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HomeMy WebLinkAbout36760-Z ®gUffOt,� Town of Southold Annex 5/23/2013 P.O.Box 1179 54375 Main Road oy �; Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36256 Date: 5/23/2013 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 2095 Lake Drive, Southold, SCTM#: 473889 Sec/Block/Lot: 59.-5-3 . Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 10/4/2011 pursuant to which Building Permit No. 36760 dated 10/18/2011 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: One Family Dwelling Living Room,Dining Room, Kitchen, 4 Bedrooms, 3 Baths, 1/2 Bath, Den, Pantry/Laundry, Decks, Screened Porch, Fireplace, Hot Tub, Garage, as applied for. The certificate is issued to Bernstein,Warren&Nina (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-11-0014 5/9/13 ELECTRICAL CERTIFICATE NO. 36760 4/17/13 PLUMBERS CERTIFICATION DATED 5/3/13 Kevjq Rempe Plumbin4&Heating A h ed ignat ' TOWN OF SOUTHOLD BUILDING DEPARTMENT coTOWN CLERK'S OFFICE o v 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#: 36760 Date: 10/18/2011 Permission is hereby granted to: Bernstein, Warren & Nina 65 Old House Lane Sands Point, NY 11050 To: Additions &Alterations to a Single Family Dwelling; Living Room, Dining Room, Kitchen, 4 Bedrooms, 3 Baths, 1/2 Bath, Den, Pantry/Laundry, Decks, Screened Porch, Fireplace, Hot Tub, Garage, as applied for. At premises located at: 2095 Lake Drive, Southold SCTM # 473889 Sec/Block/Lot# 59.-5-3 Pursuant to application dated 10/4/2011 and approved by the Building Inspector. To expire on 4/18/2013. Fees: CO -ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,606.00 Total: $1,656.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00, Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00, Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-S25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00,Commercial $15.00 Date. J h f j New Construction: Old or Pre-existing Building: (check one) Location of Property: 2 O q9 S Z ra lnr 01-,vc sf jl.�j d House No. Street Hamlet Owner or Owners of Property: UVfeP, J. Suffolk County Tax Map No 1000, Section r9 -ir- 3 Block Lot Subdivision Filed Map. Lot: Permit No. 3 7 6 Date of Permit. Applicant: ' Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate- Final Certificate: 1/ (check one) Fee Submitted:$ � Applicant Signature SO FOLK COG Town Hall Annex 0� y Telephone(631) 765-1802 54375 Main Road co :� Fax (631) 765-9502 P.O. Box 1179 p Southold, NY 11971-0959 y�l�1 0! roger.richert(aDtown.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: N&W Bernstein Address: 2095 Lake Drive City:Southold St: NY Zip: 11971 Building Permit#: 36760 Section: 59 Block: 5 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-e SITE DETAILS Office Use Only Residential x Indoor x Basement X Service Only Commerical Outdoor x 1st Floor x Pool New x Renovation 2nd Floor x Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 50 Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 12 Wall Fixtures 14 Smoke Detectors Main Panel 200a A/C Condenser 2 Single Recpt, 2 Recessed Fixtures 83 CO Detectors 2 Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture 15 Pumps Transformer Appliances Iq Dryer Recpt 1-30 Emergency Fixtures Time Clocks 00a Disconnect 2 Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment: 200a underground service, 5-paddle fans, 5-exhaust fans, 3-ARC fault circuit bree out door deck and stair lighting,1-self contained hot tub disconnect(GFCI protected) Notes: Inspector Signature: Date: April 17 2013 Electrical Certificate.xls j . . i - � o0 Town Hall Annek i O l Telephone(631)_765-1802 54375 Main Road Fax(63 I)76579502 P.O:Box 1179 G Southold,New York 11971-0959 �Q BUILDING DEPARTMENT D E. TOWN OF SOUTHOLD is MAY 1 .1 2013 BLDG..DEPT. TOWN OF SOUTHOLD CERTIFICATION Date: - — 3 Building Permit No. j 3 �C) Owner.' lJ N 10�9 (PI'`ase print) Plumber: � � �� �+ .. LI. : (Pl' e pr C int I certify that the s Ader used in the water supply system contains legs ahan 2/10-of 1/o- lead. PP Y Y ° = (Plumbers Signature) Sworn to'before me this day of '-C 2 L 13 CHRISTY SEYMORE Notary Public,State of New Y6rk No.01SE6131594 Qualified in Suffolk County Commission Expires August 06,20—' � Notary Public, I` County /� OF SO�j�,o� ly cOUMY,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROU H) [ ] ELECTRICAL FINAL) REMARKS: C DATE G1-�OV INSPECTOR i so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F DATION 1ST [ ] ROUGH PL13G. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (RO ,GH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR 3 (:2 7 pf SOUTyo moo` • ao ycOUNi`l, TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTION [ ] FOU AT ION 1 ST [ ] ROUGH PLBG.- [ ] F NDATION [ ] INSULATION f [ FRAMIN STRAPPING [ ] FINAL [ ] FIREPLAC N f ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUG ) [ ] ELECTRICAL (FINAL). REMARKS: G DATE INSPECTOR • OF SOpj�o� (o7. P • aQ cOUNi'1, TOWN OF SOUTHOLD BUILDING -DEPT. 765-1802 INSPECTI [ ] FOUNDATION 1ST I ' ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: a DATE INSPECTOR .Z� OF SO(/T�o! co , TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - I FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION. [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY. [ ] FI f SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ 44 RE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR � � 3 G 766 �o��oF souryo� couto, TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE '�� �� INSPECTOR �4 SO(/l�o� H � cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] R FI PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR / oF so�ryo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU PLBG. [ ] FOUNDATION 2ND [ SULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [. ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMA ; d6 DATE ` INSPECTOR OF SOUIyo� rA v cout I,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR' ' �� �y00UM`I N� TOWN OF SOUTHOLD BUILDING DE T. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY S CTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTAN ET [ ] ELECT L (ROUGH) [ ] ELECTRIC INAL) REMAR • -r DATE INSPECTORI/ / 1 7 ; i BERGDES GN ARCH TECTURE April 30"2013 Town of Southold Building Department 54375 Route 25 , Southold, NY, 11971 Attn: Mr. Gary Fish Dear Mr. Fish, I am writing to confirm that the ceiling assembly in the garage of the new residence at 2095 Lake Drive in Southold owned by Warren and Nina Bernstein, is 5/8"thick gypsum wall board and that all penetrations have been insulated with fire proof insulation giving that ceiling a fire rating of 45 minutes. Sincerely, John Berg , OLt��'y�1A E C E V E MAY 3 1 2013 BLDG.DEPT. TOWN OF SOUTHOLD Copy:file Path:0120/Dots/letterO43013 88 Old Stone Highway East Hampton New York 11937 917 328 3905 bergdesignarchitecture.com 1� 11 0 • � • 1 1 PLUMING :L INSULATION PEIIZ N.Y. STATE ENERGY CODE • ,Ara 1 ` WAA Ire I ADDITibNAL COMMENIS MOIDIM BE • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING-'DEPARTMENT Do you have or need the following,before applying? TOWN'HALL — Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502. Survey South oldTown.NorthFork.net PERMIT NO. �I�6 Check Septic Form - N.Y.S.D.E.C. c� Trustees � � I I � Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form Contact: Approved I b ,20 ' Mail to: .JORQ Ift4l eo8am 5-" q161HwAi., Phone: Expiration 'T — 20 �^ rl E C E W l� Building Inspector OCT - 3 2011 PLICATION FOR BUILDING PERMIT Date a -,V ff` 3tL9 , 20 It BLOC. DEPT. INSTRUCTIONS 1 TOWN OF SOUTHOLR ' a. This application MUST..be completely filled in by typewriter-or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to'sc,le. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issugs a•Certificate of.Occupapcy. f,.Ever y building per' shall'expireif the work authorized liar not commenced withiii 1.2 months after the date of issu, vibe or`has pot been completed,with,in, 18 months,frona.,such date. If no zoning amendments or,other regulations affecting the prcperty have been enacted in the interi.an,the Building Inspector may authorize, in wi•itin&"the extension of the permit for an addition six months. Thereafter, a new permit sliall'be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Pen-nit 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, or 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 for necessary inspections. (Signaturjog appl' nt or name, if a corporation) (Mailing address of applicant State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises.____ NINE b�Gwsir i ) (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: t IZOQ 5 I A1515--�PZIVV zs� toZD House Number Street Hamlet County Tax Map No. 1000 Section 61 Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupan l y—SI M6 L6 AptM 1(4 PAS l3PO% b. Intended use and occu and y N 5 VW I1, I N Ge P / 3. Nature of work(check which applicable): New Building Addition Alteration Repair V-` Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,'.comxziercial,py mixed occupancy, specify nature and extent of each type of use. 1 7. Dimensions of existi'nq structures, if any: Front 41 ?JAI 4 Rear 4W m A Depth •L} Height 1-7 • 75 Number of Stories 2. Dimensions of same structure with alterations or additions: Front Rear Depth eight Number of Stories 8. Dimensions of entire new construction: Front 43 Rear 47. Depth 3 Height •_ r7,. _ . Number of Stories 2, 9. Size of lot: Front 1190 Rear 1 26, Depth 3 72. 7 10. Date of Purchase Name of Former Owner JONN OXE E 11. Zone or use district in which pre�ises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES O Will excess fill be removed from premises? YES NO �; Nw11,�S ,J &S atV RW$V 4WC-, SowV5- POLX T,Ny 11050 14. Names of Owner of prWnises Adss Phone No. SI(o -7aZq Name of Architect .I0KN Addres "Oe taw Phone No !40 '3 -✓qd5 Name of Contractor Address 06THW00*01` �one No. 1 %315 a. Is this property within 100 feet lof a tidal wetland or a freshwater wetland? *YES ✓ NO * IF YES, SOUTHOLD TOWN T STEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ✓ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale.;with accurate founda i6ff plan and distances to property lines. 17.,If elevation at any point,on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and rest ictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SK COUNTY OF )S: Sufft '�.• being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly autiorized 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 knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi 3 day of 20 T ; KAREN NOSE . Notar Public f,-()'A R)'&�USLlE',RAC E OF NEW YORKSignatu of Appl' QUALIFIED 0N'S�JFB=i'LK COUNTY NO.01-N04372994 CORAftSSION EXPIRES OC 9 OBER 6, �o�y 4 BOARD OF SOUTHOLD°TOWN TRUSTEES SOUTHOLD' NEW YORK PERMIT N0..7540 DATE: APRIL 20.2011 etl�l WARREN ISSUEDOs &NINA BERTTEIN, .� PROPERTY ADDRESS: 2095 LAKE DR. .SOUTHOLD; SCTMM59=5-3.<. ; ,c,` AUT�I'ORIZATION �9°/'e°j� s !! Pursuant to the provisions of Chapter 275 and/or Chapter I.i `of the Town Code of the Town of Southold and'iri accordance with the'Resolutbn oft�i' Boar 'of Tnftees adopted at the rneetmg lie id on April 20,2011 in consideration of application fee in the sum' $250 00 paid liy WArren&N na'Barnstein and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes °'' and petmits the following z Wetland Permit to construct first and seeon'd`floor additions fo'the existing'two=story dwelling, construct 13'X 8.6' and 18^__X 8_6' deck addition onear of dwelling; proposed driveway expansion with y railroad tierier a ning'wall;no.haghervthan,,;:install>two 8?.,dia dr.=ywells>for stormwater run-off,• abandon existing sanitary system and install-new sanitary system; repair and/or.replace,existangwood-deck and stairs at Great Pond;construct new 1 20' dock using open,,grate decking and 4"X 4"structural support 3' posts, t am phragmi es by hand to a:height no lower than:l2"at elustmg,de.c an s airs and,disposed of o site; repair and/or replace existing.snow fencing;and aka.ndort well Construct ;SIX 12.2 stems on west s► V5r / rear of dwelling; construct 71X 11.5'steps in front of dwelling; remove existing steps'in"the front of we hn on west_side, and remove 3'X 7' steps to front of the west side of dw;elhng an rep:a¢e with deck,and as )� / depicted on flue plait'p'i epaYed by Cos a d' a�`ne'ContraCh g orp`'date ay 16,2l)11 and'site plan �'. prepared by Bergdesgn Architects dated May 23,2011,stampeth'`approved on June 8 2011• t,tlol . IN WITNESSVNEREOF,.the ia4dBoard of Trustees hereby.capse its Corporate Seat to;be affixed, and these presents to be subscribed by a majority of the said Board:as:of this date.ca . . ........... ...... �� `..,- . _ � ;tip-%•' �;, 1 `,�.�•' a ;� - �� _ , �,. e�// • / • ..../ \Iw � I li: -_rw IVe-'F r/I 11i� �.i°i�i.h?e CAI ..... _y.'�° M.dh' - ..���a r1A� •yr.-.•I::!�4..~ sSi��Alr�.ry �_J/i�reetelDo . James F.King,President V S 01 11 Town Hall Annex Bob Chosio,Jr.,Vice-President ,�4� �l�j 54375 Main Road P.O. Box 1179 Dave Bergen 41 Southold,New York 11971-0959 John Bredemeyer G O�Michael J.Domino Telephone(631)765-1892 p Y Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE -4 0854C Date: May 8. 2013 THIS CERTIFIES that the demo and reconstruction of dwelling; deck additions; deck repairs/replacements: new steps: drvwells;new sanitary system,• 4'x20' dock extension; 4' wide lower platform;himmina of phragmites;abandon well; snow fencing,• new parking area and driveway with railroad tie retaining wall At 2095 Lake Drive, Southold,New York Suffolk County Tax. Map # 59-5-3 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 3/17/1 1 pursuant to which Trustees Wetland Permit#7540 Dated 4/20/11, was issued and Amended on 7/20/11, Amended again on 4/18/121 and Amended again on 2/20/13, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demo and reconstruction of dwelling, deck additions-, deck repairs/replacements; new _steps;drvwells; new sanitary system: 4'x20' dock extension,• 4' wide lower platform,• trimming of phrag-mites; abandon well• snow fencing:new parking- area and driveway with railroad tie retaininq wall. The certificate is issued to WARREN &NINA BERNSTEIN owners of the aforesaid property. Authorized Signature. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION: 'DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-03169/00002 6/21/2011 .FACILITY/PROGRAM NUMBER(S) PERMIT EXPIRATION DATE(S) i • Under the Environmental 6/20/2016 Conservation Law TYPE OF PERMIT ® New n Renewal n Modification n Permit to Construct n Permit to Operate ❑ Article 15,Title 5: Protection of Waters ❑ Article 17,Titles 7,8:SPDES: ❑ Article 27,Title 9; 6NYCRR 373: Hazardous Waste Management ❑ Article 15,Title 15:Water Supply ❑ Article 19:Air Pollution Control ❑ Article 34:Coastal Erosion ❑ Article 15,Title 15:Water Transport ❑ Article 23,Title 27:Mined Land Management Reclamation ❑ Article 15,Title 15:Long Island Wells -❑ Article 36:Floodplain Management ® Article 24:Freshwater Wetlands p Article 15,Title 27: Wild,Scenic and ❑ Articles 1,3, 17, 19, 27,37;6NYCRR Recreational Rivers ❑ Article 25:Tidal Wetlands 380:Radiation Control ❑ 6NYCRR 608:Water Quality ❑ Article 27,Title 7; 6NYCRR 360:" Certification Solid Waste Management PERMIT ISSUED TO TELEPHONE NUMBER Warren Bernstein ADDRESS OF PERMITTEE 65 Old House Lane, Port Washington,.NY 11050 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Twomey-, Latham, Shea, Kelly, Dubin & Quartararo LLP, PO Box 9398, 631-727-2180 Riverhead, NY 11901 NAME AND ADDRESS OF PROJECT/FACILITY Bernstein Property, 2095 Lake Drive, Southold, NY 11971. SCTM# 100-59-5-3. COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold SO-5.. E: 713.7 N: 4549.2 DESCRIPTION OF AUTHORIZED ACTIVITY: Construct first and second story additions, decks, stairs, storm water.runoff drainage structures and deck and parking area expansions to the existing Single Family Dwelling. Abandon the existing and construct a new relocated sanitary system with retaining wall surround. Revegetate affected wetland adjacent areas. Construct a fixed dock structure. All work.shall be done in accordance with the attached plans prepared by Barrett, Bonacci &Van Weele, P.C. last revised 5/31/20.11 and stamped NYSDEC approved on 6/21/2011. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL�, all applicable regulations, the General Conditions,specified and any Special Conditions included as part of this permit. . DEPUTY PERMIT ADMINISTRATOR: ADDRESS Susan V. Ackerman (GRZ) Region 1 Headquarters, SUNY @ Stony Brook,50 Circle Road, Stony Brook, NY 11790 -3409 AUTHORI D SIGN TUBE DATE Page 1 of 5 6/21/2011 IrLt. Ivlll♦JInIL IJL'fnf111VICIVI Vr CIV VIIlV1YlY1C1Y1nL VVIVJCI'IVMIIVIV SPECIAL CONDITIONS 1. Any work, disturbance;and or storage of construction materials shall be confined to within the limit'of clearing and ground disturbance,shown on the approved plan. 2. Any demolition debris, excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of on an approved upland site more than 100 feet from any regulated freshwater wetland. These materials shall be suitably stabilized so as not to re-enter any water body, wetland, or wetland.adjacent area.. 3. Prior to commencement of any construction activities, a continuous row of straw bales shall be'staked end to end along LCGD line, downslope of any areas of ground disturbance. 4. Straw bales shall be entrenched two to four inches into the ground. 5. The bales shall be maintained, repaired and replaced as often as necessary to ensure proper function, until'all disturbed areas are permanently vegetated. The average useful life of a bale is approximately 3- 4-months. Sediments trapped by the bales shall be removed to an approved upland location before the bales themselves are removed. 6. All fill shall consist of clean soil, sand and/or gravel that is free of the following substances: asphalt, slag; flyash, broken concrete, demolition debris, garbage, household refuse, tires; woody materials including tree or landscape debris, and metal objects. The introduction of materials toxic to aquatic life is expressly prohibited. 7. Use Pressure Treated Wood Where treated wood lumber is to be used in the construction of in-water .structures, only pressure treated wood with a preservative and treatment process approved (stamped or otherwise marked as certified) by the American Wood Preservative Association can be used. Wood treated with CCA (Chromated Copper Arsenate) or ACQ (Alkaline Copper Quat) can be used in all aquatic environments. Wood treated with Pentachlorophenol can only be used in freshwater .applications. 8. Wood Debris and Wash Water All treated wood must be aged in the open air for at Least three months prior to in-water use. Wood with surface deposits must be washed for at least 5 minutes under running water prior to use. This washing must occur more than 100 feet from a wetland or waterbody. . Wash water and any wood debris, such as sawdust, must not enter any wetland or waterbody. 9..All roof runoff shall be directed to drywells as shown on the approved plans. -10. All equipment and machinery shall be stored and safely contained greater than.100 feet landward of the regulated wetland or water body at the end of each work day. This will serve to avoid the inadvertent leakage of deleterious substances. into the regulated area. 11; All areas of soil disturbance resulting.from this project shall be seeded with an appropriate.perennial grass, and mulched with straw immediately.upon completion of the project, within two days of final grading, or by the expiration of the permit, whichever is first. DEC PERMIT NUMBER Page 2 of 5 1-4738-03169/00002 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS 12. Suitable vegetative cover is defined as a minimum of 85% area vegetative cover with contiguous unvegetated areas no larger than 1 square foot in size. 13. The area as shown on the approved plans shall be planted with.native species as noted. 14. 2 Year Plant Survival All plantings shown on the drawings made a part of'this permit must'survive for a minimum of two growing seasons. If mortality exceeds ten percent, or bare areas occur, dead plants must be-replaced. 15. The permittee shall incorporate the attached Covenant (or similar Department-approved language) to the deed for the property where the project will be conducted and file it'with the Clerk of Suffolk County within 30 days of the effective date of this permit'. This deed covenant shall run with the land into perpetuity. . A.copy of the covenanted deed or other acceptable proof of record, along with the number. assigned to this permit, shall be submitted within 90 days of the effective date of this perm to the Regional Habitat Manager. DEC PERMIT NUMBER Page 3 of 5 1-4738-03169/00002 NtW YUHK S I A 1 E UEPAH I MEN I OF'ENVIRONMENTAL CONSERVATION GENERAL CONDITIONS —Apply to ALL Authorized Permits: 1. Facility Inspection by the Department The permitted site or facility, including relevant records,'is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department) to determine whether the permittee is complying with this permit and the ECL.Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3).The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit,including all referenced maps; drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Uniess'expressly provided for by the Department, issuance of this permit does not modify,supersede or rescind any order or determination previously issued by the Department or any of the terms,conditions or requirements contained in such order or determination.• . 3. Applications for Permit Renewals or Modifications The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator, Region 1, SUNY @ Stony Brook,50 Circle Road, Stony Brook, NY 11790. 4. Submission of Renewal Application. The permittee must submit a renewal application at least 30 days before permit expiration for Freshwater Wetlands,Tidal Wetlands and Rivers'permits. 5. Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit. The grounds for modification,suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; C. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions,orders of the commissioner, any provisions of the Environmental Conservation Law or regulations'of the Department related to the permitted activity. 6. Permit Transfers Permits are transferrable with the approval of the department unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to;actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification. The permittee,excepting state or federal agencies,expressly agrees to indemnify and hold harmless the.Department of Environmental.Conservation:of the State of New York, its representatives,employees,and agents("DEC")for all claims,suits, actions,and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with,or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions.of the permit. This indemnification does not extend to any claims, suits,actions,or damages to the extent attributable to.DEC's own negligent'or intentional acts or omissions,or to any claims,suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors,employees,agents and assigns of their responsibility to comply'with this permit,including all special conditions while acting.as the permittee's agent with respect to the permitted activities, and such.persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits,approvals,lands,easements and rights-of-way that maybe required to carry out the activities that are authorized by this permit.. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize-the impairment of any rights,title,or interest in real or personal property held or vested in a person not a party to the permit. DEC PERMIT NUMBER Page 4 of 5 1-4738-03169/00002 lvcvv 1 vnn J 1 M I c Ucrmrl I IV1cIV 1 Ur tN V MUNCAUM I AL I:VIVJtHVH 11UN ,ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15(TITLE 5),24,25,34 AND 6NYCRR PART 608 L If future operations by the State of New York require an alteration in the position of the structure or work her authorized,or if,in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health,safety or welfare of the people of the State,or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work,obstructions,or hazards caused thereby without expense to the State,and if,upon the expiration or revocation of this permit,the structure,fill,excavation,or other modification of the watercourse hereby authorized shall- not be completed,the owners,shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 2. The State of-New York shall in no case be liable for any damage or injury.to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. . 3. All necessary precautions shall betaken to preclude contamination of any wetland or waterway by suspended solids, sediments,fuels,solvents,lubricants,epoxy coatings,paints,concrete,leachate or any other environmentally deleterious materials associated with the project. 4. Any material dredged in the conduct of the work herein permitted shall be removed evenly, without leaving large refuse piles,ridges across or along the bed of a waterway.or floodplain,deposits within any regulatory floodway,or deep holes that may have.a tendency to cause damage to navigable channels or to the banks of a waterway. 5. There shall be no unreasonable interference with navigation by the work herein authorized. 6. If upon.the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and in as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York.on account of any such removal or. alteration. 7. If granted under 6NYCRR Part 608,the NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301,302,303,306 and 307 of the Clean Water Act of 1977 (PL 95-217.)provided that all of the conditions listed herein are met. 8. At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this.pernut. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned, along with.photographs of the completed work and, if required,a survey. 9.. All activities authorized by this permit must be in strict conformance with the approved plans submitted by.the applicant or his agent as part of the permit application. Such approved plans were prepared by Barrett, Bonacci & Van Weele,.P.C. last revised 5/31/2011 and' stamped NYSDEC approved on 6/21/2011. DEC PERMIT NUMBER Page 5 of 5 1-4738-03169/00002 i Town of Southold: .Erosion, Sedimentation & Storm-Water Run-oft ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Dl STORM-WATUIlct GRADING,DRAINAGE AND EROSIQN C NTROL PLAN -6�stir7u _5&:6RF aloe ck —C-"-- CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORi C SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORKASSESSMENT Yes No a. What is the Total Area of the Project Parcels? Will this — (Include Total Area of all Parcels located within Project Retain All Stortn-Water Run-Off the Scope of Work for Proposed Construction) /�t0 Generated by a Two(2*)Inch Rainfall on Site? b. What is the Total Area of Land Clea (SF.f Aaes) (Thts.ifem will include all MI-otf treated by site V ►9 clearing and/or construction activities as well as all F-1 and/or Ground DisWrbance for the proposed Site Improvements and the permanent creation of construction a~ impervious surfat es.) f ) 2 Does the Site Plan and/or I Survey Show All Proposed.PROVIDE BRIEF PROJECT'DESCRII'FION mode Admbralpages as Needom • Drainage Structures Indicating Size&Location?This I Item-shall include all Proposed Grade Changes and • /9G� J1Int!�s�STEM (W 5 Slopes Controlling Surface Water Flow. uL S 3 Does the Site Plan and/or Survey describe the erosion 1 S�M . and sediment control practices that will be used to ✓ -._. fNoV �,r DN rL i5� ��•- control site erosion and storm water discharges. This ' wY VJG G/'�• `!A! item must be maintained throughout the Entire �" �V!7?Dt) OF ZOO SZQP'�0F N&V Constriction Period. ! 4 Will thil;Project Require any Land Filling,Grading or I/1JDAeCI�N Excavation where there is a change to the Natural / Existing Grade Involving more than 200 Cubic Yards of Material within-any Parcel? rj Will this Application Require Land Disturbing Activities / Encompassing an Area in Excess of Five Thousand _✓ (5,000 S.F.)Square Feet of Ground Surface? El 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction General DEC-SWPPP Requirements: or Within One Hundred(100')feet of a Weiland or- Submission of a SWPPP is required for all Construction activities Involving SOB Beach? disturbar-cas of one(1)or more acres; including disturbances of less thari one acre that are part of a larger common plan that will ultimately disturb one or more aces of land; .7 Will there be Site preparation on Existing Grade Slopes including Construction activities involving sol disturbances of less than one(1)acre where Which Exceed Fifteen(15)feet of Vertical Rise to ❑ the DEC has determined that a SPDES permit is required for stoma water discharges. One Hundred 000')of Horizontal Distance? i• (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will'Driveways,Parking Areas or other Impervious I for Storm Water Discharges-from Construction activity-Permit No.G12-0-101001.) Surfaces be Sloped to Direct Stomr-Water Run-Off 1.The SWPPP Shan be prepared prior to the submittal of the NOT.The i4ol span be Into and/or in the direction ofright-of-way? — ' submitted to the Department prior to the commencement of consbudTari activity. a Town 2.The SWPPP shall dmcnbe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, ^e4u ed to trucce�n�ta�ir�awe�ft��inwill used andlor Removal of Vegetation.end/orlhe.coristruct .Constructiori of any EJ V/ compliance with ftre temp and conditions.of this permit.In addhtlon,the SWPPPzhaB Item Within the Town Right-of--Way or Road Shoulder kten*-polentiai sources of pollution which may reasonably be expected to affect the Area?irhris hem will Nei Indurte on Imbilaum of Driveway Apmn&4 quality of storm water discharges. NOTE If Any Answer to Questopa.Orie through Mm Is Answered with a Cherie Mark 3.AIi SWPM that require the posteotisbuction storm water management practice In a Box and the construction site disturbance is between 11I.M.SF.d 1 Acre in area, Component steal be prepared by a qualified Design Professional Licensed in Newyork er Storm-Water:Grading,Drainage 3 Erosion Control Plan Is Required by the Town of that rs knowledgeable In the principles and practices of Storm water Management Southold and Must be Submitted for Review Prior to Issuance of Any Bundling Permit (NOTE A Check Mark(.►)mWwMsxer for each QuestionisRequ fora CompletePniiwlim) STATE OF NEW YORK, COUNTY OF....... .. .... .................SS u'' kr r T hat I,........��.W.,.,»1,�, ..being duly sworn,deposes and says that pp (Name of tndrvldelal sigNlj». .. Pce ys he/she is the applicant for Permit, And- he;/she is the ».......:.......» .. Gt^!;»i... j fa,�ner:c.;;a i...;,i;commie oi�ixY�j............................................»...»........... Owner and/or representative of the 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 knowledge and belief;and that the work will be performed in the manner set forth in the application filed herewith. ' Sworn to before me this; 3.6. ...day of .� Notary Public: .... .. ... J... ARE VElJt .. .._...�_ ht=w YC)RtZ (Signal ofApplicarii)wnt) FORM - 06/10 WMARY f'UBI- COUNTYi Oi.IALl IN' N FE=OLK Mo C NO.O'I-€�G4.B'729S4 OphilNSSIOI<i EXPIRES OC71 OBER�•'� pF SOUlyolo Town Hall Annex 411 411 Telephone(631)765-1802 54375 Main Road �:ax(631)765-95Q2, P.O.Box 1179 rooer.richerttcvtown.southofa.ny.us �O Southold,NY 11971-0959 O �yc4UNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: boo,Z z a Company Name: 4:2-V $ s �5LEcrrZ4 c. Name: h/ UeCLGZ-caLcc - License No.: Address: o . (3 oo x �t S' S�v�-G,o w AJ-y, Phone No.: 6 / — 6S JOBSITE INFORMATION: (`Indicates required information) *Name: A&Ala e WARQ6AJ 8ER Al -rE//v/ *Address: a D Q 5 ' Ze4 A:::-0C Z?X 1414 *Cross Street: fie-ZV AJ r-Y '& /2P- ' *Phone No.: _ 9z;! — Permit No.: 3 (o-7 f*o n Tax Map District: 1000 Section: Block: 4�- _ Lot:3 *BRIEF DESCRIPTION OF WORK (Please Print Clearly) �✓�U �.i G� E yyc-15 (Please Circle All That Apply) *Is job ready for inspection: YES DNO Rough In Final *Do you need a Temp Certificate: YES NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 40 300 350 400 Other *New Service: Re-connect Underground Number of Meters/ Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION iz c' s 1ae0 82-Request for Inspection Form 65 Old House Lane Sands Point,New York 10016 February 2, 2012 OVERNIGHT MAIL Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold,NY 11971 Dear Sir/Madam: Enclosed please find my check in the amount of$1406 in payment of the fees related to the issuance of a building permit with respect to 2095 Lake Drive, Southold,NY. My architect, John Berg, or my contractor, Seifert Construction, will make arrangements to pick up the permit. Thank you in advance for your cooperation. Your truly, rr J. Bernstein Enclosure F EC E VE FEB - 3 2012 BLDG.DEPT. TOWN OF SOUTHOLD 60576624.DOCX SERGDES GN -7 ARCHITECTURE May 9ti' 2012 Mr. George Gillen Town of Southold Building Dept Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY, 11971 Transmittal Dear Mr. Gillen, I am writing to request a permit amendment for the house currently under construction at 2095 Lake Drive, in Southold based on the following: Warren Bernstein (my client) has requested the addition of a window in bedroom # 109 on the first floor. The proposed window is 30"x 48". 1 have plugged this information into the Rescheck Software (please see attached compliance certificate.) and the building passes energy code. Please see enclosed three copies of: • The Res Check 4.4.1 compliance certificate for the subject property at 2095 Lake Drive in Southold. • The first floor plan (A03) showing the location of the new window(bubbled). • The house elevations drawing (A07) showing the new window(bubbled) in the Western elevation. Please let me know if I can provide any other information. Best regards, Jo n Ber Copy:file Path:0120/Docs/build1ngdept050812 88 Old Stone Highway East Hampton New York 11937 917 328 3905 bergdesignarchitecture.com pF SOUIy�I Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ylroum� BUILDING DEPARTMENT TOWN OF SOUTHOLD May 3, 2013 Warren & Nina Bernstein 65 Old House Lane Sands Point, NY 11050 Re: 2095 Lake Dr,Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: 'Certification from an Architect or Engineer for% Hour Fire,Separation for Garages Required v Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. /Final Health Department Approval. °' Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) /Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning #765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: 37670 —Addition/Alterations REScheck Software Version 4.4.1 Compliance Certificate CNJ( Project Title: Great Pond House Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Glazing Area Percentage: 30% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 2095 Lake Drive Warren and Nina Bernstein John Berg Southold,NY BergDesign Architecture Cornplifance:Passes,using UA trade-off Compliance:0.7%Better Than Code Maximum UA:589 Your UA:585 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minlmumcode home. Gross • • UA Assemblyor or !!•• Perimeter • Ceiling 1:Flat Ceiling or Scissor Truss 1391 38.0 7.0 35 Ceiling 2:Flat Ceiling or Scissor Truss 67 30.0 0.0 2 Wall 1:Wood Frame,24"o.c. 3477 19.0 .0.0 139 Window 1:Wood Frame:Double Pane with Low-E 883 0.290 256 Door 1:Glass 242 0.330 80 Wall 2:Solid Concrete or Masonry:Interior Insulation 1 196 0.0 14.0 12 Wall 3:Masonry Block with Empty Cells:lnterior Insulation 91 0.0 28.0 3 Floor 1:All-Wood JoistlTruss:Over Unconditioned Space 1045 30.0 7.0 27 Floor 2:All-Wood Joist/Truss:Over Outside Air 268 30.0 7.0 7 Floor 3:Slab-On-Grade:Heated 36 14.0 24 Insulation depth:6.0' 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 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. S.IoKN — "fm uyuyAV-11 Name-Title Signature Date D OCT -7 2011 gLDG.DEPT. TOWN OF SOUTNOID Project Title: Great Pond House Report date: 10/05/11 Data filename: C:\Users\John Berg\Dropbox\BERG DESIGN\l21Bernstein\rescheck2.rck Page 1 of 1 REScheck Software Version 4.4.1 Compliance Certificate Project Title: Bernstein Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Glazing Area Percentage: 30% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 2096 Lake Drive Warren and Nina Bernstein Berg Design Architecture Southold,NY 11971 C.ornpliance:Passes usi nq,UA trade-off Compliance:0.3%Better Than Code Maximum UA:589 Your UA:587 The'.6 Better or Worse Than Code Index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. AssemblyGross Cavity Cont. Glazing UA or or ■•• Perimeter • Ceiling 1:Flat Ceiling or Scissor Truss 1391 38.0 7.0 35 Ceiling 2:Flat Ceiling or Scissor Truss 67 30.0 0.0 2 Wall 1:Wood Frame,24"o.c. 3477 19.0 0.0 138 Window 1:Wood Frame:Double Pane with Low-E 893 0.290 259 Door 1:Glass 242 0.330 80 Wall 2:Solid Concrete or Masonry:lnterior Insulation 196 0.0 14.0 12 Wall 3:Masonry Block with Empty Cells:lnterior Insulation 91 0.0 28.0 3 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1045 30.0 7.0 27 Floor 2:All-Wood Joist/Truss:Over Outside Air 268 30.0 7.0 7 Floor 3:Slab-On-Grade:Heated 36 14.0 24 Insulation depth:6.0' 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 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 36 W - Agwrmcx v o z Name-Title Signature Date ® 02� � Project Title: Bernstein Residence Report date: 05/08/12 Data filename: Untitled.rck Page 1 of 3 B. P. # 367 + o BUILDING PERMIT EXAMINER CHECKLIST Date Submitted: 1.0 — Date Reviewed: Applicant: Owner: w N"' t-dL_ ArchitectfC1 rgirmT: Estimated Cost: SCTM# 1000 — 5_9 , 5__ — 3 Subdivision: Zone: P\" Conforming? Property Address: ?-Q 9 a City: iulip � Pre COs? .— Building Permits (Open/Expired): BP ^ -Z/GO Z- ,Info: BP -Z/C/o Z- , Info: BP -Z/Go Z- Info: BP -Z/C/o Z- ,Info: BP -Z/Go Z- ,Info: Single& Separate Search Required? Y oUNN Determination: STORM / R,;_.RttN 4.F:F: Aa-�4 qo d®� 36. 170 RE LotCov. a07 REQ. Lot Size: � ACT. Lot Size: Q. o ACT: LotC;ov. 6� REQ. Front 'fo ACT. Front REQ Side_FACT. Side 04 RE . Rear so PROP. Rear REQ. Height. 3 5 ACT. Height o f'C RE a.BOTH SIDES 3 S A C Ti e/k ProGj'ect D�1 cription: '— Waterfront If yes, water ody: xttl ,X�./ Panel# Floo Zoze: s:ullr�eal/sluff listance: ADDITIONAL APPROVALS REQUIRED QLANS(�� SIGNED, SFA�ED�'\SuPVEY DR SI,,T-�E MAN Suffolk County Health(Y,-)or N - If yes, *Bed#: T *Date: '7/S/ I1 *Permit1h 0 11 Town SepticoY N - If no;certification required: Y or N Received: Y or N By: / NYS DEC: PRE-DEC 91i ns(Y �r N - Date: 4/Oki/ Permit#: �—�73 8-6 3 (,qLO or NJ Letter— Notes: Southold Trustees:©olr N- Date: $/ '�-O/ 11 Permit#: 7-5�0 or NJ Letter—Notes: Southold ZBA: Y N - ate: / / Permit#: —Notes: Southold Planning: Y oro- Bate: '/ /_ Permit#:. — Notes: Town Landmark C of A: Y o q1.55 TE: /_/ *NYS CODE. ompliance(page 2): Y or N CoNTRAcT,09 QCENst ABILI COMA NW .yr/oO/ ,P 'cQ Notes: , Fee Structure: Calculation: Foundation:,&Ao,�3 3 . SF X $ , q =$ 0 D First Floor: 1XI I SF +Initial Fee: $ Lo 1 0 O Second Floor: 0 7 SF + Additional Fee ( : $ Other: SF SF X$ , =$ Total: 3515 SF +Initial Fee: $ + Additional Fee ( _�: $ C of o FEE � Sd �©D As BUILT FEE TOTAL: $ ' 0 � , 00 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:20;' Wind Speed: 12AMPH ' Seismic Design Category:B Weathering: Severe -Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 -fee Shield Underlay:YES Flood Hazards: USE/OCCUPANCYli CLASSIFICATION: HEIGHT/FME AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL'FRAMING DESIGN ELEMENTS: Y/N HEADERS: YIN WALL STUDS:Y/N GIRDERS: YIN CEILING JOISTS: YIN FLOOR JOISTS:Y/N ROOF RAI+TERS: YIN LUMBER SPECIES AND GRADE: Y/N WINDOW AND DOOR SCHEDULE: •MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N ti LIGHT 8%,: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N i MEANS OF EGRESS: Y/N PLUMBING RISEI,Z DIAGRAMOY/N LOCATION OF FIRE PROTECTION EQUOMENT: Y/N TRUSS DESIGN: YIN CERTIFICATION Y/N ENERGY CALCS: Y&N (RESCHECK) Ld/D_, OK TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) Date File# TOWN OF SOUTHOLD COMPLAINT REFERRAL FORM Location of Complaint: a0.5- L ah, Ae. SovTyvz-lb SCTM # 5°I•� g� ,3 Property Owner: WCVVLe/)-? -t-lVAvn 9-g t 5" Phone 7 g-?q Address: QU // , Jct ./a P,9vn �; • `� Ila '' l9',?q NATURE OF COMPLAINT: Gin GtJ��..(�sib v,-► ;I�J� �� ACTION TAKEN: Optional: Complainant: By Phone V11IMail In Person Address Phone: Report Taken By: Date Date Referred to Code Enforcement: --------------------------------------------------------------------------------------------------------------------- CODE ENFORCEMENT REPORT SITE INSPECTION REPORT/DATE: ACTION/DATE: • I New I o r' t }� a' s � , ., <M•.. � , vim v : = - F 41, � � z L -lo 1 t P � k F r �adyp� � .'4� '�`� s"k �;" t '*.,-t �`c1�y� �eYSR�&:: r$.tk Jc.,�`•'" ,�.�. 5�R6vv�„i rG'sx c� t : Rx � - s„ i s e l; g €p , nun y 1, 1 �, ��, ��u ., '� ��. =�; . l " i _ . �� I .-" � :�, /\\�\� �Np+¢ 1^\ { l f'¢ �. }$ 9 ¢¢ x '��Er�` •:wr�w+re�.� w _ ax r v, t, t I ic? iV f 3 .h �4 Y m y .,a a y mw— r S � 4 td „ r S. 1 r a . ....-tea v. __ .i t �a t 6y' t � k 0 r 1 � �r .a.. �� C � � �� .. ,:., .,, .:�. .. . '-.,. .���,, s �� `� � � ��a�,aw �" �.L �� � . . _ ... .. __,�_ .� 4 �. �� <rt ��� `` R � 4 r. t � - �� _, ^ _. . '^ <.. ... t.l..... .. .. t _` L 1,. _... wt�9 17 �� x. �� FYIIMI� F .�� 4���� �' �f n... ... ,� �, '.Amy„�p:.`Y""d R� • �� ;�� .,a� K e n � .e h vd�: �� � y e -..h' ' -'. e a+" �, a_- .._ �.43,„ -�./ - ,. � R � � � ��..,. i, �� €a r� /\ �,1� b-+ ?i� :1 0�• ��f�'. s _:._�.,. �r x r � � k. �� '� t . . x . .._ . � . . C(I h P � � E E wY r z s 6 y A F, f" d X 1 'rr� A�'' ���x ���r,� �.� �'� w ;�%.t�� a z } � �� *� t��� t c �a "� � �� ':w vz �. �, �.- � $�,� ��� _` s' �a ,t. �z ". �a n a t�aF��� k ���$`` ��, +, r'� za'r � � �`„�� �N��z l; ., _ �.. �,, }, .. � �-. �., ., W SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SUFFOLK COIL'?.T DT:i,%r-,1114EN?i OF HEA.LTV SERVICES I + LE(elevatign 3.36 � PETTr,1lT For,AFt�ROVAL Or C.{311ia i iil;^T3:1`V i•'J;'t A i \ \ +'IS/ c (q 0"to 10.8' Pale brown fine sand SIrwGLr. S Af'.9E?Y S Si 7C �G } L'f W 4- �� I 3 4.2 TAR\4.16 / FENCE 6 � y � 10.8'to 17' Water lI1 pale brown fine sand ' DA;ej I !p1.5. ftFF, Q__]Q+ Uv1 CROSSES /0 (groundwater elevation 2.2) A LINE SJ. pV�P \g,t+� APPROVED --- ,� 81 FOP NiAXIMUNi O� giG47R001r9,s'i ° 0 4 N 04 I EXPIRES THREE YEARS FROM DAT E OF APPROVAL /� 9.9'E ` `"""�O•V�\ lT .�, I� •� -�, k pN.l�( -.� \ � ,{•v`,: 4.'1-�{;t`M�y'Ti4 C��:?d.Y L.r-,r�;�s�`�•'s,S \ND \ Afar: i�ie41T4©L a:)L i:. r✓t '1 , ¢¢,�`e yy..--.� f. '•+•a »Yi.b191 v$Sd yj',w1J L:L:t 4,'�igt� � I 2 ilt' UM OF DISTURBANCE FE \ ��� �Tr ? JT:T1 YtyT r�:I�y�� D lJ i P:tiCt. 1 I �7.6'S 256'•"r 'V t O AND ROSION CONTROL (SILT FEN •AND/OR HAYSALES) it I � 4�\ � �v;,Ii:;•a�.11lar�.wO. I I W f `'�r^ :T t_ � A.'-1n . 11ts SE)�AONl >'1/? / 1 / �yi'tl�i i ,tv. s?� ',..` . �e_b^� f, t a"O:(�1v:s1�?�I, es�A.•:+J(.+OING RIJCTflJ1'WI OF Tajo o`MO el. AZ -2 AREA OF FRESHWATER ��•• � / � �•- r W WETLANDS AS DELINEATED I /OO' NEW SANITARY SYSTEM LEGEND FOR li�rt�a�i �Ft 'J . US-rc)-R,,1 k111W1'!-073, t� 4/15Q04 13Y C.W. BOWMANLAND O O 3. USE COLOdCAL SERVICES, INC / v O s}� w ST•PRECAST CONCRETE SEPTIC TANK,8 FOOT DIAMETER FWT-WATER DEPTH I I 1 l / // o I M 0 (1200 GAILLCNS)WITH 7-r SOLID WALL CONCRETE DOME AND CHIMNEY AND a x Iiis! 4} W o III U- -j U AND L2•PRECAST CONCRETE LEACHING POOL,8 FOOT DIAMETER 4 FEET DEEP, �d r / �� / ► ° WITH 7-r SOLID WALL DOME,CHIMNEY AND COVER U 14. L3-PRECAST CONCRETE LEACHING POOL,8 FOOT DIAMETER 4 FEET DEEP WITH �¢ /Z QC / ; FLAT CONCRETESLAB AND S AND COVER �b o M TH-TEST(HOLE OR FUTURE LEACHING POOL IF REQUIRED. Lei���O V FE O0 U TOW-TOP OF CONCRETE RETAINING WALL ELEVATION. Mw =O o 00 STORM DRAINAGE CALCULATIONS 2 l I 4.2 \4\ / / / F ° J I } / / / O d ROOF AREA TOWARDS GREAT POND 1415 SO FT a Q ^ $ / / / IS - ROOF AREA AWAY FROM POND 203 SO FT = 3 °a N o o J TOTAL ROOF AREA 1618 SO FT r, OJLL M I �: . o .# �sss / �r APPROXIMATE LOCATION OI OF + • IS > FROM PRIOR SURVEY 7RAINFA�LL-0.167FEET M �SQoo��►. w //Q� '��1'/ E/I1 1618 X O.1i67 FEET= 273 CU.Fr. •.+r FZ-W /+ 'f N r /0 / / / PRG 8'DIAMETER STORM RING CAPACITY 42.2 CU FEETZ lee W° PER VERTICAL FOOT �.�� �.• a~ `GX/E�e��'�,c,�,/ + 4t� 1 U LOL 7.6 �_i �� / o / FR C•/.sp5a=G• 7`C1CC I?O ` W t �p X.I Y / / irl o/ VERTICAL.FEET REQUIRED 273/422 6.5 VERTICAL FEET ^/ V)3 O� d / �' ° / i USE TWO V DIAMETER X 35 DEEP STORM RINGS • rr o� 9.7 -� • T, --C AIIFESSI�' = Z \ O \+ �16 q le / p Z \ / � 3' X 7' STEPS TO BE REMOVED / � ' do REPLACED BY DECK - 1 0 i . t• PROPOSED �' �� 'r�� 0 5' 6.7' X 9.3' 4ir \ , + �- ��µIN• \ N lot Ee 2ndFLOOR j 12.6R1CI G . WOOD ADDITIONS O A K CURB n DEC / •7 / PROPOSED�::.,4:.::i` �50• N��JE 0.7'E �> Cl \ t 6.9 -e 15. 4.1' X 5.7' \,s N .O 40' � tad - tat d 2nd ( 'T D.` °°R _ ' ° IIONs +`TQe...��3_i5.sy i� 100, SHORE . s LINE SETBACK o STORY W. TWO 8'-0' DIAMETER x 3'6' PROPOSED � T� ts:s; m% W� pYJELLI gg p� �27.2' ' �� FOR EP STORM KIDRAMAGE WELLS 7•STEPS� _ , Oy 0!' aZ N0. 2� SET TOP OF DRYWELL AT 18'-6' r�`� Z? + 3. ~�- * 0 I s STEPS TO GBE , \, 8D WpOD \16\� 26.0' // ALL TO ABANDONED REMOVED i�J17 io DECK \�J a 3 tb'7 m13.0 0p0 / dr I 17 ECKS PROPOSED C 15.9 / //// �• 3.5' X 12.2' m / POp � STEPS j 5� PRO� 2nd P � 1W% / � � I �.•s. KIN I(srftF-A FL , DISNRBA / ROL 50' REAR YARD I VHD ICE A p OR HA�ALEs) f /j�/ //• _ _ /n v.G/!L A► SETBACK LINE / ! -I e�y� ^ //1 d.C�/r.3 It i✓.C� �� M.NIR (s1L 2 FFEE 4f r F►-OOD ZONE C/'91f.a�Q�M/ EL 8 aEp • LIMIT OF FRESHWATER �+G-/�/IAQ j00t! a%f �I I�Q/• >� -� �11'"e Ark fllld�qDk7 -FL-9 ZONE JJ \ I QQ WETLANDS AS DELINEATED W/�h Gt�q✓I'r7C -t _ 6�' / '��✓• 4/15/04 BY C.W. 13OWMANLAND _ = SHORE oo 0p0`•CD USE ECOLOGICAL SERVICES, INC. L" Co PRp°C 2 0' APPROXIMATE SHORE LINE do LIMIT OF _ 4 >< MODERATE WAVE ACTION PER FLOOD v oo S Zg•10�E POND) INSURANCE RATE MAP. t _ �j G�REp,S • , I HEREBY CERTIFY THAT THE DRAINAGE SYSTEM, WATER SUPPLY AND SEWAGE DISPOSAL SYSTEM FOR THIS PROJECT WERE DESIGNED BY ME. BASED UPON A CAREFUL AND THOROUGH STUDY OF THE SOIL, SITE AND GROUNDWATER - / A� �KE� CONDITIONS, ALL SYSTEMS, AS PROPOSED, CONFORM TO THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES / 0N'S CONSTRUCTION STANDARDS IN EFFECT AS OF THIS DATE. PROPOSED DATE: y� /,7, Zell- BY. ! PROPOSED 4.1' X 5.7' 6.7' X 9.3' - 1st dr 2nd lot do 2nd FLOOR FLOOR PROPOSED ADDITIONS ADDITIONS 17.2 170 17.0 16.8 2nd FLOOR 17.8 5' SNOW FENCE POST ADDITION j6? 4.b' t&0 16.2 - 7 RY 19.1 SILTATION FABRIC 1n d '1 STO APPLICANT. NINA & WARREN BERNSTEIN 0 15.sLLING 65 OLD HOUSE LANE EL 79 a 3' rx2' STAKE QSTS (TYP.) F F. SANDS POINT, NEW YORK 11050 25.30 o c/, a 15.8 4� ROPOSED 18.8 78.6 HAY BALES tr 34.4 78.6 SILT FENCE 16.3 4 BEDROOM WETLAND UPLAND PROPOSED RESIDENCE �// /DE/ < Ni /�DE DRAINAGE/• CHANNEL 3116111 A.V.R. BUILDING DETAIL NEIGHBORING WELL LOCATION, Ht3U: (GARAGE UNDER EMTNQ \\��\'.`\:\'. \,\' \'/ \.;\\:.\�;�, 9'PENETRATION INTO OR SLOPE 11tt do 2nd \/`\� .^ROUND (SEE SECTION) ELEVATION 3115111 A.V.R. DECKS, STAIRS do LOT CALCULATIOP FLOOR DETAL wrni BASEMENT) ELEVAT10N8 %>%/ /f�/ Date By Revision ADDITIONS N.T.S. N.T.S. %/ Surveyed by: A.B. Drafted by: A.V.R. Checked by: /\/'' \ \ Nam; /\./`\i PERIODIC MAINTENANCE IS REQUIRED AS NEEDED TO REMOVE- - '!.'i•'� //•' './�'// ���J i� ACCUMULATED MATERIALS AND REPAIR FENCE. MAXIMUM SIZE Ba 1 rQ�}I G11 �' ��'•' \ /\'\\'• \\� \ OF OPENINGS IN SILT FENCE FABRIC TO BE U.S. SIEVE /20. _ %\% LOT covENaAa1E CALCtILATIONS /'X!x'/,,N'\\r\ Bonacci & _SraUrniR__FS EXISTING S.F. RESULTING S.F. /��/. //�'/ %/ -T FENCE DETAIL \' DWELLING 990 1.427 Nrs Van Weele P ION CONTROL 460 702 EROSION DETAIL � WALKS, CONC. MISC 165 188 N.T.S. Civil Engineers 175A Commerce Dr. TOTAL IMPERVIOUS AREA 1.615 S.F. 2,360 PERCENT LOT COVERAGE 5.67X 8.28% Surveyors Hau pauge, N111 1788 LEGEND Planners F 631.435.1022 NOTES: 1. LOT AREA TO SHORE LINE - 28,473 SO. FT. (EXCLUDES FRESHWATER WETLANDS). CURB )0- FIRE HYDRANT wvwv.bbvpc.com 2. ELEVATIONS REFER TO N.A.V.D 1988 DATUM. -OH- OVERAiEAD WIRES 0 MONUMENT FOUND Tax Map No.: DISTRICT 1000 SECTION 59 BLOCK 5 -x x- CHAIN LINK FENCE SANITARY VENT PIPE 3. SUBSURFACE da ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS cerhfmhonsIndicated liereonsignilv+atthis PROPERTY PART OF THIS SURVEY. -o FENCE OTHER `a_r.� PROPOSED SEPTIC TANK plat of the orop"depicted hereon was node 4. APPROXIMATE LOCATION OF WELL do SANITARY STRUCTURES SHOWN FROM PRIOR SURVEY. > GUY IWIRE i� ForLorrdSnceworith adohe pted byfleN of Pace PROPOSED LEACHING POOL 1°`lard Surveyors adopted by the New York 5. FRONT ec SIDE YARD SETBACK LINES PROVIDED BY OTHERS. 65-- CONTOURS �1 stabAssocc dP�essi«ol land sm�xs. SITUATE rc s3oo TOP OTTOM OF CURB O PROPOSED EXPANSION TANK 1lrsoemhootionisonyfor 16e lands depkted SOUTHOLD 6. F.E.M.A. FLOOD DATA ACCORDING TO FLOOD INSURANCE RATE MAP NO. 36103CO154H, $ '� hereon and is no c rcir btlonvletle,zoning or LAST REVISED SEPTEMBER 25, 2009. +55.43 SPOT ELEVATION 6eedom d mbonrks:yfadte ihm Ins (`y� PROPOSED DRY WELL slap pMte" ryaxsro`nd!'oF' es 7. ALL IMPROVEMENTS TO BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARD roQ U71LIIIY POLE listed a6ddrA�nd iansfeol3lat a�, TOWN OF SOUTHOLD SUFFOLK CI SPECIFICATIONS AND DETAILS OF THE SCDHS, TOWN OF SOUTHOLD, NYSDEC, FEMA TEST HOLE AND OTHER APPLICABLE AGENCIES. ® WATER VALVE 8. HAY BALES AND/OR SILT FENCE TO BE INSTALLED ALONG THE PROPOSED LIMITS OF ® WATER METER O WELL 1'' r;ill I d✓aMa b this stirh PLOT PLAN DISTURBANCE PRIOR TO ANY CONSTRUCTION ACTIVITIES. vevisavio"bnorSai7209dNefwY°A 9. EXISTING SANITARY SYSTEM do WELL TO BE ABANDONED IN ACCORDANCE WITH S.C.D.H. SateEd0a6`notrlawGR �� �t{4 2095 LAKE DRIVE SOUL Copies d this suivey map riot�eaiHtg the land REOUIREMEN T5. wrMM.3 embdssed seal and signature shall The offsets or dimensions shown from structures to the property lines are for a specific purpose and use,and therefore,are not intended to guide in the erection of a be considered to be a to a and valid cow C LM: TOPO fences,retaining walls,pools,patios,planting areas,additions to buildiings and any other construction. Subsurface and environmental conditions were not examined Date Scale - Project No. Sheet No. VIEW: TOPO or considered as a part of this survey.Easements,Rights-of-Way of record,if any,are not shown.Properly corner monuments were not placed as a part of this survey. APRIL 16,2004 1"= 30' A04045N3A W c W "cE4.2 4.6 rs FENCE CROSSES UNE O -}- /O O )v 6g \ 1✓ �6.81 bs'pp. y, •FE 1_. 00•O©•WETE� V" •� 3.0 \� ' ir 2.7 i FE \ ' 2.0 • I •\ 3.8 I \ � I � t 2.2' 3 tt I 'THE NYS REGULATED FRESHWATER WETLAND 1 0 BOUNDARY BOWMADELINE5TED BY �bC- T3 4 AND K. .ENN GS ON 4AND VERIFIEDL/220/'11-. S `�/ I ELEC.OX5.5 I O V 1 ; W U 2.2 2.3, N 2.2 12.6 WOODED 3 „ W 4.2 .. _ En } , M 6 E a. • T� < ILL 0 W J 3 a0 ^ I W 0 M ' LAI ,0.3 l M Z V ). O M 81.5 3 17.9 LL J W 5.1 W a p W �P 0 0 O OHO' O 4 • Cl Q W ; J G UNDERGROUND ,y� Q j 0 Q U FUCOVER EL K I v W 0 ' z3, Z 0 2 ;� �4 1 1877 3 19.^ �. (1) J o r. W0 C) U e} 6 2 !r I Z <� 15.1 O 4 pEGK a3.3' n 2 TW B Jr. 6FL 2 5. _ 5 3 34.3' 14.5 15.7 14.9 ri lot Aso 2025 21.7 6 < T I RY lc P 2 S ANG N 17.7 Q 1iOVERHANG2095 FLOO24. t O N� . EL. 2q.t 1 .4 27.2' 1�d f1 a; 32.6 ' 18.2 ; t6 p2 � _�� Rt0 ija O 18.7 1 16.2 6.0 Oi FE IV 4.6E . O ' O IV 12.8 3.4 i t 1$1 1 6 9.9 / !aNE �U rQLK COuf:?`t DEPA R;IVIENT Of-HEALTH SERVICES 4EE E K/ APi P'`t.,t._OF C,0!41."; UCTED WORKS FOR 0 0 �8.2 Woao�Ps 1hiGLf Fi> �i;LY RESIDENCE "� K 5 'THE NYS REGULATED FRESHWATER �E / / 11.8 0• ALf WETLAND BOUNDARY AS DELINEATED AV I1 tJ 11, rD1,�sC.�QJ© '�// - �Ol y ' 5.0 BY C.W. BOWMAN, 4 6 "111AY-•t3•_-� 'K c _ �!. •� •�'• AND VERIFIED AND I' 1 K. ,ENNINGS ON 4/2/11' - - SHOE Y:: '_�va d:spcsal and Wa1:,r s: ;V�4. 'i;; ,e` is location have been 4.3 ;. t r, �c1ad Mldby certified by this t?eparttTlent or o.,�er:�3. nc;as and found to dop be satisfalxory FOR A MAXiivitlM F, / EDOOG4iS. 5 Z9�� sP� e P�� Waiter J.Hilbert,P. ., t .� P KE) Ofl"ice of Wastewater Management toN�s 4/28/13 A.V.R. SEPTIC TANK SIZE NOTES: SANITARY LOCATION TIES 4/8/13A.Y.R. SANITARY LOCATION TIES 12/19/2012 A.V.R./P.R. FINAL SURVEY 1. LOT AREA TO SHORE LINE - 28,473 SO. FT. (EXCLUDES FRESHWATER WETLANDS). SANITARY 10/14/2010 A.V.R. TOPOGRAPHIC SURVEY 2. ELEVATIONS REFER TO N.A.V.D 1988 DATUM. STRUCTURE BUILDING CORNER Dore By Revision sury by. B. DraA.V.R. C M. 3. SUBSURFACE & ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED A 6 Barrett - AS PART OF THIS SURVEY. 1 S.T. 19' 41.5' ~_Y 4. UNDERGROUND SANITARY & WATER LOCATIONS PROVIDED BY CONTRACTOR. 2 L.P. 24' 30, P2�1 BOnaCCI & 3 L.P. 33' 47.5' Van Weele PC 4 L.P. 38' 37' Civil Engineers 175A Commerce Dr. Hauppauge,NY 11788 Surveyors T 631.435.1111 Planners F 631.435.1022 LEGEND www.bbvpc.com , CURB UTILITY POLE Tax Map No.: DISTRICT 1000 SECTION 59 BLOCK 5 LOT 3 OH OVERHEAD WIRES cemfimMoru'ndiaaledl breonsigndyewllhh ® WATER VALVE deaf the Prompt dwcbd henso0 VAN mods PROPERTY dance weh the adong Code of Radios -x x- In 0000 CHAIN LINK FENCE ® WATER METER For Land Surveyors adopted by the New Yonk slate Assodonon of Rafealonal land S"Yors. SITUATE -0- 0- FENCE OTHER Yy FIRE HYDRANT miscehoananbony�tola�depided SOUTHOLD #w.and b not ceelFlcaNan of 1de, on --- GUY WIRE ® MONUMENT FOUND (reedomofencumbrarxw. Saw CRV,6 -ons aholl nsn any b the persons and/ 61kfles TOP/BOTTOM WALL SANITARY VENT PIPE Ile,ed o d are hor era F TOWN OF SOUTHOLD SUFFOLK COUNTY,N.Y. i „ad +55.43 SPOT GRADE .� Una and ar 6ddinon b Ihia as Vey is a violatfoh 01 eeceon 7209 of New York Sbte Edumeon law = a SURVEY Copies of this survey map not bearing the land j The offsets or dimensions shown from structures to the property lines are for a specific purpose and use,and therefore,ore not intended to guide in the erection of surveyor's embossed seat and'ignowe s°p 9 © { lM: TOf'O fences,retaining walls,pools,potion,planting areas,additions to buildings arnd any other construction. Subsurface and environmental conditions were not examined not be Considered a be a tore and valid copy 2010 BBV PCpie Soo leSheetNo. . . VIEW: TOf'O or Considered as a part of this survey.Easements,Rights-of-Way Way of record,If any,are not shown.Property comer monuments were riot placed as a part of this survey. Apt�L 16,Z004 1" Project No. 30' A040458A Of 4 2 3 2 4 2 3 2 A08 A09 A07 A08 A A09 A07 A08 1 1 16'-11" 13'-02" 2'-42" 16'_ 1" ILI 12 TREADS @ 11 1/2"= 11'-6" 5'-82" 5,_82" 5v�2�� LEGEND " " 4'-4-" 3'-11-" 3'-11-" 3'-9-" 3-8 3-8 3-8 2 2 2 2 — — — — — — — — — — — — — F T -7 I T T -1 F T -1 I I OUTLINE OF DECK ABOI EXISTING CONC BLOCK FOUNDATION NEW SS CABLE RAIL 1 #2 CEDAR SIDING I 13'-2" II I� I I I —T I I DECK SURROUND NEW REINF CONCRETE FOUNDATION N I I o I I II I I I I I I I I I I a? �N o DN DECKING I o I II I I I I I I I I t DIRECTION I 2 it I I I I I I I I DECK JOISTS " — - - - - I 1 2'-10" �-- 8 8 N - -I EDGE OF 2nd FL DECK ABO - - - - DECK 101A 1C 101B - - - - - - - - - - - - - - - - - - - - - - - - - - - E3- — -E3 - '- - - - - - LINE INDICATES ROOF ABOVE #2 CEDAR SIDING .I I I NEW WOOD ' 8,_81" N iC DECK SURROUND I I NEW STAIR AND FOUNDATION I STAIR UP 14 9 2It N "BLIND CUT" (I -4 I I I �, I 1oaA 101A ENTRY UP STAIR ACCESS DOOR I ' - - - - - - �• 002 � 9'-1" 101 ti A09 EDGE OF EXTERIOR WALL A�OVE I - o DOWN 4'-0" 9'-0" III I ;.:.. FLOORING I I 5'_11" �;' 1 WOOD STAIR 2,_6SPOUT CANTILEVER I t 2 w 101 QN 1„ I ootD • DIRECTION A09 1 100A 1B 1 -00 �p 1-42 I - - - - L— 0 NEW SS CABLE RAIL 2�_52" Uj 52" t-N ? OUTLINE OF 8 3 001A A08 1'-s \� ' HALL - 103A WC 4'x 26'4" � 102 103 1038 N GONG APRON I — 1A o -' I 13'-102" ( WC 1096 LINE INDICATES FLOOR ABOVE aooK 1A I . I I o I 1ooA 100 - - - - - - - - o I I I I z I 0 ® I CASE CLOSET o o I I III I 3 I I I I z 3'-0" TRYILAUNDRY N o S oots NEW 11/"FLOOR JOISTS 2 - - - - - - - - A08 co NEW STRUCTURE NEW FLOOR JOISTS NEW STRUCTURE LIVING RM IFIREPLACE 11$°TJI JOISTS @ I 3 1 26 Z I III I 16"O.C. I i A08 BEDROOM 104 I �N M NEW Tx 6'x 6" -N 109 STONE HEARTH 105A I I RC PAD on 6'LEVEL 4 b I ~ 2 GARAGE " " o NEW 2'-6 X 4'-0" WINDOW BOOK I Wro� Ao� 001 GRAVEL ABOVE GRADE 1 A07 <1 EXISTING(4)2 x 10 GIRDER 3 DIA LOLY COLUMN TYP. ON ALL SIDES casE 1 4 co ( 109C BOOK 105A REFRIGERATOR 16 I A07 N 3 NEW STL COLUMN ON EXIST LOLY COLUMN NEW STL COLUMN ON DAMP PROOF 1 A07 N 109D AI4 CASE NEW RC FOOTING NEW RC FOOTING EXIST CONC BLOCK 1'-10" 2'-7" 1" 3. 1" RENDER SLAB SMOOTH& RENDER SLAB SMOOTH& FOUNDATION wl BLACK SIN 2 1-92 3'-4" III LEVEL WITH EXISTING LEVEL WITH EXISTING BITUMINOUS COATING i N ❑ o I b � I I �N I Ce 00 —i —sI—,-� W I NEW "LOOR JOISTS !I I ' 3 1109A 1 0 l M DIS I loan N � � �\ I � o I v '_ " 1096 FLOORING � e=,N J � I , I I I I NEW FLOOR JOISTS i Lu '1 2 I OUTLINE OF FOUNDATION BELOW DIRECTION o Q �' JINN Z of o01C \ i I WD FRAMED FLOOR 11I°TJI JOISTS @ I ( I SCREEN PORCH o �' + o KITCHEN 1A 04 i I I I ABOVE 108 DINING RM X DENOTES AREA 00 GREEN � �� I I I 16"O.C. ( I - DECKING w DISP SAL 106 PORCH ABOVE I I I I PITCH TO CENTAL DRAIN ( 1 � I I I I I 107E 107 Z - DIRECTION \ NEW 6"x12" NEW 6"x12" II I 14 I 1�6 / \ I RC PIER RC PIER a I I 1 ( " "I4 I / /1I4 5' 01" 4'-0" I 3 EXISTING CONC 3'-10" w I 1 I 2 M - - - - / I EXISTING WINDOW EXISTING WINDOW BLOCK FOUNDATION 1 ( 1 I 107A 1 SPOUT I a — — — — — — — 001E 16'-61" 14'-81 I I N I OWN 108C 5'-8" 3'-6" j� — — — — 4'-0" O 9'-0" 2 2 ❑ I o O POU 8�_1�� J - - - - ( I M w I tD 31" ih . "BLIND CUT" I'I Ua N I " 2 " — — — — — — — —r-FREEPORTLOUNGER N r - - - - I ACCESS DOOR I I ~I DECK JOISTS ( ( o - - o 14-9 16-2 t�-8 pN - - - - #2 CEDAR SIDING o I w I " Fr ,% rtl 10"DIA RC COLUMN - - - - •DECK SURROUND I N: � - - - I o 7 1/4 I I I I I `IIO 4'Ow LOCATE FOOTINGS - - - I.I o c I I I C1 N o UNDER CORNERS OF SPA LINE OF ROOF ABOVE _ I I / I I _ _ c7 I w o 0 ON2'x2'x10"RC - - - - FOOTING  T 4 x 4 PT POSTS - - SPA WITH INTERNAL I I I I I @ #2 CEDAR SIDING - - -�:I � I DECKING DECK ELECTRIC HEATER I PUMP I ON 2'x 2'x10"RC DECK SURROUND - - - -� I " I " DIRECTION O JACUIZI J210 I I I — — FOOTINGSTYP.— -- =-=— —_ — ---- - - - -� - - - DN - - - - - - - - - - - - - - - - - - - - - - - - - - 1INEQFIIN_DEHES�(ISRE�ELQW�R�I - - - - - /_II - - - - - - - - I w W co I . I — . — — — — — - - - I M _ �' NEW SS CABLE RAIL I I — IL AL — — i-= — — — 3 TREADS 10 1/2 '-7 1/2" L — — - - - - - - - OUTLINE OF DEC ABOVE — - - - -- - - - - - - - - - - - - - - - - - - w- - - - J - - - - - - - - - - ^ - - - - —� - - - - n - - - —"-- - " " " 6'-7-1" 6'-71" 6'-7-" 6'-7-1" 6'_71" 6'-101" 1 1 1 1 1 1 1 1 - — 1 — — — — 1 — — 1— — — — — — 6'-1" 2'-6" 2 2 2 2 2 2 2 72 4 112 3 112 3-112 3-112 3-112 3-112 3-112 3-112 3-112 3-112 3'-3" 50'-82" 13'-0" _1" ADDITION EXTENT OF EXISTING FOUNDATION I GROUND FLOOR PLAN I FIRST FLOOR PLAN Ao7 1 SCALE: SCALE: 1„ 1.1 1" 1", 111 111 1�� 52 52 52 32 8" O 9 1/4" VARIES 32 32 5-2 32° 2"z 6"FRAMING 2"x 6"FRAMING " " - 2"x 6"FRAMING ; 1 i' 2 x 6 FRAMING LATICRETE 9235 WATERPROOF __ .�" SIDING VARIES AS PER ELEVATIONS SIDING VARIES AS PER ELEVATIONS THEIR MEMBRANE AT SHOWER WALLS MASONRY THERMAFIBER THERMAFIBER THERMAFIBER SOUND ATTENUATING I' SOUND ATTENUATIING TILE FOUNDATION v SOUND ATTENUAJING SOUND ATTENUATING BLANKET BLANKET BLANKET 2"X 4"FRAMING BLANKET VAPOR BARRIER 2"X 4"FRAMING 2"X 6"FRAMING 2"X 4"FRAMING ER .BUILDING PAP ( � 30 LB BUILDING FELT 2 x 4 FRAMING 30 Ib U G 1 112 GWB 1 1 v\ == GWB GWB GWB _ /"G \" 2 2 2 rWATERPROOF1 M _- RE 12 CE ENT BOARD 2 WATERPROOF LATIC TE 30 LB BUILDING FELT LATICRETE 9 35 __ MEMBRANE AT SHOWER WALLS MEMBRANE AT SHOWER WALLS SIDING VARIES AS PER _ --S> ELEVATIONS THERMAFIBER THERMAFIBER THERMAFIBER BATT INSUL SIDING VARIES A�S PE R TILE SOUND ATTENUATING --- ND SOUND ATTENUATING TI LE SOU ATTENUATING G /"GWB " 2 ELEVATIONS 1 1112 CEMENT BOARD i 1I2 CEMENT BOARD - FURRING BLANKET BLANKET BLANKET __- 1"THICK \ v GWB /" MFR.RECOMMENDED 2 - 11 --- MFR.RECOMMENDED MFR.RECOMMENDED SETTING RIGID INSUL PLYWOOD SETTING BED. GROUT BED. GROUT COLOR TBD BY PLYWOOD SETTING BED. GROUT COLOR TBD BY ARCHITECT ARCHITECT COLOR TBD BY ARCHITECT 1 5-1/2 EXTERIOR WALL 1 5-1/2 EXTERIOR WALL EXTERIOR WALL FURRING EXTERIOR WALIL 3-1/2 INT PARTITION 3-1/2 INT PARTITION 5-1/2 INT PARTITION 5 INT PARTITION s- �n *5-112 *5-112 2 b 3 � p > Scale:1-1/2"=1'-0" Scale:1-1/2"=1'-0" Scale:1-1/2"=1'-0" Scala:1-1/2"=1'-0" Scale:1-1/2"=1'-0" Scale:1-1/2"=1'-0" Scale:1-1/2"=1'-0" Scale:1-1/2"=1'-0" f _ Y a `` WALL TYPESv SCALE: AS NOTED 9 � � � BERGDES GN BERNSTEIN RESIDENCE GROUND & FIRST FLOOR CONSTRUCTION PLANS 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 NINA AND WARREN BERNSTEIN 2095 LAKE DRIVE, SOUTHOLD, NEW YORK 11971 TEL: 917 515 4611 PROGRESS PRINT August 12th,2011 ADDENDUM 2 DECEMBER 20th,2011 DECEMBER 20th 2011 ARCH TECTURE PROGRESS PRINT September 17th,2011 CONSTRUCTION SET DECEMBER 20th,2011 SCALE: As Noted PERMIT SET September 30th,2011 REF NO: 120 PROGRESS PRINT October 18th,2011 CONSTRUCTION AMENDMENT MAY 8th 2012 BID SET October 25th,2011 ADDENDUM November 7th,2011 ALUM CLAD TO MATCH DOUBLE WALL INSULATED WINDOW COLOR SS CHIMNEY DOUBLE WALL INSULATED ROOF HIGH POINT 23'-3" ROOF HIGH POINT 23'-3" SS CHIMNEY ----------- --------------------------------------------------------------------------- - ---- BM ELEV.46.4" BM ELEV.46.4" ROOF MID POINT 21'3"--------- - --------------------------------------- -------- ROOF MID POINT 21'3" 12 ------ ------ -- ---------- ---- ----- - ---- - -- -- - - - - - ------------------- ------------------------------- -- BM ELEV.44'-4" BM ELEV.44'-4" EPDM ROOF MEMBRANE LT-L444 Ill Ill ] 1111 till [ Ill ALUMSCUPPER ANDDOWN 6" 1/2 ROUND ALUM GUTTER , . SPOUT CEDAR SHINGLE SIDING AND 5" DIA DOWN SPOUT \\ #1 CEDAR BEVEL SIDING ALUM GUTTER AND DOWN \ SPOUT \\ �- 8 SQ. FT. ESCAPE AREA ' ` ' ` ' ` ' ` ' ` 8 SQ. FT. ESCAPE AREA I IIIII I I I Jill I Hill IIIII Hill Jill 11 SECOND FLOOR 9'-5" SECOND FLOOR 9'-5" --------------------- BM ELEV.32'-6° - - - -- - BM ELEV.32'-6" - ------ -- -- - -- - - -- - - - -- - - -- - - -- - - -- -� ���.�- - --------------------------- 18" PERFECTION ' R &R WESTERN RED SCREEN PORCHCEDAR SHINGLE SIDING -C L I L -1 I L -1( L I1 till I Hill ill --L SS CABLE RAIL.ING \\ \\ SS CABLE RAILING \ I ALUM GUTTER AND DOWN L SPOUT Illr ��.� Ar = MAHOGANY DECK N11 11 1 11 1 1 1 1 1 1 1 1 A I III I I I rHillillHill HillHillHill FIRST FLOOR 0'-0" FIRST FLOOR 0'-0" BM ELEV.23-1 BM ELEV.23'-1" �'�' i CLEAR CEDAR FASIA -- --- ----- - ill IIII I Jill I ill Jill IIIII Jill I Hill Hill ill I I Jill I I 1 11 1 STEP LIGHT --- -- - - CLEAR CEDAR FASCIA �aU - -- #2 CEDAR SIDING cn - - ---- --------— -- i GRADE ELEV:20'-0" GRADE ELEV:20'-0" i i 42 CEDIAR SIDING ' ' 1 x 3 EXAUST HOOD BOILER EXHAUST EXPOSED CONC BLOCK #2 CEDAR SIDING CLEAR;CEDAR FASCIA VENT &VENT ;FOUNDATION GARAGE FLOOR -8'-4" ' -------- GARAGE FLOOR -8'-4" BM ELEV. 14'-7" 10" DIA RC COLUM STAIR BM ELEV. 14'-7" ----- --------- �------ -- --------------------------------- SUPPORT 2 1 SOUTH ELEVATION EAST ELEVATION SCALE: 1/4" SCALE: 1/4" DOUBLE WALL INSULATED gi- ROOF HIGH POINT 23'-3" SS CABLE RAIL SS CHIMNEY ------ ROOF HIGH POINT 23'-3" _________________ -- ----------------------- ----------- BM ELEV.46.4" ------ - I. - ROOF MID POINT 21'3" ROOF MID POINT 21'3" � I � ' BM ELEV.44'-4" 1 1 - fi - --� -;-- - 1 T_- - -- --- - - - --- +- -- BM ELEV.44'-4" ----------- -- - - - - ----- ------------------------------ 11 T.O.ROOF 19-11" T.O.ROOF 19-11" - - -- - T BM ELEV.43'-2" BM ELEV.43'-2" ii #1 CLEAR RED r---------�--- - i� \\ CEDAR BEVEL r---------- - - \ �; - , SIDING 5" WIDE ;''/ // ALUM GUTTER Ili 1 11 Hill I I I I I I Hill I I ill I 1 11 ' ` CEDAR SHINGLE SIDING Fill AND DOWN SPOUT �� ' // ' `\ /\ ALUM GUTTER AND DOWN \ L #1 CEDAR BEVEL SIDING SPOUT I if 8 SQ. FT. ESCAPE AREAillIll _ ` Jill- o I Jill SECOND FLOOR 9'-5"________ _ } _ SECOND FLOOR 9'-5" `-----------J \ WINDO BM ELEV.32-6 " - - -- - -- - - -- -------- BM ELEV.32'-6" 18" PERFECTION , i R &R WESTERN RED CEDAR SHINGLE SIDING %' SS CABLE RAILING SCREEN PORCH 7-7 \ \\`� \\ \� \\ \\ SS CABLE RAILING o _ SS CABLE RAIL - / FIRST FLOOR 0'-0" M FIRST FLOOR '0'-0" ' \ BM ELEV.23'-1" -- - - --- = BM ELEV.23'-1" ----- BO GRADE ELEV.20'-0° - -- ---------- ----- -- MAHOGANY TREADS �� 10" DIA RC STAIR U �7 SUPPORT COLUMN @� & RISERS #2 CEDAR SIDING CLEAR CEDAR FADCIAco J _— - w ' #2 CEDAR SIDING 0 -- Cn GARAGE FLOOR 8'-4" GARAGE FLOOR 8'-4" ------------------------------------------------------- ,,y3. 1 .R . -- ------------------ �,y ,� BM ELEV. 14'-7" BM ELEV. 14'-7" R ;, STEP LIGHT BLIND CUT UNDER DECK #2 CEDAR SIDING GARAGE DOOR CLAD w/ STEP LIGHT ACCESS FOOR #2 CEDAR SIDING NORTH 3 SCALE ELEVATION WEST SCALE: BERGDES GPI BERNSTEIN RESIDENCE ELEVATIONS os 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 NINA AND WARREN BERNSTEIN 2095 LAKE DRIVE, SOUTHOLD, NEW YORK 11971 TEL: 917 515 4611 PROGRESS PRINT August 12th,2011 ADDENDUM 2 DECEMBER 20th,2011 DECEMBER 20th 2011 ARCH TECTURE PROGRESS PRINT September 17th,2011 CONSTRUCTION SET DECEMBER 20th,2011 SCALE: As Noted PERMIT SET September 30th,2011 PROGRESS PRINT October 18th,2011 CONSTRUCTION AMENDMENT MAY 8th 2012 REF NO: 120 BID SET October 25th,2011 ADDENDUM November 7th,2011 PROPERTY INFORMATION - DRAWING LIST 2095 LAKE DRIVE, SOUTHOLD, MEW(YORK EXISTING FLOOR AREAS: A00 SITE SURVEY, SITE PLAN, DRAWING LIST, NOTES A09 SECTIONS AND DETAILS A18 INTERIOR DETAILS A01 NOTES r A10 WALL SECTION DETAILS A19 DOOR AND WINDOW SCHEDULES DISTRICT 1000, SECTION 59, BLOCK 5, LOT 3 GARAGE FLOOR A02 DEMOLITION PLANS AND SITE WORK DETAILS All WALL SECTION DETAILS A20 FIXTURE,FINISH AND MATERIALS 5 S SF A03 GROUND AND FIRST FLOOR CONSTRUCTION PLANS Al2 WALL SECTION DETAILS DETAILS SECOND FLOOR=410 LOT AREA= 36783 SF(UNDER 40,OD0 SF= NON CONFORMING) FIRST FLOOR= A04 SECOND FLOOR AND ROOF CONSTRUCTION PLANS A13 STAIR AND RAILING DETAILS S 1 STRUCTURAL PLANS = A05 GROUND, FIRST AND SECOND FLOOR REFLECTED CEILING PLANS A14 DOOR AND WINDOW DETAILS S 2 STRUCTURAL PLANS WETLANDS=8310 SF TOTAL NIC GARAGE = 1362 SF 44k�Q CLEARING=50% ELEVATIONS A06 GROUND, FIRST AND SECOND FLOOR POWER AND MECH PLANS A15 INTERIOR DETAILS S 3 STRUCTURAL PLANS ALLOWABLE CLEARING TOTAL EXISTING =2245 SF A16 INTERIOR DETAILS S 4 STRUCTURAL PLANS 1 UPLANDS = AO S ANY CLEARING DUE TO NEW CONS A08 SECTIONS RENOVATED FLOOR AREAS A17 INTERIOR DETAILS S 5 STRUCTURAL PLANS WILL BE REMEDIATED 1000 NO NEW CLEARING GARAGE FLOOR= 1184 SF ENERGY NOTES / I 0 FIRST FLOOR= 1235 SF LOT COVERAGE CALCULATIONS SECOND FLOOR=946 SF 1.ALL CONSTRUCTION SHALL CONFORM WITH THE REQUIREMENTS OF THE NY STATE TOTAL NIC GARAGE =2181 SF ENERGY CONSERVATION CONSTRUCTON CODE (LATEST EDITION). r 2 THE ENGI NEER INEER CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE THAT THE DRAWINGS COMPLY WITH THE NY STATE ENERGY CONSERVATION STRUCTURES EXISTING SF RESULTING SF TOTAL PROPOSED = 3365 SF , / DWELLING 990 1427 CONSTRUCTION CODE. � � r DECKS AND STEPS 460 938 TOTAL ROOFED AREA= 1395 SF 3. EXTERIOR DOORS AND DOORS TO GARAGES SHALL BE U= .40 MAX. WINDOWS, SLIDING GLASS DOORS AND ALL GLASS SHALL BE U= B4 MAX, FLOOR, WALKS,CONC.MISC 165 188 R-30 WALL, R-19 CEILING, R-38 r 4. ALL BUILDING MATERIALS, COMPONENTS AND ASSEMBLIES THAT ARE CAPABLE OF ABSORBING MOISTURE SHALL BE PROTECTED BY A VAPOR TOTAL IMPERVIOUS AREA 1615 SF 2553 BARRIER LOCATED ON THE WINTER WARM SIDE OF THE INSULATION. PERCENT LOT COVERAGE 5.675 8.96% 5. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES FOR CONTINUITY OF INSULATION AT ALL PLATE LINES, RIM JOISTS AND ALL CORNERS, i 6.ALL HOT AND COLD WATER PIPING AND ALL DUCTS SHALL BE INSULATED AS PER CODE. BUILDING HEIGHT CALCUILA f IONS 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT TO THE BUILDING DEPARTMENT THE SIZE, DESIGN AND TYPE OF MECHANICAL HEATIN,�, COOLING AND HOT WATER SYSTEM THAT WILL BE: USED. COMBUSTION EQUIPMENT FOR SPACE HEATING AND WATER HEATING SHALL HAVE A r , MINIMUM COMBUSTION EFFICIENCY OF 75%AND SHALL HAVE STANDBY LOSSES LESS THAN THE CODE SPECIFIED MAXIMUM BASED ON ACTUAL 510' \ I AVERAGE GRADE ELEVATION AT FOUR CORNERS OF BUILDING = 17.7' � � \ ,� � EQUIPMENT SIZE. FIRST FLOOR ELEVATION =21.9' 8. IF APPLICABLE -HVAC COOLING EQUIPMENT SHALL BE RATED IN ACCORDANCE WITH THE TABLE 4.6 OF THE NY STATE ENERGY CONSERVATION 2 \\ /�, DIFFERENTIAL=4.2'- GARAGE IS NOT COUNTED AS A STORY SPECIFIED IN TABLES 4.8, 4.9, 4.10 OF THE NY STATE ENERGY CONSERVATION CONSTRUCTION CODE (LATEST EDITION). 9.ALL THERMOSTATS SHALL BE ADJUSTABLE FROM 45 DEGREES THROUGH 75 DEGREES F. FOR COMBINATION HEATING AND COOLING THERMOSTATS ,I DISTANCE FROM AVERAGE EXISTING GRADE AROUND BUILDING(ELEV: 16.5')TO MID POINT THE ADJUSTABLE RANGE SHALL BE 13ETWEEN 45 DECREES AND 85 DEGREES F. BETWEEN ROOF SOFFIT AND RIDGE (ELEV:44.25)-27.75 10. HOT WATER TEMPERATURE CONTROLS SHALL BE SET AT 140 DEGREES MAX. 11.ALL LAVATORIES AND SHOWERS SHALL BE EQUIPPED WITH DEVICES TO LIMIT HOT WATER FLOW TO A MAX. OF 3 GPM AT 60 PSI WATER PRESSURE. i AREA OF FRESH WATER I ! /' �' 12.ALL FIREPLACES TO BE PROVIDED W1 H A/DAMPER FOR OUTSIDE COMBUSTION AIR OF 150 TO 200 CFM. FLUE TO HAVE A TIGHT SEATED DAMPER I, ( WETLANDS /,� I / ; WITH AIR LEAKAGE OF 20 CFM MAX. LEGEND I ' II J// ( �' �-- / NEW EXISTING GRAVEL DRIVEWAY TO RECEIVE NEW ( 1I' // / ABBREVIATIONS I� ( `��r' W / I , rr UNDERGROUND NEW RC RET WALL GRAVEL / ( // / PROPANE TANK (SEE DETAIL ON SURVEY) NEW DRIVEWAY AREA TO BE GRADED LEVEL WITH� A.C.T. ACOUSTICAL CEILING TILE ' DM DISHWASHER MIN. MINIMUM U SHT MTL SHEET METAL A.F,F ABOVE FINISHED FLOOR EXISTING COMPACTED AND RECEIVE NEW GRAVEL ELEV. ELEVATOR MTD MOUNTED SIM SIMILAR � � ( ( / ~ �� / ;I / EXISTING ( I BET BETWEEN ENCL ENCLOSURE MTL METAL SPECS SPECIFICATIONSOZI SEPTIC SYSTEM � // � �� � �I , -/� TO BE BLDG. BUILDING EX'G EXISTING MW MICROWAVE STL STEEL \ — ( I C.J. CONTROL JOINT N.T.S. NOT TO SCALE S.S. STAINLESS STEEL // REMOVED \\ ` / I — - GALV GALVANIZED �, \ f !� // 10 , CLG. CEILING GL. GLASS N.I.C. NOT IN CONTRACT TR, TRASH RECEPTACLE Lu, , :''\' ;: ::. —i( -4 OPNG OPENING TYP, TYPICAL /' I CMU CONCRETE MASONRY UNIT GWB. GYPSUM WALL BOARD ( / f PL.LAM. PLASTIC LAMINATE 12 COL HGT, HEIGHT U.O.N. UNLESS OTHERWISE NOTED ( \\\ /, /� % 'J f ` — COLUMN PLYWD PLYWOOD V.C.T. VINYL COMPOSITION TILE 1 ( ���I,,, 4 �, �/ , I CONC CONCRETE H.M. HOLLOW METAL I ,' I 10 \)( / w PTD PAINTED W.F. VERIFY INFIELD f / i U C.T. CERAMIC TILE ICE ICEMAKER REF, REFRIGERATOR 1 Ste. I \ I W I �, /, J �l I y.�_ — DET. DETAILS WD WOOD (�' ( / \\ DWGS DRAWINGS INFO. INFORMATION RE17D REQUIRED ,1 f i GS MAX. MAXIMUM SECT SECTION ' f C� O I �- I / 6 a NEW SANITARYEX -- 1 l (� ' //I i �, `\ '. 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F BE COMPLETE FOR C.O.sa Glazing Area . ta•0PR POSED 18 « T.H. h1iJ 4oSHALL Heating •- ; S9 9 ALLcv,T CONSTRUCTION MEETTHE ADDITIONAL C FROM ST + DRIVEWAY \\ '. + ,f,/, . o�N\V '�-� i . � ( � � I � I j REOJ ZEM NTS OF THE CODES OF NEW + + f i Climate Zor^ 4 ' �F •; ' ;*;*"� � l0 ( rr ;y ^} �� --� W /' I YORK STAT NOT RESPONSIBLE FOR c I - / _ ACE �-- / / Construct o t.3ite: C�nrnerlAg / Design ! DESIGN OR CONSTRUCTION ERRORS. ++,+; ,�* / \ too / ent: er Contractor: \ '+'•'�(� PCB\ b I ` �`1NE ,ET f if:.;; "' c9N , 2095 lake C1ri�e arren and Nina Bernstein John Berg _ E I T.O.W. Southold,NY 1;�.; Q + .+.+.+. I 1 -- +- '�22 ELEV:14.5' tr I �r'.,.. O BergDesgnArch; F ++.++ + « + WOOD 1 r Architecture. /`\♦ -fir{•° > = ec.r..»*r^.. .«... s I , / C1!<i".,ri �. d.' i}g('i,d1•t�': B:r at r•.ra,w.a....+.._ 'i ES OF DECK �j NOTE: w .•Mua ._. a . . •;. PROPOSE r, COMP Y WITH NLL COD -'� _ 16.9' S 1 st&2nd F 0 R ADDI ION I { r Compliance,2p.1°i� Better Than Code Maximum�U P „� (,• G TE:�ARO NDB I s NEW Y TOWN COD._S U U LDIN( A'63� Your t1A; D -3 `� W ORK STATE & TO -- -4— - / 1'' /. , The%Uttar iv Myra"Than Cade index fv%cts haw ctose to cam "nc"the hart s is based on cads trad"-otf tuns, \ PROP SED r �'.. f.,; I:,`>; ,>:`.:;;1.;;:.,. T TO'BE T '* \ 16 13.0'� —PROPOSED .; : ....'. 1. -<'':: '':., .';'.,' .. AJus EDTOMATCI ttooE NOT Provide AS REQUIRED AND CONDITIONS OF +++ 1st&2hd FLOOR �� ? c� .'' „.. up SHOWN ELEVATIONS nd FL00 ADDITION . . ADDITION r I / NOTE: ,� l: CK ;. . TOWN ZBA + , ( a. # :�' .rgr,, `� SOUTHOLD TO - .v.•rn, dvi''.m i:t�,..:�� .,ak «;.r:a,;,� �u�+r.wae®. !a" — + 9 ,•.� ruts 1 / « + + / r„ �: It A EXISTING � ( STIN B •ii B[r � • dI' r BOARD i r PLANNING,` ,. � TOWN f. D 0 \ r U?HOL a + - OVERHEAD , ..':.:". : '` .. . . ..:. ;,�. .,, ,�; • \ { _ r �. i : a +tea ♦ + v � / 0 8 U .r•»r I .. .... . ` .r�0 V! ,. .. ,. .. . '.`. Cy � .�'aTr.dCrt..,.....8 r. �ff""�!�.. ^;i'$$A43 +""w a. .�+'«,..'.mxi�;: +�• a..:.ml.yia ,',',',N,' / r • POWER LINE TO ` i``� s r . +a « ( N to DtA.AETEFt :..... \.. Ceiling 1,Flat C'eihn or Scissor Truss , D?OYJN TRUSTEES N \ ( r 9 Q35 33.0 �` �.O �r 4 SOUTHOL HATCH INDICATES , + + + GRAVEL N r ( BE RELOCATED ": :` \r... .:. , •- PROPOSED r '+ +'+�.•, 2 STORY / I x 3 6.DE.P c R Ceiling Cathedral t'.e 6ng(no attic} 360 33,0 + + + « + PARKING _ , WITH ALL 16 (' ,' N.Y.S.D.0 + + , +� DWELLING t. Wa111,Woed Fr'a-ie 16"o .—._ may' ... ... '.�......::: \ 9 0 s F 1 9 GARAGE LLING ST. .M RING, :GRADE ELEV: o• 2162 19,Q �.0 59 PARKING AREA «++,+,+,t, AREA I NECESSARY ' I 20 + \ UNDER 34.4 DRY WELLS - Window 1 Vloou Frame:Double Pane wit Low 1Q4t s''" t]290 3a2' I ' «', , NEW RAIL ROAD • ' ' +� `"" ' ,.. '-` �"' I - COMPONENTS \ I r It , + + + + . FOR ROOF r9 GRADE ELEV:20 Floor 1 All-Wood Joistll•russ;Over U ondRioned Space + + + 41132 `oQ N-:20 34 «it« UNDERGROUN TIE RETAINING WO OD I D I r Floor 2:Alt•1 doo 1.bistlTruss Over Outside Air 157 30,p q p 5 WALL. '; '. a + a c DECK o I , . FROM n: ;:;,. .'' . t t� .:' �� t rt t tt PROVIDE AND INSTALL OC U PAN SET TOP OF - eat 96 8.0 87 CY OR PROPOSED LOCATION ( 8-0 , 18 6 14-8 6-� REQ'D U RGROUND Floor 3 Slab On Grads`H ed MAX HEIGHT 4'.0" / � NDE / � �\ � U CK URYWE:LL AT SHOWN TO �18 '':. <;?::•; ::,'.•: PIPING TO DRYWELLS FI Insulation depth:4.p' USE IS UNLAWFUL HEIGHT VARIES f 13.0 18.0 ;.: .' .::..:.. �:' ::: : :': :.. ',• WFUL �� DITION EL_.V. 16-ts . HOUSE /;::..; :'': ; . ': "': . — ,� — -._. 18 (—'-PROPOSED I �- . ::.'::;;``s %';:'.;`:,:. :: :' -N�WRAILROADTIERETAININ / a t' n r, ` J 18 — G WALL(HEIGHT VARIES) \ ( c n p rr, ce _tatofnant• T4 Proposed building design described here Is consistent with the puildin WIT -BOUT CERTIFICATE / DECK ` — �� _ g plans„apeciifiGations,and Other' ' calculations st,b•n44t d with the permit application The pm posed building has been designed to meet the 2009 IECC re uirements in 1 — — �� GRAVEL BACK FILL AFTER INSTALL /NEW P' PP P po 9 g q ADD17 IONS — — _ ': r REScheck 1•' rai, .,..i I and to comply w � PARKING I y with the mandatory requirements listed in the RESctteth inspection Checklist, OI� Y DRYWELL CCUPA�'C AREA \ / , / �— YB ROOF E I Pc-t E T S G ti T.O.W. Name-Titla Sinature/ / I g Date ELEV:20.0' r \ \ f i BER CERTIFICATION � , - __ _ ,- _ �/ � _ '''"��`��•_`' ,` LIME NEW 1 PL M �.�: - i I RE=TAINING WALL TO BE REMOVED DRYWELL 1 ON L ` c AD CONTENT BEFORE /I RETAIN STORM WATER RUNOFF , C ,14 ___-- _ , — 20 \ (�L(j ,,BI{��; CERTIFICATE OFOCCUPANCY r CHAPTER 236 -_/ NEW WOOD DECK i ANT TO CHA r. .Z-. \ EXISTING OVERHEAD POWER LINE PURSUANT y WASTE E - ALLPLIJIA G / J N - GRADE ELE V:20.6 SO �. �:f •._;.. DER / AND�TEPS E - i I IE USEDIN WATER R 4 BE E CODE. T R LI!`�S NEED0 TO) R LOCATED TOWN &�'lA E � �� HE / OFT' nIvUf? L1 S ! T Y v � ST E ER Na R CO EM FO NaBE TESTI CA . N�1, E h EELS 2/10 OF ° _ ------ -- -� —- , \ 1/ LEAD. — --- E ----'-8 , _ — 1 � ALE � :�. CTF� C� -- DE CK K AREA OF FRESH / _ , 4,C) C"'�'ION RE(�(,�IN—M 4 — Ot WATER WET LANDS ' •T.O.W. �• 25.0 i T.O.W. I 1 ELEV:18.5' I f ELEV:16,5' GRADE ELEV:15,6' �� \ ti UP WADN I—� 1 ( _.--' \�\ \\ L.'____—•---___—I -- `,�•.:.:.11,}�f�p:a"'+r �\IL GREA NEW WOOD DOCK 18 18 1 - '-O" ` t(N.I.C.) I e AREA OF FRESH 4.0' / \ J t d.>f y alF tl. WATER WET LANDS _._.._.. .__.:_�..__aw .�.. ,...-.,a;�. .. - Project Tine faerns,t in Resjden Report date. 09p128111 Data filename: Settingswonn BergTesktop\My Dropbox%BERG DESIGNk121Bernstein\Resa1heck rck .; Page'I of 4 SITE SURVEY SITE PLAN ------- . . BERGDES GN BERNSTEIN RESIDENCE SITE SURVEY, SITE PLAN, DRAMNIS LIST, NOTES AND ENERGY CALCULATIONS 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 91 7 328 3905 NINA AND WARREN BERNSTEIN 2095 LAKE DRIVE, SOUTHOLD, NEW YORK 11971 TEL: 917 515 4611 PROGRESS PRINT August 12th,2011 ARCH TECTURE s August 1 s 2011 Noted PROGRESS PRINT 5eptemt�er 17t1T,2011 SCALE: As Noted PERMIT SET Septern:)e•30th,2011 REF NO: 120 LEGENDT/-7-;'-,-r-7-l-I-7-7-7-r-I-T/-7-r7-7--7-T/--7-,--7-T-�--T/-7 i , / / . / / / / / / / / / / / / / / / / / / / / / / / / , I,I, V'/',' /'/'/'/' /'/'/'/'/' /'/'/'/'/'/'/'///'/'/'/'/'/'/'/'/','/' / 1 EXISTING TO REMAIN I '/' ///'/'/' /'/'/'/'/' /'/'/'/'/'/'.'/'/'/'/'/'.'/'/'/'/'/'/',/;//J--------, r, / / / / / / / / / ,/,/,/,/,/,//,,/,/,/,/,/,/,/,/,/,/ , , , , / Iif 1/ /'/'/'/' /'/'/'/'/' / / / . / / / . / / / / / / . / / //,/,/// /','1 J -------- I/ / / / / / / / / / / / / / / / / / / / / / / / / / / / , , / / T------ II TO BE REMOVED ---------------- V////////////// /'/'/'/////'///////'.'.'.'.'.'.'.'.'/'�'�/' '�'/'�/11--------� / / /,' /'/'/' /',' ,' I / / ,///,/,/,/ ,/,/,/,/,/,/,/,//,,/,///,/,/,/,/,//,/, / � / / / /� 11 FLOOR TO BE REMOVED /.,//','/'//,//'/'/' r/' / / / / / / / / / / / / / / / / / / / • / , , //I,// , / /// / ,/ ,',',' ,/,' ,/ / /' . . . / / / � . / / / DECK / / / / „ ' ' � � � � / � •�-- 11 � / / / / / / / / / / / / / / / / / / / / ,/,/ / / ,' / / / ,1------- 1 1/ / / / / / / / . . / / / / , / , , / , / , / / / / , r////// ,///,///,///////,/,/ ,/,///,/////////// /',/ / / / //////// / DEMOLITION NOTES V / / / / / / / / / , / , / / / / / / / , , / ' ' / / / , , / ,r------ ' '/' /'/'/'/'/'/'/'/'/'/'/'/'/'/'/'///'/'/' /// /'.'/'//'/'/'.' /'/') II r/ / / / / / / / / / / / / / / / / / , / / 11 / / / / / / / / / / / I-------� I/ ,',///,/,/,/,/////,/ ,/,/,/,/,/,/,/,/,/ ,/// / / / /'/'/'/' /'/'/'/�' II 1)ALL DEBRIS TO BE REMOVED AND CARTED AWAY IN 1/ / / / / / / , , , / / / / , , , , , ,/,/ ,/,/,/ , , , , , , , , �-�_r7_r 11 r / / / / / .01 / / / / / / / / / / , / , , / / , / / / / / / / / , , / / / /11 ACCORDANCE WITH ALL APPLICABLE LAWS. ,/,//,,/,///�,�,/, ,/,/////,/�/,//,/, , , /,/,/, / , , , / / , , , , , , , , �t 2 ALL DUMPSTERS TO BE LOCATED WITHIN THE BOUNDRIES / / / / / / / / / / / / / / / / / /', / / / ///'/'/' /////'I /'/','// /'/' / V / , , / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / , ,//41 OF THE PROPERTY LINE AS DEFINED BY THE BUILDING AND I `�,/`J/j/ / ,/,/,/,/,/,/,/ / / ,/,/ /',',/ / / / , / / , / , , , , , , / , al I �-IL .L1-LJ-LJ -1-�-_LJ,�1-L 1_L..�1 / / / / / / / / / /I -r-r'7-T%-1-/-7-Tom'-TYT%�-►-17-T��1-�7-7"-i-T Y'► ZONING CODES. 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RAILROAD TIE RETAINING WALL " - ' " " - ' " (: ) n u -,> SCALE: 1 1/2 = 1 -0 ?,032 . . 9�"'�� - EERGDES GN EERNSTEIN RESIDENC E �E . e0% MOLITION PLANS AND SITE WORK DETAILS ARCHTECTU Kk"- E 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 91 7 328 3905 NINA AND WARREN BERNSTEIN 2095 LAKE DRIVE, SOUTHOLD, NEW YORK 11971 TEL: 91 7 51 5 461 1 PROGRESS PRINT August 12th,2011 August 12th 2011 PROGRESS PRINT September 17th,2011 SCALE: As Noted PERMIT SET September 30th,2011 REF NO: 120 4 2 3 2 4 2 g 2 A08 A09 A07 A08 A 8 A09 A07 A08 16'-11" (13"-021' 2-42 1 1 1 12 TREADS @ 11 1/2"= 11'-6" 16'-92" 5r�2„ 5r-02» 5r�2» LEGEND 3r_$„ 3,�» 3,-0» 4'-42" 3'-11-" 3'-11-" 3r_9_» F T -1 -F F T F T F � I I OUTLINE OF DECK ABOVI EXISTING CONC BLOCK FOUNDATION - I #2 CEDAR SIDING NEW SS CABLE RAIL 1 1-7 ` 1 i I -T `I I DECK SURROUND NEW REINF CONCRETE FOUNDATION I 11 �—IN e N I I I I I I I I I I I I I I DECKING I r 1» b DN •I � � �- 1 4 DECK JOISTS _k I `° `� DIRECTION I 1 is 2 I I 11 I I I 1 1 � _ — l - - - - oQ I 2-10 81 - - - -I EDGE OF 2nd FLIECK 40V� - _ - to - - - - - _DECK_ _ _ _ _ _ _ I 1 101A 1C 10t6 3 STEP LIGHTS MTD IN ST IR I E3-- -'" ---8 !' "{` WAR S'�" - 3-8 =� LINE INDICATES ROOF ABOVE T AXSIDINO I .I I NEW WOOD *1C DECK SURROUND I I I NEW STAIR AND FOUNDATION STAIR uP I, 14'-9" I 8''$2" iv r' rIN "BLIND CUT" O "' ACCESS DOOR 1 STAIR in ! f Ln I 1 t04A -r�_ 101A ENTRY UP 101 EDGE OF EXTERIOR WALL A OVE n ' 002zo 9'-1" DOWN 4. A09 4'-O" (' 9'-0) I WOOD ~��fll .r �/ I :� FLOORING I I I 1 w 72 SPOUT 5'-1-" � 1 STAIR � �� CANTILEVER HARDIE-PANEL CEILING PTD. :: A09 2 : 1 . DIRECTION . li 100A 1B 1 101 IN 03A 11-41„ 8 „ tHARDIE•PANEL I NEW SS CABLE RAILILI —104 2 2 CEILING PTD. $ 001A A08 109A HAIL 103A N ce) 7 WC 103E - - . � 102 to2A 103 N 13'-102" i m 1A A�-I� o zo ' I '( I Iaf U — I . I o I WC 109B LINE INDICATES FLOOR ABOVE I BOOK — — — _ _ — — — o I I I N I I I z I t00A 100 ® I CASE CLOSET to � o III 1Pr-. 3 MANTRYILAUND i Im 0 0018 NEW 11%"FLOOR J01 TS - - - - s � �� I : I NEW STRUCTURE NEW FLOOR JOISTS NEW STRUCTURE _ 1 2A 2 r --105- - - - A08 00 11�TJI JOISTS @ I 3 1 2B I FIREPLACE �I I i III I 16"O.C. I I A08 BEDROOM LIVING RM o I I I , i „ e 109 ON M NEW 3x6x6 - —bN GARAGE RC PAD on 6'LEVEL 1 4 r i 105A 2 001 GRAVEL ABOVE GRADE i A07 - I - A07 _ EXISTING(4)2 x 10 GIRDER 3"DIA LOLY COLUMN TYP. ON ALL SIDES BOOK I �� 4 N 2 N 109C 16 yam'"`-^�` i CASE I 105A REFRIGERATOR 1 I 1 A07 NEW STL COLUMN ON EXIST LOLY COLUMN NEW STL COLUMN ON A07 109D AI4 / L - -� _ NEW RC FOOTING NEW RC FOOTING f I . o RENDER SLAB SMOOTH& RENDER SLAB SMOOTH& DAMP PROOF i ,�iN I Q 2 1'-92" 3,••4" 31 -51"I j � III LEVEL WITH EXISTING LEVEL WITH EXISTING EXIST CONC BLOCK N o =�  - t/� I I FOUNDATION wl BLACK i o � I tO6A LU o NEW 9%'LOOR JOISTS J!I I ' BITUMINOUS COATING i I I I O 109A I I 1 0 l N NEW FLOOR JOISTS I NEW 2"THICK I I I 1 1098 I i bo FLOORING a RIDGID INSULATION -3- OUTLINE OF FOUNDATION BELOW I © I OOtC WD FRAMED FLOOR � W I 1' 2 I I DIRECTION o � Z � / 11�TJI JOISTS @ FLOOR TO CEILING I I SCREEN PORCH ABOVE 16"O.C. I I 108 DINING RM � KITCHEN 1A r X DENOTES AREA O LREEN I I z 1 0 0 PORCH ABOVE / I ( I PITCH TO CENTAL DRAIN I I DECKING I EXISTING CONC O _ © -- '/ \ I NEW 6"x 12" NEW 6'x 12" BLOCK FOUNDATION oo I I I I DIRECTION tors 107 Z I 106 _ / \ I I I I 14 J I 15 I 1068 I RC PIER RC PIER I C7 i I 1 I AI4 I AI4 — ;r, 8 G %SUION DOORS IN I 3'-10" w I I I I I DOWN M - - - - // OPEN I EXISTING WINDOW I I `� O I DISHWASHER - / EXISTING WINDOW I I I I L - - - - - - - - - - 107A 1 - J SPOUT - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - -- N ® -=_- _-- t-,�•. / - - - - - - - - - - - - - — — — — 4'-0" 9'-0" 1 G �l 14 DOWN 3'_6„ - - - - I II w I SPOU R_ O . . 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GROUT BED. GROUT COLOR TBD BY 1/2/"PLYWOOD SETTING BED. GROUT COLOR TBD BY ARCHITECT ARCHITECT COLOR TBD BY ARCHITECT si-1/2" EXTERIOR WALL 5-1/2" EXTERIOR WALL ,� B 5-1/2 EXTERIOR WALL ,� 5-1/2" + FURRING EXTERIOR WALL 3-1/2" INT PARTITION 3-1/2" INT PARTITION 5-1/2" INT PARTITIONcale:1-1/2' Scale: Scala:1-1@-=1'-0" Scale:1-1/2'=1'-0" Scale:1-1/2'=1'-0" Y\ Scale:1-1/2"=1'-0' Scale:1-1/2"=1'-0' r k }"�3Xt WALL TYPES3 ,r! SCALE: AS NOTED BERGDES GN BERNSTEIN RE`SIDENCE GROUND & FIRST FLO OR CONSTRUCTION PLANS ARCH TECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 NINA AND WARREN BERNSTEIN 2095 LAKE DRIVE, SOUTHOLD, NEW YORK 11971 TEL: 917 515 4611 PROGRESS PRINT August 12th,2011 August 12th 2011 PROGRESS PRINT September 17th,2011 SCALE: As Noted PERMIT SET September 30th,2011 REF NO: 120 dl , 4 2 3 2 I 4 2 3 2 A08 A A07 A08 A08 A09 A07 A08 -------------------------------------------------- —----------------------------------------------------------------------------------- , -----------------------------------------------------------------------------------------------------------------------'-------------------------------- ----r----t----�----�----r--- -----i----i----r----j----T----T------------------------------------------------------------------------------------------ I •- ------------------------------ ----"- I 1 1 1 1 1 I 1 1 1 1 1 1 I I I II I I I 1 I 1 I I 1 1 w I I I I I 1 I I 1 I I I I 1 I II I 1 1 I 1 I I I 1 n 11 1 1 I 1 I 1 I I I 1 1 I I 1 I II 1 1 1 1 I I I 1 1 ` 1 1 1 1 1 I I 1 I I I I I I I I I I I II I 1 1 I 1 I I 1 I I 1 I I 1 I I 1 I I I I 1 1 1 1 I I II I 1 I 1 1 I I 1 1 I I 1 1 1 I I I I I I 1 1 1 I I II I 1 1 I 1 I I 1 1 I I I I I 1 I I I 1 I I 1 I I I 1 1 11 1 1 t 1 1 1 1 i 16'-9�" I 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 13'-2" 1 I I 1 1 I I 1 1 1 I I I 1 1 I I I it 1 1 1 I I I I 1 I 1 1 I I I I I 1 1 I I I 1 I I I I I I I I I I I I I 4'-10w I I I I I I I I I I I I I I II I i I I I I N EQ EQ EQ EQ I I I I 1 I I I I I I I I I I 11 I 1 1 1 1 1 1 1 I I I I 11 I I 1 1 1 1 1 1 I I I 11 I I 1 1 I I t i I 1C I I 1 I 1 I I 1 1 1 I 1 I I I I I 1 1 I 1 I I I 1 I 1 I I I I 1 _ -----------------____________________________________________--------------------- _ 202A I I I I I L I I I i I I______ _____________________ ___________________ _ �.____1_1 ___1-I _-_J_1 ___J_-_-J____J_I--__L____ __-_L____L____1____ ----------------------- 1C 4 72N NEW SS CABLE RAIL NEW SS i '� N PARAPET CABLE RAIL NEW GLUE DOWN DECKING DECK /�' STAIR \ f� ` �n �' EPDM 202C 5-11- DIRECTION 202 " LOW REFECTANCE 2N , DOWN NEW UNPAINTED ALUM 200A w NEW SS 202g ,•�- 21_8N SPOUT I ROOF MEMBRANE SCUPPER I R AND 5 DOWN SPOUT 2008 I ' CABLE RAIL 201A 3'-0" ROOF 09 A09 A HALL SIN f .- �^, 0 O 200A W �-- 201 iv I 200C 1 Ni; 11 f� EQ EQ EQ EQ N FLOORING / 1 2038 A08 A08 DIRECTION " BE 200QM i. -___------_=_____________________________________________________________ �p - i NEW SS CABLE RAIL 2-6 1 -10 1 1 N 1 11 I I 11/•/IN 3'-42" I I 'O 81 -02 1n 11 A1x '`T t i / Wryy , ' 1 V `` 2 OB 0 A08 A08° 1 ; NEW INSULATED SS cl Lu CL i i w OPEN TO BELOW "' CHIMNEYw/CAP NI—► ��7r H i i CL WC 204A a 4 6 4' N WC i i ;' ! 2058 S 204 0 2 ROOF 2 A07 201A 1p 207 r ZOIA a 0 — O I w A07 I � A07 ROOF A07 I - I %. 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IL_________________ iJ___________________----_--__-----------_-_-_-_-____ ________________________________________________________________________________________________J I I I ao7 Ao7 N j) SECQJN D FLOOR PLAN ROOF PLAN —SCALE: 1/4";= 1'-0" "►� yrrww x*a� 1 e BERGDESG IB! BERNSTEIN RESIDENCESECOND FLOOR & ROOF CONSTRUCTION PLANS ARCHiTECTIURE88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 91 7 328 3905 NINA AND WARREN BERNSTEINV 2095 LAKE DRIVE, SOUTHOLD, NEW YORK 11971 TEL: 91 7 51 5 461 1 PROGRESS PRINT August 12th,2011 August 12th 2011 PROGRESS PRINT September 17th,2011 SCALE: As Noted PERMIT SET September 40th,2011 REF NO: 120 LIGHTING and CEILING FIXTURE SCHEDULE SYMBOL TYPE OF FIXTURE MANUFACTURER/MODEL NO, NOTES - — — — �-I— — — — — — BATHROOM FAN NUTONE QTREN080 ULTRA SILENT SERIES 3 STEP LIGHTS MTD IN STAIR TREADS(3 x ® ) I I .` 'il ® RECESSED WALL WASHER (LOW VOLTAGE) TBD STAIR RECESSED DOWN LIGHT (LOW VOLTAGE) TBD • 002 O RECESSED DOWN LIGHT - WET LOCATION TBD DECORATIVE PENDANT I TBD HARDIE-PANEL CEILING PTD,7 I ITRECESSED DOWN LIGHT - WET LOCATION - - ' ® UTILITY FIXTURE SURFACE MTD bARDIE•PANE TBD 4' FLOURESCENT UTILITY FIXTURE CEILING P . A I MONOPOINT FIXTURE-INT TBD W �B DECORATIVE WALL SCONCE- INT TBD I II I DECORATIVE WALL SCONCE- INT TBD SWING ARM LAMP HEIGHT bD WALL SCONCE- EXT TBD O I II I FLOOD LIGHT- EXT TBD I I I I I I I b WALL SCONCE- EXT TBD I GA 001 RAGE � WALL MOUNTED STEP LIGHT - EXT. TBD I O13 0 00 0 0 0 1 SMOKE DETECTOR/ TBD CARBON MONOXIDE SENSOR-SURFACE ® UNDER CAB FIXT JUNO (5) 14' UPX214 PRO ZENON WHITE I I I I I EXTERIOR DOWN LIGHT TBD TRIM: HALO 3011WH t/7 I . I FAN II I FAN CONTROL SWITCH LUTRON DECORA WHITE 3 WAY SWITCH LUTRON DECORA WHITE D MC R SWIT TCH LUTRON DECORA WHITE CH LUTRON DECORA WHITE GAARAGE DOORS IN �` I I , SWITCH WITH INTEGRAL TIMER FUNCTION LUTRON DECORA WHITE F- — — — — 09PEN POSITION i � , JAMB SWITCH t: ' — — — — — — — — — — SPEAKER WIRE TERMINATION LOCATION TBD I L — — — — I I NOTE:CONTRACTOR TO MARK OUT ALL ELECTRICAL DEVICE AND SWITCH LOCATIONS FOR CLIENT APPROVAL BEFORE INSTALLATION - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TO GROUND FLOOR REFLECTED CEILING PLAN STEPLGHTS 1 SCALE: 1/4" = 1'-0" - - - - - - - - - - - - - - - - - - - I ` E SAL I i c.H.•+g� #iT&G O O T O CLEAR CED NEW SS C CAL CEDAR I E KI p ICN STAIR CEILING IREC T11 0 0 202 DOWN L PTD. STAIR S I SPOUT T LGWu E CEILR'G7 71 B B F TD. c.H••+s'�' H 01l HALL WB WC FLOORING 0 U G 7 103 o NCEILING DIRECTION C-, o DEN F O i c.H.•vARIEs 203 WC PCn Gwa SP CLOSET NEW SS CABLE RAIL—/ 100 (CEILING -] ® L B f LPTD. C C PANTRY/LAUNDRY - - - - - - -r - - - - -105- - F LIVING R"! c.H.•vARIEs PTD,GWB BEDROOM c.H,-+e s' 104 I C.H.•+B ' — CEILING 7 — I B B B B OPEN TO BELOW a I I I CEILING HT.VARIES WALL WASHERS ABOVE I 7 L - - J _ 0 a D a D 207 C.H.-t" PTD GWB CEILING 7 L GWB CEILING PTD. WALL WASHERS ABOVE ° l LPTD.GWB CEILING SP 7 PTD.GWB CEILING c.H.-vAwEs PTD.GWB CEILING 7 SP SP O 7 7 I F C.H.-VARIES ( FLOORIN SCREEN PORCH 106 DINNNN RMM KI1CHHEN DIRECTION O O O `'f�' 06 BEDROOM 206 BEDROOM C.H.-VARIES) HARDIE-PANEL DOWN �MILING PTD. SPOUT DO - - - - - - - - - - - - - - - - DOWN SPOUT LHARDIE-PANEL 0 O O O O O O O O CEILING PTD. t HARDIE•PANEL CEILING PTD. , ,>... LINE OF ROOF ABOVE 7 WHITE 7 ; �` ►ti;..t�l,6��, � T �-STEP LIGHTS MTD IN STAIR DECK TREADS(3x ® ) 2 STEP LTDINSTAIR ' FIRST FLOOR REFLECTED CEILIN PLA TREADS(2x(2x E:� ) SECOND FLOOR REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" fit BERGDES GN BERNSTEIN RESIDENCE GROUND, FIRST FLOOR & SECOND FLOOR REFLECTED CEILING PLANS 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 91 7 328 3905 NINA AND WARREN BERNSTEIN 2095 LAKE DRIVE, SOUTHOLD, NEW YORK 11971 TEL: 91 7 51 5 461 1 PROGRESS PRINT August 12th,2011 August 12th 2011 ARCH TECTURE PROGRESS PRINT September 17th,2011 SCALE: As Noted PERMIT SET September 30th,2011 REF NO: 120 I I I I I I I I I I I I I I I POWER SYMBOL LEGEND I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I . I I I I I I I I I I I " ---------� -- --1-- --1 --J--1--1--1--L-1--L— —r------------------------------------------ --'--L--!--i--'--1--'--1--'--1--L— --------------------------------------------I I l i...;. : :: ;.>: I . . D TELEPHONE JACK h 15" A,F,F U.O.N. aD NEW RECESSED DATA JACK I , , 15' A.F.F. U.O.N. g GFI i ® NEW RECESSED TELEPHONE JACK STAIR I' DE STAIR ' I 52' A.F.F. U.O.N. DECK I I 002 202 120V RECESSED DEDICATED WALL OUTLET I COORDINATE WITH EQUIPMENT I I I REQUIREMENTS 120V RECESSED DUPLEX WALL OUTLET MOUNTED @ 15' A.F•F. U.O,N. 120V RECESSED DUPLEX WALL OUTLET i MOUNTED @ 42' AF,F, U,O.N, HOUSE I® ® HALL -- -- 120V RECESSED DUPLEX WALL OUTLET 201 GFI MOUNTED @ 15' A,F.F. U.O.N. WASTE . .._....._„_.,.,.. � _ 3�): 120V RECESSED DEDICATED DUPLEX WALL OUTLET GFI ' GFI MOUNTED @ 42" A.F.F, U.O.N. ..,, I BEDROIOM r VERTICAL DUCT'CHASE , , —— FULLYLINEDW1�Y'GWB I .I'` I I I „ I 203 .� NEW 220V RECESSED DUPLEX WALL OUTLET MOUNTED @ 15' AFF, UON VERTICAL DUCT CHASE' 4"SOIL DOWN i I I \�` ��/ i i 120VREMOUNTED 5' F F RECESSED QUAD U.O.N. LL OUTLET I I FULLY LINED WI�2"GWB "FROM ABOVE I I , I I I J • 3 SOIL DWN4�SOIL DOWN FROM 0 120V RECESSED DUPLEX FLOOR OUTLET ABOVE I i NEW 6'x Tx 6" i i \�� , 7y Q— NEW WALL MTD. JUNCTION BOX RC PAD � 3' R • a o SWITCH 3'SOILDOWN�4"SOIL DOWN FROM FI 3 WAY SWITCH I I I GARAGE F� ----- 001 NEWACCONDENSER a a ; �� �� I $o DIMMER SWITCH LOCATION ' �� �' i $j JAMB SWITCH <: O o 0o p o0 o WC M CEILING FAN CONTROL WC I , 204 VERTICAL DUCT CHASE i 207 i �`� ��' ' ® a CABLE TV OUTLET FULLY LINED WIY2'GWB i ® ipi ��".\ Q THERMOSTAT I EXHAUST FAN CONTROL NEW HIGH EFFICIENCY LP BOILER PROVIDE 110 I i I I I i NEW WALL MTD I � � rANKLEssHorwArER PLUMBING NOTES & LEGEND HEATER ' I BEDROOM I ,' `� BEDRO M 0-x HOSE BIBB 206 CV ��' ��\ 205 ELECTRICAL PANEL TO BE RELOCATED ' ��'� UPGRADEDASREO'D(PROVIDESPEC) -"•"-"-"-"-"-"•"-"-"-"- PLUMBING ir-------- I -------- I ,' —-—-—-— GABS PIPING ---------- ® �� :. \ , I i — ---------� , -------- L--------- -------- ------------------------------------------------------------ ---------� , I —_ -------- , - II I I I NOTE: ALL NEW PLUMBING TO TIE INTO 4" PVC I II IL I L--------� I SECOND FLOOR PLAN G ROUND FLOC)R PLAN I I I I WASTE LINE IN GROUND FLOOR SPACE TO NEW 1 ------ II 04 I I i 2 SANITARY SYSTEM. SCALE: 1/4" = 1'-0" SCALE: r---------i i , , , PROVIDE AND INSTALL NEW 500 GAL r --- UNDERGROUND PROPANE TANK AT LOCATION II SHOWN AND ALL ASSOCIATED PIPING,VALVES, REGULATORS TO CONNECT TO RESIDENCE. II II ___________-__-____-_ VENT VENT VENT MECHANICAL NOTES & LEGEND - - - - - - - - - --- - - - - - - -ROOF II �i— — PROVIDE AND INSTALL NEW FULLY OPERATIONAL HEATING AND COOLING SYSTEM. w TEST AND BALENICE SYSYEM AFTER INSTALL. I I � ® ® STAIR i w COMPONANT SPECIFICATION: 101 I z MECH CHASE WC 207 WC 204-------------------------------- VENTIONAL GAS BOILER I ------------------------------ PROVIDE AND INSTALL ALL ASSOCIATED CONTROLS,WIRING, PLUMBING, MANIFOLDS, LP FI b HALL WC NEW TOILET , �n 1.1/2n I �_ CONVERSION, SIDE WALL VENTING AND OUT ° L3 102 103 `"' �"� , `ch NEW TOILET DOOR TEMP RESET CONTROL AND ASSOCIATED NEW SINK LU N o L c- NEW SINK PARTS. WC ' ' , cn NEW BATH TUB—► I NEW BATH TUB BUDERUS GA124--30 123,000 BTU OUTPUT 100 CLOSET FI 4 i z z ' w E= ® 4"SOIL DOWN AIR HANDLER -- — 3'SOILDo PANTRYILAUNDRY 3"�R I I ' PROVIDE AND INSTALL NEW AIR HANDLING UNIT, 3, ; I I SECOND FLOOR EI ETCONDENSER AND ALL ASSOCIATED CONTROLS 105 %% 1 1/2"' 3" 4 : �� 1 1/2" i AND PARTS. �`------------------- ------------- — ' �`•---------------------- BEDROOM - -N�W�61�AIN' LIVING RM A�FCH CHASE ' TANKLESS HOT WATER HEATER 100 104 3'SOILDOWN FROM ABOVE NEW DRAIN PROVIDE AND INSTALL ALL ASSOCIATED, Gw CONTROLS, WIRING, PLUMBING, MANIFOLDS AND 3 VTR WC 100 WC 103 LAUNDRY 105 KITCHEN 106 ASSOCIATED PARTS. N ! ---- i ----•--------------- 1/ ------ --- •-•� �..---------�� .•^�� .---------�� i 1 1/2n % i 1 1/2" �� "' �� i `� % RINNAI RL941 NEW TOILET i 11 2n 1 1/2'n 1 1/2n 1 I 1 1/2° 1 1/211 I1 ¢ I I ,I PROVIDE NEW DUCT WORK WITH L.._.._.._�._�,_�.T„ .. .. �, .._.,_ _.. .� .� .. .. �. ., �_�._�._�._.._. ' / SOUND ATTENUATING LINING TO NEW SINK J ; NEW SINK NEW GRILL LOCATIONS E� N NEW BATH TUB > 3/4° NEW DISHWASHER DW NEW GRILLS IN WOOD FLOOR- GFI ; L z z 1 : 1 1/2" FLUSH WOOD GRILLS MATCHING - - -- - - - - - - - - - FLOOR COLOR GFI �0 I I I 11/2"I I 11/2" I i FIRST FLOOR t !� r7 r7 r7 0I 1 1 1/2 -1 I SCREEN PORCH b �� %% i l/2" 4' % �! 4" �. 11/2" ' �. ; `. ; GRILLS IN TILE FLOOR-BRUSHED ' 4 ` ' ALUM LOUVER ,r, �•------------------ ---- �•--------•' •_-. �•------•� 108 DININGRM KITCHEN ®® 107 Ej GFI 106 NEW [DRAT NEW DRAIN PROVIDE AND INSTALL NEW i I I GRILL AT NEW LOCATION I II II I i liII I ----------------------- �-- - - - - - - - - - - - - - - - - - - - - - - - - ' ------ TO EXISTING HOUSE TRAP GRADE GFI SEPTIC SYSTEM " 'FURNITURE SHOWN FOR I I '.'•'1I�Gt { ELECTRICAL LAYOUT I i PURPOSES ONLY t 19 i FIR T/4' FL R PLAN 3 S00 PLU�VIBING RISER DIAGRAM SCALE: — 1 -0 )_SCALE: 1/4 BERGDES GN BERNSTEIN RESIDENCE GROUND, FIRST FLOOR & SECOND FLOOR POWER & MECHANICAL PLANS �z 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 91 7 328 3905 NINA AND WARREN BERNSTEIN ;2095 LAKE DRIVE, SOUTHOLD, NEW YORK 11971 TEL: 91 7 51 5 461 1 PROGRESS PRINT August 12th,2011 August 12th 2011 ARCH PROGRESS PRINT September 17th 2011 p � SCALE: As Noted PERMIT SET September 30th,2011 REF NO: 120 ALUM CLAD TO MATCH DOUBLE WALL INSULATED WINDOW COLOR SS CHIMNEY DOUBLE WALL INSULATED ROOF HIGH POINT 23'-3" -------- ROOF HIGH POINT 23'-3" SS CHIMNEY ----------- ------ ---- -------------- ----------------------------------------------------------------------- BM ELEV.46.4" BM ELEV.46.4" Z --------------------------------------------- 12 ROOF MID POINT 21'3" ------ ----------------- --------------------------------------------------- -------- ROOF MID POINT 21'3"--------------------------------------1 1/2 —_------ ---- - --- -- - -- - - ---------------------------------------------- --- ------------------------------------------------------- BM ELEV.44'-4" BM ELEV,44'-4" EPDM ROOF MEMBRANE ALUMSCUPPER ANDDOWN 6" 1/2 ROUND ALUM GUTTER SPOUT �-- CEDAR SHINGLE SIDING AND 5" DIA DOWN SPOUT \\�`.� \ #1 CEDAR BEVEL SIDING \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ 111 11 1 Jill I I Jill I I Jill I I I I I Jill I I Jill I ALUM GUTTER AND DOWN \ SPOUT ` 8 SQ. FT. ESCAPE A APE AREA SECOND FLOOR 9'-5" \` � � � \� \� \� \� \� \` ' ----------- ___________ SECOND FLOOR 9'-5" BMELEV.32'-6" - - ---------------------------- -- - --------------------------- IIIII I I I Jill I Hill I IIIII Hill III I II Jill18" PERFECTION SCREEN PORCH R &R WESTERN RED � '' ��\\��\ ' '' CEDAR SHINGLE SIDING CABLE RAILING ,� \\ SS CABLE RAILING ALUM GUTTER AND DOWN \\ \\ \\ \\ \\ \\ IL SPOUT ILIIIII ' MAHOGANY DE%K FIRST FLOOR 0'-0" FIRST FLOOR 0 0 _�. BM ELEV.23'-1" STEP LIGHT 'o CLEAR CEDAR FASIA Li CLEAR CEDAR FASCIA ►.aU #2 CEDAR SIDING co BADE ELEV:20-0" i GRADE ELEV:20'-0" ' � i i 1 x 3 L#2 CEDAR SIDING EXAUST HOOD BOILER EXHAUST EXPOSED CONIC BLOCK GARAGE FLOOR -8'4° #2 CEDAR SIDING CLEARICEDAR FASCIA VENT &VENT 'FOUNDATION i___----_ GARAGE FLOOR -8'-4" 1 -------- ------------------------------------------------------------------------------------------------------------------------- BM ELEV. 14'-7" 10" DIA RC COLUM STAIR BM ELEV. 14'-7"------------------------------i-- --------------------------------- - - ------------------------ SUPPORT SOUTH ELEVATION WEST ELEVATION 1 SCALE: 1/4" = 1'-0" DOUBLE WALL INSULATED SS CABLE RAIL SS CHIMNEY ROOF HIGH POINT 23'-3" ROOF HIGH POINT 23'-3" ------------ -------- --------------------------------------- BM ELEV.46.4" BM ELEV.46'-4" -------------------------- ROOF MID POINT 21'3" ROOF MID POINT 21'3" ------------ - - -- -- - - - - - - -- - - - - - -- -- - - - -- - - -------- --------------------------------------- BM - - - - -- - ------ -------------- ELEV.44'-4" BM ELEV.44'-4" - - ---------------------------------------------- --- - -- - - -- - - - - ------- T.O.ROOF 19-11" --�'' " ��- . ----- ------------------------------ T.O.ROOF 19-11 BM ELEV.43'-2" , BM ELEV.43'-2" - /i #1 CLEAR RED --------_ -- , CEDAR BEVEL ALUM GUTTER \\\ \\ SIDING 5" WIDE ;/ ;'' // \`� CEDAR SHINGLE SIDING AND DOWN SPOUT \\ \\ \\ \\ ,% ;; ALUM GUTTER AND DOWN JLJ L 8 SQ. FT. ESCAPE AREA #1 CEDAR BEVEL SIDING SPOUT " lillJill SECOND FLOOR 9'-5" - III SECOND FLOOR 9'-5" -- - - - - - -- --------- - - -- - - -- - - - - - - -- ----- --------------------------- BM ELEV.32'-6" \ BM ELEV.32'-6" 18" PERFECTION R &R WESTERN RED �' CEDAR SHINGLE SIDING SS CABLE RAILING SCREEN PORCH `�\/ SS CABLE RAILING 4 " SS CABLE RAIL �. FIRST FLOOR 0'-0" FIRST FLOOR 0'-0" BM ELEV.23'-1 BM ELEV,23'-1" ® - -- GRADE ELEV:20'-0" CD MAHOGANY TREADS _ �� 10" DIA RC STAIR ti va & RISERS SUPPORT COLUMN cn #2 CEDAR SIDING CLEAR CEDAR FADCIA w ; #2 CEDAR SIDING GARAGE FLOOR -8'-4"_____--__--1_---_-_-__ r GARAGE FLOOR -8'-4" BM ELEV. 14'-7" BM ELEV. 14'-7" BLIND CUT UNDER DECK #2 CEDAR SIDING GARAGE DOOR CLAD W/ ? C' , STEP LIGHT STEP LIGHT ACCESS FOOR #2 CEDAR SIDING ' ' NORTH ELEVATION EAST ELEVATION SCALE: 1/4" a'+ BERGDES GN BERNSTEIN RESIDENCE ELEVATIONS zr ARCH TECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 91 7 328 3905 NINA AND WARREN BERNSTEIN 2095 LAKE DRIVE, SOUTHOLD, NEW YORK 11971 TEL: 91 7 51 5 461 1 PROGRESS PRINT August 12th,2011 August 12th 2011 PROGRESS PRINT September 17th,2011 SCALE: As Noted PERMIT SET September 30th,2011 REF NO: 120 EPDM ROOF MEMBRANE PROVIDE CONTINUOUS 3 MANUFACTURED VENT STRIP r— & FLASHING @ RIDGE A10 ROOF HIGH POINT 23'-3" ---� -------------------------------------------------------------------- ---�-- ----- BM ELEV.46'-4" I I - - __ 12 -- R 38 BATT INSUL ' T7 F-F1- ; ; ; :T1-1- I I I I I I I FF I I i I ------- � 11/2 All I I T.O.ROOF 19-11 �11I , -- -_ l 1 BM ELEV.43-0 _ - -------- ------ -- _ R 19 BATT INSUL FASCIA MTD SS CABLE 14" TJI JOISTS @ 16" O.C. " ------------------------ R - - R 38 BATT INSUL „I °°° __- - - RAILING ' -:: :::- - -. . RA L EPDM ROOF MEMBRANE -'I� '�t t-' " � FURRED DOWN \�\PPEI ON TAPERED RIDGID ;`- 2 GWB CEILING - _______________� 3/4" SUBFLOOR WITH // INSULATION HARDWOOD T&G FLOORING S AIR PITCH %4" PER FOOT VENT EVE W/ CONTINOUS A10 4 SOFFIT INTAKE SLOT, 2 9.5" TJI JOISTS @ 16" O.C. // °° SCREENED co 11 7/8" TJI JOISTS @ 16" O.C. BEDROOM � �� DEN FASCIA MTD SS CABLE 200 ; �� 202 9.5" TJI JOISTS @ 16" O.C. i� STA IR RAILING SECOND FLOOR 9'-5"_____________ ----------- --_ SECOND FLOOR 9'-5" BM ELEV.32'-6" BM ELEV.32'-6" R 19 BATT INSUL , LIVING R ;% LIVI qG R�1II, BEDROOM 104 WC 109 co 103 3/4 SUBFLOOR WITH HARDWOOD T &G FLOORING FASCIA MTD L- SS CABLE _ NEW STL BEM N�1N STL EAM !' 11 7/8 JOISTS @ 16 O.C. , 11 7/8" TJI JOISTS @ 16" O.C. - -- i R-30 BATT INSUL �i �•� -- IN FIRST FLOOR 0'-0" _ I _ -_. _______ ------ FIRST FLOOR 0'-0" ;- !" \ BM ELEV.23'-1" ; ; BM ELEV.23'-1" r4- ,A I , , I 8 EXISTI 4 2x10 3 ----- - -----'-' EXISTING (4) 2 x 10 �10 t- : , __1 GIRDER) MAHOGANY DECKING ON 2 x 10 PT DECK JOISTS 16 O.C. �13 Al2 - GIRDER 4" THICK REINFORCED CONC @ I - ` EXISTING 3 DIA. I , EXISTING STEEL GARAGE cRACE.'2o'�" (2) 2X12 PT GIRDERS ON 4X4. PT - LOLY COLUMNS SLAB ON GRADE I_ - TEEL LOLY COLUMNS �- 001 REINF CONCRETE FOOTING � �<�'; � GARAGE POSTS ON CONC PIER FOOTINGS I GARAGE DOOR o _ I TO 36 BELOW GTADE I I 002 , , 001 #2 CEDAR SIDING - GARAGE FLOOR -8'-4" - GARAGE FLOOR -8'-4" I I BM ELEV.14'-7" BM ELEV. 14'-7" ---------------I - I I ---------------------- ---------------- 4 THICK REINFORCED CONC NEW 4" x 4" STL COLUMN t____________- SLAB PITCH TO DRAIN ON NEW 2'-6" x 2'-6" x 12" RC ` ADDITION E-----' FOOTING T WARDS GARAGE G DOORS 5 `�`.� 6 POUR CONCRETE FOOTING CROSS SECTION LOOKING EAST A10 A10 36" BELOW GRADE LONG SECTION LOOKING NORTH 10 „ _ SCALE: 1/4" = l'-O" SCALE: 1/4 1 -0 I _ PROVIDE CONTINUOUS i�---------� MANUFACTURED VENT STRIP I I DOUBLE WALL INSULATED SS ; ; ROOF HIGH POINT �23'-3" & FLASHING @RIDGE ---------------------y----------------- --------------------- I I 6 BM ELEV.46.4 ----------------------------------------- FLUE _ 12 Z I AI I ROOF MID POINT 21'3"---------------------- , ------------------1�2----------- ----------------------- -- ------ 14" TJI JOISTS @ 16" O.C. r A18 �s- 1 E ,-- N i ------�.' BM ELEV.44'-4" ----------I J ------------ R 30 BATT INSUL �- _ R 19 BATT INSUL I I I I R 38 BATT INSUL - - ----- I , ; j 14" TJI JOISTS @ 16" O.C. ' R 19 BATT INSUL i PTD CONCEAL DFASTE E FASTENERS _ / / // // // BEDAbOl CAULK JOINTS la FURRE DOWN / 2010�, 205 VENT EVE W/ CONTINOUS w� GWB C ILING SOFFIT INTAKE SLOT, 4 BEDROOM WC BEDROOM SCREENED AI I 200 SECOND FLOOR 9'-5" ,_ -� - __ _ _ - SECOND FLOOR 9-5 BM ELEV.3211.6w �I � - I-- ------------ _ � PA @ 16 O.C. 108 109 PANTRY/ LAUNDRY LIVING R BED ROOM 11 7/8" TJI JOISTS ; _; SCR EN PORCH BEDROOM _ _ WALL FURRED OUT 4 FOR 11 7/8 TJI JOISTS I �- �., 4 105 104 109 16 O.C. ' ; FRAMED SCREEN PANELS PLUMBING IN EXTERIOR WALL I PREFAB WOOD BURNINGI A18 �? FIREPLACE APPLIANCE / // // j/ RUBBER ROOF MEMBRANE \ co °0 TO CONFORM TO 3 ON TAPERED RIDGID \� w ��- INSULATION 11 7/8 TJI JOISTS NYS ENERGY CODE , �—NE" STL BEAM NEW STL BEAM �12 PITCH 1/4" PER FT. 8 @ 16" O.C. ANDI BE UL LISTED ' ----------- �13 FIRST FLOOR 0.0" ' I _____ FIRST FLOOR 0'-0" --- -- __ BM ELEV.231.1" t_ --- -- -- ' ; ; BM ELEV.231.1" I ' 9.57JI 11-7/8"TJI R 30 BATT INSUL r8 GRADE ELEV:20'-0" " IIII IIII I I__I t 1 EXIS 'ING CONC BLOCK; ;;; ; ;; ; EXISTING ( � 2 X 10 ------ " ' ' I" ' --� AI3 ; GARAGE NEW 2" THICK RIDGID #2 CEDAR ' FOUNDATION ! ii! i II GIRDER l i GARAGE ; - 001 INSUL NEW RC FOUNDATION SIDING 001 I I I EXISTING CONC BL CK #2 CEDAR FACING OUNDATION EXISTING EEL LOLY ------- GARAGE FLOOR -81-4" ' ' i ' !! ! COLUMNS i ! ! F--' GARAGE ----- - r FLOOR -8'-4-" --- --------- --------------------- - ------------------------------------- BM ELEV.ELEV. 14'-7" t y NEW 4" x 4" STL COLUMN ON NEW 2'-6" x 2'-6" x 12" RC ; ;' 4 THICK REINFORCED CONC '> SLAB FOOTING LONG SECTION LOOKING SOUTH °' ' NEW CONCRETE FOOTING EAST ELEVATION 3 — -> ADDITION POUR 36" BELOW GRADE (4) SCALE: 1/4 - 1 -0 SCALE: BERGDES GPI BERNSTEIN RESIDENCE SECTIONS ARCH TECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 NINA AND WARREN BERNSTEIIN 2095 LAKE DRIVE, SOUTHOLD, NEW YORK 11971 TEL: 917 515 4611 PROGRESS PRINT August 12th,2011 August 12th 2011 PROGRESS PRINT September 17th,2011 SCALE: As Noted PERMIT SET September 30th,2011 REF NO: 120 i ROOF HIGH POINT 23'-3° ------------------------------------------------------------------------------------------------------------------------------ ROOFHIGH POINT 23.3 " BM ELEV.46.4" - -----------------------t---------------- ------------------------------------------------------------- ------------------------------------------- ELEV.46.4" ROOF MID POINT 21'3" 12 R19 GATT INSULATION ---------------------------t-----------------1jz��------ ---------------------- -- ------ -------- --------------------------------- --------- ------------------------ T.O. ENTRANCE ROOF 19'-11" � _ _ 1 ELEV,44-4 --- ----,------------------------------------------------- -i--- --1--A-L-UM-SCUPPER " BM ELEV.42.8 , .::.:: :::........::. ... - - — - - - - - - _-- - - - - - - -- , & DOWN SPOUT -- -_-- - - EPDM ROOF MEMBRANE - , EPDM ROOF MEMBRANE ON TAPERED RIDGID ON TAPERED RIDGID � � I � ; OUTBID INSULATION INSULATION �► ________________ ------- \-\ PITCH %4" PER FOOT PITCH Y4" PER FOOT �� I OUTSIDE DECK STAIR � � i � 201 �`- i� \ DECK i 9.5" TJI JOISTS @ 16" O.C. A10 A10 ;' \\\ #1 BEVELED CEDAR SIDING `}- EPDM ROOF MEMBRANE 11 7/8" TJI JOISTS @ 16" O.G. PARTITION 2 i� ON TAPERED RIDGID -�` __ _ INSULATION -------- ------ All ----- ` , , i71 - 1I -- ------ SECOND FLOOR 9'-5" __-______________________________ ---_-___----__ SECOND FLOOR 9'-5" '' _ _--_--------------- ' , PITCH %4" PER FOOT-------- -- -- -- BM ELEV.32'-6" I � /\ BM ELEV.32'-6" --- ----'-- �- _ _ R 19 BATT INSUL STAIR \ \ _ ` --------- ---------- LIVING RM 101 DINING \\ 3/4 LIVING RM 3 SUBFLOOR WITH 104 , , � I _ HARDWOOD T&G FLOORING \ _�` 107 104 \.\ ENTRY DECK �A I JI-cy / O- 11 7/8" TJI JOISTS @ 16" O.C. ` --- i� FIRST FLOOR 0'-0" -- ------ ------- --------------- FIRST FLOOR 0'-0" ' ;� ---------------------------- - -- -------- - BM ELEV.23'-1" rii -- --- ----- - , I , f STAIR '-- -' -—-------� 002 $ ' MAHOGANY DECKING ON % #2 CEDAR SIDING - „%' ; ': , 2 x 10 T DECK JOISTS @ 16' O C. ' �13 GARAGE 2 (2) 2X12 PT GIRDERS ON 4X4. PT 001 #1 CLEAR CEDAR __' ' ' ' ' � #2 CEDAR SIDING POSTS ON CONC PIER FOOTINGS 12 #2 CEDAR -- FASCIA TO 36" BELOW GTADE SIDING _ ... . - . ._ . .. : ! 4 � , , , NEW 2" THICK RID D GARAGE FLOOR 44" ____ GARAGE FLOOR -8'-4" ------ BM ELEV. 14 INSUL BM ELEV. 141-7" 1 +- ------------- --------------- ----------- -------- ---------- -7 N E TI N L KIN N ��-- 6 LO G S C Q 00 G ORTH A�IS CROSS SECTION LOOKING WEST 1 SCALE: 1/4" = 1'-0" IM 2 SCALE: 1/4" = 1'-O" I II I - II �1 1 , 1 1 � . I , 1 1 I i I I 1 I 1 I I I II 1 I C� FIBERGLASS ; SCREEN PORCH SCREEN FIBERGLASS — 3j4, 33/4��W x EXTRUDED ALUM I I I I i� ' SCREEN "MINI TRACK" BY SCREEN TIGHT, BRONZE Li FINISH TYP. r6 5 - 2 X4 SPANISH CEDAR A09 ; A0,9 o0 00 5 " STEEL COLUMN SEE STRUCT DWG's Q CLEAR;CEDAR COLUMN FACING 1 X CLEAR'. CEDAR COLUMN FACING A , 2 X3 NOMINAL SPANISH 1 W 3'-0"x$'-0" 1%"THICK SPANISH 2 x 4 SPANISH CEDAR o CEDAR CEDAR SCREEN DOOR ' FRAME M 2 X4 SPANISH CEDAR II1 1 ---------------------------- ------------------------------------------------------------------ 1 ❑ - ---- --- -------------- ❑ �� �-.._ _1_. i I I II — 1 ' 1n 3 -22 4'-0" 4'-O" 2'-811 5 3'-0" X 8'-011' SPANISH CEDAR �1 I * FURNI' All I SCREEN DOOR I ' 4I �O9 ELECTR I PURPOI. 1 1 ENLARGED PARTIAL PLAN , SCREEN PORCH ELEVATION : SCREEN PORCH ELEVATION ; SCREEN PORCH DETAIL 3 SCALE: 1/2" = 1'-0" 4 SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" 6 SCALE: 1 1/2" = 1'-0" BERGDES GN BERNSTEIN RESIDENCE SECTIONS ARCH TECT' R 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 91 7 328 3905 NINA AND WARREN BERNSTEIN) 2095 LAKE DRIVE, SOUTHOLD, NEW YORK 11971 TEL: 91 7 51 5 461 1 PROGRESS PRINT August 12th,2011 August 12th 2011 PROGRESS PRINT September 17th,2011 SCALE: As Noted PERMIT SET September 30th,2011 REF NO: 120 CONTINUOUS PARAPET VENTING CEDAR SHINGLES CORROSION RESISTANT SCREEN CONTINUOUS LEAD COATED METAL COPING (1/4" MAX OPENINGS) COPPER FLASHING CEDAR SIDING METAL COPING -CONTINUOUS LEAD COATED T.O. ROOF 19 -11" _ ________ _______________________ CANT STRIP RUBBER ROOF MEMBRANE -_-_-_ -_ COPPER FLASHING ------------------- , T.O. ROOF 19 -11" _____ __ __ UNDERLAY TO PROVIDE ISOLATION ------- ------- -- WR GRACE ICE AND WATER SHIELD . ----------- -------- BM ELEV. 43'-011 TAPPERED INSULATION BM ELEV. 43'-011 OF METAL FLASHING TO FRAMING UNDERLAY TO PROVIDE ISOLATION OF ;� CANT STRIP 00 WHITE EPDM ROOF METAL COPING CEDAR SIDING METAL FLASHING TO FRAMING TAPERED INSULATION CONTINUOUS LEAD COATED = COPPER FLASHING 30 Ib,BUILDING FELT WHITE EPDM ROOF Z ROOF HIGH POINT 23'-3"------------ - _ --------------------------- THROUGH WALL FLASHING PPLYWOODSHEATHING 30LB BUILDING FELT -- BM ELEV. 46'-4" � ---__ EXTENDS 4"(min)PAST WALL 2 X 6 FRAMING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - UNDERLAY TO PROVIDE ISOLATION OF ----- v__, EPDM ROOF 2X6FRAMING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ - METAL FLASHING TO FRAMING TAPERED INSULATION PREFORMED LEAD COATED 3/4" PLYWDSHEATHING - - - - - - - - - - - - - 1 x 6 CLEAR CEDAR 114"PER FOOT SUBSLOPE COPPER THROUGH WALL — - -- - -------- =_-- _----- - _--__- -- - SCUPPER 30 LB BUILDING FELT - ==-= -- - SMARTRIDGE 1 BY WOOD T&G SIDING DCI PRODUCTS D < I < DOWNSPOUT M R30 BATT INSULATION CD EXTEND FLASHING DRIP BEYOND CEDAR SHINGLE SIDING SIDING 30 LB BUILDING FELT 1/2" GWB 3 �� PLYWOOD SHEATHING KRAFT F /4 EA '!I R38 ACED R19 KRAFT1FACED FIBERGLASS INSULATION 2 x FURRING FIBERGLASS INSULATION 1/2" GWB " T GWB Ilia i TYP. ROOF DETAIL @PARAPET TYP. ROOF DETAIL TYP. ROOF DETAIL @ EAVE SCALE: 1 1 SCALE: 1 1/2" = 1'-0" SCALE: I Ir UNPAGED BATT INSULATION — ---------- TYP, ROOF DETAIL @SCUPPER SCALE: FIRST FLOOR 0'-0" -- BM ELEV. 23'-11" - .---.---------. -.-• II,I TAPPER ED INSULATI ON UNFACED BATT INSULATION T&G WOOD FLOOR 3/4" PLY WD SHEATHING ;;;i 3/4" PLY SUB FLOOR _. WHITE EPDM ROOF BREATHER VENT II I. 11 30 LB BUILDING FELT II ;; „ 7 --- - ------ 11/8 TJI JOISTS @ 16 O.C. � BY KLOBER or SIM WOOD T&G SIDING ! II I. I NEW 2 x 6 PT TOP PLATES � i INSTALL TERMITE SHIELD OVER FOAM SEAL II II I. II NEW ANCHOR BOLTS GROUTED INTO EXISTING CONC BLOCK FOUNDATION - - - - - -- _- - _- - -- - - -_ - -_ -_ - -_ -_ ��I ______________ UNDERSIDE OF - - - - - T YP. FLOOR DETAIL @FIRST FLOOR STAIR WITH - _ _ _ _ _ _ - _- - -- -- SCALE: 3" = 1'-O" 'II,'! lir EXPOSED STRINGERS -- 1/2" AIRSPACE ! --------------- ---------------------- .6 .I II .I I CONCRETE FOUNDATION WALL II .I I a u II I. II 1 x 3 #2 RED CEDAR FACE NAILED TO 1/2" THICK VERTICAL CEDAR FURRING @ 24"' OC LI . GWB �d GROUND SLOPES AWAY FROM WALL @ 5% i *jP. 'IFLAT�I R F 00 DETAIL STAIR STAIR GARAGE SCALE: 1 1/2" I I 002 002 001 I. .I I I � II BITUMINOUS DAMPPROGFING LI COATING - ENTIRE EXPOSED FOUNDATION ; ii - NEW RATED DOOR L LI GRANULAR BACK FILL ; ; w/ SELF CLOSING MECHANISM HARD WOOD T&G FLOORING II .I 3/4 PLY SUBFLOOR ON � � �� �� --- NEW WOOD ,I �I 2X SLEEPERS DOORSILL I. I r L, EXPANDED POLYSTYRENE .I I 4 .I II -+y u RIGID INSULATION GROUND FLOOR 81-411 ^ L < \ L' II LL Cl L L'� LI C1 L .� � 4 ' d. N L� D 1 II \ d' L LJ a L L ----'�- ------ - 41 d _ BM ELEV. 14-7 -Z 7 Z 7 - --°- --= - - --- --- - --- - --- - - ---° - - - a -------------------------- ---------- -— --- --- ----- - -°- ---------------------- ° . �, LI F /y ------------------------ ---------------------------------------------------------------------------------- FILTERFABRIC ______________________,_________-_________-_________;_________-_________-_________ =========================== I �]\ i`I i I i I I I I I I I I �I � C L PERFORATED DRAIN PIPE `- ` 7\ 7\ -4 'L . yt,A.di14—rabCl. N'+ 6" THICK GRAVEL DRAINAGE PAD " � `� �� 4" THICK REINFORCED CONC SLAB :F(P— . FOUNDATION DETAIL TYP. FOUNDATION DETAIL , 2 6 SCALE: 3" = 1'-O" � SCALE: 3" = 1'-q" ` ?�► 02 � BERGDES 'GN BERNSTEIN RIESIDENCE WALL SECTION DETAILS ARCH 1"E�j�"lUpE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 91 7 328 3905 NINA AND WARREN BERNSTEIM 2095 LAKE DRIVE, SOUTHOLD, NEW YORK 11971 TEL: 91 7 51 5 461 1 PROGRESS PRINT August 12th,2011 August 12th 2011PROGRESS PRINT September 17th,2011 SCALE: As Noted PERMIT SET September 30th,2011 REF NO: 120 WR GRACE ICE AND WATER SHIELD RUBBER ROOF MEMBRANE __ CONTINUOUS LEAD - - = - METAL COPING COATED COPPER UNDERLAY TO PROVIDE ISOLATION OF FLASHING _ _ -=-_=- METAL FLASHING TO FRAMING HALF ROUND ALUM mn_____— RUBBER ROOF MEMBRANE GUTTER ---`--_--�- WR GRACE ICE AND WATER SHIELD R30 BATT INSUL CLEAR CEDAR 1x6 -� --- -- CEDAR SHINGLE SIDING 30 LB BUILDING FELT 1 x6 CLEAR CEDAR 3/4" PLY WOOD SHEATHING - R30 BATT INSULATION 14" TJI JOISTS @ 16" O.C. -- CEDAR SHINGLE SIDING 30 LB BUILDING FELT r 2 x FURRING VENT EVE W/ 30" LB BUILDING FELT CONTINUOUS %2" GWB SOFFIT INTAKE SLOT, SCREENED I'I" PTD HARDI BOARD SOFFIT EAVE DETAIL CONCEAL FASTENERS EAVE DETAIL CAULK JOINTS T&G HARDWOOD FLOORING , „ T&G HARDWOOD FLOORING SECOND FLOOR 9'-511 -- SECOND FLOOR 9-5 - .� BM ELEV. 32 4 ------ — I, -_= - - - - - - - � BM ELEV. 32'_4�� 5 �� 5 " III /4 WINDOW SURROUND /4 WINDOW SURROUND BATT INSUL a" P SU LO BATT INSUL 4" P SU LO NEW STL BEAM / NEW STL BEAM BLOCKING AS REQ'D W/ BLOCKING AS REQ'D SIDING SIDING SHEATHING ILEVEL H3 HANGER TYP. SHEATHING ILEVEL H3 HANGER TYP. 30 LB BUILDING FELT 30 LB BUILDING FELT LEAD COATED COPPER LEAD COATED COPPER CONTINUOUS FLASHING Y2' GWB CONTINUOUS FLASHING HARDI PANEL W/ CONCEALED FASTENERS CLEAR CEDAR 1 x TRIM CLEAR CEDAR 1 x TRIM AND SEAMS DETAIL DE I ETAI L CEDAR BLOCKING 2 SCALE:1 1/2"= 1'-011 SCALE:1 1/2"= 1'-011 RAIL (CO 36" A.F.F. BLACK 20 x 20 FIBERGLASS SCREEN TAPERED BLOCKING 3 3/4" X4" FSC MAHOGANY SPANISH CEDAR 2 x 4 UPRIGHT 3/4" X4" FSC MAHOGANY DECKING /4 X4 FSC MAHOGANY DECKING /4 PLYWOOD DECKING PLYWOOD 1/2" x 3" SPANISH CEDAR TAPERED RIGID INSULATION P SUB FLOOR OR BLOCKING RUBBER ROOF MEMBRANE /4 X4 FSC MAHOGANY SCREEN PORCH DECKING 108 2-PIECE CLAMPING TYPE DRAIN CONNECT NEW FLOOR DRAIN TO DOWN SPOUT FIRST FLOOR 0'-011 I FIRST FLOOR 0'-011 1 BM ELEV. 23 - __---_ --- -=BM ELEV. 23 a PT DECK JOISTS PT DECK JOISTS 3/8" GALV LAG BOLTS 3/8" GALV LAG BOLTS W/WASHERS 7LW/WASHERS LEAD COATED COPPER _ LEAD COATED COPPER CONTINUOUS FLASHING CONTINUOUS FLASHING NEW 2 x 6 PT TOP PLATES NEW I I I 2 x 6 PT TOP PLATES SHEATHING GARAGE SHEATHING GARAGE INSTALL TERMITE SHIELD INSTALL TERMITE SHIELD 30 LB BUILDING FELT OVER FOAM SEAL 30 LB BUILDING FELT " " OVER FOAM SEAL II I II III " EXISTING CONC BLOCK EXISTING CONC BLOCK _ " PIPE TO DRYWELL _ - " FOUNDATION FOUNDATION ' NEW FLOOR TO CEILING ', ;; NEW FLOOR TO CEILING II RIDGID INSULATION _- RIDGID INSULATION • ' ,; c",� DETAIL ;; ;; DETAIL ,0 - 3 SCALE:1 1/2II-- I 1 -0II SCALE,1 1/2 . 1 .0 II II I II BERGDES GN BERNSTEIN RESIDENCE WALL SECTION DETAILS 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 91 7 328 3905 NINA AND WARREN BERNSTEIN 2095 LAKE DRIVE, SOUTHOLD, NEW YORK 11971 TEL: 91 7 51 5 461 1 PROGRESS PRINT August 12th,2011 August 12th 2011 ARCH TECTURE PROGRESS PRINT September 17th,2011 SCALE: As Noted PERMIT SET September 30th,2011 REF NO: 120 0 0 % x 3 MAHOGANY ° CAP RAIL ° 0 0 0 0 o LEAD COATED COPPER o OUTSIDE CONTINUOUS FLASHING ° SS RAILING STANTION DECK CANT STRIP ° o SIDE MOUNT TAPERED SLEEPERS SS RAIILING STANTION o 3/4" X4" FSC MAHOGANY DECKING SIDE MIOUNT ° 1/2" x 7 1/4" PTD WOOD FASCIA (TYP) 3/4" PLYWOOD CONTINUOUS %2' SLOT ° 0 T & G WOOD FLOORING CONTItNUOUSLEAD o TAPERED RIGID INSULATION COATED COPPER DRIP 0 %4" PLYWOOD SUBFLOOR PITCH %4" PER FOOT EDGE WV/ RUBBER ROOF o \ RUBBER ROOF MEMBRANE MEMBRANE OVERLAP 0 SECOND FLOOR 9'-5" R-30 BATT INSUL BM ELEV. 321_411 - ------------------------------- ______________ __________ __________ ______--_=__ -- - - - _ -- - J. 11 7/8' TJI @ 16' O.C. 9.5' I @ 16' C. 9.5' T;JI @ 16' O,C. THRU BOLT TO STRUCTURE CLEAR CEDAR SIDING /2„ GWB LIVING RM GALV JOIST HANGER PTD 1-IF`,RDI PANEL 30 LB BUILDING FELT 104 STRUCTURE 7 117/8" DEEP FLITCH BEAM %2' OVERHANG DRIP EDGE 11/8„ DEEP FLITCH BEAM SIDING STRUCTURE 30 LB BUILDING FELT PTD HARDI PANEL, LEAD COATED COPPER CONCEAL FASTENERS, CAULK JOINTS D ETAI L HEAD FLASHING 1 SCALE:1 1/2"= 1'-0" SHEATIHING ENTRY DECK T & G WOOD FLOORING 3/4" PLYWOOD SUBFLOOR LIVING RM 3/4" X4" FSC MAHOGANY FIRST FLOOR 0'-0" 104 DECKING FIRST FLOOR '- " _ ----- 00 —_ - BM ELEV. 23'_1�� -___—___—_ -- - —-_ - — - o BM ELEV. 23 11-7/8' TJI @ 16' O.C. 11-7/8' TJI @ 1%' O.C. PT DECK JOISTS SEE STRUCTURAL 3/8" GALV LAG BOLTS DRAWINGS -- W/WASHERS R-30 BATT INSULATION LEAD COATED COPPER 30 LB BUILDING FELT CONTINUOUS FLASHING I ,. . SHEATHING 30 LB BUILDING FELT 3/ GARAGE 4" PLY WD SHEATHING PTD HARDI PANEL ' 001 INSTALL TERMITE SHIELD CEDAR SHINGLE SIDING � DRIP EDGE OVER FOAM SEAL wl/2 PTD HARDI BOARD CL NEW 2 x 6 PT TOP PLATES W/ CONCEALED FASTENERS ' INSTALL TERMITE SHIELD CAULK JOINTS TO APPEAR SEAMLESS OVER FOAM SEAL NEW ARCHOR BOLTS TYP. ' FILL CELLS @ EA. CONTINUOUS LEAD COATED COPPER HEAD FLASHING 1 x 3 #2 CEDAR FACE NAILED TO VERTICAL CEDAR FURRING CLEAR CEDAR GARAGE STRIPS @ 24" O.C. DOOR SURROUND � " "LOW HEADROOM" ROLL UP EXISTING CONIC BLOCK FOUNDATION GARAGE DOOR HARDWARE � NEW 2" THICK FLOOR TO CEILING "BLANK" ROLL UP GARAGE RIDGID INSULATION DOOR W/#2 CEDAR APPLIED � DETAIL DETAIL 2 SCALE:1 1/2"= 1'-0" 3 SCALE:1 1/2"= 1'-0" BERGDES Gib BERNSTEIN RESIDENCE WALL SECTION DETAILS ARCHITECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 91 7 328 3905 NINA AND WARREN BERNSTEIN 2095 LAKE DRIVE, SOUTHOLD, NEW YORK 11971 TEL: 917 515 4611 PROGRESS PRINT August 12th,2011 August 12th 2011 PROGRESS PRINT September 17th,2011 SCALE: As Noted PERMIT SET September 30th,2011 REF NO: 120 ADJUSTABLE WD. SHELVES IN CABINETS WD.TRIM OPEN SHELVES 55"TV BY OWNER TV CABINET TO BE RETRACTABLE TYPE STEREO EQUIPTMENT BY { OWNER:COORDINATE r.. GROMMETS wl OWNER 1 "' V> 0000000 000000000m ARCHITECT =-- [v TR342 ROUND TELESCOPING . TERMINATION CAP z - STORM COLLAR 55"WALL MTD.TV BY OWNER OPEN SHELVES CUSTOM SLOTTED WOOD INSTALL ROOF FLASHING AS PER MIN,REQUIREMENT MILLWORK STONE SURROUND TBD 10112"DIA.PIPE ! FIREPLACE OPENING NOTE:MAINTAIN 2"MINIMUM HEAT&GLO ROYAL HEARTH CLEAR AIR SPACE AROUND FACTORY-BUILT FIREPLACE INSTALLED AS PIPE AS PER PER MANUFACTURERS SPECIFICATIONS MANUFACTURER'S SPECS UL LISTED-#HNG-1029U-0611 WD.TRIM PTD,GWB SURROUND 2 X 4 HEADER 0 (E) � o ENLARGED ELEVATION @ FIREPLACE BUILT IN CABINETRY . 1 SCALE: 1/2" = 1'-0"' • 3/4"THICK STONE SURROUND TABS BENT IN TO REST HEAT&GLO ROYAL HEARTH FACTORY-BUILT FIREPLACE AGAINST PIPE INSTALLED AS PER MANUFACTURERS SPECIFICATIONS HEAT&GLO ROYAL HEARTH UL LISTED-#HNG-1029U-0611 FACTORY-BUILT FIREPLACE I ATTIC INSULATION SHIELD INSTALLED AS PER MANUFACTURERS 14112"DIAMETER ` SPECIFICATIONS __ __: CHASE •_ ---------------- CHASE --- --- I UL LISTED-#HNG-1029U-0611 ----"--- - �—PTD.GWB SURROUND a, LF] CCU _ PTD.WD.BUILT-INS i PTD.GWB I II' PROVIDE 4"FLEXIBLE DUCT TO OUTSIDE COMBUSTION AIR INTAKE „i. BOOKCASE BOOKCASE „ i; 3/4"THK STONE " CEILING FIRESTOP 0 SURROUND !f I� 3/4"THICK STONE SURROUND oc n 10112 DIAMETER PIPE • - -. PROTECTIVE METAL HEARTH STRIPS ENLARGED FIREPLACE PLAN - �-N 2 �N PTD.GWB FRAMING AS REQ'D HEAT&GLO ROYAL HEARTH FACTORY-BUILT FIREPLACE INSTALLED AS PER MANUFACTURERS SPECIFICATIONS UL LISTED-#HNG-1029U-0611 SECTION TH R U FIREPLACE CHIMNEY DETAIL ' I SCALE: 1/2" = 1'-0" 5 SCALE: 1/2" = 1'-0" ----------------- ----------------- CHASE----_ - CHASE - �b� CHASE PTD.GWB SURROUND PTD.WD.BUILT-INS BOOKCASE Ul SIN i' BOOKCASE -- - !� PTD.WD.SLIDE-IN POCKET FOR TV CABINET TV CABINET I� I -- _ i II i '' - --__-------�� ==_ _ - -- -- --- --- ------ DOORS. INSTALL USING HAFELE PIVOT SLIDING a- �72 �� 2 DOOR FITTING TURNAWAY 351X3-HAWA ' ENLARGED CABINETRY PLAN ABOVE FIREPLACE SCALE: 1" = 1'-0" /IF xx I xxxi BERGDES GN BERNSTEIN RESIDENCE CD� FIREPLACE DETAILS ARCHTE7TURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 NINA AND WARREN BERNSTEIIN 2095 LAKE DRIVE, SOUTHOLD, NEW YORK 11971 TEL: 91 7 51 5 461 1 PROGRESS PRINT August 12th,2011 August 12th 2011 PROGRESS PRINT September 17th,2011 SCALE: As Noted PERMIT SET September 30th,2011 REF NO: 120 �l: 5,_8 5�� 5'-8 5�� 51$1" 3,l 16 16 —� 16 4 "O Anchor Bolts 25"OC 51 5-74 —�' ' � 1 'n 8' End Zones 29"OC in i —1 —I F —1 F —I F 7 Interior Zones ;i�� Foundation Notes: _ _ _ 1 _ D _ _ 8 O Anchor Bolts 25 OC —T— 2x8 ACQ Sill 'n 8 End Zones 29 OC in rb — —j L + J L + J S-1 L J L �. J L t Interior Zones The contractor is to verify all measurements in the field and any discrepancies are ' �; ; ui oo 1�� opper Termite Shield to be brought to the Engineer prior to construction. � 13-0f 2x8 ACQ Sill 'v I Maintain 1-All concrete 3,500 psi after 28 daiys minimum, grade of opper Termite Shield L -J L Z J I I 1'-112'r 7 �- -i _ 6"in 10' 2-All rebar ASTM A-615 Grade 60. - - - - -�1- -+ �-f— -+ 8,:,min. ••. �.... I I •:. 3-Footings are to be installed on undisturbed virgin soil.The bottoms of all I 1 Grout Caviti s with Anchor Bolts footings are to be installed a minimum of 3'below grade unless indicated $ I I A I I •:..� Locate Below Corner of Wall Abov � I I S-1 I I ,� 2) No. 5 Rebar-see Note 5 Solid from Top to Bottom of Wall otherwise. 4-Rebar installed along the top of the foundation walls without windows are to be E ' I I 1 I I '::... :• 1„ ti l8" • . . s-1 L J 5-44 I I I a installed 10"below the top of the fou ndation wall. g' t c,J� I I I I :', xisting CMU Foundation _ _ _ 5-All snap off form ties are to be removed and remaining openings are to be I I Moisture/dam " r - - - - - - - M 1 1 I I proof Same Height sealed/grouted. 5 x 4 x 12 e/w as Existin p g No.5 Rebar 6"OC�I - _ - _ _ - _ coating 6-Install isolation joints along foundation walls and at column I _ 1 9 and other floor penetrations, I I A : • .`• xpansion joint and joint sealer No. 5 Rebar in I N S avities with Anchor 7-Foundation excavation is not to be back filled prior to the installation of the floor x6-W 1.4x1.4 WWM Bolts framing. I I "poured concrete slab 8-Backfill along foundation walls is to be clean material and is to be mechanically I I tep Footing See Detail H compacted in 6"lifts to 95%of maximum dry density. 4'-9 I I I I 811 1 :s: , Angle Plate Both Sides I I 16'-73„ i ... +.:. K'+1•�.�}1: :b• '•Tv..S) See Detail F I- -� L -, � 4 � ubba -compactable fill ,• '"• • ..r I I mil vapor barrier • • • d I � - - �I r- - -i 16" � (2) No. 5 Rebar . . . • s-k -- N - —- - _ -�- _— _ _—- _ _—_ - _ _ _ _ a—_ Existing Foundation Anchor Bolt Details Section �Fo �daon Section _•- 5 x 4 x 12 e/w 2'-6"x 2-6"x 12" " Sca�Y -1 " Steel Plate Shim 1 ' 11 to Same Elevation as No.5 Rebar 6"OC L � r-' J ' /w No.5 Rebar 4" I I I OC Adjacent Sills I I I I I I I I 6"x12"Pier on 20"x 10"x I I 8"Footing Top of Pier to 5'x 4'x 12"eAv I I Same Elevation as No.5 Rebar 6"OC r J L tep Footing See Detail H Foundation Wall- Dowel ' I Pier and Footing to Existing 0 I /P. with No, 5 Rebar 16"OC r s-1 I _ , 3'-8" impson EPC46 impson AC4 L J r L- - 174 L I r ' � Grad No. 5 Rebar L _ L_ TJ 8"OC _ , i A riles• ( UV CD°'�- 31-4 6" 4'_2a" All* I -1 I r' i --� r' -�- I- �--- -�- 1 - L .� J L J L J L � J 2'x2'x10"LO C0 t 00 r ' Locate Below f impson ABA66 impson ABA44 Comers of Spa � ��� � LTJ LI I I 1K- 71- 7 r + 7 -1 t -� � *� i ( 10"Q Sonotube -1 0 Sonotube 4 -� -- +- E + -F-f- �— I- + 7 o. 5 Rebar L J L �-- s-� -L �- - - -L ' �-- - --L�-J- --- -LJ-- - -- - - o. SRebar T �JL J 2 Foundation Section 8 scaleYz"=1'-0" 4 II , 15:, 11,E _"- 3-114 --4,2-516 �6-711 6'_711�� 6'_711:� 6W_711,l 5'-4Z„ 5'-4Z.�_ f 3-6 16 16 16 8 $ Pad Footing Detail �PadFootin D i 24,, e"0 Bolt Holes E leY =1�-0" g etaHSS5 x5 x1/2 5116Foundation Plan "-,'-0" Top of Existing Footing-TOF 2-8"0 Anchor Bo 2' ' CO 2 . F7\ — ' 2"Steel ase Plate 21" _. a "Steel Plates co IF 6'1 I Grout Cavities oli 2" o. 5 Rebar to Bottom of Wall AnCa g10 le Pla te Detail 128" F -- 4- --o- 21: J I-. 2" Typical Step Footing Detail H Condon Engineering, P.C. 4., SCALE: 1/2" = 1'-0" Steel Column Base Plate and Anchor BOIL Detail 1755 Sigsbee Road Scale 1"= 1'-0" Mattituck, New York 11952 (631) 298-1986 BERGDES Gild BERNSTEIN IRESIDENCE ARCHITECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 NINA AND WARREN BERNST'EIN 2095 LAKE DRIVE, SOUTHOLD, NEW YORK 11971 TEL: 917 515 4611 PROGRESS PRINT August 12th,2011 August 12th l' smi SCALE: As Noted REF NO: 120 L � Framing Notes: 16" (2) 2 x 8 ACQ Drop (3) 1.75 x 11.875 Wo Bolts , - "-�"-- - -o- - --o ---$" The contractor is to verify all measurements in the field and any discrepancies are to be brought to the u Pt. Load attention of the Engineer prior to construction. C01 v0 rom Above „ -7.= _71 -I I I co � Wood Framing X - 2)2 x 8 ACQ Drop N - - - - 1. All lumber is to be No. 2 or better Douglas Fir Larch (N)with the following minimum specifications: 2 I Fb=825 psi 1 2'x 8 ACQ Ledger 11 Fv=95 psi a O Galv, Bolts 16 OC Ste ggered (2) 0.625"FP Fc perp=625 psi rom Above ;° - _ I E= 1,600,000 psi Existing 2 x 10 FJ Pt. Load N 3.5 x 11.875 LVL Flush ZYZ 3%a' -\16"OC I TJI 230/11.875 FJ I I 2. All Laminated Veneer Lumber is to have the following minimum specifications: 16"OC 1211 L?q- N _ Fb =2,900 psi 3.5 x us Pt. Load v=290 psi From Above (2) 1 3/4"X 11 7/8" LVL 5/8"D olts ��-.. 16" EC p2,00,000 psi - I 2y2. (2) 1.75 x .875 LVL e/w(1)0.5 FP Flush Pt. oad - J J From A ove J to = I I 3. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in r- o accordance with the manufacturer's specifications. X - - 2y2' - - - - N X N v 3%4' 4. All TJI are to be installed in accordance with the manufacturer's specifications and shall include M "' (1)1/2"A36 Steel Flitch Plate squash blocking and web stiffeners at bearing points on girders and other load bearing areas. �o 5. All straps, connectors, plates, bolts, nails, etc. are to be galvanized or stainless steel. Designated Pt. Load Pt. Load connectors, strap etc. on these drawings are made by Simpson unless indicated otherwise.All From Above HSS 4 x 4 x s F m Above connectors, straps etc.are to be nailed/bolted in accordance with the manufacturer's specifications. 5 LVL e/w(2)0.625 FP Flush Pt. Load -1 - �- �� - 6. All floor sheathing is to be 23/2 inch AC type plywood, tongue and groove,with an APA span rating of From Above SS 4 x 4 x a Existing (4)2 x 10 Drop 48/24. Floor sheathing shall be glued and screwed to the floor joists(6"O.C.edges and 12"O.C. u (2)1.75 x 9.5 L LL field). J TJI 230/11.875 FJ 16"OC LO � /"0 Bolts 16" 3.5 x 11.875 LVL FI sh ? U 1 00 0 7. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be nailed with 10d rn 4J� O �' o o �--�s" common nails 6"O.C. edges and 12"O.C.field. M J ..,,11'' LL > N J co �J2' o 0 0 ~ 10O 8. Solid blocking is to be installed every 8' max or mid span of all floor joists with spans exceeding 8'. CY) I _ _ N `E X I - - - - - 9. Double joists are to be installed below parallel walls. X � M ® - -� 10. Blocking is to be installed at all oint load beans oints. (,3) 1.75L30/9.5 L e/w(2)0.5 FP Flush `Y' - - P 9P �- - - - - Pt. Load Fr m Above 2Y"J 12-Walls are to be framed with 2x6 inch studs spaced 16 inches O.C.unless indicated otherwise. T FJ 16"OC (2)3/4"FP((3) 1.75 V. e� I _<�l 13-All bolts nuts and washers are to be stainless steel or hot dipped galvanized. a 11 Steel 2 x 8 ACQ Ledger _(3)2 x 8 ACQ 1. All steel is to be ASTM Specification A-36 "O Galy, Bolts 16"OC Staggered Tio - -_ l O O U I 2. All bolted connections are to be made with A-325 bolts. U O I o¢o X CO N 1 i i I I (2)1.75 x 9.5 L " 3. Square columns are to be ASTMSpecification N I I I / Bolts 6., q A500. (2)2 x 8 ACQ Drop - I I (3)2 x 8 ACQ ILL ---,s° 4, All columns are to be bolted to steel girders with I- - - _ _ g Y bolts or unless otherwise shown on the plans. 5. 1/2"web stiffeners are to be Installed at all point load bearing points and over all column supports. ZY2" 2 - - - �- - - 6. All welded connections are to be done by a certified welder and conform to AWS and AISC 1st Floor Framing Plan _ _ standards. 2y2 5. All weld joints are to use E70XX electrodes. ' (2)1/2"FP 334" I I 1 Flitch Beam Details SCALE: 1"= V-0" Design Loads: -Roof-Live Load-20 psf Based on ASCE-7 -Dead Load- 15 psf -2nd Floor -Live Load-40 psf -Dead Load- 15 psf - 1st Floor -Live Load-40 psf - Dead Load- 15 psf Wind Loads- 120 mph-ASCE-7 qh =29.6 psf(Exposure C) Condon Engineering, P.C. 1755 Sigsbee Road Mattituck, New York 11952 (631) 298-1986 BERGDESIGN BERNSTEIN RESIDENCE ARCH �T E CT 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 91 7 328 3905 NINA AND WARREN BERNSTEIN 2095 LAKE DRIVE, SOUTHOLD, NEW YORK 11971 TEL: 917 515 4611 PROGRESS PRINT August U E g st 12th,tot t August 12th 2011 SCALE: As Noted S-2 REF NO: 120 Pt. Load Pt. Load Pt. Load 3.5 x 11.875 LVL From Above From Abov From Above V 2 2 x 8 Hdr. (2)2 x 8 Hdr. a in TJI 360/9.5 FJ LL N I 16"0C ti 3.5x9.5LVL J� UCq Shear Wal °�° v Pt. Load J PL61N.X3.3751N.X0.251N. —' TJI 360/9.5 FJ "' From Above > I x I Drill�' Holes in Top -A36 with (2) 2)2 x 18 Hdr. , 16"OC N F- �, Flange n Ea h4"O of thegereereb 8"0 Bolts 1.75 x 11.875 LVL I L6 `� (2 x 8 dr. Top& Bot. PL 12 IN. X 5 IN.X 0.25 IN. o 1.75 x 11.875 LVL = Flanges Pt. Load TJI 360/11.875 FJ co -A36 with (2)8"0 Bolts t. oad �, rom Above 16"OC Pt. Load x 3/16 3/16 ro A vie 1.75 x 11.875 LVL From Above TJI 360/11.875 J Shear Wall 3/16 3/16 3.5 x 11.875 LVL u- I. �� � W10X19-A36 — — — — —'— — END OFFSET=0.375 IN. 00 p Pt. Load 1 " g From Above 3" ` o J 1.75 x 11.875 LVL - I f— 1 1 � � I I I I I I I hear Wall oo TJI 360/11.875 FJ � L _ 5.25 x 11.87 LVL Flush 16"OC co 3" x e x W Pt. Load _ — — — ti Pt. Load C14 I I I I I I From Above 1.75 x 11.875 LVL From Above � I I 3/16 3/16 I I PL 9 IN.X 5 IN.X 0.25 IN.- � — — — 2 BOLTS I I I I I I A36 with (3) "0 Bolts o~o UO 5/8"0 A325-N-STD I I I I PL61N.X3.3751N.X0.251N. ' M A36 3 „ Pt. Load 1 _ SS5X5X1/2-A500-B From Above � 5.25 x 11.8T!5 LVL Flush > M I Pt. oa x A �Mlom�enttFrame Details`� From A ovx M ��, I- TJI 0/11.875 FJ r v � 6"OC r- oO x I x o CD `n CM Pt. Load From Above oment Connection � co orient Co nection ( Pt. Load x x From Above N ' N W10x19 �— W10x19 (2)2x8Hdr. C S-3 Pt. L d SS 5 x 5 x Steel Column'----, olum S-3 Shear Wal From Above SS 5 x 5 x Steel Column 2)2 x 4 Top Plate PL6 IN.X3 II.1.X0.25IN. A36 with (71 0 Bolts 2nd Floor Framing Plan PL 12 IN.X 5 IN.x 0.25 IN. Drill " Holes in Top Top& Bot. 3.5 x 11.875 LVL 3 Flange 24"OC Staggere Flanges •A36 with (2)8"0 Bolts on Each Side of the Web 3/16 3116 Drill 4"Holes in Top Flange 4 OC Staggered on Each Side of the Web 1 xx PL61N.X3.3751N.X0.251N. L -XI' to 1 I I I I-A36 with (2 Drill ' Holes in Top W10X19-A36 "0 Bolts lange 24"OC Staggered END OFFSET=0.375 IN. Zon Each Side of the Web 1PL 12 IN.X 5 IN.X 0.25 IN. Top& Bot. I I W10X19-A36 I I Flanges I = l -A36 with (2)8"0 Bolts END OFFSET 0.375 IN. I I I l 3/16 1 I I 3.5;x 11.875 LVL 3/16 3/16 W10X19-A36 PL61N.X3.3751N.X0.251N. I PL61N.X3.3751N.X0.251N. 1 � END OFFSET= 0.375 IN. -A36 �„ -A36 311 1 SS5X5X1/2-A500-B line and Screw to Column Q Moment Frame Details I i I 3�� Scale v=1'-0" I I I I I I 1 PL 9 IN.X 5 IN. X 0.25 IN. 3/16 IF I 14 A36 with (3) "0 Bolts I I I I 3/16 I I 2 BOLTS 5/8"0 A325-N-STD PL61 N.X3.375I N.X0.25I N. 3 "A36 HSS5X5X1/2-A500- Moment Frame Details Condon Engineering, P.C. SmIe 1"=1'-V 1755 Sigsbee Road Mattituck, New York 11952 (631) 298-1986 BERGDESJ, GN BERNSTEIN RESIDENCE ARCHITECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 NINA AND WARREN BERNSTEINI 2095 LAKE DRIVE, SOUTHOLD, NEW YORK 11971 TEL: 917 515 4611 PROGRESS PRINT August 12th,2011 u August 12th 2011 -3 AUGUST 27, 2011 SCALE: As Noted REF NO: 120 =LENGTH OF BEAM LA u2 L/4 O OPENINGS_f' PENINGS__"__`NO OPENINGS .4 AREA AVAILABLE FOR OPENINGS MICROLLAM®LVL 2 X DIAMETER OF THE AND PARALLAMO LARGEST HOLE 1/3 DEPTH RANGE OF WEB OPENINGS PSLHOLEZONE (MINIMUM) ALONG LENGTH OF BEAM d RANGE OF DEPTH OF CIRCULAR RECTANGULAR —BEAM FOR OPENINGS OPENING OPENING HEADER MAXIMUM ROUND MICROLLAM LVL AND DEPTH HOLE SIZE PSL PARALLAM 43/e" 1" 12"R(TYP.) 1_/3 ALLOWED HOLE ZONE L/3 5'/2" 13/" 5.25 x 9.5 LVL 5.25 x 9.5 LVL 7/4"to 20" 2" SEE ILLUSTRATION FOR NOTES: ALLOWED HOLE ZONE 1. ALLOWED HOLE ZONE SUITABLE FOR UNIFORMLY LOADED HEADERS AND BEAMS ONLY . 2. ROUND HOLES ONLY LO 6 0 = 3. NO HOLES IN CANTILEVERS. O oD 4. NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION . o io cX 5. DO NOT CUT,NOTCH OR DRILL HOLES IN HEADERS EXCEPT AS INDICATED IN ILLUSTRATIONS AND TABLES . 1 2 6. ANY OPENING OUTSIDE THESE CONSTRAINTS MUST BE APPROVED BY THE STRUCTURAL ENGINEER 04 DN d=DIAMETER OF CIRCULAR OPENING =D/.3 h=HEIGHT OF RECTANGULAR OPENING =D/4 TYP I CAL I L EVE L LVL P�ENT R�Tl0 N 32)2 x 8 Hdr. W=WIDTH OF RECTANGULAR OPENING =DA x S1=MINIMUM DISTANCE TOCL TRANSVERSE MEMBER=D L SCHEDULE AND DETAIL 00 (2)2 x 8 Hdr. (3) 1.75 x 9.5 LVL 91w(2)0.625"FP 5. 5 x .5 LVL = OR 12",WHICHEVER IS LARGER. NOT TO SCALE X oo S2 OR S3=MINIMUM DISTANCE BETWEEN OPENINGS BASED N hear Wall X ON LARGER OPENING =3 x d OR 3 x h OR 3 x w, Shear Wall Shear Wall N WHICHEVER IS LARGER OPENING SIZE AND SPACING NOTES: 1. THIS DETAIL MAY BE USED FOR SHOP OR FIELD CUT OPENINGS WITHOUT CONSULTING THE STRUCTURAL ENGINEER. ANY OPENING OUTSIDE THESE Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2001 P e 139 CONSTRAINTS MUST BE APPROVED BY THE STRUCTURAL ENGINEER . Joint Description Number of Common Nails Nail S i 2. ALL FIELD CUT OPENINGS MUST BE CUT WITH AS SMOOTH OF EDGES AS Rafter to Top Plate(Toe-nailed) ROOF NAILING3-8d per rafter O POSSIBLE AND THEN GROUND TO ELIMINATE NOTCHES AND IRREGULARITIES . Ceiling Joist to Top Plate(Toe-nai 3-8d perjoist Ceiling Jost to Parallel Rafter(Face-nailed) 5-16d each lap TYPICAL STEEL AND FLITCH BEAM PENETRATION DETAIL Ceiling Joist Laps Over Partitions(Face-naled) 5-16d each lap = o = 1 Collar Tie to Rafter(Toe-nailed) 2-10d per tie 00 Blocking to Rafter(Toe nailed) 2-8d each end X00 Rim Board to Rafter End Nailed) 2-16d each end N X WALL FRAMING N Top Plate to Top Plate(Face-nailed) 2-16d(1) per foot IX Top Plates at Intersections(Face-nailed) 4-16d Joists-each side Stud to Stud(Face-nailed) 2-16d 24"o.c. Header to Header(Face-nailed) 16d 16"o.c.along edges � O � � CD C) Top or Bottom Plate to Stud(End Nailed) 2-16d per 2x4 stud ~ ~ Bottom Plate to Floor Joist,Band Joist,End Joist or Blocking(Face-Nailed) 2-16d(1,2) per foot FLOOR FRAMING Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d perjoist Bridging to Joist(Toe-naled) 2-8d each end Blocking to Joist(Toe-nailed) 2-8d each end Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block Ledger Strip to Beam(Face-nailed) 3-16d each joist 1.75 x 14 LVL Sistered to TA Joist on Ledger to Beam(Toe-na1W) 3-8d perjoist a3 �� Band Joist to Joist(End-nailed) 3.16d perjoist O, Band Joist to Sill or Top Plate(Toe-nailed) 2.16d(1) per foot 00 ROOF SHEATHING N.X N (2) 1.75;x 9.5 LVL e/w(1)Off'FP (3) 1.75 x 9.5 L e/w(2)0.625"FP Structural Panels 8d (Detail sheet S-2) (2) 1.75 x 9.5 LVL e/w(1)0.5"FP eveled Bearing Plate Same as Overhang CEILING SHEATHING Shear Wall Shear Wall Gypsum Wallboard —CEILING coolers 7"edge!10"field WALL SHEATHING Structural Panels 8d 6"edge/12"field XGypsum Wallboard 5d coolers 7"edge!10"field Y FLOOR SHEATHING Structural Pane A Y 1"or less 8d 6"edge!12"field S11 (1)Nailing requirements as based on wall sheathing nailed 6"on-center at the panel edge. If wall sheathing is nailed 3" Maximum allowable V-cut on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates,shall be used to maintain load path. (2)When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be SHEAR BLOCKING and VENTILATION HOLES reduced to 1-16d nail per foot Roof Framing Plan Eave Support and Shear Blocking Details A NTS Condon Engineering, P.C. 1755 Sigsbee Road Mattituck, New York 11952 (631) 298-1986 BERGDES GN BERNSTEIN RESIDENCE ARCHITECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 91 7 328 3905 NINA AND WARREN BERNSTEINI 2095 LAKE DRIVE, SOUTHOLD, NEW YORK 11971 TEL: 917 515 4611 PROGRESS PRINT August 12th,2011 August 12th 2011 .4 SCALE: As Noted REF NO: 120 O ; ; O ------- ------ -- OI 3 4----.---------------------------�-- I I Typical H8 Installation I I (I-Joist to Top Plate) I I O I I I I I I I � I I I I SIMPSON SPH4 I I STRAP I I I SIMPSON LSTA9 -- I--------------------------------�-- STRAP I I i0 Typical Window and Door Nailing Zones for Roof Header Strapping Detail Sheathing in 120 MPH Peak Each Corner Gust Wind Zone NTS TU B��OM Zone 1 Zone 2 Zone 3 Field 6"O.C. 12"O. . 4"O.C. RIM JOIST SIMPSONSTA36 Panel Edges 6"O.C. 6"O.C. 4"O.C. TOP _j PLATE slMPsoSTRAAPP Nailing Requirements for 120 MPH, 3 Sec. Peak Gust, Typical Wall and J"Thick Roof Sheathing with 8d Common Nails Sill Strapping K S'mtpson STVSrap Detail Typical 2nd Floor t Roof Sheathin Nailin Details YP 2 Strapping Detail NTS 17 3"No.8 SCREWS 12"OC (2)SIMPSON LSTA 21 (2)SIMPSON LSTA 21 FRAMIN STRAPS STRAPS tr LIGHT WOOD-FRAME BLOCKING / �f WALL AT ALL / , �' ' SIMPSON LSTA36 PLYWOOD �/ /' WASHER �/z f , STRA SEAMS _�. f (TYP.) � SIMPSON LTRAPT1 5 Y SD WALL 16" Typical Wall and 15632 8TRUCTURA O.C. PLYWOOD SIII Strapping PLYWOOD PANELS GLAS Detail INSTALLED VERTICALLY BOTH SIDES OF WALL. 6" SIMPSON O.C.EDGE NAILING AND 12" HDU5 AT EACH FIELD WITH 10D NAILS 1-1/2" • �SCALEVR Details (3)2X6 COL. MIN. PENETRATION INTO PE PLASTIC-C TATEDWOO SCREW FRAMING. CHORS 1'-0" -411 GLAS SE DETAIL BLOCKING AT ALL PLYWOOD A PLYWOOD WINDOW SEAMS FRAMIN PLYWOOD OPENINGS PROTECTION;THICKNESS j f , DEPENDS ON WINDOW WASHER OPENING WIDTH(1) ►love � �, `. I' (NP) dbWu6/e s m I ahxQ ACQ SILL a 3"No.8 SCREWS 12"OC DETAIL A-TYPICAL ATTACHMENT OF MPS PLYWOOD OPENINGS PROTECTION TO NOTE: IN LIEU OF SCRIEWS,LUGS WITH HDU5 with eP WOOD-FRAME BUILDING NUTS AND WASHERS WAY BE USED SSTB20 AT NOTE: EACH(3)2X6 COL. ALTERNATE TO 120 MPH CERTIFIED WIINDOW PROVIDE ADDITIONAL HDU5 HOLD DOWNS AT INSTALLATION PLYWOOD PANEL WINDOW AND DOOR PROTECTION FOR WOOD FRAMED BUILDINGS TYPICAL SHEAR WALL DETAIL N.T.S. NOT TO SCALE Condon Engineering, P.C. 1755 Sigsbee Road Mattituck, New York 11952 (631) 298-1986 BERGDES GN BERNSTEIN RESIDENCE ARCHITECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 NINA AND WARREN BERNSTEIN 2095 LAKE DRIVE, SOUTHOLD, NEW YORK 11971 TEL: 917 515 4611 PROGRESS PRINT August 12th,ro11 August 12th 2011 SCALE: As Noted S-5 REF NO: 120