PLYWOOD TP
EXTEND TO TOP OF TOP PLATE
ROOF SHEATHING 4) Sd NAILS
TYP.
Structural Panels 8d 4"o.c. perimeter zone JACK POST.
other 6"o.c. edges of MST27 @ STUDS
panel , 12"o.c. interior W/ (4) 8d NAILS
of panel @ 48" O.C. EACH END TYP.
FLOOR JOIST
CEILING SHEATHING
Gypsum Wallboard 5d 7"edge/10"field DOUBLE TOP PLATE \,--PLYWOOD SHEATHING TO COVER
LAP BOX BEAM TOP AND BOTTOM HEADER
WALL SHEATHING 2 X 6 @ 16" O.C.
IMPSON MST27
Structural Panels 8d (see table 3.9) STUDS 1 1/2" WIDE — 20 GAGE
Fiberboard Panels
METAL STRAP @ 48" O.C.
7/16" 6d 3"edge/6"field MAXIMUM.
25/32" 8d 3"edge 16"field
TO STUD
RAP
Gypsum Wallboard 5d 7"edge/10"field W/T(4) 8d NAILS
Hardboard 8d (see table 3.9) OP OF
Particleboard Panels 8d (see table 3.9) SIMPSON MST27 1 1/2" WIDE FOUNDATION
Diagonal Board Sheathing WRAP & NAIL STRAP
1"x 6"or 1"x 8" 2-8d per support (4) 4d NAILS — 20 GAGE METAL STRAP @ 48" O.C.
1"x 10"or wider 3-8d per support AROUND SILL PLATE
+ 12" FROM EACH CORNER WRAP NO. ISSUANCE DATE
AT ANCHOR BOLT AROUND SILL PLATE. ROVIDE (4) 18d RELEASES
FLOOR SHEATHING NAILS INTO SILL PLATE.
' ERE°
Structural Panels '� FLOOR JOIST SEAL: �S� q9c
AIL SHEATHING TO SILL PLATE M C. V
8d NAILS @ 4 O.C. ' Q' P O
1"or less 8d 6"edge/12"field w QP O�
greater than 1" 10d 6"edge/6"field
(2) # 5 REBAR M a DD D D V V Dp •p D D p ODp a D V .DDDD 0 DDa D V DODO p D♦ DD D•'DD D D °DD
Diagonal Board Sheathing �D 2 X 6 SILL PLATE p0'p D D D D D D D °D C D_ 0 D DDDD ° D♦ DD p p D D D •
1 x6"or 1"x8" 2-8d per support D p Dp 0 . D D O D DD •p D D D D °DD p D♦ D ° p Dr VD V 9 °DD •.D >DDp p
pp p ACO TREATED. p D •p ,p DD .p O D a D p D'° ♦ D 0 D p D D p DO p .D p a p D p D -
il p o D ..p DD DD♦ DDD DD D ° ♦ Dp ° pD ° D♦ pDO DDD 0 DD Dp D ♦ D D op V.° °• Dp D° OD pD♦ D DOD
1 x 10"or wider 3-8d per support p p D D N
D p ^ D o p D ♦ D D D p ° ♦ p 0 p D p D p D D D D D D ♦ D D D ° ♦ p ° p D p D
1 _ SEE FOUNDATION DWG. D DpC DODpp D..,DD♦ DpD D.o Dp 0 V♦ D•O V'D •.p'oO D p DODDp D pD• DDp DD ..pa° °♦ DDD° CDD D♦p D .D Dp •°D�D
V p .. D p p o p.0 ♦ D 0. V D D D D D: D 9�,
•pp ° )f ff ff V °♦ pD:DV °D DD• D' p ODD° ° DD♦,pp.° PpDD p'° D♦ DD'D D V'DD ♦pp D D V D ° 'DD• D .p DDDD p..DD•.p .0 �D_p D,p�p D• DD p
32427
Nailing requirements are based on wall sheathing nailed 6"'on center at the panel edge. If wall sheathing is nailed D D /8 X 12 A.B. @ 48 O.C. D D 'F P
FOR DESIGN D D ♦ D D D p p . ♦ p 0 D p ' D ..° p o. . D D D ♦ D .. D D D °. ♦ D ° D 0 D♦ D .° . D
3"on-center at the aneled edge higher shearca accities, nailing requirements members shall ° p D D °.:'; •P ° DDDD p DD.p D pD ; p' P °Dp D p DD' p ° D ° DDDC p p• pp p ? DD ° 'P D'Q..D'0DD • NEW
p 9 9 p 9 q D.; W/ FENDER WASHER. V . D p _ D p_ p, p D p D, p D D D ♦ p ,'
be doubled , or alternate connectors , such as shear plates;, shall be used to maintain the load path. ^ D D ° • D V. D p D p D D p D p D < I. D D p • D 0 p p D p
°Dp°< D DD♦ D 'O .DDDD° p pp♦ DD 0 .D.DpDp 0 .� Da DD p D °pD •,0 p DDD_D °D DDa'D � DDDD.° OD♦ DD ° °DDDD p D•.DD D D °Op •0
2 When wall sheathing is continuous over connected members, the tabulated number of nails shall be permitted to
be reduced to 1 - 16d nail per foot.
SECTION DIAGRAM ELEVATION DIAGRAM
DESIGN CRITERIA:
GROUND SNOW LOAD-45 PSF. WEATHERING-SEVERE HOLD DOWN AND SHEAR CONNECTION CRITICAL PATH
FIRST LEVEL -40 PSF. L.L. FROST LINE DEPTH-36"
LIVING AREAS -40 PSF. L.L. TERMITE-MODERATE TO HEAVY
BEDROOMS -30 PSF. L.L.
DECAY-SLIGHT
WIND SPEED - 130 MPH
SEISMIC DESIGN CATEGORY-B ICE SHIELD UNDERLAYMENT REQUIRED-YES
ttf
° 4 ° ° PLYWOOD SHEATHING
2 X 6 STUD WALL STA 15-20 GAUGE
STRAP TO STUD METAL STRAP @48" O.C.
0 0 W/ (4) 8d NAILS + 12" FROM EACH CORNER
WRAP AROUND SILL PLATE. USE
WINDOWS - GLAZED OPENING 2 X 6 TREATED (4) 8d NAILS INTO SILL PLATE.
h h SILL PLATE PROJECT:
NAIL SHEATHING TO SILL
FOR NEW CONSTRUCTION , EXTERIOR WINDOWS MUST BE PROTECTED VIA GLAZING MEETING 0 < 10 0 PLATE USING 8d NAILS @ 4" O.C. Old North Rd
THE LARGE MISSILE TEST CERTIFICATION OF ZONE II ASTM E 1886-97 AND ASTM E 1996-99 0 0 (2) #5 REBAR CONTINUOUS
OR VIA STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED. NEW STRUCTURES ° a ° 10 < 0 < 30 ERMITE SHIELD AND
SILL SEAL. Residence
LOCATED WITHIN ONE (1) MILE OF THE MEAN HIGH WATER MUST HAVE GLAZING CONFORMING ° ° ° 5/8" DIA. x12" A.B. @48"
TO WIND ZONE III, MISSILES DEFINED IN PARAGRAPH 6 OF ASTM E 1996-99. GLAZING CONFORMING GABLE ROOFS O.C. — TYP. +12" FROM 10 GRADE 6" MIN. BELOW
HIP ROOFS 7
EACH CORNER. W/ FENDER WASHER.TO WIND ZONE II, MISSILES CAN BE USED AT A DISTANCE GREATER THAN ONE MILE OF THE COASTLINE. 0 � 10 0 PROVIDE Sd COMMON NAILS @ 4" O.C. a .' TOP OF CONC.
AT HIGH PRESSURE ZONE. 4
@ 6" O.C. AT ALL OTHEIR PORTIONS OF THE • `�i
PROTECTIVE PANELS TO BE PROVIDED FOR ALL AREAS BY: ° ° ° ° ROOF TYP.
A-CLEAR SHIELD HURRICANE+SECURITY PANELS-631 -287 5060 ° ° WATERPROOF ALL
OR 1/2" EXPANSION SEAL < • URFACES BELOW z Southold, NY
B-QUICK GUARD STORM PANELS. 631 -287 5330 GRADE (TYP.)
OR 8" o
C-PLYWOOD PANELS AS PER CODE 4" CONC. SLAB
t
W/6X6 J10/110 WWM M DRAWING NAME:
PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSILE TEST OF 1, CONSTRUCTION
ASTM E 1996 AND OF ASTM 1886.AS NOTED IN 2015,International Residential Code. PROVIDE 8d NAILS @ 4" O.C. AT PERIMETER INTERIOR 2" X 4" KEYWAY
° ° 10 0 0 < 45 0 PORTIONS OF PANELS IN HIGH PRESSURE ZONES. ° ' p . D • D D DOCUMENTS
J5 REBAR
COVER SHEET
° ° NOTE : ° = 4 FT. IN ALL CASES (2CONTIN000S D♦ DD Dp
° Dp Dp p D•
GABLE ROOFS WIND DIAGRAMS
X 16 PC. FTG. SET ON
10 0 0 < 45 0 UNDISTURBED SOIL
DRAWING NUMBER:
SET 36" BELOW GRADE DRAWN BY: ACV SET:
NAILING DIAGRAM FOR COMPONENT AND CLADDING PRESSURE ZONES FOUNDATION SECTION DIAGRAM CHECKED BY: AC\T A
SCALE: 1/4"=1t-Off SHEET:CURRENT093
ISSUE DATE: 11-10-2006
. I "
A d
orn�
ARCHITECT
528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537
171
SALVAGE WINDOW REMOVE EXISTING REMO EXISTING
FOR REUSE WINDOW WIND
REMOVE EXISTING
RAISED BRICK HEARTH
REMOVE EXISTING
STAR AND HANDRAILS
GENERAL DEMOLITION NOTES:
• REMOVE ALL EXISTING FLOORING MATERIAL
• REMOVE ALL INTERIOR DOORS&JAMBS
REMOVE EXISTING
WINDOW
2 BUILDING PERMIT 28 APRIL 2026
1 CLIENT REVIEW 07 MARCH 2O26
NO. ISSUANCE DATE
RELEASES
REMOVE EXISTING
WINDOW
SEAL:
REMOVE ALL EXISTING �C� A RC.�o9 y/
REMOVE CABINETS, FIXTURES&APPLIANCES Q P� O c
STEPS
REM VE ALL EXI T NG
CABI ETS&FIXT RES N�
9�F �32427 P`E
REMOVE HALF WALL NE\N�C
REMOVE XISTING
WASHER DRYER
REMOVE STEP
REMOVE EXISTING REMOVE EXISTING REMOVE EXISTING
DOOR WINDOW REMOVE ALL EXISTING WINDOW
CABINETS&FIXTURES
REMOVE EXISTING REMOVE EXISTING
DOOR UNITS WINDOW PROJECT:
Old North Rd
Residence
WALLS TO BE DEMOLISHED
REMOVE EXISTING Southold, NY
WINDOW
DRAWING NAME:
First Floor Plan
Demolition Plan
N DRAWING NUMBER:
DRAWN BY: SET:
0 5' 10, 20' CHECKED BY: /�1
SCALE: 1/4"=V-0" SHEET:
PROJECT No 1 1
rr
ARCHITECT
528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537
COVERED PORCH ABOVE
UP
APPDX.POST LL v APPDX. POSITco
—
LOCATION x O LOCATION — — —
FROM ABOVE FROM ABOVE — — — -I
�tn lay
- - -
w �- 2 BUILDING PERMIT 28 APRIL 2026
EXIST.2")X10" DROPPED BEAM 1 CLIENT REVIEW 07 MARCH 2O26
NO. ISSUANCE DATE
J 7NEW
RELEASES
EXISTING SLAB ON GRADE 2"X8" FJ NEW 4"X4"STL. EXT.COLUMN 4"X4"S7TL. EXT.COLUMN EXT.COLUMN
@16"O.C. COL. COL.
sEAL: '��RED A
F- 2'X2'X12" DEEP 2'X2'X12" DEEP �5 9C
P.C.FOOTING P.C.FOOTINGpPM tv/0—
P.C.(3)#5 REBAR W/(3)#5 REBARNEW CMU
WALL UNDER FRAMED EACH WAY EACH WAY * s^F
WALL ABOVE
EXISTING BASEMENT �
9�F �32421 P�
SOP NEW -1
EXISTING CRAWL SPACE
PROJECT:
Old North Rd
Residence
NEW CONSTRUCTION
Southold, NY
DRAWING NAME:
Basement Plan
N DRAWING NUMBER:
DRAWN BY: SET:
0 5' 10' 20' CHECKED BY: A
1 r7=7 SCALE: 1�4"=1'-0" SHEET:
PROJECT No 2 , 0
SSEMBLY/PARTITION TAGS: ARCHITECT
528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537
EW-01 2"X6" STUDS @ 16" O.C.
W/ R21 BATT INSULATION
z" PTD. GWB ON INTERIOR
IW_pi 2"X4" STUDS @ 16" O.C.
z" PTD. GWB ON INTERIOR
SCHEDULED ITEM TAGS:
07 WS-01 EXT. WALL SIDING 01:
MATCH EXISTING PATCH
IN AS REQ'D
07 ST-01 STONE 01:
MASTER BATHROOM
SHOWE BENCH & SHOWER CURB
07 WS-01 WOOD SIDING 01:
MATERIAL AND COLOR TO
MATCH EXISIT. HOUSE
09 WB-01 WALLBOARD 02:
EXISTING;COVERED PORCH 112" GYPSUM WALL BOARD
(UNALTERED) LEVEL 4 FINISH
09 P-01 PAINT 01:
31/2" V-101/8" 31/2" 1 COAT OF PRIMER-BENJAMIN MOORE
7'-3 1/8" 8'-4 5/8" 3'-11 1/2" VIF '-0 1/2" 9'-5 1/2" 2 COATS OF PAINT-BENJAMIN MOORE
09 F-01 FLOORING 01:
WOOD FLOORING
O O
09 T-01j TILE 01:
s e� BATHROOM FLOOR TILE
° zi I 2X6 SOWR C 100
m o al ENTRY I 0 09 T- 22 TILE 02:
°I 09 FL.-0! CLOSET SHOWER FLOOR TILE
BATHROOM O
NEW HEARTH IW-01 HANDRAIL CABINET / B
TO MEET N 09 T-03 TILE 03:
L) TO MEET MUDROOM 8 8 BATHROOM WALL TILE
NYS CODE 2 X 6
n c NYS CODE LAUNDRY
w X 1'-4" 09 FL-01
PROPOSED COUNTER 7 SHOWER ENCLOSURE:
WOOD � 10 GL-01
F o m 112" TEMPERED, STARFIRE GLASS
STAIR
i» WITH CR LAWRENCE HARDWARE
DRYER WALK IN CLOSET B
STEEL FIRE-RATED DOOR z DINING ROOM LU zI I — — 09 FL-OI O
W/SELF CLOSING HINGES 2'_ 1/2" � � W� � � rrnn
5 09 FL-01 ��,� oI I I WASHER CLOSET 2 X 6 q
31/2"X14"ANOTHY POWER BEAM (2)2"X10" DN (2)2"X10" rc' M 2 BUILDING PERMIT 28 APRIL 2026
EXISTING GARAGE - - - - - - - - - - - - - -` = TL - - -F—
1 CLIENT REVIEW 07 MARCH 2O26
0 8 8 NO. ISSUANCE DATE
d 3 X 6 14'-1 3/4" 3'-11 1/2" 2 X 6 I 12s 66 0
3 1/2" ;� SAS' ) � `�'S IW-01 C `" RELEASES
TRIPLE POST TRIPLE PQ5j
r,
MASTER BEDROOM SEAL:
_ 09 FL-01 ,� Q,49C
tau F_ -1 F -1 1 W-01 ��-Q$� �5 C.Vp 'S'l
NEW STEPS REFRIG U IW-01 ��QOPM 1p��
ISLAND
1109 FL-01
- .. ., - ♦ /
v KITCHEN COUNT R 6WD8.
09 FL-012 X 6
I _ �
9� 032421
OF NE`N
RELOCATED ) S• — — .;RAN"GE`
-S.W 0
EXSIT. DOOR r (2)91/2"LVL
—e. DN
O — � —GOUNTE� - - - - - + - - - — — — O � O
m
1'-7" VIF '-1 1/2" 01
10
LIVIN ROOM
09 FL-01
I
PROJECT:
E }
- - - - - - - - -I- - - - - - - - - Old North Rd
i
i Residence
FEE
S O D2 D1 Q NEW CONSTRUCTION
O
MIN. HEADER (2) 2"X10" Southold, NY
ELECTRICAL OUTLETS/DEVICES:
SMOKE DETECTOR SM DRAWING NAME:
CARBON DETECTOR � C First Floor Plan
N DRAWING NUMBER:
DRAWN BY: SET:
0 5' 10' 20' CHECKED BY: A
SCALE: 1/4"=1'-0" SHEET:
PROJECT No 2 • 1
A�d
arn "o Ir
ARCHITECT
528 SOUTH HARBOR ROAD SOUTHOLD, NY 631806 2537
2 BUILDING PERMIT 28 APRIL 2026
1 CLIENT REVIEW 07 MARCH 2026
NO. ISSUANCE DATE
RELEASES
F
SEAL:1 ISIRIED.4%
[L-J*
Poft 0
0
Or
xi
421
IN
PROJECT:
Old North Rd
Residence
Southold, NY
f, N
E, I
F E E
DRAWING NAME:
Second Floor Plan
L E E I U ,F-k'� [J"
F1 Exisitng
N DRAWING NUMBER:
DRAWN BY: SET:
0 51 10, 20' CHECKED BY: A
SCALE: 1/411=11-0" SHEET:
PROJECT No 22
om"
ARCHITECT
528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537
Ll j FrI ffF]
RE11L- --I
Ir-------m
1 NORTH ELEVATION
1 SCALE: 1/4"=1'-0"
_.__._......__.__......___.____..: __..___._ _ 2 BUILDING PERMIT 28 APRIL 2026
1................................................................. ............................................ ........................
1 CLIENT REVIEW 07 MARCH 2O26
-- : ::... —: ._.....: ......___, NO. ISSUANCE DATE
........... ...............
RELEASES
.......... A �
- -
----- SEAL:
L11— -- - --- JLI
-
-- -- ........ a
............. - .......
C Vp
....:.-..:: ......
LlV,
1 �3242'1 V,Q�
0F NEw
2 PORCH ELEVATION
SCALE: 1/4"=1'-0"
PROJECT:
Old North Rd
Residence
.. ..... ....
. ......... ................. . ......... .
Southold,
NY
r—..........
�........-.-:. ......................_ _...
-.- ..........---._
--- - --- ---- -- - ---- -- ------- — DRAWING NAME:
-- ..._............._ ....... ._..... ... . ........
-..
........._...... .................................................... _................
L ........................ ......................................
Elevationsv
............ _.............. ........_ .._......._........._
07 WS-01 ..........................
f- ,
DRAWING NUMBER:
DRAWN BY: SET:
0 5' 10, 20' CHECKED BY:
EAST ELEVATION 1 1
SCALE: 1/4"=1'-0° SHEET:
30 SCALE: 1/4 -1 0
PROJECT No 3 1