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HomeMy WebLinkAbout36760-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 5/23/2013 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 thc 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 ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 5/3/13 R10-11-0014 5/9/13 36760 4/17/13 Kev~7 Rempe Plumbing,& Heating TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36760 Permission is hereby granted to: Bernstein, Warren & Nina 65 Old House Lane Sands Point, NY 11050 Date: 10/18/2011 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 To expire on 4/18/2013. Fees: 10/4/2011 and approved by the Building Inspector. CO - ADDITION TO DWELLiNG SiNGLE FAMILY DWELLING - ADDITION OR ALTERATION Total: $50.00 $1,606.00 $1,656.00 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 Buildin~ 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/I0 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. 1. Accurate survey ofproper~y 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. Ifa Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. 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 - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: Old or Pre-existing Building: / (cheek one) House No. Street Hamlet Owner or Owners of Property: /ff_~gtff~ Suffolk County Tax Map No 1000, Section Subdivision "~q - $'% ~ Block Lot Filed Map. Lot: Applicant: ~' Permit No. 3 7 (O ~7 (..) Date of Permit. Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitled: $ ~) , ~ ~ Underwriters Approval: Final Certificate: (check one) Applicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF $OUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roqer.richertC~,town.southold, ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: N & W Bernstein Address: 2095 Lake Drive City: Southold St: NY Zip: 11971 3uilding Permit #: 36760 S~ction: 59 Blcck: 5 Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE 3ontractor: DBA: G&S Electric License No: 578-e SITE DETAILS Office Use Only Residential J~ Indoor J~ Basement ~ ServiceOely J~ Commerical Outdoor 1 st Floor Pecl New Renovation 2nd Flcor Hot Tub Addition Survey Attic Garage INVENTORY Ser~icelph ~ Heat ~ DuplecRecpt ~ Service 3 ph Hot Water GFCI Recpt Main Panel NC Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: Ceiling Fixtures I~J~ HID Fixtures Wall Fixtures Smoke Detectors Recessed Fixtures CO Detectors Fluorescent Fixture Pumps Emergency Fixtures Time Clocks Exit Fixtures I I TVSS 200a underground service, 5-paddle fans, 5-exhaust fans, 3-ARC fault circuit bre~ out door deck and stair fighting, 1-self contained hot tub disconnect (GFCI protected) Notes: Inspector Signature: Date: April 17 2013 ElectricaLCertificate.xls Town Hall Annex 54375 Main Road P.O. Box 1179 Southold. New York 11971-0959 Building Permit No. Plumber: I c~rtify that the lead. Sworn to before me this Notary Public, ~ Telephone (631 ) 765-1802 Fax (631) 765-9502 BUILDING DEPARTMENT TOWN OF 8OldT~O!.n CERTIFICATION · 3 1 2013 ~ase print) a~e print) I [der used in the water supply system contains less ithan 2/10 of 1% (Plumbers Signature) Notary Public, State ol' New Y~ No. 01SE6131594 QualEmd in Suffolk Oo~nty / .~ County TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ [ ]FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROU~GH) [ ] ~ELECTRICAL ~FINAL) REMARKS: ~ DATE ~INSPECTOR .~~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECTION [~oONN :SN~ [[ ]] iRNOsUuGLHA~LoBNG' [ ]FRAMING/STRAPPING [ ] FINAL [ ]FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (RO~JGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE ~~~----INSPECTOR ~~/~' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FO~NI)ATION 1ST [ ] ROUGH PLBG. [ ]~01JNDAT~.NB~---~,[ ] INSULATION [,~ FRAMIN~ST~I~~[ ] FI NAL [ ] FIREPLAC~ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUG~I! [ ] ELECTRICAL (FINAL) REMARKS: //~/'.~_~ /~ ~_~ '~ ~"~/~,~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [~']~ROUGH PLBG. [ ] FO~UNDATION 2ND [ ] INSULATION [~,'~FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CORSTRUCTIOR [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROU~ (FINAL) REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INSULATION [ ]FRAMING/STRAPPING [ ] FINAL / FIREPLACE & CHIMNEY [ ] FI~i~SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ~,FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FlUvIAL) REMARKS: ~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING I STRAPPING ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL). REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ [ ] FlflE RESISTANT CONSTHUOllON [ [ ,]R~ PLBG. [,~ INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANI' PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROU/GH PLBG. [/,,,]"INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND ] FRAMING / STRAPPING ] FIREPLACE & CHIMNEY [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) _ R~EMARKS: /~ ~-~ DATE '~INSPECTOR~ 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'S--- ~=e~~ TOWN OF SOUTHOLD BUILDING DE~T. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] FRAMING/STRAPPING [ ] IN~UL~I'ION [//~NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY [ ] FIRE RESISTANT CONSTRUCTION [ ] [ ] ELECT/p~L (ROUGH) [ ] ELECTRIC~ / BER_G ......................... ARCHITECTURE April 30th 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 Copy: file Path: 0120/Docs/letter043013 88 Old Stone Highway East Hampton New York 11937 917 328 3905 bergdesignarchitecture.com TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN' HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork. net OCT-,3 ?,"~ PERMIT NO. Building Jnspector BUILDING PERMIT APPLICATION CHECKI,ISI' Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Single & Separate Storm-Water Assessment Form Contael: Mail to: ...}0~4/~ ~ PLICATION FOR BUILDING PERMIT Date~ :~l'L9 ,20 I~ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector wiflt 4 sets of plans, accurate plot plan to scale. 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 issae a Building Permit to the applicant. Such a permit shall be kept on tile premises available for inspection throughout tile work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issnank:e or has !lot been completed ,within 18 months from ~uch date. If no zoning ame~*dments or other regulations affecting the property have been enacted in tile interim, the Building Inspector may authorize, itl writing, the extension of the permit for an addition six months. Thereafter, a new Permit simil'be rbquired. APPLICATION IS HEREBY MADE to the Building Deparhnent for the issuance ora Building Permit pursuant to the Building Zone Ordinance of the Town of Soutbold, Sufi'olk Connty, Nexv York, and other applicable Laws, Ordinances or Regnlations, for the COl~strnction 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 admi! authorized inspectors on premises aud in building for necessary inspections. '(Siguature~ apl~t~nt or name, ifa corporation) · (Ma-i~ing address of applicant') State whether applicant is oxw~er, lessee, agent architect engineer, general contractor, electrician, plumber or builder owner of premises IO/~1~.~_/~_,~ ~,l[/0& Name of (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. Location of land on which proposed work will be done: ttouse Number Street Hamlet Lot Lot County Tax Map No. 1000 Section Subdivision Block .-~ Filed Map No. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ,~/kl~,,/,~ ~-OO41b.~' b. Intended use and occupancy :~:~/gl(n. 3. Nature of work {check which applicable): New Building Repair ?'"' Removal Demolition 4. Estimated Cost '"~',~,'1~ · Fee 5. If dwelling, number ofd~velling units If garage, number of cars Addition / Alteration Other Work (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions ofexistin~ structures, if any: Front ~ ~'dt'4 Rear 2~~Depth-- - ~. I Height /~'~. "~ Number of Storiek ' Dimensions of sa.rrje structure with alterations or ~dditions: Front Depth '~ Height ~' Number of Stories 8. Dimensions of entire new qonstruction: Front 47 ! . Height ~', ?~,' Number of Stories 9. Size of lot: Front [gg} ! Rear I ~--~ I 10. Date of Purchase~__~__ Rear ,dc 7 7--, Name of Former Owner 11. Zone or use district in which premises are situated Rear 47 } Depth Depth 37Z"f7t 12. Does proposed construction violate any zoning law, ordinance or regulation? YES __ NO ~ 13. Will lot be re-graded? YES NO__Will excess fill be removed from premises? YES__ 14. Names of Owner of pr~mse4~s IO Name of Architect Name of Contractor ' Address ~s~l'l-~4f~101o'f Phone No. 15 a. ls this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V' NO __ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES V/' NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED· 16. Provide survey, to scale, with accurate lbundation plan and distances to property lines. 17. If elevation, at any point on property, is at~ 10 feet ?r below,,: must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES__ NO ~ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF ) ~ '~.,' ~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual si~ning contract) above named, (S)He is the ~1~1~ (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application: that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the ~nanner set forth in the application filed therewith. BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 7540 DATE: APRIL 20, 2011 ISSUED TO: WARREN & N~ BE~$TEIN PROPERTY ADDRESS: 2095' LAKE DR. SOUTHOLD SCTM#59-5-3 AUTHORIZATION Pursuant to the provisions of Chapter 275 ~nd/br Chapter I 11 ~fthe Town Code of the Town of Southold and in accordance with the R~sohttion of th~ Board 6fTmstees adopted at the meeting held on April 20, 2011 in consideration of application fee in the sum ~f $~50~00 paid by Warren & Nina Bernstein and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to constrUct first and second floor addition, s- to the existing two-story dwelling construct 13'X 8.6' and 18'X 8.6' dec--rear of dwelling; proposed driveway expansion with railroad t~e retaining w~eg th~ ~;; ins-tall t'i'~'~o 8' dia. dvywells for stormwater run-off; abandon existing sanitary system and install new sanitary system; r~e'pair and/or.~pl~ace exis0ng wood deck.and stairs at Great Pond; construct new, [ 20' rate decking and 4"X 4" structural supPort ~'~s~s; trim phra~raites by hand to a height existing ~6Pair and/0~' replace existing snow fencing; and abaodgn welL ~0nstruct 3.5'X I rear of dwelling; construct 7'X I 1.5' steps in front of dwelling; remove on west side; and remove 3'X 7' stem in front of the west side of dwelling and replace with deck, and as depicted on the plan prepared by~a'ostell0 Mnl'dle Contracting Corp~ dated May 16, 2011 and s~te plan prepared by Bergdesign A~chitects dated May 12:~; 2011, stamped approved On June 8, 2011. IN WITNESS WHEP~EOF, thc said Board of TrusSes hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. James F. King, President Bob Ghosie, Jr. Vice-President Dave Bergen John Bredemeyer Michael J. Domino Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0854C Date: May 8. 2013 THIS CERTIFIES that the demo and reconstruction of dwelling; deck additions; deck repairs/replacements; new steps: drgwells; new sanita~ system; 4'x20' dock extension; 4' wide lower platform; trimming 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 Confurms to the application for a Trustees Permit heretofore filed in this office Dated 3/17/1 l pursuant to which Trustees Wetland Permit 117540 Dated 4/20/11, was issued and Amended on 7/20/11, Amended again on 4/18/12, 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; trimmin? of phragmites; abandon well: snow fencing: new parking area and driveway with railroad tie retaining 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 1-4738-03169/00002 FACILITY/PROGRAM NUMBER(S) PERMIT Under the Environmental Conservation Law EFFECTIVE DATE 6/21/2011 EXPIRATION DATE(S) 6/20/2016 TYPE OF PERMIT [] New [-I Renewal ~] Modification ~] Permit to Construct ri Permit to Operate [] Article 15, Title 5: Protection of Waters [] Article 15, Title 15: Water Supply [] Article 15, Title 15: Water Transport [] Article 15, Tit[e 15: Long Island We[is [] Article 15, Title 27: Wild, Scenic and Recreational Rivers [] 6NYCRR 608: Water Quality Oi~rtification [] Article 17, Titles 7, 8: SPOES [] Article 19: Air Pollution Control ~1 Article 23, Title 27: Mined Land Reclamation [] Article 24: Freshwater Wetlands [] Article 25: Tidal Wetlands [] Article 27, Title 7; 6NYCRR 360: Solid Waste Management [] Article 27, Title 9; 6NYCRR 373: Hazardous Waste Management [] Article 34: Coastal Erosion Management [] Article 36: Floodplain Management [] Articles 1, 3, 17, 19, 27, 37; 6NYCRR 380: Radiation Control PERMIT ISSUED TO Warren Bemstein TELEPHONENUMBER ADDRESS OF PERMITTE~ 65 Old House Lane, Port Washing]ton, NY 11050 CONTACT PERSON FOR PERMI~i-ED WORK Twomey; Latham, Shea, Kelly, Dubin & Quartararo LLP, PO Box 9398, Riverhead, NY 11901. TELEPHONENUMBER 631-727-2180 NAME AND ADDRESS OF PROJECT/FACILITY Bemstein Property, 2095 Lake Drive, Southold, NY 11971 SCTM# 100-59-5-3 COUNTY I TOWN I WATERCOURSE Suffolk Southold SO-5 DESCRIPTION OF AUTHORIZED ACTIVITY: INYTM COORDINATES E: 713.7 N: 4549.2 Construct first and second story additions, decks, stairs, stormwater 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 5/31/2011 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 ~s part of this permit. DEPUTY PERMIT ADMINISTRATOR: Susan V. Ackerman (GRZ) AUTHO~SI~ ADDREss Region 1 Headquarters, SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790 - 3409 DATE I Page 1 of 5 6/21/2011 I 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 demo}ition 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 pdor 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, Alt 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 I Page 2 of 5 I 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. 1 3. 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 mU~t 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 permit to the Regional Habitat Manager. DEC PERMIT NUMBER Page 3'of 5 14-738-03169/00002 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 wor~ 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 ama 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 Unless 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 renewa!, 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 Cimle Road, Stony Brook, NY 11790. 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiratien 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: materially false or inaccurete statements in the permit application or supporting papers; failure by the permittee to comply with any terms or conditions of the permit; exceeding the scope of the project as described in the permit application; 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; 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 PERMI'I-FEE 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 pf 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 Pract!ce Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Complywith 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 may be 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 dght 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 pemon not a party to the permit. DEC PERMIT NUMBER Page 4 of 5 14738-03169/00002 ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15 (TITLE 5), 24, 25, 34 AND 6NYCRR PART 608 1. If future'operations by th~ State of New York require an alteration in the position of the structure or work herein 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 ~o 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 m~nner as the Depa~inent 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 shail be made against the State 9f New York on account of any such removal or alteration. 2. The State of Ne~v 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 be taken 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 ia the conduct of the work herein permitted shall be removed evenly, without leaving large refuse piles, ridges across or a!ong 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 manner 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 contrax;ene 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 awhre of and understand all terms and conditions of this permit. 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 1-4738-03169/00002 Page 5 of 5 ~ Town of South.old Erosion, Sedimentation & Storm-water Run-off ASSESSMENT FORf.". PROPERTY LOCATIOH: S.C.T~4. ~ THE FOLLOWING ACTIONS MAY REQUIRE THE $'=~"SSION OF A ~_N DRAI~ AND EROSICI~I ~NTROL PL4H ,~:~DPE OF WORK - PROPOSED CON~I'RUCTION ITEM# / WOP, K_i~I~'.~.ql~fl~H' ~ slte Imptovmnet~ ar~ I~e pem--~ cma~n of Dralnag~ ~mctums In~caflng ~ze & Locatkm? T,rds co,bol sl~ u-:~oslo fl a,cl ~ walar disci~arges, t~is -- Constriction Pedod. ~isUng Gr~ I~ing ~ ~n ~ C~lc Ya~ of ~ate~al ~in ~y Pa~ ~ 5 ~II~'i--"~R~u~La~Distur.ngA~,es ~ ~ En~m~ ~ ~ ~ ~ ~ ~e ~ (5,~ S.F.) ~uare F~I ~ ~? : 6 ~ ~em a NaOmi Wa~ ~ Ru~ ~gh ~e~ / V ~ D~ ~P ~ I~b : ~ ~in ~ Hu~ (10~) ~ ~ a We~ or~ ~ · ~'~1~OF~YO~ ~, ~ ~ * . ~o~ o~.....~ {.~.~...... ~ ~tl ~. ~ ~'~i~i ........................................................ S~m to ~fore me ~s; fr~.~~~ ~ ................ ~&_...~....~...~,o .~1/ Town Hall Annex 54375 Main Road P.O. Box 1179 Sou,'k-hold, NY 11971d}959 Telephone (631) 165-1802 Fax (631) 76,~.951~2, ro.qer, richertt'~,town.sou[no~a, ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: License No.: Phone No.: Date: ~)~. JOBSITE INFORMATION: *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax Map District: (*Indicates required information) 1000 Sbction: ~ ~ Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Cleady) (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: YES ~ Rough In Final Temp Information (If needed] *Service Size: qP'~ase~ 3Phase 100 150 ~ 300 350 400 Other *New Service: ~_~'~e-conne~rgioun~ Number of Meters / Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 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. Y~/tmly, ~J~ B~gtein Enclosure FEEt - 3 2012 BLDG. OEP'[ TOWN O~ SOUTHOLD (;0576624 DOCX BERGDESIGN ARCHITECTURE May 9th 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 Ddve, 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". I 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 Ddve 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, Path: 0120/Docs/buildin gdept050812 88 Old Stone Highway East Hampton New York 11937 917 328 3905 bergdesignarchitecture, com Date /- I1-. 1,~ File # TOWN OF $OUTHO~D COMPLAINT REFERRAL FORM Location of Complaint: ~.~ ~t~¢,- ~'. 5oo'r~p~--~ SCTM # .b"°/.- Property Owner: Address: 4~.~" 4~)~ NATURE OF COMPLAINT: ACTION TAKEN: Optional: Complainant: Address Report Taken By: Date Referred to Code Enforcement: By Phone /Mail__ Phone: Date In Person CODI~ ENFORCEMENT REPORT SITE INSPECTION REPORT/DATE: ACTION/DATE: Town Hall Annex 54375 Main Road P~O. Box 1179 Southold, NY I 1971-0959 Telephone (631 ) 765-1802 Fax (631 ) 765-9502 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 Garage Required ~Application for Certificate of Occupancy. (Enclosed) __ Electrical Underwriters Certificate. (contact your electrician) A fee of $$0.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involvin9 plumbin9 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 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: 57,~ Climate Zone: 4 Construction Site: 2095 Lake Drive Soulhold, NY Owner/Agent: Warren and Nina Bernstein Compliance: 0.7% Better Than Code Maximum UA: 589 Your UA: 585 Designer/Contractor: John Berg BergDesign Architecture Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 24"o .c. Window 1: Wood Frame:Double Pane with Low-E Door 1: Glass Wall 2: Solid Concrete or Masonry:Interior Insulation Wall 3: Masonry Block with Emp[y Cells:Interior Insulation Floor 1: .NI-Wood Joist/Truss:Over Unconditioned Space Floor 2: Al~Wood Joist/Truss:Over Outside Air Floor 3: Slab-On-Grade:Heated Insulation depth: 6.0' 1391 38.0 7.0 35 67 30.0 0.0 2 3477 19.0 0.0 139 883 0.290 256 242 0.330 80 196 0.0 14.0 12 91 0,0 28.0 3 1045 30.0 7.0 27 268 30.0 7.0 7 36 14,0 24 Compliance Statemenh The proposed building design described here is consistenl 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. Name - Title Signature f -~/~ Date Project Title: Groat Pond House Report date: 10/05/11 Data fllename: C:\Users~John Berg\Dropbox\BERG DESIGN\121Bernstein\roscheck2.rck Page I of 1 REScheck Software Version 4.4.1 Compliance Certificate Project Title: Bemstein Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Constru~on Type: Detached 1 or 2 Family Glazing Ai'ea Percentage: 30% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: 2096 Lake Drive Southold, NY 1t971 Owner/Agent: Warren and Nina Bernstein Compliance: 0.3% Better Than Code Maximum UA: ~89 Your UA: ~87 Designer/Contractor: Berg Design Architecture Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Fiat Ceiling or Scissor Truss Wail 1: Wood Frame, 24" o .c. Window 1: Wood Frame:Double Pane with Low-E Door 1: Glass Walt 2: Solid Concrete or Masonry:interior Insulation Wall 3: Masonry Block with Empty Cells:Interior insulation Floor 1: Ail-Wood Joist/Truss:Over Unconditioned Space Floor 2: Ail-Wood Joist/Truss:Over Outside Air Floor 3: Slab-On-Grade:Heated insulation depth: 6.0' 1391 38.0 7.0 35 67 30~0 0.0 2 3477 19.0 0.0 138 893 0.290 259 242 0.330 80 196 0.0 14.0 12 91 0.0 28.0 3 1045 30.0 7.0 27 268 30.0 7.0 7 36 14.0 24 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 buitding has been designed to meet the 2010 New York Energy Co~lservafion Construction Code requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name- Tire Signature JJ ' f~ Date & & Project Tit~e: Bernstein Residence Report date: 05/08112 Data tilename: Untitied.rck Page t of 3 $CTM# 1000- '5-a~- ,,¢k--'- 3 Subdivision: Property Address: °q'- 0 C]o--~ ~ O.te SuO.,itte l: In-B-II Date Reviewed: Estimated Cost: 'T~-~ Zone: ~x,--tlkO Conforming? City: ~ Pre COs? Building Permits (Open/Expired): BP ~- -Z / C/0 Z- ~ , Info: '~- BP -Z / C/0 Z-__ Info: BP__-Z / C/0 Z-___, Info: BP __ -Z / C/0 Z- , Info: BP -Z / C/0 Z- , Info: _ Single & Separate Search Required? Y Determination: REQ. LotSize: ~oa 0oo ACT LotSize: 3~,, ]7'O REQ. Front CO .A. CT. Front aK REQSide ?,.C-~ ACT. Side o~ REQ. Re~r--~ PR~3P. Rear'~,-~- REQ:l~ei~ght.3,.~'z ACT. Heigh~-~o'[¢,, R~,~o'rH Stb~$ .~--q- ACT o/q--- '' WaterfrontS' Y,br N~ ~ ~r~0-~ ~'~,..9 ~ Ifyes, water'b-~ody:(~ee2t~¢-- ~ Panel# ~ FlooSZone: ~ 'B'ulkhead/BluffDistanee: - ADDITIONAL APPROVALS REQUIRED [~kn U $ (q:) $1ffn~:l)~ Suffolk County Health~r N-If yes, *Bed#: t.~ *Date: 7/~'~ ff *Permit#: ~-[0- II - t~ql?/o~wn Septic(~M - If no, certification required: Y or N Received: Y or N By: NYS DEC: ea~-nzc,mTs~rN-Date: ~/~!/_~ Permit#:l-gT~~t~T/{~ff)000~NJLetter-Notes: Southold Trustees:(~)or N - Date: Southold ZBA: Y c~N -/)Date: ./__ Southold Pianning:~Y or~- Date: / / Town Landmark C of A: Y o(~DTE: / Notes: ~/9-O/ I~ Permit#: / Permit #: Permit #: / 7~0 or NJ Letter - Notes: - Notes: - Notes: *NYS CODE ~ompliance (page 2): Y or N Fee Structure: Foundation:.~o~. 3 3 1 SF First Floor: ,¢~ I I 7 SF Second Floor: I 0 ~a 7 SF Other: SF Total: 3 .5' I ~ SF Calculation: ~ OFO + Initial Fee: Additiongl Fee ( ): SF X $, + Initial Fee: Additional Fee ( ): TOTAL: $ o0 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGtLAPHIC DESIGN CRITERIA: Ground Snow Load: 20 Weathering: Severe__ .Frost Depth: 36"__ Design Temp: 11 __ 'Ice Shield Underlay: YES . USE/OCCUPANCY CLASSIFICATION: ' HEIGIZ{T/F][RE AREA: TYPE OF CONSTRUCTION: DESIGN CRITEILIA: ENGINEERED/pREscRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL sTUDs: Y/N CEILING JOISTS: YfN FLOOR JOISTS: LUIVIBER SPECIES AND GRADE: Y/N Wind Speed: 120MPH__ Seismic Design Category: B , Termite: M-H Decay: S-M Flo~d Hazards: GI/LDERS: YfN ROOF ILAi?TERS: YfN WINDOW AND DOOR SCHEDULE: ,M1SSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N ~ LIGHT 8%: Y/N 'WENT 4%: Y/IN NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: YFN PLUMBING RISER DIAGILAM~/N LOCATION OF FffCE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS:~(N (R~SCHEC~ ,¢7co/0) 0K TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE} N IAband 10,8' to 17' TEST HOLE (elcvnlion Pale brow~ fmc sand f~oundwamr elov~ion 2.2) TOPO ~V: TOPO {tance wit~ department rcqmrcment Submat ed feral WWM- ~D_ as proof. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SUFFOLK COUNTY J~J:~A~I~IENT OF HEALTH SEE_VICES J=ERUIT FOR APPROVAL OF CONSTRUCTION FOR A FOR ~AXI~U~IOF ~ ~ B~BE00~S EXPIRES THREE YEARS FROM DATE OF APPROVAL ENGINEER'S CERTIFICATe{ON REOUlaED. ~UBMJT P.E OR R,A. C?TIFJCAT[ON FOR INS'f ALI. lION AND CONSTRUCTION 0~.~ ~ ~ FORFINALA PRO'~. USEFORMWWM-073. APPLICANT: N/NA · WARREN BERNSTEIN 65 OLD HOUSE LANE Civil Engineers Surveyors Planners Barrett Bonacci & Van Weele, PC 175A Commerce Dr Hauppauge, NY 11788 r 631,435.1022 ',vww.bbpc corn Tax Map No.: DISTRICT 1000 SECTION 59 BLOCK 5 LOT 3 PROPERTY SITUATE $OUTHOLD TOWN OF SOU/HOLD SUFFOLK COUNTY, N.Y. PLOT PLAN 2095 LAKE DRIVE, SOUTHOLD ID 2OI0 BBVPC I of 1 SUFF. COu EAL't'H OFfiCE OF M: TOFO VIEW: TOPO LOT AREA TO SHORE LINE = 2B,473 SQ, FT. ['EXCLUDES FRESHWATER WETLANDS). ELEVATIONS REFER TO N,A.V.D '/SS8 DATUM. SUSSURFADE &: ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS PART OF THIS SURVEY. UNDERGROUND SANITARY 6~ WATER LOCATIONS PROVIDED BY CONTRACTOR. CURB ~3~ U'~LITY POLE --OH- OVERHEAD WIRES ~ WATER VALVE x ii-- CHAIN LINK FENCE ~ WATER METER o o~ F..ENCE OTHER "O' FIRE HYDRANT > GUY WIRE · MONUMENT FOUND TW ~,~a/ TOP/BOTTOM WALL SANITARY VENT PIPE +5543 SPOT GRADE 8AN~ARY LOCATION TE8 SANITARY STRUCTURE BUILDIN(~ coRNER A B I S.T. Ig' ,!-1.5' 2 L.P. 2.~' 30' ,3 L.P. .33' ~-7. 5' 4 L.P. 38' 37' Civil Engineers Surveyors Planners TaxMap No.: DISTRICT 1000 Barrett Bonacci & Van Weele, 175A Commerce Dr, Hauppauge, NY 11788 F 631.435.1022 SECTION 59 BLOCK 5 LOT 3 PROPERTY SITUA1T $OUTHOLD SURVEY 2010 D~VF ON 2'x2'xlO" RC FOOTING CANTILEVER ¢. OUTLINE OF ~ 4'x 26'-4" CONC APRON .... _ DENOTES AREA O~ SCREEN PORCH ABOVE 'BLIND CU'l' ACCESS DOOR t/2 CEDAR SIDING. DECK SURROUND OUIT. IRE OF DECK ABOV~ DECK SURROUND DECK JOISTS EX~STING CONC FLOCK FOUNDATION NEW REINF CONCRETE FOUNDATION STAIR STAIR 00~2 WOOD FLOORING DIRECTION, SS CABLE RAIL DN DECKING I 11'-0~" DIRECTION DECK [] '' -- [] ' ' 4' -- -3'-8'~ 3'-8"- -- LINE INDICATES ROOF ABOVE ~ CEDAR SIDING DECK SURROUND I NEW STAIR AND FOUNCAll& 14'-9" 8'-8~" ACCESS'BLIND CUl~ DOOR % ~ m 9'-1'1 I(~ EDGE OF EXTERIOR WALL A~'OVE DOWN 9'-o" SPOUT 5'-1~" STAIR 10t ~ ~ NEW SS CABLE P~L 4 ~'-~21'1~ ~ ~ '~ HALL W~ WC LINE INDICATES FLOOR ABOVE NEWIT~ELOORJOIS~ J:j NEWS~UCTURE , FLOOR,O,BTBREWSTRGDTURB I 3,.o. ,DR I - 11~" TJI JOISTS ~ m/ L~ING RM mFI~cE I ' 10~ -- STONE H~TH ooj ~ -- NEW 2'-6 x 4'-0" WINDOW INEW ~ LOOR JOISTS ADDITION GROU, ND FLOOR PI_A~X/ (~~ =--C--or 2' x 6' FRAMING THERMAFIBER SOUND ATTENUATING BL,~NKEmF 30 LB BUILDING FELT BIDING VARIES AS PER ELEVA'TIONS ' GWB ' PLYWOOD RC pAD on 6" LEVEL EY~STING (4) 2 x 10 GIRDER 3" DIA LOLY COLUMN ~'P. ON ALL SrBES NEW RC FOOTING EXIST CONC BLOCK RENDER SI.AB SMOOTH & FOUNDATION w/BLACK LEVEL WITH EXISTING BITUMINOUS COATING NEW RC FOOTING RENDER SI.AB SMOOTH & LEVEL WITH EXISTING ABOVE PITCH TO CENTAL DRAIN RC PIER EXISTING WINDOW 4 NEW FLOOR JOISTS I tt~ TJI JOISTS @ m m 16" O.C. k x12' RC PIER BLOCK FOUNDATION 3'-10" <~ 5-1/2" EXTERIOR WALL SCale: 1-1/2" = 1'4)' 6'-7~1'1 ~U~E'IN~O~EC~6,.7~.~O~ 4x4PTPOSTS . ON 2'x2'xlO'RC GS 'I~P. - LOCATE FOOTINGS UNDER CORNERS OF Si DECK SURROUND EXTENT OF EXIBTING FOUNDATION ~ER ELEVATIONS SOUND ATTENUATING BLANKET WATERPROOF MEMBRANE AT 8HO~RWALLS SETFING BED, GROUT COLOR TBD BY ARCHITECT <~ 5-1/2" EXTERIOR WALL 2"x 6" FRAMING BLANKET VAPOR BARRIER 2"x 4' FRAMING MEMBRANE AT SHOWER WALLS TILE BED. GEOUTCOLORTBDSY ARCHITECT " 5-1/2 EXTERIOR WALL 1/4" VARIES SOUND ATiENUATING BLANKET BUILDING PAPER VARIES AS PER ELEVATIONS ~GWB "PLYWOOD <~ 5-1/2" + FURRING EXTERIOR WALL Scale: 1-1/2' = 1~-0'' i~"~, OUFLiNE OF FOUNDATION BELOWFL~RIINGh I SCREEN PORCH DIRECTION~ I lOJ DIRECTIO , DINING RM 10~7 DiSP~ KITCHEN lOj SPOU1 3 TREADS ~ NEWSS CABLE RAIL Il LINEOFROOFABOVE II / ~\ II II/ -- ~ SP^W~TH INTERNALIll ii DECKING DECK ELECTEICHEA'rER!,U~ I I ~ ~1 I DIRECTION ~ wl'~ COVER ~ II ~ / II FIRST,FLO, OR PLAN (~)' ~/4~' ~ SOUND A-rENUA'T1NG BLANKET 3-1/2 INT PARTITION J J L MEMBRANE AT SHOWER WALLS 2'X 4" FRAMING 2' GWB THERMAFIBER BOUND ATTENUATING BLANKET SETFING BED, GROUT COLOR 'TBD BY ARCHITECT 3-1/2 INT PARTITION Scale: 1-112' = 1 '4)" ~GWB SOUNDATFENUA~NG BLANKET 5-1/2" INT PARTITION CN FOUNDATION RIGID INSUL <~5" INT PARTITION ~)_ WALL TYPES BERNSTEIN RESIDENCE GROUND&FIRST FLOOR CONSTRUCTION PLANS AO 3 PROGRESS PRINT September 17th, 2011 CONSTRUCTION SET DECEMBER 20th, 2011 ~M~I-I II-blUME PERMITSET Se ember30th, 2011 ' pt r 21 REFNO 120 PROGRESS PRINT Octobe 18th, 0 1 CONSTRUCTIONAMENDMENT MAYSth2012 : BID SET October 251h, 2011 ADDENDUM November 7th, 2011 _~BRMOOF HIGH POINT ,!3'-3" ~4; _~BRMOOF MID POINT 21' 3" ELEV. 44'-4" -- ALUM CLAD TO MATCH WINDOW COLOR -- DOUBLE WALL INSULATED SS CHIMNEY EPDM ROOF MEMBRANE 8 SQ. FT. ESCAPE AREA -- _~B~COND FLOOR 9'-5" ~L-E~. 32'-~ SCREEN PORCH ~BIMRSTFLOOR fi-O" ELEV. 23'-l' ~_BGMARAGE FLOOR ,-8~" SUPPORT SO UT;,,FI. EVATION -- CEDAR SHINGLE SIDING -- ALUM GUq-I'ER AND DOWN SPOUT 8 SQ. FT. ESCAPE AREA LIGHT ;EDAR FASCIA GRADE ELEV: 20'4)" --1 x3 #2 CEDAR SIDING DOUBLE WALL INSULATE[ SS CHIMNEY ROOF HIGH POINT 23'-3" ELEV, 46.4" ~ROOF MID POINT 21'3" 1 ,1./2 1~2 BM ELEV, 44'-4" 6" 1/2 ROUND ALUM GUTTER -- AND 5" DIA DOWN SPOUT --ALUMSCUPPER ANDDOWN SPOUT --#1 CEDAR BEVEL SIDING ~_B~COND FLOOR ,9~.5" ELEV. 32 SS CABLE -- 18" PERFECTION R &R WESTERN RED CEDAR SHINGLE SIDING SPOUT ~FIRST FLOOR 0'-0" BM ELEV, 23'-i" -- CLEAR CEDAR FASIA -#2 CEDAR SIDING GRADE ELEV:20'-O" I ~BGMARAGE FLOOR ,~,'-4" ELEV, 14-7 ~ EXAUST HOOD BOILER EXHAUST EXPOSED CONC BLC~CK · CLEARICEDAR FASCIA VENT &VENT I FOUNDATION ~ EAST L ATION ~F~OF HIGH POINT ~3'-3" ELEV. 46,4 'SS CABLE RAIL _~MOOF MID POINT .2.~1,,' 3" £LEV, 44 -4 ~T.O. ROOF 19-111 j BM ELEV, 43-2" ALUM GUTTER AND DOWN SPOUT ~BS~COND FLOOR 9'-5" E~.32~ ~FIRST FLOOR 0'-0' ~I~BM ELEV, 23'-1" GRADE _~BGMARAGE FLOOR .-8'4" EL-'~7. 14'-~ CLEAR CEDAR FADCIA -- #2 CEDAR SIDING -- lx3 STEP LIGHT NORTH LEVATION (~)- ~-- ~'--'~E CLEAR RED CEDAR BEVEL SIDING 5" WIDE 8 SQ. FT. ESCAPE AREA 18" PERFECTION R &R WESTERN RED CEDAR SHINGLE SIDING CABLE RAIL DOUBLE WALL INSL SS CHIMNEY 23'-3" ELEV. 46'-4" ~tROOF MID POINT 21'3" . BM ELEV, 44'-4" ~_B.MO. ROOF 19'11 -~L~-2" #1 CEDAR BEVEL S D,NG-- BM ELEV. 32~ SS CABLE RAILING ~BIMRST FLOOR ~'-0" ELEV, 23'-1" MAHOGANY TREADS & RISERS GARAGE FLOOR -8'-4" k~'BM ELEV. 14'-7" STEP LIGHT -- BLIND CUT UNDER DECK ACCESS FOOR -- GARAGE DOOR CLAD w/ #2 CEDAR SIDING WEST ELEVATION SCALE: 1/4" = 1'-0" CEDAR SHINGLE SIDING ALUM GUTTER AND DOWN SPOUT NEW 2'-6 x 4'-0" WINDOW SCREEN PORCH SS CABLE RAILING 10 DIA RC STAIR SUPPORT COLUMN -- #2 CEDAR SIDING ~ 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK11937 Te1'9173283905 NINAANDWARRENBERNSTEIN 2095 LAKE DRIVE, SOUTHOLD, NEW YORK11971 TEL: 9175154611 ARCHITECTUn: ' ;;.~:,~..,.. :::,,;:::: ;;:: ::1111 CONSTRUCTION SET DECEMBER 2~h, 2011 SCALE: As Noted PROGRESS PRINT O~ber 18~, 2011 CONS~UCTION ~ENDMENT ~Y 8~ 2012 REF NO: 120 BID SET O~ber 25~, 2011 ADDENDUM November 7th, 2011 HATCH INDK PROPOSED ADDITIC~NAL DRIVEW~AY PROPOSED PARKING AREA NEW RAIL ROAD TIE RETAINING WALL. MAX HEIGHT 4',0" HEIGHT VARIE~./-/ ! \ AREA OF FRESH WATER WET LANDS $ // ?/ ?; ?/? / / / / I /- I II /1' / / 13.bk 22 WOOD ~ / 16.9' 22.1' 2 STORY 12.2' PARKING C~aE DWELLING \ WOOD ADDITION/ / ~,' DIAMETER '~ ~ ~ x 3'~6: DEeP DRY WELLS FOR ROOF PROPERTY INFORMATION ~ X, ~'..N ~ELS¥. 16'-a". ~PROPOSED- ~,, I .- , DECK ',_. ___--¢' ,' .. ._--:L~, .- AND STEPS ~ ..~0~-' / ~ / / NEWWOOD DOCK ~ (N,I.C.) NOTE: EXISTING OVERHEAD POVVER LINE TO BE RELOCAI[D WITH ALL NECESEARY COMPONENTS UNDERGROUND FROM LOCATION SHOWN TO HOUSE NEW UNDERGROUND PROPANE TANK EXISTING SEPTIC SYSTEM TO BE REMOVED T.O.W. I '"18 ! N,, I T.O.W. ELEV: 16.5' 2095 LAKE DRIVE, SOUTHOLD, NEW YORK DISTRICT 1 COO, SECTION 59, BLOCK 5, LOT 3 ' LOT AREA = 36783 SF (UNDER 40,000 DF= NON CONFORMING) WETLANDS =8310 SF UPLANDS = 28473 ALLOWABLE CLEARING = 50% ANY CLEARING DUE TO NEW CONSTRUCTION WILL BE REMEDIATED NO NEW CLEARING LOT COVERAGE CALCULATIONS STRUDTUREB EXISTING SF RESULTING SF DWELLING 990 1427 DECKS AND STEPS 460 938 WALKS,CONC.MIBC 165 188 EXISTING FLOOR AREAS: GARAGE FLOOR = 883 BF FIRST FLOOR = 952 SF SECOND FLOOR = 410 SF TOTAL NIC GARAGE = 1362 8F TOTAL EXISTING = 2245 SF RENOVATED FLOOR AREAS GARAGE FLOOR = 1184 SF FIRST FLOOR = 1235 BF SECOND FLOOR = 946 SF TOTAL NIC GARAGE = 2181 BF TOTAL PROPOSED · 3386 SF TOTAL ROOFED AREA · 1396 SF TOTAL IMPERVIOUS AREA 1615 SF 2553 PERCENT LOT COVERAGE 5,875 8,96% BUILDING HEIGHT CALCULATIONS AVERAGE GRADE ELEVATION AT FOUR CORNERS OF BUILDING = 17.7' FIRST FLOOR ELEVATION = 21.9' DIFFERENTIAL = 4,2' - GARAGE IS NOT COUNTED AS A STORY DISTANCE FROM AVERAGE EXISTING GRADE AROUND BUILDING( ELEV: 16.5') TO MID POINT BETWEEN ROOF SOFFIT AND RIDGE (ELEV: 44,25') = 27.75' LEGEND (SEE DETAIL ON SURVEY) \ \ EXISTING GPAVEL DRIVEWAY TO RECEIVE NEW GRAVEL NEW DRIVEWAY AREA TO BE GRADED LEVEL WITH EXISTING, COMPACTED AND RECEIVE NEW GPAVEL .. NEW SANITARY EX SYSTEM SEE DEr: 5//1,02 / / L3 / / ~, ~< / L~ / L1 DECK ROOF GPADEELEV:14;6' :::' 12 RAVEL . ,' ~ -~ PARKING ' ' ' ~ AREA ' 14 NOTE:/ GP~E AROUND BUILDIN( TO'BE MUSTED TO MATCI ~ROWN ELEVATIONS 1 8'-6" 14'-8" 6'-0" - NEW PAIL ROAD TIE RETAINING WALL ( HEIGHT VARIES) BACK Fill AFTER INSTALL ROOF - LINE OF EXISTING RNL ROAD TIE RETNNING WALL TO BE REMOVED EXISTING OVERHEAD POWER LINE TO BE RELOCATED DECK GRADE ELEV: 15.S' 18 AREA OF FRESH 4.0' WATER WET LANDS / SITE SURVEY SITE PLAN - GPA~E ELD/: 20' PROVIDE AND INSTALL BEQ D UNDERGROUND PIPING TO~_D~YW~E LLS / / NEW ',DRYWELL~ /NEW DRAWING LIST A00 SITE SURVEY, SITE PLAN, DRAWING LIST, NOTES A01 NOTES A02 DEMOLITION PLANS AND BITE WORK DETAILS A03 GROUND AND FIRST FLOOR CONSTRUCTION PLANS A04 8ECONO FLOORAND ROOF CONSTRUCTION PLANS A05 GROUND, FIRST AND SECOND FLOOR REFLECTED CEILING pLANS A06 GROUND, FIRST AND SECOND FLOOR POWER AND MECH PLANS A07 ELEVATIONS A08 SECTIONS , , A09 SECTIONS AND DETAILS Al0 WALL SECTION DETAILS All WALL SECTION DETAILB A12 WALL SECTION DETAILS A13 STAIRAND RAILING DETAILS A14 DOOR AND WINDOW DETAILS A15 INTERIOR DETAILS A16 INTERIOR DETAILS A17 INTERIOR DETAILS A18 INTERIOR DETAILS AlS DOOR AND WINDOW SCHEDULES A20 FIXTURE,FINISH AND MATERIALB DETAILS S 1 STRUCTURAL PLANS S 2 STRUCTURAL PLANS S 3 STRUCTURAL PLANS S4 STRUCTURAL PLANS S 5 STRUCTURAL PLANS ENERGY NOTES 1. ALL CONSTRUCTION SHALL CONFORM WITH THE REQUIREMENTS OF THE NY STATE ENERGY CONSERVATION CONSTRUCTON CODE (LATEST EDITION). 2, THE ENGINEER CERTIFIES THAT TO THE BEST OF HI~ KNOWLEDGE, THAT THE DRAWINGS COMPLY WITH THE NY STATE ENERGY CONSERVATION CONSTRUCTION CODE. 3, EXTERIOR DOORS AND DOORS TO GARAGES SHALL BE U= A0 MAX. WINDOWS~ BLIDING GLASS DOORB AND ALL GLASS SHALL BE U= ,4 MAX, FLOOR~ R-30 WALL, R-19 CEILING, R-38 4. ALL BUILDING MATERIALS, COMPONENTS AND ASSEMBLIES THAT ARE CAPABLE OF ABSORBING MOISTURE SHALL BE PROTECTED BY A VAPOR BARRIER LOCATED ON THE WINTER WARM SIDE OF THE INSULATION. 5, INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES FOR CONTINUITY OF INSULATION AT ALL PLATE LINEB, RIM JOISTS AND ALL CORNERB. 6. ALL HOT AND COLD WATER PIPING AND ALL DUCTS SHALL BE INSULATED AS PER CODE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT TO THE BUILDING DEPARTMENT THE SIZE, DESIGN AND TYPE OF MECHANICAL HEATING, COOLING AND HOT WATER SYSTEM THAT WILL BE USED. COMBUSTION EQUIPMENT FOR SPACE HEATING AND WATER HEATING SHALL HAVE A MINIMUM COMBUSTION EFFICIENCY OF 75% AND SHALL HAVE STANDBY LOSSES LESS THAN THE CODE SPECIFIED MAXIMUM BASED ON ACTUAL EQUIPMENT SIZE. 8. IF APPLICABLE - HVAC COOLING EQUIPMENT SHALL SE RATED IN ACCORDANCE WITH THE TABLE 4.6 OF THE NY STATE ENERGY CONSERVATION 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 THE ADJUSTABLE RANGE SHALL BE ISETWEEN 45 DEGREES AND 85 DEGREES F. 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. 12. ALL FIREPLACES TO BE PROVIDED WI FH/~DAMPER FOR OUTSIDE COMBUSTION AIR OF 150 TO 200 CFM. FLUE TO HAVE A TIGHT SEATED DAMPER WITH AIR LEAKAGE OF 20 CFM MAX. ABBREVIATIONS A.C.T. ACOUSTICAL CEILING TILE ' D/W DISHWASHER MIN. MINIMUM SHTMTL SHEET METAL A,F.F ABOVE FINISHED FLOOR ELEV, ELEVATOR Mlo MOUNTED SIM SIMILAR BET BETWEEN ENCL ENCLOSURE Mil. METAL SPECS SPECIFICATIONS BLDG. BUILDING EX'G EXISTING MW MICROWAVE S~. STEEL C.J, CONTROL JOINT GALV GALV~IZED N.T.S. NOT TO SCALE S,S. STAINLESS STEEL CLG. CEILING GL. GLASS N,I.C. NOT IN CONIP~CT TE TRASH RECEPTACLE CMU CONCRETE MASONRYUNIT GWS. GYPSUM WALL SOARD OP'NG OPENING I'YP, TYPICAL COL COLUMN SBT. HEIGHT PL, L~. PLASTIC LN,41NATE U,O.N. UNLESS OTHERWISE NCTEO PLYWD PLYWOOD V,C.T. VINYL COMPOSITION TILE CONC CONCRETE H,M. HOLLOW METAL PlO PAINTED V,l,F. . VERIFY IN FIELD C.T, CERAMIC TILE ICE ICEMAI(ER REF, REFRIGERATOR WD WOOD BET. DETAILS iNFO. INFORMATION REQ'D ,REQ~IJ?ED DWGS DRAWINGS ~ MAXIMUM SECT SECTION REScheck Software Versmn 4,4; 1 [`compliance Certificate .. // ~, ~eslde~ce / t RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE, ELECTRICAL INSPECTION REQUIRED YED AS NOTED :)lNG DLPARTMENT AT : :-,~ AM TO 4 PM FOR THE ~NSPECTION8 t .r-, rION ~ TWO REQUIRED [.oF Po IRED CONCRETE 2 RO ;H RAMING PLUMBING, ELECTRICAL & CAULKING 4 F/,~'d--( NSTRUCTION & ELECTRICAL FORCO ALL CORST ~EET THE REQUIREM 3 OF THE COBES OF NEW NOT RESPONSIBLE FOR I ERRORS, OF COMP WITH ALL CODES OF :{K STATE & TOWN CODES IRED AND CONDITIONS OF SOUIHOLD TOWN ZBA SOUTHOLD TOWN~LANNING BOARD SOUTHOLD TOWN TRUSTEES __ N,Y,S, DEC oCCUPANCY OR US[ IS UN WFUL OUT CERTIFICATE )CCUPANCY ON L ORR7 SUI EX( ~IBER OERTIEICA TION =.AB CONTENT BEFORE =~C~ TE OF OCCUmNC Y DER USED IN WA TER ~L Y SYSTEM CANNOT EED 2/IO OF 1% LEAD. Data file~me: r: Io~c,ment~ en~ Set{mg¢!J~hn Be~g~e~kJ0p My Otopb~ BE~0 D~Si~ 21B~ ~ste n~Re~, ~hae[{ ~1( ' paget o '4 :BERGDESIGN - ' 7SI1Tst U RVEY' SlT I:?RA II12 E tST' NOTES AND ENERGY CALCULATIONSA,O & I'""t/'"~l I,'-rr'/"'¥'T'l Ir't~ 88 OLD STONE HIGHWAY EASTHAMP,ON NEWYORKll,37 Tel. 9173288905 NBINAEANRDNwASRRTENEBIRNNsTERINE20SgI~DKEEDNRIvCE, sEouTHOLD, NEW YORK11971 TEL: 91 O , Augustl,th 2011 /.~HI ,~mm~-[ ,Il il-ir- PROGRESS PRINT Septemoer17th, 2011 SOALE' As Noted · J= ~"'~ = ===~--~" '~ PERMITSET September30th, 2011 RE~NO;120 LEGEND EXISTING TO REMAIN TO BE REMOVED FLOOR TO BE REMOVED DEMOLITION NOTES 1) ALL DEBRIS TO BE REMOVED AND CARTED AWAY IN ACCORDANCE WITH ALL APPLICABLE LAWS. 2) ALL DUMPSTERS TO BE LOCATED WITHIN THE BOUNDRIES OF THE PROPERTY LINE AS DEFINED BY THE BUILDING AND ZONING CODES. 3) PROTECT FOUNDATION,EXISTING WINDOWS, EXISTING LOLY COLUMNS AND GIRDER DURING DEMO~ 4) ALL EXISTING DECK FOOTINGS TO BE REMOVED 3'-0" 11 '-0" GARAGE/MECHANICl ----~ GARAGE DOORS TO BE REMOVED SECTION OF CONC BLOCK FOUNDATION TO BE REMOVED GARAGE DOORS ~ EXISTING GIRDER, LOLY COLUMNS TO BE REMOVED AND FOOTINGS TO REMAIN ZALL EXISTING MECHANICAL TO BE REMOVED U.O,N 7 ZALL SUPPORT FRAMING FOR EXISTING JACUZZI ABOVE TO BE REMOVED 7 EXISTING WINDOW TO REMAIN EXISTING WINDOW TO REMAIN TOP PLATES AND EX STING ANCHOR BOLTS TO BE P_--MOVED LIVING ROOM · DINING ROOM / DECK ,' KITCHEN NOTE: REMOVE WALLS ROOFS, PARTITIONS, DECKS, DOORS, WINDOWS, AND ~;S80ClATED PLUMBING, ELECTRICAL, MECHANICAL, FLCrURES & FITrlNGS AS SHOWN Z-~.' open to below / NOTE: REMOVE WALLS, ROOFS, PARTITIONS, DECKS, DOORS, WINDOWS, AND ASSOCIATED PLUMBING, ELECTRICAL, MECHANICAL, FIXTURES &FITflNGS AS SHOWN EXISTIN~ GARAGE DEMOLITION PLAN (~) SCALE: 1/8" = 1-0" GALVANIZED STEEL RODS 4'-0" 0 C. (~ FIRST FLOOR DEMOLITION PLAN s~: iTs'm ~'--~ (~ EXISTING SECOND DEMOLITION FLOOR PLAN ~ ~0~ I1: b, 1 (~) RAIL ROAD TIE RETAINING WALL [I. 6 X B PRESSURE TREATED HORIZONTAL TIMBERS, LAY WiTH OVERLAPPING JOINTS, FILTER FABRIC GRAVELFLL FOR DRAIN 4' PERF PVC DRAIN ALONG LENGTH OF WALL SET ON UNDISTURBED S01L (~NEW SANITARY SYSTEM CROSS SECTIC)N (~NEW SANITARY SYSTEM RC RETAINING WALL BERGDESIGN . N~NAEANRDNwASRRTENE~IRNNST~NE2~I~DKEEDNR~vCE, sEouTHOLg, NEWYORKllO71 TEL G17515481~ ..OG.ESS..,.T ~u.u.,?~OLITION PLANS AND SITE WORAKu ~IhAI2~ AO 2 ARCHITECTURE ssOLD STONE HIGHWAY EAST HAMPTON NEW YORK11937 Tel. 9173283905 : pPERROMGI'~%SESTPRINT ieeU:mm;:;;~hh:[;1,; SOtRLEE~A~oN:(~e,o I CANTILEVER t8'-11" FTT-I-FTV-F¥¥-I-F DECK SURROUND "BUNOCUT' -- ACCESS DOOR OUTLINE OF DECK ABOV~ ii . DECK JOISTS I NEW STNR AND FOURDATI~ -- EDGE OF EX~RioR WALL A~VE DECK SURROUND LEGEND / h~RDIE-P~EL EKISTING CONC BLOCK FOUNDATION r~ NEW REINF CONCREFE FOUNDA'TTON ~ STAIR O0--2 WOOD FLOORING DIR£CTION~ 12 TREADS ~ 11 1Y2" = 11'-8" 3'-8" 3'-8" 3'-8" 14'-g" )N DECKING r~ DECK LINE INDICATES ROOF ABOVE ENTRY STAIR NEW SS C~LE RAIL~ 13'-2" 11'-07 2'-10" CEIUNG Pm. ' NEW 11~' FLOOR JOI 10 ON 2'x2'xlO"RC FOOTING X DENOTES AREA PORCHABOVE ACCESS DOOR ~ CEDAR SIDING DECK SURROUND INEW ~ LOOR JOISTS NEW STRUCTURE NEW FLOOR JOISTE 11~ TJI JOISTS 16" EXISTING (4) 2 x 1o GIRDER NEW S1~ COLUMN ON~ GARAGE oo_~ EXIST lOlY COLUMN NEW RC FOOTING RENDER SLAB SMOOTH & LEVEL WITH EXISTING 13'-10~" NEW3'x~xE' ~ '~ RC PAD on 8" LEVEL GRAVEL ABOVE GRADE 3" DIALOLY COLIUMN TYP, ON ALL SIDES O0 0 NEW Ell COLUMN ON NEW RC FOOTING RENDER SLAB SMO{OTH & LEVEL WITH EXISTliflG DAMP PROOF ~ EXIST CONC BLOCK FOUNDATION wi BLACK BITUMINOUS COATING ADDITION SCALE: 1/4"= 1'-0" 2"x6'FRAMING ~U~N'E-OF DE~ ~0~ -- - 6'-7~" NEW FLOOR JOISTS m 11~ TJI JOISTS ~ | 16" O,C. [/ -- IEWE'x 12' RC PIER FRAMING 6'-72~' 6'-77 IAMEDFLOOR ABOVE PITCHTOCENTALDRAIN PE'xl~ RCPIER RIDGID INSULATION FLOOR TO CEILING HERMAFIBER SOUNDA~ENUATING BLANKET ~BUILDINGFE~ BLOCK FOUNDATION 3'-10" EXISTING WINDOW 4x4PTPOSTE ON2x2'xlO'RC LOCATE FOOTINGS UNDER CORNERS OF SP,~ DECKSURROUND 'HERMAFIBER SOUND ATI'ENUATING BU~I~T ,0 LB BUILDING FELT 235 WATERPROOF MEMBRANE AT SHOWERW.~.S EXTENT OF EXISTING FOUNDATION 6'-t07 L ELEVATIONS 'GWB ' PLYWOOD <~ 5-1/2" EXTERIOR WALL t" CEMENT BOARD -'COMMENDED SETFING BED. GROUT COLOR TED BY ARCHITECT ~ 5-1/2" EXTERIOR WALL K~ 5-1/2" EXTERIOR WALL I ELEVATIONS N'TrENUATING BLANKET VAPOR BARRIER 2'x 4' FRA~NING ~ATERPROOF MEMBRAN)E AT SHOWER WALLS 1/2"CEMENT BOARD [EC(OMMENDED SEI'rlNG BED. 6RO)UT COLOR TBD BY ARCNITE~T 8" C lES xB"FRAMING SOUND ATFENUATmNG BLAN{~'T ELEVATIONS ~'GWE PLYWOOD <~ 5-1/2" + FURRING EXTERIOR WALL Scale: 1-IN" = 1'4~ 3 TREADS w~c BEDROOM LINE INDICATES FLOOR ABOVE LIVING RM 104 OU'~INE OF FOUNDATION BELOW DIRECTION SCREEN PORCH ~ DINING RM lOJ DECKING ~ (~)~ 10~7 DIRECTIONq HAU. 102 ~ CL~ST ~NDRY DOWN SPOUT 14'.-9" 71/4" _NEW SS CABLE RAIL ~F ROOF ABOVE DECKING [~ DECK DIRECTKDN~ '~, ! w_c lOJ FIRS%I LOOR PLAN SCAL~:~ 1'-0" SOUND ATFENUATING BLANKET <~ 3-1/2" INT PARTITION Scale: 1-112' = 1'-8' MEMBRANEATSHOWERWALLS THERMAFIBER SOUNDATFENUATING BLA~NKET SET'TING BED. GROUT COLOR l~D BY ARCHITECT ~ 3-1/2" INT PARTITION KITCHEN DOWN SPOUT L 5-1/2 INT PARTITION DN 2" X S" FRAMING 'GWE THERMAFIBER SOUND ATTENUATING BLANKET WALL TYPES SCALE: AS N-TD-~-E~- BERGDESIGN BERNSTEIN RESIDENCE PRINT & FIRST FLOOR CONSTRUCTION PLANS A03 m ............ ,....-u,~.u.,~v :,~-ru^~.~o'rn~., ~.l='.~'vn~ '~ o I' 173283905 NNAANDWARRENBERNSTEIN 2095 ~KE DRIVE, SOUTHOLD, NEW YORK11971 TEL: 9175154611 PROGRESS Ag t ~, 011 August12th 2011 A B ~ M mT ~ ~T H R .~ ~LM om~.= nl~nvv~, =~m m ,~mvm.m~, .......... K. 1.37 Te. 9 ' PRO..ESS PRINT September 17th, 2011 SCALE: AS Noted ~1 tUl II/bVm~m ~ PERMITSET September 3~. 2011 REFNO:120 ~ ¢ I I t'-9" I i ' lO °2 13'-2" EQ EQ Q Q ~ 71" NEWSS~LE ~IL~ ~ DECKING ~ DECK 5' 111" ~ ~, ~ DIRECTION I~ ,- ~NE~ ~ /~I,~ ]" ' ' ~LL BEDROOM ~ ; ~ / / / ~ ~ DEN ~,~ ' I-'- ............. , ~ ' :'~/ v ~ ' ~ ~ ~ ",~ FLOWING ~ BEDROOM ~ ~ ,,~ ~',,~ ~ BEDROO~M F-~ /7 ~ I ~owN~ .......... I ~ j /' '~,' --~ :~:', / ~ , ' 1 ....... ~ ! ,11, ,11, ,I. ~' ,ll~ ,h, II , ,I F , dl, I1" I ~% ......... :::::::::::::::::::::: ,.,. .... ZZZ_ --:: ~ .ZZZZZ ............ =;=~ ~ ................. i[~i ............ I I PARAPET ~NEW GLUE DOWN EPDM LOW REFECTANCE ROOF MEMBRANE 7 ROOF ON"~N EW INSULATED SS CHIMNEY w/CAP ROOF ROOF ~NEW GLUEDOWN EPDM LOWREFECTANOE ROOFMEMBRANE7 POUT -NEW 6" ALUM Y2 ROUND GUTTER NEW UNPAINTED 5" ALUM D NEW UNPAINTED ALUM SCUPPER AND 5" DOWN SPOUT / (~}~LOOR PLAN SCALI~ = 1'-0" _J L / e L ~F PLAN BERGDESlGN . BERNSTEIN RESIDENCE SECOND FLOOR & ROOF CONSTRUCTION PLANS A04 & I'-~"~,1 I~'I-I-'~'~"r"l II'~Jl''' 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK11937 TEL9173283905 NINAANDWARRENBERNSTEIN 2095 LAKE DRIVE, SOUTHOLD, NEW YORK11971 TEL: 9175154611 PROGRESS PRINT August12th, 2011 August12th 2011 L.t I-.~! .l"lI/lI[ ./I I1~1--' PROGRESS PRINT September17th, 2011 SCALE: As Noted fll [VI I I/iV/v i · PERM[TSET September30th, 2011 REF NO: 120 ~ /~.~ 3 S?~ LIGH~ MTO IN S~R TR~DS(3x ~ ) ~- N~DIE.P.~EL CEILING PTD,~ GN~GE O0 OPEN POSITION GROU,N FLOOR REFLECTED CEILING PLAN To ~~:¥_o~ #1 T&G~ ~ ~ ~' CEDAR CEILING . GW~ ~ ~ GWE/~ WC ~) -- CLOSET ~// PARTRY/LAUNDRY / BEDROOM ~ 1~ I CBLING / --~ I I I ~ ~ ~ CEILING HT.V~IE8 ~ W~L W~HER8 ~OVE [ m W~L WASHERS ~0~ / CEILING Pm,~ LINE OF R~OVE / DECK FIRST FLOOR REFLECTED CEILING PLAN SCALE: 1/4~ ~ 3 S~P UGHI'8 Ull) IN BTAIR TREADS(3x E~ ) ~-~-"~-<F ~ 2SI'B3U~TSMII)IINSTAIR TREADS(2x ~ LIGHTING and CEILING FIXTURE SCHEDULE SYHBOL TYPE OF RXTURE MANUFAC'RJ~R I MODE. NO. NOT~: [] BATHROOM FAN NUTONE QTRENO80 ULTRA SILENT SERIES ~ RECESSED WALL WASHER (LOW VOLTAGE) TED 0 RECESSED DOWN LIGHT (LOW VOLTAGE) TED ~ RECESSED DOWN LIGHT - WET LOCATION TED O DECORATIVE PENDANT TED RECESSED DOWN LIGHT - WET LOCATION UTILITY FIXTURE SURFACE MTD TED 4' FLOURESCENT UTILITY FIXTURE (~ MONOPOINT FIXTURE-INT TBD (~) DECORATIVE WALL SCONCE- INT TED (~ DECORATIVE WALL SCONCE- INT TBD SWING ARM LAMP HEIGHT ~) WALL SCONCE- EXT TBD (~) FLOOD LIGHT EXT TED (~) WALL SCONCE- EXT TED E~ WALL MOUNTED STEP LIGHT - EXT TED ~ SMOKE DETECTOR/ TED CARBON MONOXIDE SENSOR-SURFACE ~ UNDER CAB FIXT JUNO (5) 14' UPX214 PRO ZENON WHITE ~ EXTERIOR DOWN LIGHT TED TRIM HALO 3011WH FAN [] FAN CONTROL ~ SWITCH LUTRON DECORA WHITE ~ 3 WAY SWITCH LUTRON DECORA WHITE ~4 4 WAY SWITCH LUTRON DECORA WHITE ¢o DIMMER SWITCH LUTRON DECORA WHITE ~ SWITCH WITH INTEGRAL TIMER FUNCTION LUTRON DECORA WHITE ~ JAMB SWITCH ~) SPEAKER WIRE TERMINATION LOCATION TB[D NOTE CONTRACTOR TO HARK OUT ALL ELECTRICAL DEVICE AND SWITCH LOCATIONSi FOR CUENT APPROVAL BEFORE INSTAU. A'llON ~ ~ DI~CTION DB ~ / ~ F NEWSS ~LE ~L~ NEWSS~LE~L~ 207 o~ / ~ / ~ GWB CEILING SECOND FLOOR REFLECTED CEILING PLAN DOWN SPOUT BERGDESIGN . . .,~ ~.,~..l~--..'..~m ar-,~ 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK11937 Te1'9173283905 NINAANDWARRENBERNSTEIN 2095 LAKE DRIVE, SOUTHOLD, NEW YORK11971 TEL. 9175154611 PROGRESS PRINT August12th, 2011 August12th 201l ~1._~' 'l,.,ll/I.-.I '/I 11-41-= ' PROGRESS PRINT SeptemberlTth, 2011 SCALE: As Noted /-~1 IV I m mmt...~./lU I t ~- PERMITSET September30th, 2011 REF NO: 120 STAR HOUSS WASTE FULLYLINEDWI~ G~ II ~ 4' SOIL DOWN FROM j ABOVE GARAGE ELECTRICAL PANEL TO BE RELOCATED & UPGRADED AS REQ'D (~ROViDE SPEC) VERTICAL DUCT CHAS~' "-,,.,.. 4' S01L DOWN FULLY LINED W/~'GWB ~FROMASOVE ''' ' ' 'r.. N~ B' X 3' X ff "'... RC PAS ~.,.e./.~4" S01L DOWN FROM ASOVE O0 [ NEWAC CONDENSER LOCATION [] co VERTICAL DUCT CHASE FULLY LINED WI~' GWB NEW HIGH EFFICIENCY LP BOILER ( PROVIDE 11 CIRCUIT) NEWWALLMTB TAN~ESS MOTWATER HEATER ~) GROUND FLOOR PLAN SCALE: 1/4"= 1'-0" ~EDROOM B (~ FIRST FLOOR PLAN SCALE: 1/4'~ 1'~ I I I STNR t04 CLOSET 4." SOIL SOUNd. LIVING R~ [] I © © © 10~3 PAN~RY~L~UNDR¥ ~ L DOWN FROM ABOVE KITCHEN GFI ' FURNITURE SHOWN FOR ELECTRICAL LAYOUT PURP0SESONLY I , . I B NEW TOILET I NEW SINK ', NEW BATH TUB- ! NEW TOILET BEDROOM 20J DECK r-r-1 HALL WC il STNR 20~2 BEDROOM 20j WC 2O4 ~ND FLOOR PLAN WC 207 BEDRO~ rll WC 204 NEW TOILET NEW SINK NEW DRAIN 1 1/2" WC 100 WC 103 LAUNDRY 10! KITCHEN 106 SECOND FLOOR 1/2" 1/~" ~I NEW SINK-J NEW BATH TUB~ NEW DP, AZ ir TO EXISTING SEPTIC SYSTE~ 1/2" .,/ ' 1/2" NEW DRAIN HOUSE TRAP ~EW DISHWASHER FIP, ET FLOOR GRADE ~ sP~L, LUE:~,B!~.oG. RISER DIAGRAM POWER SYMBOL LEGEND <~ NEW RECESSED TELEPHONE JACK <:~D NEW RECESSED DATA JACK 15' AF,F. UON. · NEW RECESSED TELEPHONE JACK 52" AF,F. UO,N, 120V RECESSED DEDICATED WALL OUTLET COORDINATE WITH EQUIPMENT REOUREMENTS 120V RECESSEB BUPLEX WALL OUTLET MOUNTED @ 15" A,F,F, U,O,N, ~ 120V RECESSED DUPLEX WALL OUTLET MOUNTED ~ 42' A,F.F, U,O,N, ~ 120V REOESSEB DUPLEX WALL OUTLET GFI MOUNTED @ 15" A,F,F, U,O,N. 120V RECESSED DEDICATED DUPLEX WALL OUTLET GFI MOUNTED @ 42" A,F.F, UON ~* ~ NEW 220V RECESSED DUPLEX WALL CUTLET MOUNTED ¢ 15" AFF, UON :~ 120V RECESSED QUAD WALL OUTLET MOUNTED @ ~5' A,FF, U,O.N ] 120V RECESSED DUPLEX FLOOR OUTLET ~ NEW WALL MTD JUNCTION BOX SWITCH DIMMER SWITCH [] CEILING FAN CONTROL [] CABLE TV OUTLET THERMOSTAT [] EXHAUST FAN CONTROL PLUMBING NOTES & LEGEND HOSE BIBB .............................. PLUMBING ....... GAS PIPING NOTE: ALL NEW PLUMBING TO TIE INTO 4" PVC WASTE LINE IN GROUND FLOOR SPACE TO NEW SANITARY SYSTEM. PROVIDE AND INSTALL NEW 500 GAL UNDERGROUND PROPANE TANK AT LOCATION SHOWN AND ALL ASSOCIATED PIPING,VALVES, REGULATORS TO CONNECT TO RESIDENCE, MECHANICAL NOTES & LEGEND PROVIDE AND INSTALL NEW FULLY OPERATIONAL HEATING AND COOLING SYSTEM. TEST AND BALENCE SYSYEM AFTER INSTALL. COMPONANT SPECIFICATION: CONVENTIONAL GAS BOILER PROVIDE AND INSTALL ALL ASSOCIATED, CONTROLS, WIRING, PLUMBING, MANIFOLDS, LP CONVERSION, SIDE WALL VENTING AND OUT DOOR TEMP RESET CONTROL AND ASSOCIATED PARTS. BUDERU8 GA124-30 123,000 BTU OUTPUT AIR HANDLER PROVIDE AND INSTALL NEW AIR HANDLING UNIT, CONDENSER AND ALL ASSOCIATED CONTROLS AND PARTS. TANKLESS HOT WATER HEATER PROVIDE AND INSTALL ALL ASSOCIATED, CONTROLS, WIRING, PLUMBING, MANIFOLDS AND ASSOCIATED PARTS. RINNAI RL941 PROVIDE NEW DUCT WORK WITH SOUND ATTENUATING LINING TO NEW GRILL LOCATIONS NEW GRILLS IN WOOD FLOOR - FLUSH WOOD GRILLS MATCHING FLOOR COLOR GRILLS IN TILE FLOOR - BRUSHED ALUM LOUVER I=--I PROVIDE AND INSTALL NEW GRILL AT NEW LOCATION BERNSTEIN RESIDENCE GROUND, FIRST FLOOR & SEOOND FLOOR POWER & MEOHANIOAL PLANS A06 R R DESIGN A~'"'"~,~""'~IiI~.-,,.-rlInE 88 OLD STONE HIGHWAY EASTHAMPTO PROGRESS PRINT September17th, 2011 SCALE. AsNoted ~--,~i, ,~.~ , r N NEW YORK11937 Teh 917 328 3905 NINAANDWARRENBERNSTEIN 2095 LAKE DRIVE, SOUTHOLD, NEWYORK11971 TEL: 9175154611 PROGRESS PRINT August12th, 2011 August!2th 2011 AH~.I-I I/EL../U I~ r- PE...TBET Septembe¢~0th, 2011 REF NO: 120 _~_BRMOOF HIGH POINT 23'-3" ~BRMOOF MID POINT 21' 3" ELEV. 44'-4" -- ALUM CLAD TO MATCH WINDOW COLOR DOUBLE WALL INSULATED SS CHIMNEY DOUBLE WALL INSI ~%R00F HIGHPOINT 23'-3" SS CHIMNEY ~ BM ELEV, 46,4" ....................................................................... ~,R00F MID P01NT 2¢3" 12 ...................................... _1_ '1/2 _~--~- ~'aM ELEV, 44'.4" 8 SQ. FT. ESCAPE AREA SCREEN PORCH ~_B~ST FLOOR fi-O" ELEV. 23'4' ~BGMARAGE FLOOR ,~..4" ELEV. 14-7 -- 10" DIA RC COLUM STAIR SUPPORT SOUTH ELEVATION -- CEDAR SHINGLE SIDING --ALUM GUTrERAND DOWN SPOUT 8 SQ. FT. ESCAPE AREA RAILING 3GANY DECK FASCIA GRADE ELEV: 20'-0' lx3 #2 CEDAR SIDING 6" 1/2 ROUND ALUM GUTTER -- AND 5" DIA DOWN SPOUT _~B~COND FLOOR 9'-5' EL ,32' ALUMSCUPPER ANDDOWN SPOUT -- #1 CEDAR BEVEL SIDING SS CABLE RAILIN< ,~'xFIRST FLOOR 0'-0' kll~ BM ELEV. 23'-1" GRADE ELEV: 20'-0' 18" PERFECTION R &R WESTERN RED CEDAR SHINGLE SIDING v~ GU'II'ER AND DOWN SPOUT CLEAR CEDAR FASIA SIDING , , EXAUST HOOD BOILER EXHAUST EXPOSED CONC BLOCK VENT &VENT IFOUNDATION I GARAGE FLOOR -3'-4" P'BM -- #2 CEDAR SIDING CLEARICEDAR FASCIA ELEV. 14'-7" ................................................................................................................................ WEST ELEVATION SCALE: 1/4"= 1'-0" ~BR~OF HIOH POINT _23'-3" ELEV. 46.4" ~BRM00F MID P01NT 21'3" ~T.O, ROOF 19-111 , __~ BM ELEV. 43.2 ALUM GU i i ER AND DOWN SPOUT SS CABLE RAIL CLEAR RED CEDAR BEVEL SIDING 5"WIDE FT. ESCAPE AREA ROOF HIGH POINT 23'-3" ELEV, 46'.4' ROOF MID POINT 21' 3" ELEV. 44'.4" ~T,O. ROOF 19-11" ~'BM ELEV. 43'-2" #1 CEDAR BEVEL SIDING -- DOUBLE WALL INSULATED -- SS CHIMNEY --CEDAR SHINGLE SIDING --ALUM GUTTER AND DOWN SPOUT ~BEMCOND FLOOR 9'-5" EL V. 32' ~FIRST FLOOR 0'-0" ~'BM ELEV. 23'-1" 18" PERFECTION R &R WESTERN RED CEDAR SHINGLE SIDING ~BS~COND FLOOR g'-5" ELEV. 32'-6' SS CABLE RAILING ~B~ST FLOOR 0'-0" SCREEN PORCH SS CABLE RAILING GRADE ELEV: 20'-0" ~BGMA~GE FLOOR -8'4" CLEAR CEDAR FADCIA #2 CEDAR SIDING lx3 ( NORTH ELEVATIC)N 1/4"-= 1'-0" STEP LIGH'I MAHOGANYTREADS & RISERS ~,GARAGE FLOOR -8'.4" ~'BM ELEV, 14'-7" STEP LIGHT EAST ELEVATION SCALE: t/4"= 1L0" -- BLIND CUT UNDER DECK ACCESS FOOR -- .3ARAGE DOOR CLAD w/ #2 CEDAR SIDING 10" DIA RC STAIR SUPPORT COLUMN #2 CEDAR SIDING BERGD BERNSTEIN RESIDENCE ELEVATIONS ARCH 88 OLDSTONE HIGHWAY EAST HAMPTON NEWYORK 11937 Te1:9173283905 NINA AND WARREN BERNSTEIN 2095 LAKE DRIVE, SOUTHOLD, NEWYORK 11971 TEL: 9175154611 PROGRESS PRINT ^ugust12th, 2011 August 12,h 2011 PROGRESS PRINT September 17th, 2011 SCALE: As Noted PERMIT SET September 30th, 2011 REF NO: 120 A07 EPDM ROOF MEMBRANE R 38 BATT INSUL R 19 BATT INSUL FASC RAILING 14" TJI JOISTS @ 16" C.C. -- 3/4" SUBFLOOR WITH HARDWOOD T&G FLOORING 11 7/8" TJI JOISTS @ 16" C.C. ~B~C0ND FLOOR EL ,32' BEDROOM 200 DEN 202 11 7/8" TJI JOISTS @ ~BIMRST FL00R !i'0" ', GARAGE DOOR .~BGMA_BGMARAGE FLOOR ,-8~" 4" THICK REINFORCED CONC SLAB PITCH TO DRAIN TOWARDS GARAGE DOORS POUR CONCRETE FOOTING 36" BELOW GRADE DOUBLE WALL INSULATED SS FLUE 14" TJI JOISTS @ 16" C.C. -- R 38 BATT INSUL -- R 19 BATT INSUL-- BEDROOM 109 ADDITION <--- ~ EXISTING (4) 2 x 10 GIRDER EXISTING E LOLY COLUMNS GARAGE 001 WC 103 NEW 4" x 4" STL COLUMN ON NEW 2'-6" x 2'-6" x 12" RC FOOTING LONG SECTION LOOKING NORTH 200-, 205 BED ROOIV/I 109 ~B~C0ND FLOOR 11 7/8" TJI JOISTS -- @ 16" C.C. 11 7/8" TJI JOISTS -- @ 16" C.C. ~B~ST FLOOR 0'-0" R 30 BATT INSUL ~BG~ARAGE FLOOR ,-8'4" PANTRY/LAUNDRY 105 PREFAB WOOD BURNIN6 FIRE PLACE APPLIANCE TO CONFORM TO NYS ENERGY CODE AND BE UL LISTED LIVING 104 ¸iii --EXIS lNG CONC BLOCKIIi! FOUl DATION EXISTING GIRDER ~EXISTING I COLUMNS 2X10 GARAGE 001 -'EL LOLY NEW 4" x 4" STL COLUMN -- ON NEW 2'-6" x 2'-6" x 12" RC FOOTING LONG SECTION LOOKING SOUTH ....... --~'ADDITION -- NEWRC FOUNDATION -- #2 CEDAR FACING 4'1 THICK REINFORCED CONC SLAB NEW CONCRETE FOOTING POUR 36" BELOW GRADE PROVIDE CONTINUOUS MANUFACTURED VENT STRIP & FLASHING @ RIDGE ~BR~00F HIGH P01NT 23'-3' ELEV. 46'.4" ~.ROOF 1g-11" [LEV~' R 38 BATT INSUL EPDM ROOF MEMBRANE ON TAPERED RtDGID INSULATION PITCH ~" PER FOOT 9.5" TJI JOISTS @ 16" C.C. 9.5" TJI JOISTS @ 16" C.C.. ~[~_C0ND FLOOR !'-!" 'fl~Ba ~2'~~ R 19 BATT INSUL 3/4" SUBFLOOR WITH HARDWOOD T &G FLOORING t 1 7/8" JOISTS @ 16" O.C, R-30 BA']-r INSUL ~BIMRST FLOOR 0'-0" ELEV. 23'-1' 4" THICK REINFORCED CONC ~ SLAB ON GRADE REINF CONCRETE ~B~ARAGE FL00R -8'-4" ELEV. 14'-7' 12 ~ 11/2 FURRED DOWN GWB CEILING VENT EVE W/CONTINOUS SOFFIT INTAKE SLOT, SCREENED FASCIA MTD SS CABLE RAILING EXISTI(4) 2x10 __1 GIRDER EXISTING 3" DIA, 002 L ---~TEEL LOLY COLUMNS GARAGE 001 2 x 10 PT DECK JOISTS @ 16' C.C. (2) POSTS ON CONC PIER FOOTINGS TO 36" BELOW GTADE #2 CEDAR SIDING SS CABLE RAILING SECTION LOOKING EAST ~BE~OOF HIGH POINT 23'-3' ,7 % _~MOOF ~ID POINT 21'3" ~ ELEV, 44"4" 'N, R 30 BATT INSUL 14" TJI JOISTS @ 16" O.C, I PROVIDE CONTINUOUS MANUFACTURED VENT STRIP & FLASHING @ RIDGE --R 19 BA'I-F INSUL PTDHARDIBOARDSOFF CONCEAL FASTENERS CAULKJOINTS VENT EVEW/CONTINOUS SOFFITINTAKESLOT, SCREENED DOWN GWB ¢ ILING BEDROOM WC 205 203 BEDROOM 20O ~;ISEC0ND FL00R 9'-5" BM ELEV. 321-6' - 11 7/8" TJI JOISTS @ 16" c.c. FRAMED SCREEN PANELS RUBBER ROOF MEMBRANE ON TAPERED RIDGID 10,8 BEDROOM 109 INSULATION PITCH 1/4" PER FT. ~B~ST FLOOR 0'-0" 9,§" TJI 11-7/8' TJI GARAGE NEW 2"' D b01 INSUL ~BGMARAGE FLOOR -8'4' ELEV, 14'-7" WALL FURRED OUT 4" FOR PLUMBING IN EXTERIOR WALL SIDING i i EAST ELEVATION BERGDESiGN BERNSTEIN RESIDENCE I 14 SECTIONSA0 A I--'t~'~l II"l'r/'~'l-I II--)~ 68 OLD STONE HIGHWAY EAST HAMPTON NEW YORK11937 Te1:9173283905 NINAANDWARRENBERNSTEIN 2095 LAKE DRIVE, SOUTHOLD, NEW YORK11971 TEL: 9 75 5 611 PROGRESS PRINT August12th, 2011 August12th 2011 z..~ I,-~l .I--II/i--I .Il PROGRESS PRINT September17th. 2011 SCALE: As Noted RI i%.~1 II/bV/v PERMTSET September30th, 2011 REFNO:120 ~ BM ELEV, 46.4" - ........................... ~'~T,O. ENTRANCE ROOF _1_9'_-1_1_" ...................... ~ ~'BM £LEV. 42,8' ', EPDM ROOF MEMBRANE ON TAPERED RIDGID INSULATION PITCH Y~" PER FOOT 9.5" TJI JOISTS (~ 16" O,C.- 11 7/8" TJI JOISTS @ 16" C.C. ~SECOND FL00R 9'-5" _ ......................... ~-~ aM ELEV. 32'-6" R 19 BATT INSUL 3/4" SUBFLOOR WITH HARDWOOD T&G FLOORING 11 7/8" TJI JOISTS @ 16" C.C. FIRST FLOOR 0'-0' ELEV. 23'-1" \\ OUTSIDE DECK 2~1AIR #2 CEDAR SIDING #1 CLEAR CEDAR FASCIA ~L,,~AP, AGE FL00R ~'BM ELEV. 14'.7" (~) LONG SECTION LOOKING NORTH STAIR 101 STAIR 002 T-- * IPPER & DOWN SPOUT PARTITION _~0F HIGH POINT _23'-3" ELEV. 46.4" ~ROOF MID POINT 21' 3" BM ELEV, 44'4" (~SECOND FLOOR 9'-5" BM ELEV. 32'-6" (~FIRST FLOOR 0'-0" ~- BM ELEV, 23'-1" ' ' #2 CEDAR _(~;~_RAGE FLOOR -B'-4" ~ "~ BM ~4'~ ) DINING F 107 LIVING RM 104 DECK 11-7/8' TJf xl01 @ 16'O, PT GIRIDERS ON4X4. CONC TO 36" BELOW GTADE GARAGE 001 NEW 2"THICK RID( INSUL I I (~ CROSS SECTION LOOKING WEST SCALE', 1/4"= 1'-0" ID -- R19 BATT INSULATION ROOF MEMBRANE ON TAPERED RIDGID INSULATION PITCH Y4" PER FOOT BEVELED CEDAR SIDING ROOF MEMBRANE ON TAPERED RIDGID INSULATION PITCH ~" PER FOOT ENTRY DECK ~2 SIDING i SCREEN PORCH 108 i , cLEARIcED ~R COLUMN FACING × CEDA SCFL_E__E__N_DOQ.R_ ..... / ....... _F__I~_ ME_ .......................... · * FURN ELECT~ PURPO (~ ENLARGED PARTIAL PLAN: SCREEN PORCH (~ ELEVATION: SCREEN PORCH SCALE: 1/2"= 1'-0" I _ FIBERGLASS%-.,.., SCREEN I , (~ ELEVATION: SCREEN PORCH SCALE: 1/2"= 1'-0" 3~,, x 3~,, EXTRUDED ALUM "MINI TRACK" BY SCREEN TIGHT, BRONZE FINISH, TYP. 2 X4 SPANISH CEDAR 5" STEEL COLUMN ( SEE STRUCT DWG's) 1 X CLEAR CEDAR COLUMN FACING 2 X3 NOMINAL SPANISH CEDAR 2 X4 SPANISH CEDAR (~ DETAIL SCALE: 1 1/2" = 1'-0" 3'-0" X 8-0 SPANISH CEDAR SCREEN DOOR BERGDESIGN BERNSTEIN RESIDENCE Au us 12h 2oliSECTIONSAC 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK11937 Te1:9173283905 NINAANDWARRENBERNSTEIN 2095 LAKE DRIVE, SOUTHOLD, NEW YORK11971 TEL: 9175154611 PROGRESS PRINTAugust12th, 2011 § t t CONTINUOUS PARAPET VENTING CEDAR SHINGLES CORROSION RESISTANT SCREEN CONTINUOUS LEAD COATED . METAL (1/4" MAX OPENINGS} COPPER FLASHING RUBBER ROOF MEMBRANE- COPING ;ONTINUOUS LEAD COATED CANT STRIP WR GRACE ICE AND WATER SHIELD ~_. ROOF 19 -11" COPB_ER__F~_S~UIN_~ '." )ANT STRIP 1 TAPPERED INSULATION WHITE EPDM ROOF METAL COPING ~F' BE ELEV, 43 0UNDERLAY TO PROVIDE ISOLATION OF -TAPERED INSULATION ~ ~OF HIGH POINT 23'-3" METAL FLASHING TO FRAMING -WHITE EPDM ROOF ~ "~ BM ELEV. 46'-4" : UNDERLAY TO PROVIDE ISOLATION OF 30LB BUILDING FELT : -- 7" -- --: -: --: --: --: METAL FLASHING TO FRAMING 2X6 FRAMING ......... z-__-zczzcz--cz---- 1 x 6 CLEAR CEDAR 3~,, PLY WD SHEATHING : _- c c c c c -- -- -- c c c SMARTRIDGE 1 BY 30 LB BUILDING FELT" DCl PRODUCTS WOOD T&G SIDING - ~ R30 BATT INSULATION ~ CEDAR SHINGLE SIDING __ ~. 30 LB BUILDING FELT -- 1/2" GWB 3~,, PLY WOOD SHEATHING -- R38 KRAFT 2 x FURRING FIBERC 1/2" GWB CEDAR SIDING _~B.MO. ROOF 19 -11" ELEV. 43'-0" CONTINUOUS LEAD COATED COPPER FLASHING THROUGH WALL FLASHING EXTENDS 4" (mini PAST WALL EPDM ROOF TAPERED INSULATION 1/4' PER FOOT S R19 KRAFT FACED -- FIBERGLASS INSULAT[0N 112" GWB METALCOPING -- UNDERLAY TO PRov1DE iSOtATION OF METAL FLASHING TO FRAMING -- CEDAR SDING -- 30 lb, BUILDING FELT ~ PLYWOOD SHEATHING -- 2X6 FRAMING LAD COATED COPPER THROUGH WALL SCUPPER )RIP BEYOND SIDING TYP. ROOF DETAIL (~ TYP. R~O~ DETAIL @ EAVE TYP. ROOF DETAIL @ PARAPET (~) SCALE: 1 1/2"-- 1'-0" ~1~" SCALE: 1 1/2"= 1'-0" UNFACED BAll' INSULATION ~BI~ST FLOOR 0'-0" UNFACED BA~-r INSULATION 3/4" PLY WD SHEATHING 30 LB BUILDING FELaF WOOD T&G SIDING NEW 2 x 6 PT TOP PLATES INSTALL TERMITE SHIELD OVER FOAM SEAL NEW ANCHOR BOLTS GROUTED INTO EXISTING CONC BLOCK FOUNDATION FLOOR DETAIL @ FIRST FLOOR ~)_TYP. SCALE: 3''= 1'-0" 1/2" AIRSPACE- CONCRETE FOUNDATION WALL t x 3 #2 RED CEDAR FACE NAILED TO 1/2" THICK VERTICAL CEDAR FURRING @ 24" CC GROUND SLOPES AWAY FROM WALL @ 5% BITUMINOUS DAMPPR~OF{NC -- COATING - ENTIRE EXPOSED FOUNDATION GRANULAR BACK FILL HARD WOOD T&G FLOORING 3/4" PLY SUBFLOOR ON 2X SLEEPERS EXPANDED POLYSTYRENE RIGID INSULATION _~0UND FLOOR 8'-4" ~m'BM ELEV. 14'-7" FILTER FABRIC PERFORATED DRAIN PIPE T&G WOOD FLOOR 3/4" PLY SUB FLOOR 11~ TJI JOISTS @ 16" C.C. STAR oo~2 UNDERSIDE OF STAIR WITH EXPOSED STRINGERS GWB STAIR GARAGE oo~ oo_l NEW RATED DOOR w/SELF CLOSING MECHANISM NEW WOOD DOORSILL ~) TYP. ROOF DETAIL @ SCUPPER SCALE: 1 1/2"= 1'-0" TAPPEREDINSULATION WHITE EPDM ROOF BREATHERVENT · BY KLOSERorSIM < ~ (~P. "FLAT", ROOF DETAIL s-c~., ~ ~-~; ~-o' 6" THICK GRAVEL DRAINAGE PAD ~8 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 ................ PERMIT SET September 30th, ~0~1 REF NO: 120 AHGm,-,,.,mumr- : ' MEMBRANE CONTINUOUS LEAD COATED COPPER FLASHING HALF ROUND ALUM GU'FI'ER CLEAR CEDAR lx6 CEDAR 30 LB BUILDING FELT %" PLY WOOD SHEATHING R30 BATT INSUL METAL COPING UNDERLAY TO PROVIDE ISOLATION OF METAL FLASHING TO FRAMING RUBBER ROOF MEMBRANE WR GRACE ICE AND WATER SHIELD 1 x6 CLEAR CEDAR 14" TJI JOISTS VENT EVE WI CONTINUOUS SOFFIT INTAKE SLOT, SCREENED PTD HARDI BOARD SOFFIT CONCEAL FASTENERS CAULK JOINTS FURRING GWB R30 BA'TT INSULATION CEDAR SHINGLE SIDING 30 LB BUILDING FELT 30" LB BUILDING FELT. DETAIL 1/2"= 1'-0" ~B~C0ND FLOOR 9'-5" %"WINDOW SURROUND-- BA~IINSUL NEW STL BEAM BLOCKING AS REQ'D SIDING SHEATHING -- 30 LB BUILDING FELl LEAD COATED COPPER CONTINUOUS FLASHING CLEAR CEDAR 1 x TRIM DETAIL SCALE:I 1/2"= 1'-0" 3/4" X4" FSC MAHOGANY -- DECKING ~BIMRST FLOOR 0'-0" HARDWOOD FLOORING -- ILEVEL H3 HANGER TYP. -- ~2" GWB 'X4"FSC MAHOGANY DECKING ' PLYWOOD SUBFLOOR _~B~COND ~ 9'-5" ELEV. 32-4 %"WINDOW SURROUND BATTINSUL NEW STL BEAM w! BLOCKING AS REQ'D SIDING SHEATHING 30 LB BUILDING FELT LEAD COATED COPPER CONTINUOUS FLASHING CLEAR CEDAR 1 x TRIM 1/2" x 3" SPANISH DETAIL CEDAR BLOCKING SCALE:I 1/2"= 1'-0" ~[AIL ~q~ ;JU" A.P.t'. BLACK 20 x 20 FIBERGLASS SCREEN SPANISH CEDAR 2 x 4 UPRIGHT -- 1/2" x 3" SPANISH CEDAR -- BLOCKING 3/4" X4" FSC MAHOGANY -- DECKING ~B~ST FLOOR 0'-0" HARDWOOD FLOORING -- ILEVEL H3 HANGER TYP. HARDIPANELw/ CONCEALED FASTENERS AND SEAMS SCREEN PORCH 10_8 TAPERED BLOCKING 3/4" X4" FSC MAHOGANY DECKING 3/4" PLYWOOD TAPERED RIGID INSULATION RUBBER ROOF MEMBRANE CONNECT NEW FLOOR DRAIN TO DOWN SPOUT PT DECK JOISTS 3/8" GALV LAG BOLTS w/WASHERS LEAD COATED COPPER CONTINUOUS FLASHING SHEATHING 30 LB BUILDING FELT GARAGE NEW 2 x 6 PT TOP PLATES INSTALL TERMITE SHIELD OVER FOAM SEAL ~ CONC BLOCK FOUNDATION RIDGID INSULATION DETAIL 80ALE;11/2"= 1'-0" PT DECK JOISTS 3/8" GALV LAG BOLTS -- w/WASHERS LEAD COATED COPPER -- CONTINUOUS FLASHING SHEATHING 30 LB BUILDING FELT PIPE TO DRYWELL DETAIL SCALE:I 1/2"= 1'-0" GARAGE -- NEW 2 x 6 PT TOP PLATES INSTALL TERMITE SHIELD OVER FOAM SEAL FOUNDATION ~EW FLOOR TO CEILING RIDGID INSULATION .E.G ESlG. BERNSTEIN RESIDENCE WALL SECTION DETAILSA11 ARC. NIITFC. TI IRF 8.OLD STONE HIGHWAY EAST HAMPTON NEWYORK 11937 Te1:9173283905 NINAANDWARRENBERNSTEIN 2095 LAKE DRIVE, SOUTHOLD, NEWYORK 11971 TEL: 9175154611 ~RoOGG~[~sSpP~',NN; ¢:.~eStmlte~r;¢~0:,201, ~ucg~l~t~tshJc~;~ · .,., ,.'~=~ · · =----v--~ · -.-- PERMITSET September30th, 2011 REF NO: 120 ~B~COND FLOOR 9'-5" ELEV, 32'-4" SS RAILING STANTION SIDE MOUNT 1/2" x 7 1/4" PTD WOOD FASCIA T & G WOOD FLOORING 3/4" PLYWOOD SUBFLOOR OUTSIDE DECK LEAD COATED COPPER CONTINUOUS FLASHING CANT STRIP TAPERED SLEEPERS 3/4" X4" FSC MAHOGANY DECKING 3/4" PLYWOOD TAPERED RIGID INSULATION PITCH ~" PER FOOT RUBBER ROOF MEMBRANE % x 3 MAHOGANY CAP RAIL SS RAILING STANTION -- SIDE MOUNT CONTINUOUS ~" SLOT -- CONTINUOUSLEAD COATED COPPER DRIP EDGE W/RUBBER ROOF MEMBRANE OVERLAP DETAIL SOALE:I 1/2"= 1'-0" 11 7/8' TJI @ 16' 0,C. LIVING RM Y2" GWB 10~4 STRUCTURE GALV JOIST HANGER 11~" DEEP FLITCH BEAM 95' TJI a 16' O.C PTD HARDI PANEL 11%" DEEP FLITCH BEAM SIDING 30 LB BUILDING FELT LEAD COATED COPPER HEAD FLASHING SHEATHING THRU BOLT TO STRUCTURE CLEAR CEDAR SIDING 30 LB BUILDING FELT Y2" OVERHANG DRIP EDGE STRUCTURE PTD HARDI PANEL, CONCEAL FASTENERS, CAULK JOINTS _~8~ST FL00R 0'-0" LIVING RM 10__4 DETAI (~ SOALE:I 1/2'-- 1'-0" 11-7/8' TJI @ 16" O.C GARAGE 001 11-7/8' fJ ¢ 16' OC ENTRY DECK PTD HARDI PANEL INSTALL TERMITE SHIELD OVER FOA~l SEAL -- NEW 2 x 6 PT TOP PLATES INSTALL TERMITE SHIELD OVER FOAM SEAL NEW ARCHOR BOLTS TYP. FILL CELLS ~ EA. I x 3 ~2 CEDAR FACE NAILED TO VERTICAL CEDAR FURRING STRIPS @ 24" C.C. -- EXISTING CONC BLOCK FOUNDATION NEW 2" THICK FLOOR TO CEILING RIDGID INSULATION __ T & G WOOD FLOORING __ %" PLYWOOD SUBFLOOR 4/4" X4" FSO MAHOGANY DECKING PT DECK JOISTS 3/8" GALV LAG BOLTS w/WASHERS LEAD COATED COPPER CONTINUOUS FLASHING SHEATHING 30 LB BUILDING FELT ~B~ST FLOOR, O'i!" SEE STRUCTURAL DRAWINGS R-30 BATT INSULATION 30 LB BUILDING %" PLY WD SHEATHING CEDAR SHINGLE SIDING w/Y2" DRIP EDGE PTD HARDI BOARD wi CONCEALED FASTENERS CAULK JOINTS TO APPEAR SEAMLESS CONTINUOUS LEAD COATED COPPER HEAD FLASHING CLEAR CEDAR GARAGE DOOR SURROUND "LOW HEADROOM" ROLL UP GARAGE DOOR HARDWARE "BLANK" ROLL UP GARAGE DOOR w/#2 CEDAR APPLIED DETAIL SCALE:I 1/2"= 1'-0" BERGDESlGN . BERNSTEIN RESIDENCE . WALL SECTION DETAILS A12 & I"~"~1 I~-I'1'--/'~-I'1 ir~[~ 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK11937 Tel. 9173283905 NINAANDWARRENBERNSTEIN 209§ LAKE DRIVE, SOUTHOLD, NEWYORK11971 TEL, 9175154611 PROeRESSPR~NT ^ugust12~,2011 August12th 2011 Al'lbnl/r'b/U nc sSee teemm :rr 13 hh; 22 1111 S OA~EE~A~oN,.cf;do ADJUSTABLE WD, SHELVES IN CABINETS WD, TR ~-55"~/~ RETRA( STERE( OWNEF GROM~. ARCHR' STONE ~HEAT& FACTOI PER M~ UL LIST ELVES IWNER RETRACTABLE TYPE ~DINATE GROMMETS w/OWNERI SURROUNDTBD & GLO ROYAL HEARTH ILT FIREPLACE INSTALLED AS TURERS SPECIFICATIONS UL LISTED- ~HNG-lO29U-0611 ~GED ELEVATION @ FIREPLACE BUILT IN CABINETRY GLO ROYAL HEARTH FACTORY-BUILT FIREPLACE INSTALLED A~ HEI{ MANUI'AfJ I UE~'~ ~PI:IJI/'IL;AI IUN~ UL LISTEB- ~HNG-1029U-0611 X ............................... ~ X ....... ~- BOOKCASE , PTD. GWB SURROUND BUILT-INS 314"THK STONE SURROUND ENLARGED FIREPLACE PLAN (EAT & GLO ROYAL HEARTH FACTORY.BUILT FIREPLACE i / INBTALLEU A~ PER MANUPA(; I UHJ:R6 5F~'~;II'IUAIIUN~ / UL LISTED- ~HN~IO29U-0811 ~ BOOKCASE BOOKCA ~ ~ W C~1N~ ~' ---,v_. -.- -._ ,, _._ , PTD. GWB SURROUND -- ~TD. WU. BUILT.INS ILIDE-IN POCKET FOR TV CABINET BOORS. INSTALL USING HAFELE PIVOT SLIDING DOOR FI~ING TURNAWAY 35/X3 - HAWA (~) SECTION THRU FIREPLACE 55' WALL MTD. ~ BY OWNER CUSTOM SLO~TrED WOOD MILLWORK -- I01~" DIA, PIIPE NOTE: MAINTAIN 2" MINIMUM CLEAR AIR SPACE AROUND PIPE AS PER MANUFACTURER'S SPECS -- 2X4 HEADERI 3/4" THICK STIONE SURROUND HEAT & GLO ROYAL HEARTH FACTORY-BUIILT FIREPLACE INSTALLED AS PER MANUFACTURERS SPECIFICATIONS UL LISTED -#HNG-lO29U-0611 PROVIDE 4" FLEXIBLE DUCT TO OUTSIDE COMBUSTION AIR INTAKE 3/4 THICK STONE SURROUND PROTECTIVE METAL HEARTH STRIPS PTD. GWS FRAb~NG AS REQ'D (~ CHIMNEY DETAIL TR342 ROUND TELESCOPIN( TERMINATION CAP STORM COLLAR INSTALL ROOF FLASHING AS PER MIN, REQU]REMENT TABS DENT IN TO REST AGAINST PIPE ATrlC INSULATION SHIELD 14 1/2' DIAMETER PTD. GWB CEILING FIRESTOP 101/2' DI~E~R PIPE EN?~RGED CABINETRY PLAN ABOVE FIREPLACE DESIGN BERNSTEIN RESIDENCE . i rR,NT ^u. lah,1 FIREPLAOEDETAILSA18 RCHITECTURE 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 ~i!!iR~E¢$~SS PPRiNT sSeeP~ees~bbee: ?0~!; i~1111 ~ ~URLS! :~A 2~N..2O? i ! I--T--I --1 No.5 Reber 6" CC nF -I,- ~ F -'- I I ~ 2'-§" × 2'"6" X 12" /' -""-eAr No.5 Rebar 4 ~ CC 6" xl 2" Pier on 20" x 10" x 8" Footing Top of Pier to 5 Rebar- see Note 5 Same Elevation as {" 0 Anchor Bolts 25" OC DC in Intedor Zones ~ Sill (2) No. 5 Rebar Maintain 6" in 1 o' No.5 Rebar 6" OC~ _ _ /Step Footing See Detail H/Foundation Wall- Bowel ~ ~1-- --] / / Pier and Footing to Existing~ -7 ',/ FI ,,, . r:a r:aj // L ~ L;J · ~ /I x ~ ~ ~ ~ _~ I ~ cfa c' nA r¢~ d'a ~+n ~¢a/ ~ r+~a r~ta r-~ 8" min. Moisture/damp coating Same as Existing ,'1 Foundation Section "~impson EPC46 "'"16 '~ "16 ' ""16 ~ ' 16 '~ "16 5' ,~" Foundation Plan HSS5 x5 Pad Footing Detail Top of Ex:isting compactable fill Grout Cavities Plate 5 Rebar to Bottom of Wall {" ~ Anchor Bolts 25" CC )C in Intedor Zones Sill with Anchor Bolts ,p to Bottom of Wall CMU Foundation No. 5 Rebar in Existing Foundation Anchor Bolt Details Section ~impson AC4 IABA44 ~) Pad Footing Detail Foundation Notes: The contractor is to verify all measurements in the field and any discrepancies are to be brought to the Engineer prior to constru~en, 1 · All concrete 3,600 psi after 28 days minimum, 2 - All reber AS'TM A-615 Grade 60, 3 - Fcotings are to be Installed on undisturbed virgin soil. '~9 bottoms of all footings are to be installed a minimum of 3' below grade unless iediested otherwise. 4 - Rebar Instslled along the tap of the foundation walls without windm,,s are to be installed 10" below the top of the foundation wall. 5 - All snap off form ties are to be removed and remaining openings are to be sealed/grouted. 6 - Install isolation joints along foundation walls and at column and other ~ )enetratioes. 7 - Foundation excavation is not to be beck tilled pdor to the installation of the ticor frarelng, 8 - Backfill along foundation walls is to be clean mstedal and is to be mechanically compacted in 6" lifts to 95% of maximum dry density, Angle Plate Both Sides I Adjacent Sills G Foundation Section Steel Platen/ ~- Bolt Holes (~ Angle Plate Detail 47~j 2" -- ~ '2" (~) Steel Column Base Plato and Anchor Bolt Detail Scale 1 "= 1 '-0" ~ Typical Step Footing Detail Condon Engneenng, P.C. 1755 Sigsbee Road Mattituck, New York 11952 (631) 298-1986 BERGDESIGN BERNSTE/N RESIDENCE***********_******************TH LD NEW YORK11971 TEL 9175154611 PROGRESSPBINT Au uatlmh ~011 an~"~l iI"rl--/"~-F//~3r" 88' OLD STONE HIGHWAY EAST HAMPTON NEWYORK11937 Te1:9173283905 , U O , : g , Augustl2th 2011 /"~ I-t I,j r"l I/r- L.//U I-t [- SCALE: As Noted REF NO:120 S-1 Existing 2 x 10 FJ 16" aC Pt. Lead~ From Above ~_ Pt. Load O (2) 2 x 8 ACQ Drop (2) 2 x 8 ACQ Drop 2 x 8 ACQ Ledger ~//'~" O Galv, Bolts 16" aC E -- 3.5 x 1 ~'~75"'~=~Fl~'sh'~ TJ1230/11·875 FJ ~ 16" ac J .'7 Pt. Load (3) 1.75 x 11.875 LVL~ (2) 0.625" FP.--~ Bolts Pt. Load (2) 1.75 x (1) 0.5 FP Flush ~.~ 1.75 ~ 111875 LVL eA,v (2) 0.625 FP Flush TJI 230/11.875 FO 16' ac ~ (3) 1.75 )-- LVL e/w (2) 0.5 FP Flush Pt. Load ~.., Pt. Load HSS4x4x%T ~Fr )m Above~ Existing (4-~ 2 ~(ol 0 Droa 7:~ c;-`- o --~ Pt. Loa ~rn Above (2) 1 (1) 1/2" 838 Steel Flitch Plate (2) 3/4" FP! (3) ..... I, _ _ ~2x 8 ACQ Ledger (32_2 X_8_AC_Q_ , 15,, , 1st Floor Framing Plan -- · ° ° - ° Framing Notes: The contractor is to vedfy all measurements in the field and any discrepancies are to be brought ~ the attention of the Engineer pdor to construction. Wood Framing 1. AIl lumber is to be No. 2 or be~r Douglas Fir Larch (N) with the following minimum specifications: Fb =825 psi Fy= 95 psi Fc perp=625 psi E = 1,600,000 psi 2. All Laminated Veneer Lumber is to have the following minimum specifica~ons: Fb = 2,900 psi Fv = 290 psi Fc perp = 650 psi E = 2,000,000 psi 3. AIl beams fabdcatsd with multiple Laminated Veneer Lumber boards are to be nailed/boltad in accordance with the manufacturer's specificafions. 4. AIl TJI are to be installed in accordance with the manufacturer's specificafions and shall include squash blocking and web s[iffenem at bearing points on girdem and other Ifad beadng areas. 5. AIl straps, connectors, platas, bolts, nails, etc. ara th be galvanized or stainless steel. Des[gnatsd connectors, strap etc. on these drawings are made by Simpson unless indicated othe~se. All connectom, straps etc. am to be nailed/boltad in accordance with the manufacturer's specifications. 6. All floor sheathing is to be 23/32 inch AC type plywood, tongue and groove, with an APA span rating of 48124. Floor sheathing shall be glued and screwed to the floor joists ( 6" O.C. edges and 12" field ), 7, AII wall sheathing le to be15/32 inch APA Ratad Exposure l plywoed and shall be nailed with l0d common nails 6" O.C. edges and 12" O.C. field. 8, Solid blocking is to be installed every 8' max or mid span of all floor joists with spans exceeding 8'. 9. Double joists are to be installed below parallel walls, 10. Blocking is to be installed at all point Ifad beadng points, 12 - Walls are to be framed with 2x6 inch studs spaced 16 inches O.C. untess indicated otherwise. 13 - All bolts nuts and washers are to be stainless steel or hot dipped galvanized. Steel t. All steel Is to be ASTM Specification A-36 2. AIl boltsd connecfions are to be made with A-325 bolts. 3. Square columns are to be ASTM Specification 8500. 4. All columns are to be bolted to steel girders with Y2" bolts or unless otherwise shown on the plans. 5, 1/2" wab stiffeners ars to be thstaltsd at all point Ifad boadng points and over all column supperts. 6. AIl welded connections are to be done by a certified waider and conform to AWS and AISC standards. 5. AIl weld joints are ta use E70XX electredes. Flitch Beam Details SCALE: 1" = 1'.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 - ABCE-7 qh = 29.6 psf (Exposure C) Condon Engineering, P.C. 1755 Sigsbee Road Mattituck, New York 11952 (631) 298-1986 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 BERNSTEIN RESIDENCE NINA AND WARREN BERNSTEIN 2095 LAKE DRIVE, SOUTHOLD, NEW YORK 11971 TEL: 917 515 4611 PROGRESS PRINT August 12th, 2011 August 12th 201 I SCALE: As Noted REF NO: 120 S-2 Pt. Load From Above Pt. Load Pt. Load From Above ,2x8 Hdr. 5.25 x 1 i? Pt. Load 3.5 x 9.5 LVL 1,75x 11.875 LVL ~ Pt. Load TJ1360/11.875 FJ ~ I' ' 'hrom AbOve 16" CC 1.75 x 11.875 LVL m m I TJI 360/9.5 FJ 16" CC TJI 360/9.5 FJ 16" CC ,I Pt. Load Pt. Load ,2x8 Hdr. 1.75 x 11.875 LVL . Load From Above 1.75 x 11.875 LVL TJ~I 360/11.875 FJ 16" CC 1.75 x 11,.875 LVL From Above Pt. 18" CC Pt. Load Pt. Load x Pt. Load From Above 2 BOLTS 5/8"~l A325-N -STD Drill ½" Holes in Top Flang, on Each Side of the mb Flanges 3II ~ W10Xl 9 - A36 END OFFSET = 0.375 IN.~. t PLelN.X3.3751N.X0.251N. - A36 (~ Moment Frame Details 3.5 x 11.875 LVL ~" O Bolts PL 12 IN. X 5 IN. X 0,25 IN. I2) ~" 2~ Bolts 3.5 x 11.875 LVL PL 9 IN. X 5 iN. X 0.25 IN. - A36 with (3) ~" ~ Bolts W10x19 Pt. L~ Steel Column W10x19 (2) 2 x 8 Hdr. Top Plate PL 6 IN. X 3 IhL X 0.25 IN. (~) ~" ~ Bolts 2nd Floor Framing Plan 3.5 x 11,875 LVL~ ~" ~ Bolts PL 12 IN. X 5 IN. X 0.25 IN. - A36 with (2) pL 9 IN. X 5 IN, X 0.25 IN.- A36 with (3) {" ~ Bolts ~ & Bot. Flanges Drill ½" Holes in Top on Each Side of the Web W10Xl 9 - A36 OFFSET = 0.375 IN. t ,~PL61NI.X3.3751N.X0.251N. - A36 Moment Frame Details 2 BOLTS 5/8"~ A325-N -STD Drill :~" Holes in Top Top & Bot. Flange 24" CC Staggered'~ Flanges on Each Side of the V~b ~, W10X19 - A36 END OFFSET = 0.375 IN. t PLelN.X3.3751N.X0.251N. -A36 1 (~). Moment Frame Details Sale 1" = 1'~' PL 12 IN. X 5 IN. X 0.25 IN. (2) ~" O Bolts Ddll ~" Holes in Top Flange 4" CC Staggerod on Each ide of the V~b PLelN.X3.3751N.X0.251N. - A36 +ISS5X5X1/2 - A500-B W19xIg-A36 ~ ~ END OFFSET = 0.375 IN. I i lue and Screw to Cotumn Condon Engineenng, P.C. 1755 Sigsbee Road Mattituck, New York 11952 (031) 298-1986 BERGDESIGN , BERNSTEIN RESIDENCE r-?'~'-?m ii-Ir'- 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK11937 .' : Tel' 917 328 39(35 NINA AND WARREN BERNSTEIN 2095 LAKE DRIVE, SOUTHOLD, NEW YORK 11971 TEL 917 515 4611 PROGRESS PRINT Auguat 12[h, 2Oll August 12th 201 I ARCHIT -L.,mum:AUGUST27, 2011 o S-3 L -- LENGTH OF BEAM L~ o~ENINGS '~NO OPENINGS x (2) 2 x 8 Hdr. (2) 1.75 x 9.5 LVL e~v 5.25 x 9.5 LVL AREA AVAILABLE FOR OPENINGS MiCROLLAM®LVL 2 X DIAME3ER OF THE RANGE OF WEB OPENINGS PSL.OLEZONE(~N~mU) ALONG LENGTH OF BEAM d I V ClRDULAR (3) 1.75 x 9.5 LVL (3) 1.75 x 9.5 PJtNSE OF DEPTH OF RECTANGUIJ~ -BEAM FOR OPENINGS ......... / OPeN / MICROLLAM LVL AND -- PSL pARALLAM 1~2' R (3~P.) --~ / L/3 ALLOVI~D HOLE ZONE b3 HEADER MANIMUM ROUND DEPTH HOLE SIZ~ 4%" ?1/I' tO 20' 2" 5~/~' 1~/~" 5.25 x 9.5 LVL ' ~r,~r~uuL: ~"~ ' SEE ILLUSTRATION FOE NOTES: ALLOYED HOLE ZONE ~ 1. ALLOWED HOLE ZGSE SUITABLE FOR UNIFORMLY LOADED HEABEGS AND BEMAS ONLy. n~ 2. ROUND HOLES ONLY co 3. NO HOLES IN CANTILEVERS. 0 ~o 4. NO HOLES IN HEADERS OR BF~MS IN PLANK CRIENTA~ON. ~- x 5. DO NOT SUT, NOTCH OR DRILL HOLEE IN H FJ~DERS EXCEPT AS INDIDATED IN ILLGS~A~ONS AND TABLES , ~ d = DIAMETER OF CIRCULAR OPENING = O/3 DN h:HEIGHTDFRECTANGULABOPENING-D,4 ATYPICAL ILEVEL LVL PENETRATION ,2 x 8 Hdr. w = WIDTH OF RECTANGULAR OFENING = D/4 OR 12", WHICHEVER IS LARGER. NOT TO SU~.E 0.625" FP S2 OR S3 -- MINIMUM DISTANCE BETWEEN OPENINGS BASED Off LARGEROPENING = 3 x d ON 3 x h OR 3 XV4 WHICHEVER IS LARGER OPENING SIZE AND SPACING NOTES: 1, THIS DETAIL MAY BE USED FOR SHOP OR FIELD CUT OPENINGS WITHCUT CONSULTING THE STRUOTJP,~L ENGINEER, ANY OPENING OUTSIDE THESE Table 3.1 Naflln~ Schadub (Wcod Framed Cas~ct~ Manual 2~1 ~ Pag~ 13g) ALL FIELD CUT OPENINGS MUST BE CUT WITH AN SMOOTH OF EDGES AS POSSIBLE AND THEN GRCUND TO ELIMINA~ NOTCHES AND IRREGULABI~IES . JalntDescd~§an I ~umberofCommonNabl NallSpacln~ ROOF NAILING CONSTRAINTS MUST BE APPROVED BY THE STEUC'~JF~L ENGINEER , Maximum allowable V-cut SHEAR BLOCKING and VENTILATION HOLES ( TYPICAL STEEL D FLITCH BEAM PENETRATION DETAIL /.75 x 14 LVL Sistered to TJI ~_.' ',Be'~eled Beadng Plate Same as Overhang ~/w (2) 0.625" FP LVL ek~, (1) 0.5" FP Roof Framing Plan Eave Support and Shear Blocking Details NTS Condon Engineering, P.C. 1755 Sigsbee Road Mattituck, New York 11952 (631) 298-1986 ARCH 88 OLD STONE HIGHWAY EASTHAMPTON NEW YORK 11937 Tel: 917 328 3905, BERNSTEIN RESIDENCE NINA AND WARREN BERNSTEIN 2095 LAKE DRIVE, SOUTHOLD, NEW YORK 11971 TEL: 917 515 4611 PROGRES~PRINT August 12th~ 2011 August 12th 201 I SCALE: As Noted REF NO: 120 S-4 Typical 2nd Floor Strapping Detail NTS Typical H8 Installation (I-Joist to Top Plats) I I Strapping Details SCALE: 1/4" = 1'-0" Typical Wail and Sill Strapping Detail (2) STRAPS AT ALL SEAMS HDU5 AT EACH (3) 2X8 COL. BLOCKING AT ALL PLYWOOD SEAMS J MPSON LSTA9 j STRAP SIMPSON SPH4 Typical Window and Door Header St~Detail Each Corner NTS '///////////////// ~. ./~ACQ SILL f ~ EACH (312X§ TYPICAL SHEAR WALL DETAIL NOT TO SCALE SIMPSON LSTA 21 STRAPS 2XE STUD WALL 16" O,C, 15132 STRUCTLJRAL I PLY'V~OD PANELS INSTALLED VEI~TICALLY BOTH SIDES OF WALL, 6" C.C. EDGE NAILING AND 12" FIELD WITH 10E~ NAILS MIN. PENETRA3rlON INTO FRAMING. t Nailing Zones for Roof Sheathing in 120 MPH Peak Gust Wind Zone / Zone 1 Zone 21 Zone 3 Panel Edges 6 C.C. 6" C.C.I 4" C.C. Nailing Requirements for 120 MPH, 3 Sec. Peak Gust, ~" Thick Roof Sheathing with 8d Common Nails (~)Roof Sheathing Nailing Details SCALE: 1/8" = 1'-0" SCREWS12"OC FRAMING~ LIGHT WOOD-FRAME WALL PLYWOOD PLASTIC-COATED -WASHER PLYV~)OD OPENINGS PROTECTION; THICKNESS DEPENDS ON WINDOW OPENING WIDTH (I) DETAIL A - TYPICAL ATTACHMENT OF P LYW~OD OPENINGS PROTECTION TO V~3OD-FRAME BUILDING NOTE: IN ueu OF SCREWS. LUGS WITH NUTS AND WASHERS MAY BE USED ALTERNATE TO 120 MPH CERTIFIED WINDOW INSTALLATION PLYWOOD PANEL WINDOW AND DOOR PROTECTION FOR WOOD FRAMED BUILDINGS Condon Engineering, P.C. 1755 Sigsbee Road Mattituck, New York 11952 (631) 298-1986 ARCH 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 BERNSTEIN RESIDENCE NINA AND WARREN BERNSTEIN 2095 LAKE DRIVE, SOUTHOLD, NEW YORK 11971 TEL: 9175154611 PRO~E~S PRINT August 12th~ 2011 August 12th 2011 SCALE: As Noted REF NO: 120 S-5