Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
51720-Z
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#: 51720 Date: 03/10/2025 Permission is hereby granted to: Anne M Bellesheim 80 Huntington Ave Scarsdale, NY 10583 To: construct additions and alterations to existing single-family dwelling as applied for. Premises Located at: 2130 Plum Island Ln, Orient, NY 11957 SCTM# 15.-5-30 Pursuant to application dated 01/30/2025 and approved by the Building Inspector. To expire on 03/10/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $994.75 CO-RESIDENTIAL $100.00 F, Total $1,094.75 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY l 1971-0959 Telephone 631 765-1802 Fax 631 765-95021 ttt ://www.sotltho Idt:ONVI)n ��1ov P ) t ) Date Received BUILDINGAPPLICATION FOR E T 1r; r For Office Use Only J A N 2 9 9 PERMIT NO. 5/ 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:1/29/2025 OWNER(S)OF PROPERTY: Name:Anne & Gerard Bellesheim SUM#1000- C;,- — S — 3 Project Address:2130 Plum Island Lane, Orient, NY ---mail: Phone#:1 (914) 714-5078 E Mailing Address:.. CONTACT PERSON: Name:Adam Volosik Mailing Address:528 South Harbor Rd. Southold, NY 19171 Phone#:(631) 806-2537 Email:avolosikCa-)g mail.com DESIGN PROFESSIONAL INFORMATION: Name:Adam Volosik Architect Mailing Address:528 South Harbor Rd. Southold, NY 19171 Phone#:(631) 806-2537 Email:avolosik�gmail.com CONTRACTOR INFORMATION: Name:To be determined Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure WAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other TBD Will the lot be re-graded? *Yes ONO Will excess fill be removed from premises? *Yes ONO 1 F=-- nnr�nrr7TJ 41mr-%\/11vortI IrrIV rnvru�l r narvnnlrtrlv/• Reisdence '"+a"' -'� '' -f propert'• Reisdence Exist;nn u-se of nrnnor -,• r•••r••.•-r a ..e .. r,...r,� ter. 7w.+n .+ .. n� ~«'+Fw�« P1- 4t c t.411«Y«VV Yl.II4IltJ 411V 1 VJt11V tIV 11J YYI 11 1 VJMt.\.l tV `(t M LVIIG VI 4JG YIJ tlU\.\111Y11111 ►/IGIIIIJGJ !J situated: 1R-40 Medim Density Residential this property? ❑Yes D�No IF YES, PROVIDE A COPY. 1 Y N ® -iek Box,After Reading: The owner/contractor/design professional Is responsible for off drainage and storm water issues as provided by mapter 235 of the Toe.!.^.Ccde. AuptOn ON Ic NGRE9Y fU111VE to the faUUl,i!„"VeF=1+-n1ePt fnf the!19Sl8.„.Ce Of 2 9@-'!!dln$Permf►rpu1nuentte ne Ru fMng Zone t dM ordinance of the Town of Southold,Suffolk,county,New York and other applicable taws,ordinances or Regulations,for the construction of buildings, AARf ..• =!t2=N fwr rerncvnlCr C!eM !fMr h / A !bed The+ !!/.+nf+ !Z CCrn tar..rNh+!! nrA7nZn= ti.,!IAinn housing code and regulations and to admit Whorhed inspectors on premises and in building(s)far necessary Inspections.Faise statements made hand are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. * �� �►��' �IA+rfi�nriTari boArrf ril3wnar �Ar�w _ a r w1 mw ��IM rrrlf��►f°fraa� rflswrni� Ft�r frdwrrroll•r►�w Sg ture of rill nt: Date: Cf)NNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No,OIBU6166060 SS: Qualified in Suffolk County Commission Expires April 14,2_� COUNTY OF 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,Ascent,Corporate Officer,etc.) ' -Sa;:'Gwrie-or—U f,�s,and i,dad aaA;gc fzcd# rrr vor#j cjrr td#;r lard l<ai d#r�;wa-0c�a ; # WIS 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. Swom before me this ' � zo ass . .� 2 stay of � r�� Notary Public -PROPERW OWNER AUTHORIZATION (Where the applicant is not the owner) r 1, c rA e'sh,eA cv) residing at "Z190 FItIc\n )Slo,rc( Lyl pc -NA )K do hereby authorize to apply on my beh the To uthold Building Department for approval as described herein. Owne S JignarEure imie Print Owner's Name ABBREVIATIONS SYMBOL KEY ,. ANDERSEN 400 SERIES EXT. - DOOR/ WINDOW SCH. EXTERIOR DOOR SCH. - SIMPSON @u AT MIN.0 MINIMUM WALL CONSTRUCTION k ACOUST.❑ ACOUSTICAL MISC.0 MISCELLANEOUS 0 QUAN TYPE MANUFACT R & UNIT No. UNIT SIZE (WxH) ROUGH OPENING (WxH) O QUAN TYPE MANUFACT R & UNIT No. SLAB SIZE (WxH) A.D.❑ AREA DRAIN MTD.❑ MOUNTED CONSTRUCTION ABOVE �A �. ARCHITECT ADJUS.❑ ADJUSTABLE MTL.11 METAL A 2 DOUBLE HUNG MATCH EXISTING ADJACENT UNITS V.I.F. A 2 SWINGING 7860 3'-0"x 6'-8" A.F.F.❑ ABOVE FINISHED FLOOR #❑ MATERIAL �,_�„ DENOTES DIMENSION TO FACE OF 528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537 FINISH, ROUGH OPENINGS(WINDOWS) Al 1 DOUBLE HUNG MATCH EXISTING ADJACENT UNITS V.I.F. NOTES: ALUM.❑ ALUMINUM N.A.L NUMBER OR DOOR SIZES APPROX.❑ APPROXIMATE N.I.C.❑ NOT APPLICABLE 1. ALL UNITS TO BE PAINTED ARCH.❑ ARCHITECT,ARCHITECTURAL NO.LI NOT IN CONTRACT B 2 DOUBLE HUNG TW2442 2'-5 5/8"X 4'-4 7/8" 2'-6 1/8" X 4'-4 7!8" DENOTES DESIRED ALIGNMENTS OF B'DG.❑ BUILDING N.T.S.❑ NUMBER FINISHED SURFACES OR ELEVATIONS BLK.❑ BLOCK O.C.❑ NOT TO SCALE C 7 DOUBLE HUNG TW210410-EGRESS UNIT 2'-11 5/8"X 5'-0 7/8" 3'-0 5/8"X 5'-0 7/8" BLKG.❑ BLOCKING O.D.❑ ON CENTER DENOTES CENTERLINE UNLESS D 2 INSWING FRENCH DOOR FWH31611 3'-0 1/8" X 6'-10 1/8" 3'-1" X 6'-11" BM.❑ BEAM O.H.❑ OUTSIDE DIAMETER OTHERWISE SPECIFIED BOT.❑ BOTTOM OPP.❑ OPPOSITE HAND _ E g FIXED CASMENT C12 2'-0 1/8"X 2'-0 1/8" 2'40 5/8"X 2'-0 5/8" B.P.❑ BUILDING PAPER PERIM.❑ OPPOSITE BSMT.0 BASEMENT PERP.0 PERIMETER SECTION/ELEVATION NUMBER NOTES: B'TWN.❑ BETWEEN PG.0 PERPENDICULAR 1 CL u CENTERLINE PL.❑ PAGE A0. DRAWING SHEET NUMBER 1. ALL UNITS TO HAVE SCREENS CAB.El CABINET PLUMB.0 PLATE 2. ALL HARDWARE TO MATCH EXISTING CER.0 CERAMIC PLYWD.0 PLUMBING 3. ALL GRILLES TO BE FINE LINE GRILLES BETWEEN THE GLASS CL.❑ CLOSET PR.❑ PLYWOOD DETAIL NUMBER 4. All GLASS TO BE LOW-E4 DRAWING LIST 5. ALL DOORS TO HAVE BLINDS BETWEEN THE GLASS C LG.Li CEILING P.S.F.❑ PAIR AO 6. ALL UNITS TO BE PRE-FINISHED WHITE DRAWING SHEET NUMBER ARCHITECTURAL: A-SERIES COL.❑ COLUMN P.S.I.❑ PER SQUARE FOOT 7. TEMPER GLASS PER CODE REQUIREMENTS CONC.0 CONCRETE P.T.0 POUNDS PER SQUARE INCH A 0.1 COVER SHEET WIND LOAD DIAGRAMS CONST.❑ CONSTRUCTION PTD.❑ PRESSURE TREATED O EXTERIOR WINDOW/DOOR NUMBER CONT. CONTINUOUS P.V.C.❑ PAINTED SPECIFICATIONS CPT.❑ CARPET QTY.❑ POLYVINYL CHLORIDE CTR.❑ CENTER R❑ 1 QUANTITY O1 INTERIOR DOOR NUMBER A .3 SCHEDULES C.V.G.❑ CLEAR VERTICAL GRAIN R.D.❑ RADIUS, RISER A .0 SITE PLAN D.0 DRYER REFRIG.❑ ROOF DRAIN WALL CONSTRUCTION TYPE A 1.1 DEMOLITION PLAN DIA.❑ DIAMETER REINF.❑ REFRIGERATOR A 2.1 FOUNDATION PLAN DIM.0 DIMENSION REQ'D.❑ REINFORCING DN.[] DOWN RF.0 REQUIRED ELEVATION DESIGNATION ABOVE 0'-0" A 2.1 FIRST FLOOR PLAN D.S.❑ DOWNSPOUT RM.❑ ROOF DATUM UNLESS OTHERWISE SPECIFIED 2.1 SECOND FLOOR PLAN DWu DISHWASHER R.O.❑ ROOM A 3.1 ELEVATIONS DWG.❑ DRAWING SCHED.0 ROUGH OPENING 1 AXIS NUMBER E.I.F.S.❑ EXTERIOR INSULATED FINISH SYS ELECT.❑ SCHEDULE CENTERLINE AXIS A 3.2 ELEVATIONS ELEC.❑ ELECTRICAL SHT.❑ SECTION A 3.3 BUILDING SECTIONS ELEV.❑ ELEVATION SIM.❑ SHEET EQ.❑ EQUAL SPEC.Li SIMILAR EXIST.0 EXISTING SQ.❑ SPECIFICATIONS F.D.0 FLOOR DRAIN S.S.L] SQUARE FIN.0 FINISH STD.❑ STAINLESS STEEL FLOUR.0 FLOURESCENT STL.0 STANDARD FLR.❑ FLOOR STOR.❑ STEEL LEGEND FLSG.❑ FLASHING STRUC.CI STORAGE FOUN.❑ FOUNDATION SUSP.0 STRUCTURAL FT.LI FEET, FOOT SW.0 SUSPENDED \/\\j\\j\\ EARTH TU SWITCH GA.❑ GAUGE TEL.❑ TREAD •'`":`.,a•'`'!' GALV.LI GALVANIZED T&G❑ TELEPHONE �. `.`.' CONCRETE G.C.❑ GENERAL CONTRACTOR T.O.Li TONGUE AND GROOVE G.W.B.Li GYPSUM WALL BOARD T.O.C.❑ TOP OF GRAVEL H.B.❑ HOSE BIB T.O.S.❑ TOP OF CONCRETE HDWR❑ HARDWARE T.O.W.❑ TOP OF STEEL 2 PERMIT SET 25 JANUARY 2025 HEM.0 HEMLOCK TYP.❑ TOP OF WALL EZ/m STEEL 1 PROGRESS SET 20 JANUARY 2025 HORIZ.❑ HORIZONTAL T.P.0 TYPICAL NO. ISSUANCE DATE H.M.❑ HEAT MIRROR VERT.❑ TOILET PAPER DISPENSER BATT INSULATION LASES H.V.A.C.❑ HEATING VENTILATION&AIR CON ITW.NIING VERTICAL k I.D.❑ INSIDE DIAMETER W/U WASHER SEAL: IN.Li INCH, INCHES W.C.❑ WITH RIGID INSULATION INSULu INSULATION, INSULATED WD.0 WATER CLOSET C. INT.0 INTERIOR W.H.❑ WOOD LAM.Li LAMINATED WIND.0 GYPSUM WALLBOARD WATER HEATER ,r" ' ^"'• �/G OPM VO�O �� ar C LAV.❑ LAVATORY W.W.M.❑ WINDOW Generated by REScheck-Web Software ' LB. POUND W/O❑ WELDED WIRE MESH LF.0 LINEAR FOOT X❑ WITHOUT MASONRY � a �`""'��� •� Compliance Certeficatle LVR.❑ ❑ LOUVER YD.❑ INDICATES TIMES OR BY 9T �32421 �+ MAX.LI MAXIMUM YARD © BLOCKING OF NEW MECH.❑ MECHANICAL ® FRAMING MEMBERS MFR.0 MANUFACTURER � PLYWOOD Project Bellesheim GENERAL NOTES: LAMINATED VENEER LUMBER Energy Code: 2018 IECC Location: Southold, New York 1.)ANY ERRORS, OMMISSIONS, OR CONFLICTS FOUND IN ANY PART OF THESE CONSTRUCTION DOCUMENTS 0 FINISHED WOOD Construction Type: Single-family JJJJJJJJJ SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. Project Type: Addition 2.)WRITTEN DIMENSIONS ALWAYS TAKE PRECEDENCE OVER SCALE. DO NOT SCALE THE DRAWINGS. Project SubType: None 3.)ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION UNIFORM BUILDING CODE AS ADOPTED AND Climate Zone: 4 (5572 HDD) Permit Date: ANY OTHER LOCAL, STATE AND NATIONAL CODES, ORDINANCES AND REQUIREMENTS GOVERNING THIS Permit Number: CONSTRUCTION. I I All Electric false 4.)VERIFY BOTH EXISTING AND FINISH GRADES WITH THE DRAWINGS. 3„I 3„I Is Renewable false BATH 5.)VERIFY ALL BUILDING LOCATIONS AND CONC. PAD ELEVATIONS WITH THE DRAWINGS PRIOR TO PROCEEDING. ROOF Has Charger falseHas Battery: false 6.)VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE BEFORE PROCEEDING. VERIFY ALL FIELD 2„ Has Heat Pump: false DIMENSIONS OF EXISTING CONDITIONS. - _ _ _T _ T 7.)ALL DIMENSIONS AND NOTE'',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: Designer/Contractor: PROJECT: 9.)ALL DIMENSIONS ARE TO FACIE OF FRAMING UNLESS OTHERWISE NOTED. LAv. Alabama Alabama w.C. 10.)VERIFY ALL ARCHITECTURAL DETAILS WITH THE STRUCTURAL REQUIREMENTS BEFORE THE ORDERING Bellesheim Residence� OF OR INSTALLATION OF ANY ITEMS. 2nd FLOOR 11.) SKYLIGHT LOCATION AS SHOWN ON THE FLOOR PLANS SHALL BE CENTERED IN THE SPACE UNLESS Compliance: 10.4%Better Than Code Maximum UA: 115 Your UA: 103 Maximum SH GC: 0.40 Your SHGC: 0.34 OTHERWISE NOTED. ALL LIGHT(FIXTURES ARE SHOWN ON THE ELECTRICAL PLANS. 2" 3" The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. 12.)VERIFY ALL PRODUCT DIMENSIONS WITH THE MANUFACTURER FOR PROPER FIT AND INSTALLATION. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. GARAGE Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements 2" 2 Envelope Assemblies x«s Orient, NY sa LAV. w � WASHER Ceiling: Cathedral Ceiling 626 29.0 0.0 0.035 0.026 22 16 1st FLOOR Iv Lr Wall:Wood Frame, 16"O.C. 780 20.0 0.0 0.059 0.060 42 43 DRAWING NAME: Window: Wood Frame 70 0.270 0.320 19 22 SHGC: 0.34 CONSTRUCTION 2" 2" Floor:All-Wood Joist/Truss 551 45.0 0.0 0.023 0.047 13 26 Floor 1:All-Wood Joist/Truss 71 29.0 0.0 0.033 0.047 2 3 DOCUMENTS Crawl Wall: Solid Concrete or Masonry COVER SHEET CLEAN OUT TO SEPTIC Depth below grade: 3.0'Wall height:4.0' 94 0.0 11.0 0.073 0.065 5 5 4" HOUSE TRAP TANK Insulation depth: 4.0' AND I Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in BASEMENT SLAB CLEAN OUT REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. DRAWING NUMBER: DRAWN BY: ACC' SET: Adam Volosik Architect ,1111 1/25/2025 ARISER DIAGRAM Name-Title Signature Date CHECKED BY: ACN' 1 . N-T-S Project Title: Bellesheim Report date: 01/25/25 SCALE: 1/4„_-1,_0„ SHEET: Data filename: Pagel of 2 CURRENT OA ISSUE DATE: 11-10-2006 Ad Division #I : General Requirements: Division #4: Carpentry/Wood/Steel: Division #4: (continued) Division #8: (continued) Division #10: (continued) DIVI5ion #13: HVAC: (continued) �4 in I The following General Notes shall apply to all sections and drnsions of the Rough Carpentry/Wood: 8 Handrails and Balustrades: Shall be as indicated/ inferred and as per all 5 Screws: Self drillling I . Furnih an, corrosion resistant, Phillips head I for base layer; I 4 All interior stone, tile, etc. shall be properly sealed with a clear natural s d stal all necessary pipes, valves, fittings, strainer, insulation, ARCHITECT 5pecfication5, to the Working Drawings and to the entire project. code requirements. 5/5" for second layer where shown on drawings, electrically driven. max sealer. etc., required to complete the refrigerant and condensate drainage piping, I All framing shall be done in accordance with the latest edition of"National s acin 24"o.c. gas piping (see below) and combustion air piping. p g 528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537 1 The contractor shall furnish all labor, materials, equipment and services Design 5pecfication for Stress Graded Lumber and Its Fastenmg" 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 in and implied by by the National Lumber Manf. AssO. and 1 2" deep poplar shelves. G Metal trim/ corner beads/Jay beads/etc. similar to 200 series, manf. by 2. Use isolation equipment manufactured or supplied by Vibration Mounting, U5 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 br and guaranteed the these specifications and Working Drawings. manufacturer to prevent the transmission of vibrations into the system and into 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 2 In order not to delay the work, the contractor shall order all specficed 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 all 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 suckling 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 includmg nailing, blocking, bridgmg, etc shall Division #5: Roofing: 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 Requirements. 8 Sound retardant (non frying) caulking shall be clear silicone as manf. by hours. with neoprene flexible connections. governing codes or regulations are more restricted, in which case such codes Roof Shingles: 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. 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 I Roofing: Shall match the existing roofing material. Install per manufacturers 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 joists and other recommendations. Submit actual sample of roofing for Owners approval. 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. 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 1715-1 500p51 and E-1 .7 psi and shall bear visible grade stamp. 2 Ridge Vents: Install Ridge Vents by Cor-A-Vent or approved equal/ low degreesP. Ventilated. 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 profile/ cover vent#V-400/c5 or approved equal. Also provide as indicated 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. gable end vents. 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. All dimensions shown 7 Provide double J015t5 and headers around all roof openings and parallel Roof Flashing/Gutters/ Leaders: ends occur between studs, 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. G Coordinate all work and all locations with owner. without charge to the Owner, except as follows: I Roof flashing, including all hips and valleys, shall be aluminum coil flashing. c) Drywall construction 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 All work shall be inaccordance with the roofing manufacturers appearance of finished wo-k, 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". recommendations. 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 subfioor shall be Warmbaord-5. Fasten with panel 3 Roof gutter drains shall match exsitinci. Tile Work: 8 Insulation: All hot and cold Aping 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 3/4" screws or ring shank nails as specified by your design insulation in molded sections 112" thick with factory applied 4 ounce canvas cooperative. Any work showen in the clrawings, but not described in the professional or listed in our ICC-ES report. Apply common sense when sizing 4 All required leaders from gutters as shown on plans shall be 4"alum. and I The contractor shall prepare the the areas and install the the 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 shall be attached to building face with appropriate copper fasteners. Leaders supplied by the owner. Mudroom 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 shall have cleanouts and be attached to dry well system and or pipe to daylite. 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 Match existing typical gutter and leader system. 2 The contractor shall verify the quantity of tile needed and shall receive, 112" or larger or at all fixtures, including icemaker. Heating/Cooling - connect to existing system APA (American Panel Association) recommends a 1 2" inside, G" edges pattern. store and inspect the the delivery. Playroom Zone 2: 8 The contractor shall be responsible for debris removal. Division #G: Building Insulation/Sealants/ Flashing: 10 Hot Water Heater: Re-use exist cj hot water heater. Heatmg/Cooling - Ductless min[ split 10 Material used for wall and roof sheathing (where required) shall be AFA 3 The contractor shall supply all other materials, labor, and tools required for 9 The contractor shall be responsible for all the methods arrd means of reated sheathing 5/8". Index stamp shall be visible on all sheets. All edges I Building Insulation: Shall be a "Falsh and Batt" system. Glass Fiber Batt the the work including grout (color as selected by owner) sett ej 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 Insulation, a5 manufactuered by Johns-Manville or approved equal. 4" thick in and shall clean and seal all the areas at the completion of the work. 1 2" o.c. at intermediate supports; with GD nails, allow 1/8" spacing at panel walls (RI I), 8" thick in roof (R25), Provide sound insulation batts between all 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 second floorjoists. All exterior wall cavities and roofs provide 2" spray 4 All floor tile 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. applied "Icyene" open cell insulation as per manufacturers recommendations At bathrooms are to be laid by Thinset Method. prior to ordering. the design and execution of these items. cathedral spaces provide ventilation baffle fabricated from 3/4" rigid insulation I I Unless otherwise noted,J015t hangers, framing anchors, rafter anchors, board (foil faced each side. Stone Work: Division #1 2: Electrical: and cross bridging shall be minimum 18 gauge prime galvanized steel as Division #2: 5itework/ Excavation/5entc System/ Utility Connections: manufactured by TECO, Simpson, or approved equal. Special nails as supplied 2 Vapor Barrier: All interior spaces shall be sealed on the Inside face of I All work shall conform to and be in accordance with all applicable codes by manufacturer shall be used for required nailing. framing members with a kraft paper vapor barrier as manufacturered with batt I . Bath Counters to be 3/4" thick Caesar Stone, - material TBD. including Fire Underwriter's Specifications. Provide Fire Underwriter's Site Work: insulation. Approval for all required stages of construction. 12 Provide N" bridging or solid blocking 8'-C" minimum o.c. bottom ends of I Landscaping: The contractor shall do those things indicated on the plans bridging shall not be nailed until after subfloors and partitions above are Sealants: Mlsc. 2 Furnish and install all light and power wiring services, equipment, conduits, and necessary to the carrying out of the construction work. He shall protect constructed. outlet boxes,junction boxes, pull boxes, floor boxes, wirmg devices, dimming from damage those items which might be harmed by his work. All plantings I One part silicone sealant, in color as selected by owner, at all exterior I Bathroom Accessories: Install Bath Accessories as per Owner Contractor devices, and cover plates for a complete working system. close to the construction will be protected from damage. Provide and spread 13 Wood plates and sill in contact with concrete foundation walls and frames in contact with cement, plaster, concrete, wood, etc. and at joints installed. grass seed in disturbed areas and areas indicated on the Site Plan. concrete slabs shall be pressure treated. and locations noted on drawings. 3 Lamp all fixtures at completion ofjob. 2 Provide chrome shower curtain rods at ail shower locations - Contractor 2 Site Preparation: The contractor wall organize the storing of materials/ 14 All pressure treated wood shall be "ACC"or approved equal. 2 Filler: Filler material shall be closed cell, compressible, resilient, free from installed. 4 Furnish and install ail required wiring and electrical connections to all HVAC tools/etc and the placement of debris containers in an orderly and neat tar, asphalt, oil, or other foreign substances. Filler shall be approved Equipment, Appliances, and all other Electrical Devices supplied by the other manner as approved by the Owner. The "work areas" shall be kept clean and 15 All joists, beams, trusses, or rafters, which are flush framed, shall be expanded polyethylene form in rod shape. Division #9: Cabinetry: Note: Provide allowances for Bathroom vanity. trades. neat at the end of the work day. connected with approved type galvanized metal joists or beam hangers. 3 Caulking primer shall be non staining primer as recommended by the caulking I All work shall be in accordance with all applicable local and state codes. 5 Provide and install empty conduit Imes and junctions as directed in field by 3 Staking and Layout: Before starting the new work, the contractor shall I G Provide a minimum of two studs at end of all beams and headers if no compound manuf. owner/architect. Leave a drag wire in all such areas. stakeout the new work and investigate the foundation conditions. He shall posts are specified on Structural Plans. 2 The contractor shall supply all labor and materials to do all work shown, verify final locations and conditions with the Owner and the Architect before Flashing: described and required to accomplish all the work indicated on the drawings. G Electrical Fixtures/Devices/ Etc. Provide and Install all recessed electrical proceeding. 17 Inflitration Barrier (Membrane): Provide and Install Henry Blueskn 5A at all and in these specs. fixtures, devices, etc. All decorative fixtures and sconces to be provided by exterior walls and as per manufacturers specifications. I All building flashing indicated and required shall be aluminum coil flashing. owner. 2 PERMIT SET 25 JANUARY 2025 Excavation and Grading: 3 The contractor shall verify all field dimensions and locations. The 1 PROGRESSSET 20 JANUARY 2025 18 All bolts shall be made from steel which satisfies the requirements of 2 For other flashing and waterproofing materials see details. contractor shall follow dimensions shown on drawings and shall not set work by 7 Coordinate work and locations with owner/architect. NO. ISSUANCE DATE I Investigate foundation conditions of construction, to see if they meet A5TM-A307-8GA "Standard 5pecificaton for Carbon Steel Bolts and Studs, scaling the drawings. assumed conditions. GO,000p5i tensile strength". 6OIt5 shall be inserted in holes with a diameter 3 The contractor shall provide pan flashing and counterflashing at all 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 penetrations of roof and exterior walls at windows and door heads and at 4 The contractor shall supply complete shop drawings. 2 Excavate for foundations as requirecl by plans, details, and job conditions. spacing of bolts shall be as shown in the details. door sills and at ail other areas indicated and required by good construction. 9 All work under this section shall include cutting necessary to install the All footngs shall rest on undisturbed soil, a minimum of 4'-0" below grade. 5 All work shall be top quality cabinetry/carpentry work and all materials shall electrical work and to make same come together with the work required under SEAL: E� Provide all labor and materials as per details. 19 All lag screws shall be made from steel which satisfies the requirements of 4 Elastomeric Flashing: Provide and Install Elastomeric Flashing as manuf. by be new. Exposed edges to have typ solid hardwood edges. other operations involved in the construction. All cutting shall be done in a �.�%;S 1 ,9 A5TM A307-8GA. Lag screws shall be inserted in lead holes as follows: 1 . WR Grace and Cc or approved equal @ Roof Eaves as indicated and all valley/ neat workmank like manner. �� P�j�C. VOA y, 3 Provide New Underground Footing and Basement Drains as indicated on The lead hole for the shank shall have the same diameter and depth of roof intersections for a min of 3'-0" coverage each side of break. G All wood to be painted shall receive sealer/ prime coats in the shop and Q� QO 0�,� Drawings and/or required by code. Provide Site Drainage/Dry WClls/ Etc. as 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 indicated. have a diameter equal to 112 the shank diameter and a depth equal to the debris. All temporary stickers, labels, and markings, shall be removed before length of the threaded portion. Division #7: Exterior Windows and Doors/ Interior Doors: 7 Hardware: All doors shall be hung on concealed type (Eurppean or equal) final acceptance. 4 Provide for all temporary Utilities, Water, Electrical, Telephone, Cable TV, hinges, all drawers shall have full extension ball bearing slides (Grant #325 or l Well Line, etc. as required. 20 See Typical Wall Details and Specifications and other Details for other I All windows and doors shall be Andersen 400 Series. Installed per 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 requirements and materials. manufactures recommendations. and hanger clips, all doors and drawers shall have pulls as provided by the prior to performing any 4� all work. Verify existing electrical service 15 adequate \9�' �'2421 Q� 5 Grading: Backfill and grade around foundations and slab work as required Owner. for new electrical installation. Cc 0 byjob conditions and as indicated on Plans. Foundation backfill shall be Structural Steel: 2 Contractor shall confirm and check all KO Sizes, Frame Sizes, etc. prior to \�F NEW placed, compacted, and puddled in layers 12 inches deep. ordering. Division #10: Painting and Finishing: Division #13: HVAC: I All steel shall satisfy the requirements of the following: G Strip topsoil from areas to be excavated, stock pile close by, and reinstall A) 5tructual shapes, tees, and plates, A5TM A992 B) Pipe A5TM 3 Interior and Exterior Wood Trim/Casing Trim/Extension Jambs/51115/etc. General HEATING, VENTILATING � AIR CONDITIONING EQUIPMENT: HVAC system to on top of all disturbed, filled and backfilled areas at the end of construction. A501-84 shall be supplied and installed by the contractor as required. Profiles/ Details be a combination of heat pumps and split units as per schedule/plans and a C) Square and Rectangular Tubing A5TM A500-84 to match exist 6J submit samples for Architect approved. I All colors shall be as selected by the owner. Samples for all colors, paints, conventional system per schedule/plans. 7 Furnish and spread approved fill as required by backfilling. and finishes shall be prepared by the contractor for the owners approval. All 2 All members shall have their surfaces prepared as follows: 4 The contractor shall supply and install all Interior Doors as per plans. The trim to have a gloss finish. All walls and ceilings to have a flat finish. I . All HVAC bids shall include heat loss/gain calculations to confirm equipment 8 Septic System: N/A A) Remove all visible oil and grease using solvent cleaners before hand or contractor shall supply and install all hardware as selected. Hinges shall be sizing. power tool cleaning. included. All interior doors shall be as Manf by Simpson, architect shall 2 All painting and fin[shing shall be performed and all surfaces prepared for 9 Well/Water: N/A B) Remove all loose mill) scale and rust using hand or power tool wire approve prior to ordering. Provide cut $ spec for approval. painting and finishing in strict accordance with manf. recommendations and 2. The Contractor shall provide offsets in piping and duct systems to avoid brushing. specifications. All new surfaces and altered existing surfaces shall be properly structural, architectural, plumbing and electrical interferences whether or not 10 UtilityConnections: The contractor shall provide all labor and materials C) Remove all dirt and dust b brushin or vacuum cleanin 5 The contractor shall provide rou h o enm s/Casin trim/stone saddles/ prepared to receive the finish. p Y 9 9• p 9 p 9 9 indicated. Coordinate all grille, register, and diffuser locations with required to provide the necessary Utility Services. The contractor shall D) Apply shop paint or rust preventative coatings as speCIfICd. 5/4"jambs, etc as required. All doors shall be painted. architectural drawings. contact all necessary people and companies, coordinate services and work, 3 The following 15 a list of approved manf.: I Pratt and Lambert, 2 Pittsburgh and obtain all necessary permits and approvals. All work shall be done as per 3 All steel members, except as noted, shall receive one shop coat of paint to Division #8: Interior Finishes: Paints, 3 Sherwin Wlihams, 4 Benjamin Moore, 5 Cabot's Stain, G Cuprmol. 3, All systems shall be installed to assure absolute quiet operation and to code and regulations. Provide load calulations as required and prepare a minimum dry film thickness of 1 .5 mils. The paint to be used shall satisfy the prevent noise transfer from space to space. detailed expansion, if required, report. requirements of the Steel Structures Painting Council. I All Gypsum Drywall work shall conform strictly to the standards of the 4 All paint, pigments, oils, etc. shall be of "first line quality", requiring no Gypsum Drywall Construction Handbook by U5 Gypsum Company. 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 Division #3: Masonry 4 Ali fabrication and erection of structural steel shall satisfy the "Spec for manf. sealed and labeled 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 2 All Drywall products shall be as manf. by US Gypsum Co. otherwise noted. Concrete and Foundations: 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. 3 Gypsum Board: "Imperial Gypsum Sheetrock" with tapered edges, 5/8" 5 Hardware, hardware accessories, machined surfaces, plates, lighting conform to A5HRAE and 5MACNA standards for residential installation, 1988 1 See Structural Plans, Notes, and other Details, for Concrete Slabs, Slab thick(both walls and ceilings). Finished surface to be skim coated. Follow fixtures and similar items in contact with painted surfaces and not to be Gth Edition, and all New York energy code requirements. Pitching, and other foundations and structural conditions. Finish Carpentry: U.5.G. Specifications and recommendations. Plaster shall be painted. painted, shall be removed, masked or protected prior to surface preparation PROJECT: and painting operations. G. Ducts shall be suspended with galvanized sheet metal supports fastened as 2 Concrete: No concrete shall be poured subject to freezing conditions or 1 See plans, and details for other work and materials. 4 Gypsum Board at bath and lavatories shall be the moisture resistant type, required from the structure on a maximum of 4' centers. Included turning vanes 11 on frozen ground. All footings shall be formed to meet sizes indicated on with impregnated face paper. Treat cut surfaces of moisture resistant board Exterior Finishing: in all square throat 90 degree elbows. Belleshelm Residence drawings and details and should rest on undisturbed soil/a minimum of 3'-G" 2 Exterior Siding: Hardie Shingle straight edge panel - light mist as recommended by the manf. Or use 5/8"Wonder Board. below grade. Twenty-eight days comprehensive strength for concrete shall be I All exterior wood, doors and windows (which will be installed primed) will 7. All supply trunk duct shall be insulated, using I" thick fiberglass with hard as follows: Pootngs 3000p51, Slab on Grade 4000p51, Walls 3000p5i. New 3 Exterior Trim: Trim pieces, as indicated, shall be Versa Tex (or equal PVC receive two coats of exterior grade paint (color as selected by owner). matte surface and shall be attached to the duct work with pins and adhesive. 51ab areas on grade shall be 4" thick stone concrete with WYF GxG W 1 .4 X trim) and match the existing material in dimension and profiles as indicated/ 1 .4 over G" 3/4" gravel bed. Provide G mil Polyethylene Vapor Barrier under inferred by drawings and as approved by Owner/Architect approved. 2 in general, all exterior wood shall be finished as described above. Supply 8. All return trunk duct shall be acoustically lined, using 112" fiberglass with slab. Slab shall be finished in accordance with ACI Standards 3 18,304,and samples for owner approval. hard matte surface in a conditioned space; I" fiberglass with hard matte 310. 4 Interior Wood Floors: 4" thick white strip oak flooring. surface in an unconditioned space, and shall be attached usmg pins and Interior Finishing: adhesive. All reinforcing bars shall be billet steel conforming to A5TM AG 15, grade GO. 5 Interior Wood Trim: All interior trim, including window trim, door trim, 9. Basement branch lines shall be 30 a. alvanized steel, unless house Ties and stirrups must be grade 40. All welded wire mesh (WWF) shall baseboards, etc. shall be milled from solid poplar, select clear grade. All I Walls and Ceilings: All gypsum wallboard surfaces shall be painted: one g g conform to A5TM A 185. All vertical surfaces of concrete shall be formed for crown style trim to be MDF. All profiles and details to match existing and prime coat/two finish coats. construction does not permit it. Attic branch Ines may be insulated flexible walls. type duct, class I air duct UL 181 approved, not to exceed more than 15'submitted for approval by Architect. Orient, NY 2 Wood: Unless otherwise noted, all wood surfaces shall be painted: one per run. Reinforcing steel shall be placed to provide the following minimum concrete prime coat/two finish coats. Cabinetry to be field painted shall be primed by cover: 51ab on Grade 1 1/2", Walls 2", Footings 3". The contractor shall cabinetry subcontractor and finish painted in field: finish with 2 coats. 10. Volume dampers shall be installed In all branch lines where accessible. verify all-drawings for coordination between trades and provide and or install anchors, inserts, sleeves, hangers, etc:. required for various trades. I I . Provide flexible duct connectors on both supply and return trunks at air handlers, using Duro Dyne connectors. DRAWING NAME: 3 Provide damproofing at foundation walls and slabs/as per details and per CONSTRUCTION . 12. Floor registers in wood flooring shall be white oak, unfinished, by code. Woodworks. T T 13. Floor registers in stone shall be brushed aluminum. DOCUMENTS 14. Return grilles shall be Hart t-Cooley#RH-45 louvered grilles. COVER SHEET SPECIFICATIONS DRAWING NUMBER: DRAWN BY: ACV SET: CHECKED BY: ACV SCALE: 1/4"=V-0lf SHEET: CURRENT O • ISSUE DATE: 11-10-2006 NAILING SCHEDULE ®� '010S11,< Joint Description Nail Sizes Nail Spacing ARCHITECT ROOF FRAMING 528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537 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 2 X 6 TIE @EACH RAFTER 1N 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 REQUIREDLJ Top Plate to Top Plate(Face-nailed) 2- 16d' per foot �'o URRICANE CL P I Top Plates at Intersections(Face-nailed) 4- 16d joints-each side 4 Stud to Stud Face-nailed 2- 16d 24"o.c. 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 2x6 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 1 _ FLOOR FRAMING Joist to Sill ,Top Plate or Girder(Toe-nailed) 4-8d per joist SIMPSON H2 HURRICANE CLIP ST37 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-Sd 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 (4) 8d NAILS ROOF SHEATHING 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 K7LYWOOD SHEATHING TO COVER yp LAP BOX BEAM — TOP AND BOTTOM HEADER 2 X 6 @ 16" O.C. WALL SHEATHING STUDS IMPSON MST27 Structural Panels 8d (see table 3.9) 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/6"field STRAP TO STUD Gypsum Wallboard 5d 7"edge/ 10"field W/ (4) 8d NAILS Hardboard 8d (see table 3.9) OP OF 8d (see table 3.9) FOUNDATION 3 REVISED PERMIT SET 06 MARCH 2O25 Particleboard Panels WRAP & NAIL STRAP SIMPSON MST27 1 1/2 WIDE 2 PERMIT SET 25 JANUARY 2025 Diagonal Board Sheathing — 20 GAGE METAL STRAP @ 48" O.C. 1 PROGRESSSET 20 JANUARY 2025 1"x 6"or 1"x 8" 2-8d per support (4) 4d NAILS NO. ISSUANCE DATE 1"x 10"or wider 3-8d per support AROUND SILL PLATE + 12 FROM EACH CORNER WRAP AT ANCHOR BOLT AROUND SILL PLATE. ROVIDE (4) 8d RELEASES FLOOR SHEATHING NAILS INTO SILL PLATE. Structural Panels FLOOR JOIST 1"or less 8d 6"edge/12"field AIL SHEATHING TO SILL PLATE greater than V 10d 6"edge/6"field 8d NAILS @ 4 O.C. o,,',' ¢''.,,.r. •;D,.' ',;',,,D;,: °,;':,.:';,',';p.., D : ', ,,Q,' >„',; ',.; ,",oi,:',R ,,,r,o',`,:P, ,,";'.,Di „'r,',, ,,'',o,'.:�:-r' '',p..�' ,''o' p,o,,, ,�OARG'�/ Diagonal Board Sheathing DL Dr k,o;r k pa 0 pe,:D RO D k °OP p D R R. 9 9 (2) # 5 REBAR r ^w- X 6 SILL PLATEG.VO(p 5p�r D, �.D R Dr p S/� �.• I �,,D'r .,°' �,R'r p„}, e',D„�p.,,',,�pi°, ,,'°,i <''.D„',p.,�• :p;D,�:�: '„o',',", ,,p ,:R'•:'pr'.?,�, :.D:,',.,.D} :"p'.,0,.ip',•',D,�� :�,Di°; 'R'',�.,% e'',D.,�;°•,,,, :D;.°' ',,p,,,D .,C.'�q'':'p�v..':�'D O ll it " " - support �' V 2 8d per su ort °•':'. ACQ TREATED. 1 x 6 or 1 x 8 P PP ,, , .D: p';,':,�i•.',a.,o,;, „ .:o,. ,'.of°'''' , .•,D,.':°'," ,p,D,'.,',o,.',v''''"'�'r,o' ;D',,.p,,o,°•', • „„D:,{"vr,',,,,p',,D„}'., a''D;'„ „6',°'''' '�'c;r ,. .'o','.'lo.,:, ,p,v,,, . „ o'; '.R'•,,,,'4 /y. Q , '.� � .� R� ����Or :' R',� r,p'.a:D�.� :'�D'r :' '�C i a',D.�;P'�, D•�,°,/ °,,,Q,�D���, ':�D : "R,���'(p'��n:D.�':C�'r'•��Di°', �L 3-8d per support P R,�.",p:,'',D,.� D•, '° '',p.,��� D'�����' '„D'„ ;R. .�,D; '.k',,, <;D„ ..,Dr '°,i, � '�C ��, � C 1 x 10 or widerD,• `,,o i a'D� ':p .� ,D� '„D,�„',Di �' R,,,��r,p;,,";D.� O,•�'.Or : R�tp;( . <'.D��;p., :D.�,�',��V 1 D<�',D��'V .p:D,��'.O �'p • O' R.�,D p',,�;D �,;0 ,.'D}°".,R��C},p n'D� ; y ' R. p Or D r o D ° D R ! 'p pp i R, . D R p D k�� r L D p � p '•p p �D D !� 1. SEE FOUNDATION DWG. p . • °' �.DD R•°.'IpDn D . p. R.D°pR °r °� Dp ° �p°p `°; Da DD ° a1°Dp a,D. �D D R p °<'D O popR p r�° D p rR ODp 'p r °a Dp. ° R'O�p' 1 .4 e'D p.p p f f 11 11 /'� ,D .°e. p D V C a•R r p 9� ° D ,p k D p R .O, R p i a D p ° D° p 5�p D�� ° p rD D p D :D p R��D p p D * 1 .. n - v, p,'. 5 U X 12 A.B. @ 48 O.C. pS',°n'• .:p"rR ' D'� .', '.'.�D� � .D.�`��D� �o,�,•.,� �' 4I..�r '�.`.'D ���.�•�i DY 4'p�'r''�<'D,�'�V���� •,D',�• �':.D�: p�.'. gyp:D,�'�', � "��P ',' Dr R.V,.r, �,a,D.�•�° 1 Nailing requirements are based on wall sheathingnailed 6 on center at the panel edge. If wall sheathing is Walled p / "J q R',;„r,p.,-, :,p:D„' p, Dr, ��R',0,�{p'�-.�',: ��,?q ,'�810„S,'b„'D,�:V��', Op.D, p,��D�eD��,O ,R..'°gyp• p�,���or,�O:;R'°"'p'"`�°',I:D.,', �oy�'�'•�R'yV,�, ���<',C��l�':t,v1°''o'' ''�V�;':°'.: 3"on-center at the panel edge to obtain higher shear capacities , nailing requirements for structural members shall FOR DESIGN W/ FENDER WASHER. R ° °r °< D :° °D ° ° p R ^'° D° °r < ° ° •' ' °',R p ,� .D�.���.�.D'D' '°,i,V<'D.�':p " DDT"' � ,�D�"•''''p,p.�R'�'",v„�' � ,0�'� Gr D °r D � �k.Dr a'D pD •� pii' ° ° ,D' ', R,� � k ° D ° D °'r �D R �,p.�: � .�,����'�o D„�' p��p R � � 2� �`4 ' D�'Ro�p„�, �R.,D��i.,O p�',"� S�V..,R�;'p:, ��� D� p ,, D 'D���� .•.D'°' "R i'�.a D.�� 4„��� °���, "k'''�„S 'D<'�D�„� r' be doubled or alternate connectors , such as shear r plates ;shall be used to maintain the load path. P D,�i,p'. D ,. D�•� ,.���Di �o.,),'�°'<'�o.� �3G� 2 When wall sheathing is continuous over connected members ,the tabulated number of nails shall be permitted to ' D' R'„ „ D,•, ,. D or a R. 'D ,' " p' R'.,� S qT OF 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 - 0 SF. L. DECAY-SLIGHT WIND SPEED - 130 MPH EI IC ES� C G -B ICE SHIELD UNDERLAYMENT REQUIRED-YES a a a a a a a a LYWOOD SHEATHING 2 X 6 STUD WALL STA 15-20 GAUGE STRAP TO STUD METAL STRAP @48" O.C. W/ (4) 8d NAILS + 12" FROM EACH CORNER 0 O WRAP AROUND SILL PLATE. USE WINDOWS - GLAZED OPENING h 2 X TREA (4) 8d NAILS INTO SILL PLATE. PROJECT: NAIL SHEATHING TO SILL FOR NEW CONSTRUCTION , EXTERIOR WINDOWS MUST BE PROTECTED VIA GLAZING MEETING PLATE USING 8d NAILS @ 4" O.C. F � THE LARGE MISSILE TEST CERTIFICATION OF ZONE II ASTM E 1886-97 AND ASTM E 1996-99 0 < 10 0 ]0 0 0 (2) #5 REBAR CONTINUOUS Bellesheim Residence OR VIA STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED. NEW STRUCTURES a a a 0 < 30 ERMSEAL. SHIELD AND SILL SE LOCATED WITHIN ONE (1)MILE OF THE MEAN HIGH WATER MUST HAVE GLAZING CONFORMING a a ' ° 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 GRADE 6" MIN. BELOW TO WIND ZONE II, MISSILES CAN BE USED AT A DISTANCE GREATER THAN ONE MILE OF THE COASTLINE. 0 HIP ROOFS PROVIDE 8d COMMON NAILS @ 4" O.C. EACH CORNER. W/ FENDER WASHER. TOP OF CONC. 0 10 AT HIGH PRESSURE ZONE. @ 6" O.C. AT ALL OTHER PORTIONS OF THE PROTECTIVE PANELS TO BE PROVIDED FOR ALL AREAS BY: a q a a ROOF TYP. A-CLEAR SHIELD HURRICANE+SECURITY PANELS-631 -287 5060 a a WATERPROOF ALL OR 1/2" EXPANSION SEAL RADEC��� LOW Orient, NY B-QUICK GUARD STORM PANELS. 631 -287 5330 OR 4 'i,8„ ; o C-PLYWOOD PANELS AS PER CODE " CONC. SLAB ;' V, i W/6X6 #10/#10 WWM DRAWING NAME: PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSILE TEST OF h a' ASTM E 1996 AND OF ASTM 1886.AS NOTED IN 2015 International Residential Code. PROVIDE 8d NAILS @ 4" O.C. AT PERIMETER INTERIOR ,'af'" ' 2" X 4" KEYWAY CONSTRUCTION <' . PORTIONS OF PANELS IN HIGH PRESSURE ZONES. '' DOCUMENTS a a 10' 0 < 45 0 .:' ''''° a a (2) #5 REBAR °' COVER SHEET NOTE : a = 4 FT. IN ALL CASES CONTINUOUS "`�' GABLE ROOFS WIND DIAGRAMS 10� 0 < 45 0 X 16 PC. FTG. SET ON 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: ACV A SCALE: 1/4"=V-0" SHEET: CURRENT O ISSUE DATE: 11-10-2006 HEAVY DUTY CAST IRON FRAME&COVER TO GRADE 6'SLAB FOR NON-TRAFFIC BEARING 8"SLAB FOR TRAFFIC BEARING a m Vo 10 S I t r_-Z APPROVED OUTLET PIPE AS REO'D ARCHITECT APPROVED INLET PIPE = = ❑ MIN 4"DIA,PITCHED kPER FOOT MIN,4"DIA.PITCHED PER FOOT 528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537 ------------------ 4'DIA. \ \ \ y\ \\ BACKFILL W/CLEAN SAND&GRAVEL \ DRYWELL DETAIL \ GEOTEXTILE FABRIC WOOD OR METAL EXIST. \ Lrl \ \ \ ® SUPPORT POSTYS \ SHED ` rn '\ I FLOW DIRECTION EXCAVATED& EXIST. I 1 BACKFILLED GRADE \ \ I I TRENCH , l - \ 1 01 - �_ EXISTING i PR OSED \ +\ POOL REIiOCATED OL I — E UIP ENT-PROP E PROJECT LIMIT/SILT FENCE \ + PROPOSED FENCE W/GAT 119 \ \\\ TO MEET NYS POOL SILT FENCE DETAIL I \ \ ENCLOSURE CODES / i of 2. 15.0' r F/4)RYWELL I `\ ------------------------------- __ ---- , I EXISTING FENCE/ FINISHED GRAVEL ----------------------------------------- -------------- ---- PROPOSED r' / , ;--- . TO BE REMOVED DRIVE CA B ASE EXISTING PROPOSED -,,OUTDOOR l -SOWER / / i r------ --------- ----------- 7 REVISED PERMIT SET 03 MARCH 2O25 6 PERMIT SET 25 JANUARY 2025 #5 REBAR @ 5 PROGRESS SET 20 JANUARY 2025 I / , I w „ 4 PROGRESS SET 10 JANUARY 2025 I I i CONDENgER L__1__� :yx'-r.,.�,;,�,' �i% .'r�]n, ` _ 12 O.C. 3 PROGRESS SET 28 DECEMBER 2024 EXISTING POOL i .k `;�`�'.`"'1', 2 ENGINEER SET 11 NOVEMBER2024 i -�- EQUIPMENT-PROPANE r-/ ¢ EACH WAY 1 PROGRESS SET 04 NOVEMBER 2024 _SACK ILL > F �1= -- N0. ISSUANCE DATE I CLEAN 5AND-;I I I I / III= c.l EXISTING , r - l _ ,�_,, _ li !II RELEASES TO BE rr rr l _ ❑___ TAOGIONG AREA a - EXIST. RADE PROPOSED / y ------ 1z'o.c.R@ ° IEII I�ICI- TII1=1II� SEAL: ALTERED , 1 STORY r l I I / PROPOSED EACH WAY _ _ _ p, C i I I I I -III-III III=I II I D AR ADDITION; PROPOSED r i i ' i CONCRETE WASH OUT 3" o VOtOy��� 2 STORY AbDITION M M o PROPOSED r rr PROP(PSED i `i i RETAINING WALL o , APRON DRIVE 1 __'1_----_- 6i 6"OFF PROPERTY LINE p A$ � EXISTING F.FL. 25.06 ' TKO. SLAB 20.66 20 57 GRAVEL ,\ sT v 2a2� cQ� 1 STORY r I O. WALL 20.5 3'-s" � 3 �y r , I , 9T T. DRIV8,20.00 FOOTING ON OF NE UNDISTURBED SOIL -- _J---------------, ---------7- -- 10.01 LOT COVERAGE ALLOWABLE: RETAINING WALL 19,332sf LOT AREA X 20% 3■ -- - I----rt- �3---------�- - +---------- ', \ / = 3866sf OPOSED RYWELL 1712sf HOUSE 134sf PORCH 789sf POOL/COPING —', — — —� —r- �-- — — — '�- 100 sf SHED \� ,� ,+, \\\ 2735sf Cp 734 sf PROPOSED STRCUTURE 112 sf PROOSED DECK PROJECT: 846 sf TOTAL PROPOSED Bellesheim Residence \\ 3581 sf TOTAL COVERAGE /'rn rr \\\ 20 GFA ALLOWABLE: � -1 2100sf + 1166.5 (12.5% lot area in excess of 10,000s� m ' = 3266.5sf 1712sf EXIST. HOUSE 3 ROP �6�1sFL OR Orient, NY 590 sf PROPOSED 2nd FLO 1 3036 sf TOTAL DRAINAGE CALCULATIONS DRAWING NAME: 1409 S.F. X 0.166 = 121 C.F. SITE PLAN \< TOTAL REQUIRED = 121 C.F 2 - 4' DIA. X 4' DEEP DRYWELL PROVIDED = 65 C.F. (EACH) 130 C.F. (TOTAL) DRAWING NUMBER: / �,' I 0 , 2 0' 40 DRAWN BY: SET: 2-0 `2_ n 7, 777 CHECKED BY: SCALE: 1�8"=1' SHEET: PROJECT No 1 .00 h A (yr ",f �d ARCHITECT 528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537 REMOVE WINDOW SALVAGE RELOCATE DEMOLISH WALL WASHER& AS REQ'D DRYER REMOVE DECK& STEPS REMOVE DOOR DEMOLISH WALL AS REQ'D REMOVE DOOR 6 PERMIT SET 25 JANUARY 2025 5 PROGRESS SET 20 JANUARY 2025 4 PROGRESS SET 10 JANUARY 2025 3 PROGRESS SET 28 DECEMBER 2024 2 ENGINEER SET 11 NOVEMBER 2024 1 PROGRESS SET 04 NOVEMBER 2024 NO. ISSUANCE DATE RELEASES REMOVE L SALVAGE WINDOWS WINDOWS SEAL` &DOORC. o'�cy� Qtv pP '0 �32427 DEMOLISH NEw STEPS PROJECT: Bellesheim Residence Orient, NY DRAWING NAME: DEMOLITION PLAN N DRAWING NUMBER: DRAWN BY: SET: 0 5' 10, 20' CHECKED BY: SCALE: 1/4"=11_0" SHEET: PROJECT No 1 1 I:Ad Alarri ' . ARCHITECT 528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537 1" ol 10'-2 1/2" 26-5I 1/2" NOTE:FRAMING OVERHANGS STEP DROP WALL SIMPSON HU26-3 FOUNDATION 1" ENTIRE WALL FOOTING HANGER-TYP - r ------- -------------------------- -------- -CO. V111111111111111111A ------------------------I� -- ------------------- - 1 I --- -------------------- - _ I I I I 3 2"X8" I I I rn �. . Yam. D�' 20'-ll1/2""' STEP = oSTEP i L-FOOTING x FOOTING 8" PpRED CONCRETEN !TOP OF FOUND.WALL FOUNDATION WALL ---- 1 EXISTING CRAWL SPACE EXISTING co, 1 -- ---------- ----------------J z i i i I DRO WALL PROVIDE ACCESS w i POURED CONC r------ AS REQ'D W PROPOSED CRAWL SPA E 1 _ I I i APRON Ln 0 I iV I P i o 2" P.C. RA r SLA I I 1 I � 1 00 - �= ^ I I I I I N POST i i PROPOSED SL B ON GRADE i ( 1 rn I 4" P.C. SLAB �N GRADE i I -- --------- ------------ -� 1 I W/6x6 W1.4x 1.4 WWM L= I EXISTING CRAWL SPACE ------------ ----- ----� - #5 REBAR 18" LONG EMBED u 1 I 1 I I I 1 ------------------- @ 12"O.C.TYP. STEP X d STEP j DRILLED INTO EXISTING FOOTING N tO FOOTING I I 1 NOTE:AREA OF PLUMBING I 1 CONIC WALL& EPDXY 1 I SET AS REQ'D �° a ml" % °W1`"■ I CHASE ABOVE (3)2"X8" i I 1 I — ---------------------- OF"" I I 1 EXISTING FULL HEIGHT ; i BASEMENT(UNFINISHED) � __ ____________________ _ I 1 8"�I16" P.C.FOOTING 1 W/1(2)#5 REBAR I SIMPSON HU26-3 1 I I 1 - NOT:: FRAMING OVERHANGS HANGER-TYP i ---------------------------- ---------------------------------� FOU DATION 1" ENTIRE WALL 4 L---------------------------- -U ----- - —------------ - -- STEP FOOTING 10'-2 1/2" 26'-5 1/2" 1" I 6 PERMIT SET 25 JANUARY 2025 26'-5 1/2" 5 PROGRESS SET 20 JANUARY 2025 STEPS UP 4 PROGRESS SET 10 JANUARY 2025 3 PROGRESS SET 28 DECEMBER 2024 NOTE: FRAMING OVERHANGS 2 ENGINEER SET 11 NOVEMBER 2024 FOUNDATION 1" ENTIRE WALL 1 PROGRESS SET 04 NOVEMBER 2024 N0. ISSUANCE DATE NOTE:GRADE SLOPES GC TO RELEASES ENSURE TOP OF FOOTING MIN.3'-0" BELOW FINISHED GRADE SEAL: 5ISTIEo qR Q��PQp,M C. N� 1 FOUNDATION PLAN 32427 ��- . SCALE:1/4"=V-0" �ofi NEW 1 CS 20 X 36 EVERY 32" O.C. TOP OF 1ST FLOOR SUBFLOOR USE WRAP STRP W/ GRACE ELEV. 0'-0" VYCOR IN CONTACT W/ PRESSURE TREATED WOOD 5/8" DIA. X 12" HOT DIPPED GALVANIZED A.B. ®4 8" O.C. i TYP. NOT MORE THAN 12" FROM EACH CORNER W/ 3"x3"x3/16" SQ. WASHER COP—R—TEX TERMITE SHIELD ° PROJECT: e ° e �° o 8" POURED CONCRETE WALL Bellesheim Residence d °d WATERPROOF ALL SURFACES BELOW GRADE W/ WARM N DRI COMPACTED CLEAN SAND \ \ \ \ BACKFILL Z j///\//�//\// Orient, NY 2" CONC. SLAB DRAWING NAME: FOUNDATION PLAN ° d O a ° . — \ °O d ° — VAPOR BARRIER \ 8 . d a d . COMPACT SAND a = KEY WAY ( I I I I I I I I I I (2) #5 REBAR DRAWING NUMBER: DRAWN BY: SET: UNDISTURBED SOIL 0 5' 10' 20' CHECKED BY: SCALE: 1/4"=1'-�" SHEET: 2 TYP. FOUNDATION WALL 21 PROJECT No SCALE: 1 1/2"=l'-O" ARCHITECT 528 SOUTH HARBOR ROAD SOUTHOLD, NY 631806 2537 EXISTING PROPOSED 10'-2 1/2" loe 20-9 1/2" 07 J NOTE FRAMING OV%AN S 6")(8" 5" FOUNDATION 1" ENT RE W LL I UTDOOR ER -I � 0 I ; Al STEPS UP (3)2-Xlo- ub I L Ll L 1 5 1/2" �t BEDROOM DRYER F1/2 Cn STEPS UP 1 -1 LAUNDRY 4--4 1/2" i (3)2"X6" rn HA DRAIL JACK POST " WASHER 3 DECK PERT NYS CODE KITCHEN 2--11" r\j POAPET WALL 00(D CO P.C.APRON x FIRE RATED DOOR CON 04 W/SELF CLOSING HINGES ce u 00 `o IJJ ?< z Fli IL 2)11 24"X9 2 LVL RIDGE BE M > _j Co 00 g. BATHROOM BATHROOM o) �MZDF�0!'-Om V r\j c� UWOOD FLOO C� UP CY) I � I — b = ao Co T-3-F.D. L r\j HANDRAIL TA 5 O SERIES 14 11 Ln PER 1`111111S EIGID& @16'1 O.C. POST J NEW WALL Ile am Ir 9 x CID FI-070 TO ALIGN W/ (3)2"X1 0 < EXIST, GARAGE OVERHEAD GA GE A uj �t & 4" P.C. SLAE�ON GRADE DOOR STEPS DN �B IV . O2. WI 6x6 VVIAW1.4\AIWM DINING 0 1 5 ll/�/ 43/8' DECK�4 0 E 2" 6 PERMIT SET 25 JANUARY 2025 ■ (3)2"X6" 5 PROGRESS SET 20 JANUARY 2025 JACK POST 4 PROGRESS SET 10 JANUARY 2025 BEDROOM T7- - 3 PROGRESS SET 28 DECEMBER 2024 2 ENGINEER SET 11 NOVEMBER 2024 1 PROGRESS SET 04 NOVEMBER 2024 STEPS UP 41 NO. ISSUANCE DATE X 9 LVL -4� (2)1 LVL (2)l 4 2 WORK ElENCH SINK] RELEASES L rn EXISTING UNITS -fT- LIVING ROOM O RELOCATED SEAL: (3)2" 10" AAc C.PORCH FRAMING ri d NOTE: OVERHANG C IV BEAM NOTE: OO FOUNDATION 1 ENTIRE WA op ox �R \. = (p) NOTE: FRAMING OVERHANGS SUPPORTS L r\j IFOUNDATION 1 ENTIRE WALL LANDING 4m}m"m 6"X8" STEPS UP 0 JP421 91, 1 '01 10'-2 1/2" Lu 112 %4� C, NEW BEDROOM I (2)2"X10" MIN. HEADER CO CARBON MONOXIDE DETECTOR SD O SMOKE DETECTOR RR RATE OF RISE DETECTOR PROJECT: Bellesheim Residence EXISTING UNALTERED Orient,, NY DRAWING NAME: FIRST FLOOR PLAN DRAWING NUMBER: DRAWN BY: SET: 0 5' 10, 20' CHECKED BY: —M 111117777 - SCALE: SHEET: PROJECT No 202 ARCHITECT 528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537 I 9'-4 3/4" 2T-4 10" 12'-3 1/4" I 12'-3 1/4" 01 i (3)2" 10" El FAMILY ROOM WOOD FLOORING _ rn M o NI ., I min W iV 2"X10"R.R. Mpl 2"X10" R.R. a� N I @16"O.C. } � @16"O.C. N M ° � Q E� HANDRAIL PER i� ON 2'-1 NYS CODE 3 1/2" Ln 51 ' PARAPET RAILING X CL. OPEN TO BELOW _� oN 7 REVISED PERMIT SET 03 MARCH 2O25 C> 6 PERMIT SET 25 JANUARY 2025 5 PROGRESS SET 20 JANUARY 2025 Ln I 4 PROGRESS SET 10 JANUARY 2025 co BATHROOM 3 PROGRESS SET 28 DECEMBER 2024 2 ENGINEER SET 11 NOVEMBER 2024 3- TILE I 1 PROGRESS SET 04 NOVEMBER 2024 El o TAIR DN SD 8 N0, ISSUANCE DATE m 2X 6 `v RELEASES /3�2 SEAL: l I , <'`ED pRcy�T 12'-3 1/4" I 11'-5 1/2" 10'-2 1/2" 26'-6 1/2" S�, 03242�yC OF NE 2 "X8" MI . H A R CO CARBON MONOXIDE DETECTOR SD SMOKE DETECTOR RR RATE OF RISE DETECTOR I i i I PROJECT: Bellesheim Residence i Orient, NY DRAWING NAME: SECOND FLOOR PLAN N DRAWING NUMBER: DRAWN BY: SET: 0 5' 10, 20' CHECKED BY: SCALE: 1/4"=1'-0" SHEET: PROJECT No 2,93 ul 1 11 ARCHITECT 528 SOUTH HARBOR ROAD SOUTHOLD, NY 631806 2537 35'ABOVE AVERAGE GRADE 1"X8" FASCIA 1"X6"TRIM .......... ............. ... ....... SIDING .......... ............ ..........I SIDING ING ....... ..... ........ ........ ......... VX8"TRIM V 00X4"TRIMr 7 LEAVE/FASCIA j FIDE ODD "-TRIM TO MATCH EXIST. -ILIL -IN, INCLUDE GUTTER O A A C SIDING LL 1 1"X6"TRIM .......... ........... f C) ............ :---,................ ... ........ CD ESOUTH ELEVATION SCALE: 1/4"=V-0" 6 PERMIT SET 25 JANUARY 2025 5 PROGRESS SET 20 JANUARY 2025 4 PROGRESS SET 10 JANUARY 2025 3 PROGRESS SET 28 DECEMBER 2024 2 ENGINEER SET 11 NOVEMBER 2024 1 PROGRESS SET 04 NOVEMBER 2024 NO. ISSUANCE DATE RELEASES 1"X8" FASCIA 1"X6"TRIM SEAL: ER 1?c 0 ............ SIDING (p 24 27 NEV4 SIDING.; 1"X8"TRIM 1"X4 TRIM PROJECT: 71 Bellesheim Residence ........... L 178! TRI M 11 J A F77 O lu� I .......... . .......................................... ......................... Orient NY .......... I"X6' TRIM DRAWING NAME: ELEVATIONS 2 NORTH ELEVATION SCALE: 1/4"=l'-O" DRAWING NUMBER: DRAWN BY: SET: 0 51 10, 20' CHECKED BY: SCALE: 1/411=11-011 SHEET: PROJECT No Ad L orn\ r ARCHITECT 528 SOUTH HARBOR ROAD SOUTHOLD, NY 631806 2537 1"X8" FASCIA ASPHALT ROOFING 1"X8" FASCIA ASPHALT ROOFING 'TRIMJ "X6' .......... 1'16"T M .......... 1"X67TRIM" , 1"X6 TRW SIDING SIDING ............. ........... ASPHALT ROOFING ASPHALT ROOFING 11-X81`TRIM "A"TRIM I VX8"TRI 7 SIDING 178"TRIM: SIDING 2 L SIDING 1"X6"TRIM 4,2 f i . ... ........ OVERHEAD GARAGE DOOR 6 PERMIT SET 25 JANUARY 2025 5 PROGRESS SET 20 JANUARY 2025 4 PROGRESS SET 10 JANUARY 2025 3 PROGRESS SET 28 DECEMBER 2024 1 EAST ELEVATION SECTION THRU MUDIROOM 2 ENGINEER SET 14NOVEMBER 2024 VIEW EAST PROGRESS 0 1 NOVEMBER 2024' SCALE:1/4"=V-0" 20 SCALE: 114"=V-0" NO. ISSUANCE DATE RELEASES SEAL: C. vo zo 0 427 NEW PROJECT: Bellesheim Residence ----------- Orient, NY DRAWING NAME: ELEVATIONS 3SECTION THRU MUDIROOM VIEW WEST . SCALE:1/4"=V-0" DRAWING NUMBER: DRAWN BY: SET: 0 5' 10, 20' CHECKED BY: SCALE: 1/4"=11-011 SHEET: PROJECT No L 3 *2 1 ARCHITECT I 528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537 I 1 1 24 TOP OF PLATES I I I PTD GWB PTD GWB I o LL �C I � I I 1 I TOP OF SUBFLOOR TOP OF PLATES 5/8"TYPE 5/8"TYPE X GWB X GWB -------� -ILIL IT _JL-11. AIL ----------- T 5/8"TYPE X GWB I ------ i 5/8"TYPE X GWB r- ---------' Lj I F.FL. 25.0 / --- / TOP OF EXIST.SUBFLOOR --- - ------------ -- -- ----- — ------- L- I TOP OF FOUNDATION \ `rNr \ SLAB 20.66 M ==== TOP OF SLAB ----� Lu L------ I NOTE:THICKEN SLAB o o AND DROP WALL z I I ------------------- u- TOP OF FOOTING- L - ________ ______________________ ---------------------------- ELEVATION VARIES 1 4.2 I CROSS SECTION N0.1 ! CROSS SECTION N0.2 1 . SCALE: 1/4"=1'-0" 20 SCALE: 1/4"=1'-0" 6 PERMIT SET 25 JANUARY 2025 5 PROGRESS SET 20 JANUARY 2025 4 PROGRESS SET 10 JANUARY 2025 3 PROGRESS SET 28 DECEMBER 2024 2 ENGINEER SET 11 NOVEMBER 2024 1 PROGRESS SET 04 NOVEMBER 2024 NO. ISSUANCE DATE RELEASES SEAL: 1 CkE I iPTD.TRIM o32a21`�F NEW A I I PTD GWB / \I I I i12 112 I 1 5/8"TYPE X GWB — — I - -TIE5/8"TYPE X GWB I T- I PROJECT: LLJ T Z Bellesheim Residence I I I I Orient, NY ----------------------------7 L1 --------------- L--+-------------------- DRAWING NAME: BUILDING CROSS SECTION No.3 LONGITUDNAL SECTION No SECTIONS 3 . SCALE: 1/4"=1'-0" I 4) SCALE: 1/4"=1'-0" I DRAWING NUMBER: DRAWN BY: SET: 0 5' 10, '7 20' CHECKED BY: A SCALE: 1/4"=1'-0" SHEET: PROJECT No 3 • 3 k dam ASPHALT SHINGLES k 2 PLYWOOD ARCHITE T TRIM 528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537 2"X8" R.R. CO 2"X10" ROOF RAFTER Ln SIMPSON H2 HURRICANE CLIP ANDERSEN CASEMENT WINDOWS 6"X8" 4"X6" FASCIA 4"X6"W/SOLID WD. BLOCKING&(2)KING STUDS 0 EACH SIDE PROVIDE(2)4' MACHINE BOLTS 4" MACHINE I I 0 BOLT TYP. 3. 2" PTD.G.W.B. 3'-9" 4 MACHINE 8"CDX PLYWOOD BOLT TYP. SIDING 4"X6" 2"X6"STUD WALL i� N 4"X4" 4" MACHINE BOLT TYP. 4WD.FLOORING 4"CDX PLYWD. ASPHALT SHINGLES N " PLYWOOD — LVL RIM JOIST TRIM T.1.1 N $" PTD.G.W.B. TRIM 5/8" PTD.G.W.B. BRACKET DETAIL @ ROOF OVERHANG a 5"CDX PLYWOOD 40 SCALE:1"=1'-0" SIDING 6 PERMIT SET 25 JANUARY 2025 5 PROGRESS SET 20 JANUARY 2025 4 PROGRESS SET 10 JANUARY 2025 2"X6"STUD WALL 3 PROGRESS SET 28 DECEMBER 2024 2 ENGINEER SET 11 NOVEMBER 2024 1 PROGRESS SET 04 NOVEMBER 2024 NO. ISSUANCE DATE RELEASES SEAL: C.vo�o P =ai QF NEw 1" FURRING STRIPS PROJECT: 4" P.C. SLAB ON GRADE Bellesheim Residence W/6x6 W1.4xW1.4 WWM 8" POURED CONCRETE WALL NTGRADE Orient, NY o i DRAWING NAME: WALL SECTIONS 8"X16" P.C.FOOTING W/(2)#5 REBAR DRAWING NUMBER: — DRAWN BY: SET: 0 5' 10' 20' CHECKED BY: SCALE: 1�4"=1'-0° SHEET: WALL SECTION PROJECT No 4* 1 1 0 SCALE:3/4"=1'-0"