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Home My WebLink About35633-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 4/25/2011 CERTIFICATE OF OCCUPANCY No: 34912 Date: 4/25/20 ! 1 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: ADDITION/ALTERATION 1100 Sound Beach Drive, Mattituck, NY 11952, Sec/Block/Lot: 99.-1-4.2 Filed Map No. Lot No. filed in this officed dated 35633 dated 6/9/2010 conforms substantially to the Application for Building Permit heretofore 6/4/2010 pursuant to which Building Permit No. was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including front and rear covered porches, second floor covered porch and attached two car garage as applied for. The certificate is issued to Cyprus, Chris (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Todd Dawson 35633 4/18/11 4/14/11 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35633 Z Date JUNE 9, 2010 Permission is hereby granted to: NICK CYPRUS 51 SUNSET BLVD WADING RIVER,NY 11792 for : ADDITIONS & ALTERATIONS TO AI~ EXISTING SINGLE FAMILY DWELLING PER TRUSTEES & DEC; FLOOD PMT. INCLUDED at premises located at County Tax Map NO. 473889 Section 099 pursuant to application dated JUNE Building Inspector to expire on DECEMBER 1100 SOUND BEACH DR MATTITUCK Block 0001 Lot No. 004.002 4, 2010 and approved by the 9, 2011. Fee $ 1,479.20 ~o~'ignature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDII~G DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00~ 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residenlial $15.00, Commercial $15.00 New Construction: Location of Property: Old or Pre-existing Building: Date. (check one) Hamlet House No. Owner or Owners of Property: ~ I Ol~2 Suffolk County Tax Map No 1000, Section ~ Subdivision Permit No. 5 5~' ~ ~ Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Date of Permit. Street Block Filed Map. Applicant: Underwriters Approval: Final Certificate: Fee Submitted: $ Lot 6,'. Lot: (check one) pp ~cant S~gnatme Town Hall Annex 54375 Main Road P.O. Box 1179 Southold. New York 11971-0959 Telephone (63 I) 765-18{)2 Fax (631) 765 9502 ro.qer.richert~town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Chds Cypress ~,ddress: 1100 Sound Beach Dr City: Mattituck St: NY Zip: 11952 Suilding Permit #: 35633 Section: 99 Block: I Lot: 4.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE 3ontractor: DBA: Marra Electric License No: 35607-me SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement [~ Service Only ~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY 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 ~ HID Fixtures [~] Wall Fixtures I 51 Smoke Detectors Recessed FixturesI~ CO Detectors Fluorescent Fixture ~ Pumps Emergency Fixture~ Time Clocks Exit Fixtures [~ TVSS 200a under ground service, 3 combo smoke/co detectors, 8 paddle fans, 4 exhaust fans, 6 arc fault circuit breakers, 1 oven Notes: Inspector Signature: Date: April 18 2011 81-Cert Electrical Compliance Form Town Hall, 53095 Main Road P.O..Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (631) 765-1502 BUILDING DEPARTMENT TOWN OF SOUTIqO_Lr~ CERTIFICATION Building Permit No. uwner: ('~_~(' l ,~ Plumber: I Pleas~ print) -- · ?lease print) Date: I certify that the solder used m the water supply system contains less than 2/i0 Sworn to be£ore rile this ) /-)~'~ Notarv ]fuonc. ,,Plumbers Signature) CONNIE D. BUNCH Nota~/Public, Stale of New York No. 01BU6185050 Commleslon Exptms April 14, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [//]~OUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] INSULATION [ ] FINAL [ ] FIRE SA,-,-, ¥ INSPECTION [ ] FIRE RESISTANT CONSTRUCl10N [ ] RRE RESISTANT PENETRATION REMARKS.. ~/ /~'-~ ~/ DATE ~//~/~::2,/~/---'2 INSPECTOR ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CI~i?UCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~ DATE INSPECTOR~/~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CON/STRUCTION [ ] FIRE RESISTA~IT PENETRATION REMARKS: ~ L'~0 B}O~ C~xJ~'~) DA~E //~/~/O INSPE~R TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. ] FO.O.O.~DATI~OJ4~II~ [ ]INSULATION [~]~FRAMII~/~TRAPPI~/[ ] FINAL ] FIREPLAC~ [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT C0NSTRUCT10N [ ] RRE RESISTANT PENETRATION REMARKS:/~. /~~ ~'~/~I'C~c'~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ [,,]~ROUGH PLBG. [ ] F.OUNDATION 2ND [ ] INSULATION [//]"FRAMING/STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ REMARKS: ] RRE RESIST~T CONSTRUCTION [ ] FIRE RESISTANT PENETRATION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]RRE RESISTANT CONSTRUCTION ELECTRICAL (ROUGH) REMARKS: [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND ]~.GH PLBG. INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]~,QU~H PLBG. [ ] FOUNDATION 2ND [/,~INSULATION ] FIRE SA,-,-, ~' INSPECTION ] FII~ RESISTANT PENETRATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT 4~L~TRUC~IO# [ REMARKS: / DATE ~ INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [, ] INACTION [ ] FRAMING / STRAPPING [~i~]' FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] F~R~ ~ CONS'rRUCT~i [ ] F~R~ RESls'r~u~rr ~=.ETRA'nON REMARKS., ~ ~-/~-/ :'//,%z~, ~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] [ ] FRAMING/STRAPPING [ ~/~1N/A~ ~ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] I:I.E RESISTANT PENETRATION REMARKS: ~ ~' ,~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHE(~ BUILDING DEPARTMENT Do you have or need the following, before applyiz TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans_ TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork. net PERMIT NO. ~ ~ ~ $~ Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined Coutaet: Approved Disapproved a/c ,20 Storm-Water Assessment Form ,20 / D Mail to: Phone: BLOG, DEPT. Expiration / ~ ,~ ,20 //' Build p orff . APPLICATION FOR BUILDING PERMIT Dat~ _, 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to 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 issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months aRer the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, 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 regu~tions, anfl3o admit auth~o~/~c~mises and in building for necessary inspections. (Signature of applican~pafi~e~if a corporation) Chris Cyprus 51 Sunset Blvd, Wading River, NY 11792 (Mailing add.ss of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises Chris Cyprus (As on the tax mil or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plmnbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1100 SoundBeach Drive, Mattituck, NY, 11952 County Tax Map No. 1000 Section 099 Block 01 Lot 4.2 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy: Home b. Intended use and occupancy: Home 3. Nature of work (check which applicable): New Building Addition__X Alteration__X__ Repair X__ Removal X Demolition X Other Work (Description) Current Home is 5 bedrooms, 5 full baths, 2 half baths, kitchen, den, dinning room, fireplace and 2 TV rooms. After the renovation the home will be 4 bedrooms, 5 full baths, no half baths, no fireplace, kitchen with eat in area, study, two TV rooms, den (see attached plans). A portico and steps will be added to the front of the home as shown on the plans. The garage will stay as is see the attached p!ang. The middle of the house will be demolished and rebuilt as shown on the plans. The existing foundation for the middle of the home will be added to, re-enforced and built upon as shown in the foundation plans so the home can be raised up to meet the FEMA flood plans. The foundation for the middle of the home will be repaired or replaced as necessary for the new construction. From the original foot print for the middle of the home there will be 2 squared off areas as shown on the survey. Both areas are under existing roof. One area is 3.5 ft X 6.5ff and the other area is 4 ft X 12.5 ff. The home will be raised to meet the FEMA flood requirements as shown on the elevalion plans attached. The middle of the home will be rebuilt as shown on the attached plans. The 2 story part of the home will be raised to meet the FEMA flood plans. The existing foundation for the 2 story part of the hume will also be added to, re-enforeed and built upon as shown in the foundation plans so the home can be raised up to meet the FEMA flood plans. The existing 2 story foundation will be repaired or replaced as necessary along with any Interior or exterior walls. The second story deck In the front yard will be removed. The second story deck in the back yard will be mostly closed in as shown on the plans. The home will get new windows, siding, doors and roofs. The attached plans show the above work to be done. 4. Estimated Cost: S ' ~ ~ ~rOk Fee (To be paid on filing this application) 5. If dwelling, number of dwellIng units__ floor If garage, number of cam __2 Number of dwelling units on each 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 81 let Rear 81 FT Depth 49 FT Height 29 FT Number of Stories 2 Dimensions of same structure with alterations or additions: Front 81 Fl' Rear 81 FT Depth 48 FI Height 32 FT 4 inches at the peak and the mean height is 28 FI 6 inches Number of Stories 2 8. Dimensions of entire new construction: Front 8~ FT Rear 81 FT Depth 48 FT Height 32FT 4 Inches at peak, 28 Fl' 6 inches at median Number of Stories 2 9. Size of lot: Front 100 FT Rear 100 FT Depth 311 FT 10. Date of Purchase January 2008 Name of Former Owner Chris and Nick Cyprus 11. Zone or use district in which premises are situated R40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO X 13. Will lot be re-graded? YES NO_X Will excess fill be removed l~om premises? YES NO X 14. Names of Owner of premises Chris Cyprus Address 51 Sunset Blvd. Wading River NY 11792 Phone No. 929 Name of Architect Vic Cuneo Address 154 Laurel Road East Northport, NY 11731 Phone No (631) 261- 2744 Name of Contractor Address Phone No. 15 a. is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO__ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERIVIITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES X NO__ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES__ NO__X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) .~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He isthe ~ thv'~ ~ ~/(~J (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 manner set forth in the application filed therewith ~_, .O Sworn to b0fore me this~ ' · Notary Public Signature of Applicant ~,~o~a,~ Pu0hc, State of New ~'or~ No. 01BU6185050 · Oualified in Suffolk Count~ L;ommission Expires April 14, 20_ I BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 7258 DATE: MARCH 17~ 2010 ISSUED TO: CHRIS CYPRUS PROPERTY ADDRESS: 1100 SOUND BEACH DRIVE~ MATTITUCK SCTM# 99-1-4.2 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on March 17, 2010, and in consideration of application fee in the sum of $250.00 paid by Chris Cwrus and subject: to the Terms and Conditions as stated in the Resolution, the Southotd Town Board of Trustees authorizes and permits the following: Wetland Permit to demolish the middle of the dwelling and construct a new foundation under the newly constructed middle of the dwelling; lift up the second-story portion of the dwelling and add additional blocks to the existing concrete block foundation; add drains to the foundations; add drains to the existing garage and new raised roof to match the rest of the dwelling; construct additions to existing dwelling including an enclosed portico; if necessary, full demolition of dwelling and garage due to conditions during construction phase; all new construction is to be maintained within the approved footprint, and as depicted on the site plan prepared by Victor Cuneo, Architect P.C., last dated February 15, 2010, and stamped approved on March 17, 2010. IN WITNESS WHEREOF, the said Board of Trustees 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. Jill M. Doherty, President Bob Ghosio, Jr., Vice-President James F. King Dave Bergen John Bredemeyer 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 # 0637C Date: April 21,2011 THIS CERTIFIES that the demolition of existing and construction of new foundation, dwelling with portico and garage with drainage At 1100 Sound Beach Drive, Mattituck, New York Suffolk County Tax Map # 99-1-4.2 Conforms to the applications for a Trustees Permit heretofore filed in this office Dated February 5, 2010 pursuant to which Trustees Wetland Permit #7258 Dated March 17, 2010 was issued 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 demolition of existing and construction of new foundation, dwelling with portico and garage with drainage The certificate is issued to CHRIS CYPRUS owner of the aforesaid property. ~u~horized Slgnat~u ~New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 . Phone: (631) 444-0365 · Fax: (631) 444-0360 Website: www.dec.ny.,qov PERMIT MODIFICATION Alexander B. Grannis Commissioner March 24, 2010 Chris Cyprus 51 Sunset Boulevard Wading River, NY 11792 Re: Permit # 1-4738-03888/00001 Dear Mr. Cyprus: The Department of Environmental Conservation (DEC) has reviewed your request to modify the above referenced permit in accordance with the Uniform Procedures Regulations (6NYCRR Part 621). It has been determined that the proposed modifications will not substantially change the scope of the permitted actions or the existing permit conditions. Therefore, the permit is hereby modified to authorize: Raising portions Of the dwelling and constructing additions with the addition of the following added conditions. All work shall be done according to the plans prepared by Victor Cuneo last revised 2/15/2010 and stamped NYSDEC approved on 3/24/2010. #10. A row of staked haybales or other approvable erosion control devices shall be placed at the landward edge of the disturbance area surrounding the dwelling prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. #11. Roof runoff shall be directed into dry wells a minimum of 175 linear feet landward of the tidal wetland boundary for immediate on-site recharge. This letter is a modification to the original permit and must be available at the job site whenever authorized work is in progress. Page 1 of 2 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER 1-4738-03888/0000l FACILITY/PROGRAM NUMBER(S) PERMIT Under the Environmental Conservation Law EFFECTWE DATE March 25, 2009 EXPIRATION DATE(S) March 24, 2014 TYPE OF PERMIT · New [] Renewal [] Modification [] Permit to Construct [] Permit to Operate [] Article I5, Title 5: Protection of Waters [] Article 15, Title 15: Water Supply [] Article 15, Title 15: Water Transport [] Article 15, Title 15: Long Island Wells [] Article 15, Title 27: Wild, Scenic and Recreational Rivers [] 6NYCRR 608: Water Quality Certifica- tion [] Article 17, Titles 7, 8: SPDES [] Article 19: Air Pollution Control [] Article 23, Title 27: Mined Land Reclatnation [] 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 Managmnent [] Article 36: Floodplain Management [] Articles 1, 3, 17, 19, 27, 37; 6NYCRR 380: Radiation Control PERMIT ISSUED TO Chris Cyprus TELEPHONE NUMBER 631-262-8115 ADDRESS OF PERMITTEE 51 Sunset Boulevard, Wading River, NY 11792 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER NAME AND ADDRESS OF PROJECT/FACiLITy Cyprus Property, 1100 Som~d Beach Drive, Mattimck COUNTY TOWN ' I WETLAND #[ NYTM COORDINATES Suffolk Southold I Long Island Sound [ E: N: DESCRIPTION OF AUTHORIZED ACTIVITY: Construct additions to an existing dwelling. All work shall be done in accordance with the attached plans stamped NYSDEC approved on March 25, 2009. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified and any Special Conditions included as part of this ~ermit. ! DEPUTY PERMIT ADMINISTRATOR: [ Mark Carrara AUTHORIZED SIGNATURE ADDRESS Region 1 Headquatnters, SUNY ~ Stony Brook, 50 CircLe Road, Stony Brook, NY 11790 - 3409 DATE March 25, 2009 *sr'a~e 1 of 4 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS 1. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and the contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of, and understand all terms and conditions of this permit. Within 30 days ofcompletion ofproject, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 2. During construction, concrete or leachate shall not escape or be discharged, nor shall washings from transit mix trucks, mixers, or other devices enter tidal wetlands and/or protected buffer areas. 3. Any debris or excess material from construction of this project shalI be completely removed from the adjacent area and removed to an approved upland area for disposal. No debris is permitted in tidal wetlands or protected buffer areas. 4. Disturbance to natural vegetation or topography gregtter than 25 feet seaward of the approved structure is prohibited. 5. This permit does not authorize any alteration expansion, or replacement of existing septic systems. 6. During construction, no wet or flesh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 7. No Construction Debris in Wetland or adjacent Area. Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in tidal wetlands or protected buffer areas. 8. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. 9. No Changes to Septic System This permit does not authorize any alteration expansion, or replacement of existing septic systems. r)EC PE~trr ~J*{BER Page 2 of 4 1-4738-03888/00001 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The pertmttee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Departrnent of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of-way that may be required to carry out the activities that are authorized by this pemfit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. GENERAL CONDITIONS General Condition 1: Facility Inspection by the Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or t~acility. Failure to produce a copy of tb, e permit upon request by a Dep~.rtment representative is a violation of this permit. General Condition 2: Relationship of this Permit to Other Department Orders and Determinations UnIess expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. General Condition 3: Applications for Permit Renewals or Modifications The permitLee must submit a separate written application to the Department for renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. The permittee must submit a renewal application at least: a) 180 days before expiration of permits for State Pollutant Discharge Elimination System (SPDES), Hazardous Waste Management Facilities (HWMF), major Air Pollution Control (APC) and Solid Waste Management Facilities (SWMF); b) 30 days before expiration of all other penmt types Submission of applications for permit renewaI or modification are to be submitted to: Regional Permit Administrator, SUNY ~ Stony Brook, 50 Circle Road, Stony Brook, NY 11790 - 3409 General Condition 4: Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit in accordance with 6 NYCRR Part 621, The grounds for modification, suspension or revocation include: a) materially false or inaccurate statements in the perrmt application or supporting papers; b) failure by the pertmttee to comply with any terms or conditions of the percrdt; c) exceeding the scope of the project as described in the permit application; d) newly discovered material info~<mtion or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e) noncompliance with previously issued pemfit conditions, orders of the commissioner, aay provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. aEC p~R~ttr ~'Wm~ 1-4738-03888/00001 Page 3 of 4 NEC,' YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15 (TITLE 5), 24, 25, 34 AND 6NYCRR PART 608 (TIDAL WETLANDS) If future operations by the 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 to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 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 environmen- tally deleterious materials associated with the project. Any material dredged in the conduct of the work herein permitted shall be removed evenly, without leaving large refuse piles, ridges across or along the bed of a waterway or floodplain, deposits within any regulatory floodway, or deep holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. 5. There Shall be no unreasonable interference with navigation by the work herein authorized. 6. If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and 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. If granted under 6NYCRR Part 608, the NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301,302, 303,306 and 307 of the Clean Water Act of 1977 (PL 95-217) provided that all of the conditions listed herein are met. At least 48 hours prior to corrunencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this 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 Kenneth Becknnan last revised on 10/31/08. DEC PERMIT NfDMBER 1-4738-03888/00001 Page 4 of 4 Town of Southold Erosion, Sedimentation & Storm-Water Run.off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M. #: District n Block Lot THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM-WAi =~, GRADING, DRAINAGE AND EROSION CONTROL PLAN CI=KI ~r~ED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number: (NOTE: A Check Mark (~') for each Question is Required for a Complete Application) Ye~s N__~o 1 2 Wifl this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? (This item will include all run-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) Does the Site Plan and/or Survey Show All Proposed Drainage Structures ndicating Size & Location? This Item shall include all Proposed Grade Changes and S opes Controlling Surface WaterFIow! 3 Will this Project Require any Land Firling, Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? 4 Wifi this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? 5 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to One Hundred (100') of Horizontal Distance? Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way? 8 9 Will this Project Require the Placement of Material. Removal of Vegetation and/or the Construction of any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT Include the Installation of Driveway Aprons.) Will this Project Require Site Preparation within the One Hundred (100) Year F oodp a n of any Watercourse? NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark In the Box, a Storm-Water, Grading, Drainage & Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit! EXEMPTION: Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question, a Storm.Water, Grading, Drathage & Erosion Control Plan is NOT Required! Ye__s No STATE OF NEW YORK, ~ COUNTY .............. ss That I, C ~ .J C'~ (~ ~.. ' · ................ -.I ........... 7~ .................. bein~iy sworn, deposes m~d says ~at he/she ,s ~e applic~t for Pemfit (Nameofindivid~alsigni~u~ ~ ~ J CO~[~U ~UN~b / ~ /// / r / ~ N0~Public, S~teofN~Yor~ ..................... ................. ..gmue]S5050 ~;;~;~~ .................... uE~i6~Wrff S ~ff61E '~ h' ............... ' · C0m~issi0n Exp res April ]4 [~ (O~e m~or Agent Co.orate ~cer eic ) O~¢y ,m~or r~pr~s~r~me o~d)¢ O~¢r o[O~er s, ~md s duly autoread ~o p~orm or have p~orm~d ~¢ s~d wore ~d to m~ ~d fib dtJs ~pplJc~do~; dm~ ~1 smL~m¢n~ co~r~d in dfis app]k~don ar~ tm¢ to d~¢ ~¢st o~ h~s ~oMCd~¢ and bdJ~; ~md · at ~e work ~11 be performed in fl~e manner set for~ in fl~e application filed here~. Sworn to before me this; .... /~.~ .~..-)~..! ................ day of......~.......~.. ....................... 20/.0 Notary Public: ~ - ..... (SignaYure of ~z(n t ) ....... FORM - 06107 SCOTT A. RUSSELL SUPERVISOR TOWN HALL - 53095 MAIN ROAD Fax. (631)-765-9015 JAMES A. RICHTER, R.A. ENGINEER TOWN OF SOUTHOLD, NEW YORK 11971 Tel. (631) - 765 - 1560 JAMIE.RICHTER~TOWN.SOUTHOLD NY.US OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Mr. Michael Verity Building Department Town Hall, 53095 Main Road Southold, New York 11971 Dear Mr. Verity: April 27, 2010 Re: Site Plan / Drainage Review Chris Cyprus, 1100 Sound Beach Drive SCTM #: 1000 - 99 - 01 - 4.2 As pre a request from your office, I have reviewed a site plan and drainage design for the above referenced renovation project. Please consider the following: Test holes have not been shown or indicated. This is required to verify soil types and the depth to Ground Water. Drainage calculations, as provided, utilize a three (3") inch rainfall event. Town code requires a minimum of two (2") inches for designing containment of storm-water. However, in addition to the runoff generated by roof structures, drainage calculations should include all impervious surfaces. The Asphalt Driveway and the Concrete Patio areas should be incorporated into the overall drainage design. If the applicant wishes to get drainage credit for all of the adjacent "Sandy Beach" areas, they should indicate the pitch and direction of surface flow from all impervious surfaces. These areas of "Sandy Beach" surfaces should be quantified and required to remain in there current condition. Future landscaping and/or planting of lawn areas may require the installation of additional storm water drainage structures. New Drainage calculations should be provided to include the additional items referenced here and the Site Plan needs to be amended to indicate all existing contours or spot elevations to verify slopes and the flow of Storm Water Runoff. After a review of existing site conditions, there appears to be several encroachments into the adjacent properties as well as the Town Right-of-Way. If these infringements into adjacent properties are not addressed at this time, it should be noted that they exist and may someday be subject to removal. The encroachment into the Town R.O.W. includes a Wood Frame Curb Line and landscaping that currently includes Tree Plantings which have begun to grow out into the traveled roadway. At this time, no action is required. However, the applicant should be put on notice that this encroachment may require maintenance in the near future. If and when this location requires maintenance, the Owner will be contacted by the Highway Superintendent. If you have any questions concerning this report, please contact my office. Sincerely, CC; Peter W. Harris Highway Superintendent James A. Richter, R.A. JUDITH T. TERRY TOWN CLEYtK $oulhold. New York I Iq7( Fax (516) 765-1~23 Telephone (5161 7(~$- I~()1 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of the Code of the Town of $outhold: "Floodplain Development Permit Application" [FDP(93)],' and "Certificate of Compliance for Development in Special Flood Hazard Area [C/C(93)]. -3 0L~G. ~,,. TOWN OF, SO"J~OLD, , Southold Town Clerk August 25, 1993 TOWN OF SOUTHOLD APPLICATION # PAGE I of 4 FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1; GENERAL PROVISIONS (APPLICANT to read and sign): L No work may start until a pennlt is issued. 2. The pc=mit may be revoked if any fal~ statements are made herein 3. If revoked, all work must eease until ~it is re-issued. 4. Development shah not be used or oeeupind until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulrdl local, state and federal regulatory requirements. ' 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make/eusonable inspections required to verify compliance. 8. I, THE APPLICANT, CERTIFY THAT ALL STATF~MENTS..~tEREIN AND IN ATTACHMENTS TO SECTION 2: PROPOSED DEVELOPMENT {TO be completed bv APPLICANT} NAME BUILDER ENGINEER ADDRESS T~I ,IZPHONE / - PR E L : To avoid delay in processing the application, please provide enough information to easily ideutify the project location. Provide the street address, lot number or legal description (attach) and, outside urban ar~s, the distance to the nearest intersecting road or wall-known Landmark. A sketch attached to this application showing the project location would be helpful. FDP(93} APPLICATION # PAGE 2 OF 4 DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE FI New Structure [] Addition '~ Alteration [] Relocation FI Demolition [] Replacement [] Residential (l--a Family) [] Reaidentia~ (More than 4 Family) [] Non-residential (Floodproo£mg? [] Yea) [] Combined Use CR.eaidential & Commercial) [] Manufactured (Mobile) Home (In Manu- factured Home Park? [] Yea) ESTIMATED COST OF PROJECTS B. OTHER DEVELOPMENT ACTIVITIES: F1 Fill [] Mining Fl Drilling [] Grading [] Excavation (Except for Structural Development Checked Above) · [] Watercourse Alteration (indudlng Dredging and Channel Modifications) [] Drainage Improvements (Including Culvert Work) [] Road, Street or Bridge Construction [] Subdivision (New or Expansion) FI Individual Water or Sewer System [] Other (Please Specify). After completing SECTION 2, APPLICANT should submit form to Local Administrator for review. SECTION 3: FLOODPLAIN DEIERMINATION Fro be completed by LOCAL ADMINISTRATOR} The: proposed development is located o. ~ Panel NO. -FRDated o i / o The Proposed Development: [] Is NOT located in a Spedal Flood Ha:rard Area (Notify the applicant that the application re~iew is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). [] Is located in a Special Flood Hazard Area. FIRM zone designation is ' /"~-~- 100-Year flood elevation at the site is: Ft. NGVD (MSL) [] Unavailable [] The proposed development is located in a floodway. FBFM Panel No. Dated [] 'See Section 4 for additional instructions. SIGNED DATE APPLICATION PAGE 3 OF 4 SECTION 4: ADDITIONAL INFORMATION ILEOUIRED (To be comvleted bv LOCAL ADMINI~gTRATOR) The applicant must submit the documents checked below before the application can be processed: [] A site plan showing the location of all existing structures, water bodies, adjoeeut roads, lot dimensions and proposed development. El Developmeut plans, drawn to scale, and specifications, including where applicable: details for anchoring structures, proposed elevation of lowest floor (including basement), types of water resisto, at materials used below the lust floor, details of floodproo£mg of utilities located below the first floor and details of enclosures below the ru~t floor; Also, [] Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, the applicant mu~t provide 100-year flood elcvatiohs if they are not otherwise available). Plans showing the extent of watercourse relocation and/or landform alterations. [] Top of new Fill elevation Ft. NGVD (MSL). El FioodprooFmg protection level (non-residential only) Ft. NGVD (MSL). For floodproofed structures, applicant must attach certification from registered engineer or architect. [] Certification from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this Finding must also be submitted. [] Other: SECTION $; PERMIT DE'I£RMINATION (To be comuleted bv LOCAL ADMINISTRATOR) I have determinexl that the proposed activity:. A. [] Is B. El Is not in conformance with provisions of Local Law tg , 19 attached to and made part of this permit. __. Thc permit is issued subject to the conditions SIGNED , D~.TE ~, the Local Administrator may issue a Development Permit upon payment of designated If BOX B is checked the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from the Board of Appeals. APP--: Appealed to Board of Appeals? [] Yes [3 No Heating date: Appeals Board Decision -- Approved? ~ Yes Conditions {~ No APPLICATION PAGE 4 OF 4 ..SECTIQN 6: AS-BUILT ELEVATIONS (To be ~ul;)rniil~:d bv APPLICANT before Certificate of Comoliance is issued~ The following information must be provided for project structures. This section must be completed by a registered profe.~ional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. Actual (As-Built) Elevation of the top of flae lowest floor, induding basement (in Coastal Hitth Hazard Areas. bottom of lowest structural member of the lowest floor, excluding piling and columns) is: ~. NGV~ (MSD. 2. Actual (As-Built) Elevation of floodproo£mg protection is ~r. NGVr) (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7: COMPLIANCE ACTION (Tc~ I~e cQmoleted bv LOCAL ADMINISTRATOR~ The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? UI YES UI NO DATE BY DEFICIENCIF~? El YES [] NO DATE BY DEFICIENCIES? E3 YI~ O NO SECTION 8: CERTIFICATE OF COMPLIAN(~,E(To be completed bv LOCAL ADMINISTRATOR~ · Certificate of Compliance issued: DATE: BY: Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: [] NEW BUILDING lq EXISTING BUILDING [] VACANT. LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: Ao COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS LOCAL LAW # ,19__, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: OF C/C(93) -~ /,~oo. ~,. b~-t'~w]~r~)F SOUTHOLD I~J~OPERTY RECORD CARD OWNER FOYER RES; N VILLAGE E SEAS. t COMM. LAND IMP. TOTAL rFAP,,'Vt DATE W DISTRICT SUB. A(;RE&GE TYPE OF BU1LDI~ f I IND. J CB. MISC. JEst. Mkt. Value I'i liable I Volue Per Acr~ 'iliab]e 2 ]liable 3 Voodland wampland rushland louse Plot FRONTAGE ON FRONTAGE ON ROAD ~JLKHEAD ":* & OWNER STREET FORMER OWNER ~-00 N S VL TOTAL V l LLAGE W FooL) f0oo AGE NEW 'Ti Ilab. le 1 TillabJe 2 Tillable 3 \k/eodland c.~¥ompland Brushland ~4o o NORMAL FARM DATE '/3 DISTRICT ACREAGE , ,~t REMARKS SUB. TYPE OF BU1LDING BUILDING COND[TIOI~ BELOW Value Per Ac-re r , / lIND. CB. J MISC. ABOVE Value douse Plot _. j Extension /~)~: t~b ~L Wotls 0~ Sk Interi°r Finish ~e~on '~ X 7: ?//1 Fire Place ~ He~ Breezewo, Patio ~oams 2nd Floor Garage Drive, ay O.B. ~tOWN 6F SOuTHO~LD ~ ~~l~mE~'~''e~ 0V~'N E~ STREET Vt LLA, GE :ES. 311 SEAS. LAND AGE IMP. NOPJv~AL Farm Acre I'illable Fillab[e 2 Tillable 3 Woodland 'Swampland- Brushlond House Plot N S VL FARM / ~/TOTAL DATE E W · COMM. IND. Total [; MISC. . t E~'. Mkt, Value REMARKS BUILDING CONDITION BELOW Value Per Acre ABOVE Value FRONTAGE ON WATER FRONTAGE ON ROAD BULKHEAD DOCK /~v. D ~.r T/J /,~o SUB. ,. '~i~ ~sion ~xtension ~way ~S'~;~ .-- t%~ i~,~0 ~ J "1 '/o..~ j 4- J~LO = ~ j Fire Place t j ~ lb ~ ~ ( ~ ~ Patio Porch Porch J Bath J Floors tInterior Finish JH~et' Roof Type j Rooms 1st Floor- Rooms 2nd Floor Dormer Sol BtDG DEPT. TOWN O~ Telephoto (631) 765-1802 r ' (631) 7 UILDING DEPARTMENT )WN OF SOUTHOI.n APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: License No.: ~,ddress: Phone No.: Date: II/11//0 JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax Map District: 1-~1~- ~1- IS-O~ 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: ,Do you need a Temp Certificate: YES / ~ Rough In Final Temp'lnf_o. rmation (If needed) · ' · Service SiZe. ' 3Pha O0 , . ~ ~ 150 (~ 300 350 400 Other · Now Service: Re-conne~-UndYgmun~ Number of Metem C~---~ngeof Servl~ Additional InfOrmation: PAYMENT DUE WITH APPLICATION 82--Request for Inspection Form ~ 50'~ CER11FIED TO: THE EXISTENCE OF RtGHTS OF WAY AND/OR EASEMENTS OF RECORD ANY' NOT SHOWN ARE NOT GUARANTEED. UNAU ?WORIZED AL ~RA T/OI~ OR ADD/T/ON TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF "HE NEW YORK STATE EDUCA T/ON LA · COPIES OF THIS SURVEY MAR NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID ?RUE COPY.~ ~ GUARANTEES ;NDICA TED H~ALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALf:' TO THE .9~' TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITU~ON USTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION, GUARANTEES ARE NOT TRANSFERABLE. · NOTE: NOTE: ~5o' W~DE) · THIS PROPERTY RESIDES ~N ¢'lrM ZONES AE(EL,12), AE(EL. 15) ~' VE(EL.15 NOTE: ~E ELE'/A'DIONS SHOWN REFER TO THE NATIONAL GEODETIC VERTICAL SURVEY 1988 DAT1JM (N.G.V.D. 88) AREA OF LOT IS ,50,596 S.F AREA OF ADJACENT AREA = 1,5,533 S.F. AREA OF' EXIST. HOUSE FOOTPRINT INCLUDING ALL ROOFED AREAS & BALCONY = .~857 EXIST. PERCENTAGE OF COVERAGE = 28.8~ AREA OF PROP. HOUSE FOOTPRINT=5205 S.F. -'Ru?. r'£=~C',_:,-AL, E SF SC ..E~T ' 32 7:77 SURVEY OF: SITUATED IN: TOWN OF: SOUTHOLD LOT 43 &: PART OF LOTS 4.2 &: MAP OF CAPTAIN KIDD ESTATES ~'!LED JAN 19, 1949 -- AS No. 1672 MA TTITUCK INLET SUFFOLK COUNTY, NEW YORK DATE: 10/31/08 JOB NO. B08-11828 SCALE: C! ST. SEC. BLK. LOT S.C T.M. NO. "DO0 ?99 0~ 42 44, BLOCK 2 KENNETH H. BECKMAN, L.S. Surveying and Land Planning 1814 Middle Country Road Suite D Ridge, N.Y. 11961 (6:]1) :]45-9427 FAX (6:]1) 345-9429 I" - JO' ~EV. 5/,50/2010 ~0-12620 ~EV, 5/22~09 808-12101 REV. 5/1/09 B08-11955 =Er. !2/31/08 B08-1~955 APR 1 9 2011 BLDg. DEPT. TOWN OF SOUTHOLD ~ D LANDW,NR NOTE: NOTE: TH~S PROPERTY RESIDES ~N F~RM ZONES AE(EL.12), AE(EL.I$) & VE(EL.151 NOTE: THE ELEVATIONS SHOWN REFER TO THE NATIONAL GEODETIC SURVEY lg88 DATUM (N.G.V.D. 88) AREA OF LOT IS 30,596 S.F. AREA OF ADJACENT AREA = 13,333 S.F. AREA OF EXIST. HOUSE FOOTPRINT INCLUDING ALL ROOFED AREAS & BALCONY = 3,419 S.F. EXIST. PERCENTAGE OF COVERAGE = 25.6% ,al CER'DFIED THE OF WA Y AND/OR EASEMENTS OF RECORD IF ANY, NOT SHOWN ARE NOT GUARAN TEED. UNAUTHORIZED AL TERA 7-10N OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LA l,~ COP/ES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NO T BE CONSIDERED TO BE A VALID TRUE COPY. ~ GUARANTEES INDICA TED HE't~'~ON SHALL RUN ONLY TQ THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES QF THE LENDING INSTI- TUTION, GUARANTEES ARE NOT TRANSFERABLE. 7.96' SOUND BEACH SURVEY OF: LOT 43 &: PART OF LOTS 4-2 &: 44-, BLOCK MAP OF CAPTAIN KIDD ESTATES FILED JAN. 19, 194-9 - AS No. 1672 SITUATED IN: TOWN OF: SOUTHOLD MA TTITUCK INLET SUFFOLK COUNTY, DATE: 10/J1/08 DIST· S.C.T.M. NO. 1000 NEW YORK JOb NO. B08-11828 SCALE: 1"- SEC. BLK. LOT 099 Ol 4.2 2 KENNETH H. BECKMAN, L.S. Surveying and Land Planning 1814 Middle Country Road Suite D Ridge, N.Y. 11961 (831) 345-94;~? FAX (631) 345-9429 ,,,.~0'~ FINAL SURVEY 4/2/2011 Bl1-13358 FOUND LOC. WITH ELEVS. 11/9/2010 B10-15104- REV. 5/30/2010 B10-12620 REV. 5/22/09 B08-12101 REV. 5/1/09 BOB-II935 REV. 12/31/08 BOB-II935 Verify wfndo~ ~lze with roof slope Vent 12 I/2" Prom eoves odge to 2'-0" Inside bhe exterior ~oll line of the house T,O, Floor Flood ' 8.D' Mvln~ Room HDU D Hole down where fndlcoted _J F ] L------J Flood · 14,0' TiO. Floor Vinyl R-Iq InsuL m Vo~or b~r~l~r I/2" I/2" ~p~ %0. Flood Vopor Oorrler I/2" Plywood I/2" G~jp, 0520 90¢0 sbrop o~och ~l~h (DJ 8d noll~ oo~h eno ~rop under s[ll ~lo~o~ I~" o,c. ~ol ~111 - Exl~tlncj roof strumbure New 2 x 8 c~. I&" o,c, ~on H2A ot eoch r,r, T~pTcol 12 Tqplc~l oll Ne~ I=-oof~ Hol~ture Stol2 underlo~ment Prom ¢ove~ e¢ge ko 2'-0" Ins[dm the exberior violl F,~. A~lmholt Dhln~jle~ r~ted for I~0 mdb ~/8" Plywood Elmlason H2A ot eoch r.r. -- Fir, OonsL ~/4" 2 x 8 F.j, 12" ~,- Iq Insul. ~nrhor Ooib~ E'-O"O ends, ~[n. me,ch surroundln or~de / J R-DO Insulo~fon T,O, Floor' I0.1' %0 FLoor 14.0' Floor ,oord VICTOR CUNEO ARCHITECT P.C. ] 54 LAUREL ROAD EAST NORTHPORT, NY ! 173 l (631) 261- 2744 NOT~: Varify' ~xl$~lncJ adJue~ ne~ Foundc ne~ Floor hgt. ~1~ Floor hc~. Each ne~ Found. co A~,och no~ Foundc~lan existing ~l~h #D re 12" e.~. Yertf~al. helcJh~ and ~lon to mo~ch ~he exle~lng qnec&lon 1'-4" ~ Foo~;Ing ~/ Flood Concrete Found. c 1'-4" x ~" Line of Fire pIc~ce to rernove ~---~Exlstlncj Foundation Lo remain Ftood Ven~ T~p. Each ne~ Found, connection ALt:ach ne~ Foundation to Flood Vent I I Flood Veal F Existing Footing verlF~ size and depth ~R~lse hgL. of exletlng Foundation r Flood load hgt. -- Dolld bearln, From ridge beam column'bo t=ooLIng _J L. '. -- --~ r~plcol L -- -- -- ~ on O'-O" x W-O" x 12" ne~ poln~ ~oo~ln~ ~l~h (4) ~5 r~ 9 9 X xletlng FoundaLlor~ Flood Vent F 5and Exle[Ing 2 x ~ ILl. ~&" O.c. Flood Vent column ~lne of Fir atoove~ ~-~ verlFt EXISTING FOOTING x O'-O" depth ~ exletlng ~i Iouvered It~ree piers L~ Lop of exlsLIn% ~ooLIncj x W-O" depth i [~EXI~TIN~ FOOTIN® I FOOTIN® ~move exieblng ~olumn NOTE, REMOVE EXI~TIN~ MECHANIC:~AL 5¥5TEl'4~ UTILIT'r' CIFOSET IN CARACE I Exlel;Ing I 6 c.c. IIII =load Vent Flood Vent FOUN PAT ON P AN I/4" = I'-0" AGO (2) 2x I0 O AC~(2) 2 x I0 2 X D Ledger board ~l~:h 5/~" dia. bolts staggered at 16" o.c. 2q'-q~" (2) 2 x tO -- 14" El<2. concreLe pier to 5'-0" b~lo~ grade ExLend existing FoundoLIon NOTE: Double Fir. Jet. under portlLIon ~olle 20 cjoc~¢ sbrop o[~och ~ith (5) 8d moTIs k~rop strop under sill, ~ 16" o.c. TOTAL GiP-APiL 5PAC~E / 5TOt~-ACE P~OVIDE 200D 5~, INOHE~ OF FLOOD VENTIN~ USE COOK - BUG~O VENT5 AT UDE NINE ~A~D: 425 ~.F. USE MIN. VENT5 IN 12" Fr~m sill ends, Min. ~" ¢mbodmen~ 5 X 5 Bearln~ pl~e ~sh~r ~l~h anchor bolt. NOTE; EX'~ND EXIeTIN~ FOUNDATION. CONNECT FILTH #5 DOI,~EL5 24" ON CENTE~, AND CONCF~J--TE EPOXY' ADD NEPI 4" CON~',. 5LAD~ ON iD MIL VAPOR BA~,~,IER OVeR ALL EXleTIN~ DIRT A~A5 AGC~ ~ill on ~tol t,¢rmi~¢ shield 5/D" g)io. onchor bol~s D'-O" O.C. 12," From sill cncts, Yin. -/" cmlocdmcnb AALL STI .APPIN® AT 5LAB ON oR. ADE Foundation Concrete and Masonry 1, Contractors to vedfy all dimensions of existing fouedation as It appJies to the new work being performed and shall coordinate the sub-contractors in such a manner to assure that the coodibena of the first and second floors are taken into account. 2. All footings to bear on firm, virgin, undisturbed coil 3. Soil to have min. beanng capacity of (t) ton/sq, fh 4. Footings to rest a min. of 3'-0" below grade, unless otherwise noted. 5. Walls to be poured concrete of size shown on drawings. 6. No back fill shall be placed against foundafion walls until 1"t tier of framing is in place. 7. Footings to poured concrete of size shown on drawings, 8, All openings for beam pockets, utilities, etc. to be filled colid with concrete. 9, Anchor belts shall be in accordance with pege foundation plan and details. 10. All concrete to have an ulflmate compressive strength at 28 days of 3,000 P.S.I, 11. Exterior slabs, garage slabs, and steps shall be 3500 psi, 12. Concrete slabs to rest on min. of 6" fine gravel or sand with 5 mil. Polyethylene vapor barrier under occupied space. 13. Flash all Joints where slab abuts framing. 14. Brick veneer to be anchored with (1) wall tie per (3) sq, fi, 15. Flash joint at brick ledge aed provide weep holes. Max 4'-0° C.C. to direct any condensation to the exterior 16. Apply (1) coat of tar based waterproofing to exterior of found from footing to 2" above finish grade. 17. No concrete or masonry work is to be performed in temperatures of 40°F and falling, unless approved by architect/engineer, No concrete shall be placed on frozen surfaces. 18. No additives shall be placed in concrete unless specified by architect/engineer. 19. Provide bituminous joints between slabs and foundation walls and where ever applicable. 20. Unless otherwise indicated, all foundation footings are th be a rain. 10" deep projecting 6" on each side of the foundation wall. Provide two ~ deformed bars continuous in the footing. All 4" thick concrete slabs to have 6 x B 10110 welded wire reinforcing Insulation: 1, AIl exterior walls and roots shatl be Insulated with foil facad fiberglass bott insulation by john Manville or approved equal foil to be placed toward warm side. 2. Generally, unless noted otherwise, Iceulate as follow: g" R-30 for fiat ceilings 8,25' R-30C for vaulted and cathedral ceilings 3.5" R-13 for 2"x4* wall construction 5.25" R-I 9 for 2'x6" wail construction 5.25" R-I 9 for floors Carpentry: 1. AIl lumber shall be Douglas fir lamb #2 and better (Fb = 875) unless otherwise noted. 2. All lumber in crawl spaces to be 18" above scratch coat. Maintain 8" min. foundation exposure. 3. Sills to be ACQ and securely flashed wth a termite shield. Also provide sill seal/Insulation, Size of sill to be (2) 2" x 6" unless (1) 2" x 5" is necessary to match floor heights with the existing structure. 4. At flush framing use 16 gage metal joists hangers by "Taco" or equal. 5. M~nlmum, double headers and trimmers around all openings in floors, roofs, and walls 6. Double all joists under parallel parfltions, posts, and bath tubs. 7. All beams, girders, etc. to have mia of 3" bearing 8. Min. beeder to be (2) 2" x 10" unless otherwise ncted. 9. AIl woad sills and woed in contact wfih maconry/concrete to be ArQ treated, 10. All exterior sheathing shall be called as per fastening schedule. Generally, sheathing is of %" thickness on walls and roof and is of cdx grade, unless otherwise noted. See floor plans for aeditionai nailing or different nailing requirements when applicable. 11. Sub flooring, generally, to be of %" inch thickness and of cdx grade nailing as per fastening schedule and glued, 12. Exteflor sheathing to be covered with "tyvek" house wrap or approved equal. NO'f'~. EXTEND EXIeTIN(~ FOUNDATION. CONNECT FILTH #E] DOV,~L5 :24" ON CENTER AND CONG~TE E]POXY' EM~ ~ BA~ ~" INTO EXISTIN~ AND ~" INTO NE~ FOUNDATION EXtST/N~ FOUNDATION I NE] FOUN AT,ON F///////? AIDID ON TOP OF EXlSI'JN~ FOUNDATION MAR 2 2011 BLDB DEPT TOWN OF SOUTHOLD ~eneral NoLee I0 / 12 / O~ I0 / 2"/ / Oq 4 / I~ / I0 1/5/11 R~vlalon/la~u~ D~t:o./ VICTOR CUNEO ARCHITECT P.C. 154 LAUREL ROAD EAST NORTHPORT, NY 11731 (631) 261- 2744 ... J /Pro/e~L Nc~me anti Actdr~aa C'dPt .US ilO0 50UND t~EAOH DRIVE MA1WITUCI~, NY' 11~152 ~ProJecL ~/5/Oq outdoor PIood Vent Exlstln~ Flood Vent HDU5 Hold do~n bracket- o_ LVL Ho X ~ Don ~olls 2 x 12 r,r. 2 x ~ studs HDUD ~0~2 12 Column drop beam (2) 1775" x II 'T/~" LVL Dropped I.'TS" x Il ~/~" ~ ~move Nei, i Il ')/~" Depth TJI (2) 2 , 2 X ~ ¢OLUI'4N$. 5TRR column 2052 ~xl~ttng roof to remeln No ¢,hancjes FlOod Yenb Hold do~n Laundry G-label ~lf Glosl (2) 2 x 12 (2) x 12 ~--~/,'/_ Kitchen ] Tray eellincJ 1~11 shelf X to rldcJe 1.~5" x II '//¢" LVL ,ting Ltvlr Room Exlstln~ boom and column Line of overha_n~j t_~ remove [] =SIMPSON HDU 5 HOLD DOWN I T FLOOR PL i/4" = I'-0" AN 2xer. Hl~,cjht ~all (2) 2. x 12 ¢2) Porch (2) 2 111 C, ol. to r 'lC, AL eAOH COLUI (2) 2 x 12 ~04& 4N ~ Per U$~ "SIHPSOI' I/2" frol Existln¢ t~ec~room 12 @ IS" ~located Bathroom E~othroom Exm~tln~j E~edroom 140"/ 5.F. AI~EA OF HOUSE TO BE DEh'IOLISHED AND REBUILT ~IE~ S,F. EXISTIN~ 1ST FLR TO RAISE 482 5.F. EXISTIN5 ~A~SE 150 5.F, NE~ F~ONT PO~GH x ZONE 5 ZONE FIELD 12" O,C 12" OC PANEL EDGES 8' OC 6" /,IALL 120 HPH kilND ZONE (D 5EOOND oUSTS) USE I/2" C, DX k~ALL 5HEATHIN¢ FASTEN WITH E~D GOhdMON eALVANIZED NAIL5 2" X II I,/2" eA, - PATTERN A5 INDIC,,ATED BELOW r-E) F ZONE 1 ZONE 2 ZONE 3 ZONE 4 FIELD 8" O.C. 12" OC, 3" O,C 4" OC. PANEL EDGES 4" 0 C 6" O,C 3" 0 C 3" O,C OOF NAILING SCHEDULE 120 HPH I,,tlND ZONE (~ 5ECOt,,tD ~USTS) USE I/2" C,DX f~20F 5HEATHIN~ FAS'I'EN WITH E~D C, Oh'/i"~ON ~ALV'ANIZED NAILS. X Il I/2" eA. - PATTERN A5 INDJGATED BELOW ~enerol Notes Oec~lnnlncj on~ hark per~ormmcj on~ of IbC I0 / 12 / O~ I0 / 29 / Oq 4/lq/lO I/B/II Firm N~me and Address VICTOR CUNEO ARCHITECT P.C. 154 LAUREL ROAD EAST NORTHPORT, NY 11731 (631 ) 261 - 2744 IlO0 ~UND BEAOH DRIVE MATTITUCK, NY ii'=152 ~/5/Oq A5 I/4" = I'-o" "51t'4PSON" 5TRR I/2" ~¥STENf Ft~.OM ROOF TO ~=OOTrN~ ~=xlst;lng F~.ldge Line oF Gomblne Inl~e one Full Aid:lc Line OF ~ll belo~ 2 x lo r.r. Line oF ~<~11 below PLAN 21& 5.F. NE.,,N 2ND PLO0~. LIVfN~, 5PAG~ ADDED g~l¢ ~Z. I=XI~TIN~ 2ND FLOOR TO RAISt-- HDU5 Hold _o (2) 2 12 New .2 x ~) i~ I-0 Il I' Down,[ Exls[ln<:] 5o,~ Dr. (2) 2x 8 X 20&¢ (2) ET e move exl¢ln<::J slider I--xletln~ oreo X L~TA21 F Ah,flED OPENIN®& S[m[~sen mode[ numbers FLO0 . TO FLOOR CONNECTORS 5TR~, I/2" 5~stem From roof to Footlnc.]. Min. '/" HB~¢ Permc~¢os~ Notes and Specifications It is the contractor's responsibility to keep this construction document on site at all times, It ~s also the contractor's responsibility to read all notes, specification and be familiarized with the plans prior to work. General: 1, NO work to start until approved plans are obtained from the building qepartment. 2, All construction shall be performed in e workmen like manner. Ali dimensions, conditions and applicable information of existing site shall be field verified by general contractor. 3. AJI work shall conform to national, state, and local codes and all authorities having jurisdiction. 4, All unnoted or non-visible easements are the responsibility of the owoer/bullder. 5. Any omissions or discrepancies of plans and/or job conditions shall be clarified with the architect/engineer before proceeding with the work 6, NO deviations or changes to the structural system shall be made unless approved by the architectlengineer. 7. Contractor to verify dimensions of foundation with floor plans before the start of framing. 8. Dry wells to be installed as required by state and local codes 9, Do not scale drawings, written dimensions take precedence f0. Builders are responsible for all Inspections, approvals, certificates, cert. of occupancy or completion and UL. approval. t~. This set of dra~ngs is the property of Victor Cuneo~ Architect. t2. The contractor shall obtain all inspections necessary for a certificate of occupancy ~3. The contractor shaft keep premises reasonably clean at ail times. At the completion of work, the contractor shall remove all rubbish, waste materials, tools, otc., clean glass and leave work floor clean, t4. The contractor shal~ carry workman's compensation and general hability insurance. All shall comply with state and local codes and ordinances, '15. The contractor should fully guarantee his work and the work of the sub-contractors for a period of at least one year after completion of project. 'i8. The contractor shall indemnify and hold harmless the owner, architect/engineer and their a9ents and employees from and against all claims, damages, loses and expenses, mcludlng attorney's fees arisin9 out of or resulting from the performance of the work provided that any such claim, damage, loss or expense (A) is attributable to bodily injury, sickness, disease or death or to injury to or destruction of tangible property (other than the work itself including the loss or use resultin9 there from), (B) is caused in whole or in part by any neghgent act of omission of the contractor, any subcontractor, anyone directly or indirectly employed by any of them, or anyone for whose acts any of them may be liable re9ardless of whether or not is caused in part by a party Indemnified hereunder~ lT. All materials, assemblies, and method of construction including but not limited to form- work, block-work, framing, nalhng, placing of concrete~ etc, are to be carefully supervised by the contractor to be sure they are in accordance w~th the drav~ngs, specifications, applicable codes and 9god practice. Deviations from the drawings and specifications will not be permitted without written authorization of the architect/engineer. ~8. The contractor shall be responsible for any shop drawings needed, unless otherwise specified, All dimensions and conditions pertaining are to be field verified. tg. Contractor to remove and relocate as required all existing work which interferes with new construction in a workman like manner 20,A1~ materials are to be installed as per manufacturer's specifications, unless noted otherwise. 1. Block exterior stud walls at half story heights and at unsupported edges of exterior sheathing 2. Provide cross bracing at Joists, studs, and rafters when spans exceed 8'-0" 3. Top plates to be doubled and lapped at corners. 4. Apply all conditions addressed in fastening schedule as necessary, 5. Provide all nailing and strapping as per the drawings and as required by codes. 6. At "wet wall" parallel to joists frame double joist as per code. Generally, separate double joist the thickness of wall above, Sub floor shall never exceed ale"span. 7, At rough openings provide all applicable nailing and strapping. Glazing, v~ndows and doors: 1, All glass to be insulated Iow-E. I. hJess otherwise speclhed. 2 Glass doors and windows shall not be installed until proper clearances and provided. 3. All sliding glass doors, skylights, and any glass unit installed within 18" of finished floor shall be of insulated tempered glass unless otherwise noted, 4. All glass units shall be installed in strict accordance with manufacturer's specifications, 5. All windows to be caulked and sealed as per New York State energy conservation code. 6, Provide flashing pans under all sliding glass doors, windows, or any other type of glass unit when within 6" of an exterior surface, 7. All exterior doors are to be weathered stripped and provide all screens and hardware necessary for proper function of such units. 8, All glass is to be free of scratches and imperfections, Glass should be guaranteed by the manufacturer for a period of 5 years. 9. All windows to be Andersen unless otherwise noted, If contractor is to substitute with another window manufacturer it is the responsibility of the contractor to verify that the characteristics of the window match the characteristics of the Andersen window specified. The characteristics are as follows, but not limited to: Design pressure, rough opening, u- factor, light area, vent area, and egress requirements Gypsum wallboard: 1. Gypsum wall board systems shall be of a tape joint and joint compound method, 2. All gypsum board shall be %" on walls and ceiling: unless otherwise noted. V~ter resistant (V~R.) at bathrooms and where deemed applicable. 3. 5/8"; one hour rated, type 9(' gypsum board on ceiling and wails (where applicable) at heat producing equipment to extend three feet in each direction beyond the unit(s). Also at heat producing equipment, concrete floor or if placed on wood frame, install concrete panels of 5/8" thickness minimum. 4. Finish joints, j-beads, nail dimples: corners, and edges shall be taped and receive three coats of joint compound. Allow 24 hours to dry between coats. Final coat to be sanded smooth, 5, Metal corner bead to be used on all outside corners and around all openings. 6. Fasten gypsum board as per fastenmg schedule. Asphalt roofing shingles: 1. All sloped roofing shingles shall be GAF-class-a asphalt roofing shingles or approved equal. 2, Shingles shall be applied over 15# building felt. Lhless other noted, Also apply GAF- weather-watch ice and water barrier 2 feet from eaves, valleys, and flashing. 3, Provide flashing necessary for water tight and weatherproof construction. 4. Roofing is to be applied in strict accordance with manufacturer's specifications 5, Nading of roofing shall be to code Site work: 1. Stakeout is to be performed by a licensed surveyor, or by qualified sub-contractor, 2. Verify all given data on drawings. If there isadiscrepancyl receive clarification form architect/engineer prior to proceeding 3. Excavate and back fill for work indicated on drawings, Stockpile topsoil oPtained from stripping driveway and building site, Stockpile all excavated materials. 4, NOw and existing back fill material is to be free of weeds, tree roots, rocks, and debris. All surplus material that is unsuitable for back fill material shall be removed from site. VICTOR CUNEO ARCHITECT P.C. 154 LAUREL ROAD EAST NORTHPORT, NY l 1731 (631 ) 261 - 2744 I100 5OUND t~EAGH DRIVE MATTITUGK, NY Iiq52 L.. j ¢ /3,` /os 2'x16' WOOD WALK WAY ~p 7.96' NOTE: THIS PROPERTY RESIDES IN FIRM ZONE AE (EL.12) NOTE: THE ELEVATIONS SHOWN REFER TO THE NATIONAL GEODETIC VERTICAL SURVEY 1988 DATUM (N.G.V,D. 88) NOTE: AREA OF LOT IS 50.596 S.F. E~-O~ ADJACENT AREA = 15,535 S.F. OF HOUSE FOOTPRINT = 2616 S.F. PERCENTAGE OF COVERAGE = 19.6% oD 0 O. 0 (,l FR.~ME BA 0ONY TO,~BE RE?MOVED / \ (5o' 5 TE PLAN D~,'r'YtELL ~,ALGE, 5" RAINFALL 4200 5.F. ROOF X 5/12 X I = 1050 USE (4) 4'-0" X I0'-0" DIA. RIN¢5 Minimum Uniformly Distributed Design Loads ( Based on Tables R301.5, R301.6, R301.7 ) Use Live Load Dead Load Exterior Balconies 80 PSF 15 PSF Decks 40 PS~' 15 PSF Attics without storage (Roof below 3 pitch) 10 PSF 15 PSF Attics with storage (Roof above 3 pitch) 20 PSF 15 PSF Rooms other than sleeping 40 PSF 15 PSF 81eepin9 Rooms 30 PSF 15 PSF Stairs 40 PSF 15 PSF Guardrails and Handrails 200PSF 15 PSF Roof loading 45 PSF 12 PSF for attic _. 15 PSF for Cathedral cig.. 5'r'MBOL5 / ABBP-,BVrATION5 Structural Member Allov~ble Deflection Raftem slopes greater than 3/12 No finished alg Attached L / 180 Interiorwalls and partitions H/180 Floors and plastered cig. L/360 All other structural members L/240 Ext. walls with plaster or stucco H/360 Ext. walls -wind loads with brittle finish L/240 Ext. walls - wind loads with flexible finishes L/120 STRUCTURE / CENTBR LINE EXIETIN~ EXHAUST FAN OOLU~N UN~ ~OINT LOAD GABON MONOXID~ ~ETE~TO~ POINT LOA~ ~OM ABOVE HIN~ED DOOR ~INDO}N I X I F.J. = FLOOR dOIST O.d. = CE~LJN~ JOIST G,T, = COLLAR BP. = BOARD ~Y'P, = BHEETROC~ t=.¢, = R,R. = ROOF RAFTER5 MiN. = V,B, ~ VAPOR PLY', = FLY'!~OOD EX, = EXI~TIN~ COMP ~*.r t~t^,,x NEi'i, '/©R~'' ~, ',T; & }OWh AS F,E~,!U~-,~' L, ?~ND COND ...... __L______ SOUTHOLD T0~ Z CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Ground Snow Load Wind Speed 20 PSF 120 MPH Seismic Design category SDC - C Sds < 0.50 V/~athering Severe Frost depth Termite 3'-U' Moderate to Heavy Decay Slight to M~erate Winter Demgn Temp Degrees lee Sh~Jld -' Air : Underlayment I Freezing i .... hazard required Index 5-1998 Yes(Req'd) [ +-513 1, CODE: Structure shall be designed and built according to the AF&PA WFCM ( Wood Frame Construcbon Manual for One and Two Family Dwellings) 2001 2, NYS Residential Cede 2007 N.Y.S DEC REScheck Software Versioh'4.:A0 Compliance Certificate Project Tille: Cyprus Residence New York Energy Consereafi~m Construction Code Sulf~k Cmmly. Nm Ymk Del;cited 1 m' 2 Family N=n-Elechic PL UM£E'r- O^! LE? 0 C,"u '?'~, CFoLm,',, , E;<,. UNDERWRffERS CERTIBUATE APPROVED AS 672 ~.O G.D 23 1769 343.0 O.D 62 24;,'29 13.D fl.D 159 4;31 0.300 129 47 fl,;~OD 14 18 0.3(20 6 344. 19.0 fl.O 21 228 19.0 0.n 11 ~"~ 5 19.0 ~1.0 lg8 RETAIN 8TORU OF THE TOWN CODE. IO / 12 / Oq 2 / 12 / IO 2 / 15 / ID 4 / i~ / lO VICTOR C~EO : ARCHITECT P.C. 154 LAU~L ROAD V~MI~G Ut,, k HAS BEEN, Appr r~ aur D ESIDENC5 s glULN~ 50UN~ BEACH DRIVE TRiCAL~ATTI~G~, N~ ES o~w ~U~OFF ¢/B/oq =~H~ I/4" = &OUTHOLD ] OWN COD n~ Foundotlon Flood Venb Flood \ 1'-4" x 8" (2) Flood T~p, EocH nov~ Found. Attoch ne~ Foundobion to 12" o.c. ver-Lr¢ol. FOUN A ON P/AN I/4" = I'-O" j NOTE: EXiSTIN¢ PE~IMETEI~. FOUNDATION TO ~ENtALN Tll on h'fdtol tdrmit:¢ Line of Fire ploc~ LO F I I Found. l'-4" FooLln¢ ~,ld v~rlF I now polnL Iocet oma ODd Vent L- -- -- -- u ..~ &oIl~ D-C~tCl~ej ~rom rldc3e L/ ' ' ~---- ~ T~p~c~l ~ ~ ~ 5 112" 5t~ol column on 5'-O" x ~'-O" × 12" - x Footlncj ~lth (4) #5 r¢ bor cq VenfFW ~oln[ lorD[Ion ~ I I I Exle~:Tnc3 Footlnc3 (5) ~.-rEdx ~,.125" LVL~ i,I (5) 1,'~5'1x 5" LVLe _~ _ j ./,_~½,,, L --t -- J ./,.~,, L U ~mrtl~:lon ~olle Flood 5~nd Floor- g Footlnc3 ~lz¢ end deOLh smove exfa~lnc3 column Flood Vent mxlELln~ 2xSL]. 16" o,c, Exl~Llnc~ 8" Ooncrete Found. on / Flood V~n~ column 2x8 F,[. NOTE: KISTIN~ 5LOSET ~A~.A~E Flood Vent~ (2) 2 x 10 .~-- 14" DID. concrete pTer to 5'-0" b¢lo~ cjrod¢ ExLend mxrel:lng found~Llon NOTE, TOTAL ORAk'4L 5PA~,E / 8TO~-A~E PROVIDE 2008 5~. INOH~5 OF FLOOD VENTIN~ U55 ~00~ PER VENT, U~E NINE V~NTE, dARAd5~ 425 5,F, UaE MIIN, VENT5 IN ~ARAd5 5/D" Dim, mnchor 12" From mlH mn~hor boll EXiSTIN~ FOUNDATION NE~ FOUNDATION EXISTIN~ FOUNOATION PIITH EXTENDED TO R~,IEE PLOOR LEVEL LIp TO 14'-0" i NOTE, EXTEND EXISTIN~ FOUNDATION. GONNEGT k~ITH ~5 DO~EL5 24" ON GENTE~'- AND GONCW-ETE EPOXY ALL ~XI~TIN~ DI~T A~EA~ 518" 5 ra. onchor bolts DuO'' O,C, 12" From 5ill ends, b,lfn. '7" dm[oeclmont Deering plato a hdr lth oath anchor b2olt. ?NALL ST APPIN® AT 5LAD ON 5RAPE Foundation Concrete and Masonry 1, Contractora to verify all dimensions of existing foundation as it applies to the new work being performed and shall coordinate the sub-contractora in such a manner to assure that the conditions of the first and second floors are taken into account. 2, AIl leerings to beer on firm, virgin, undisturbed soil 3. Soil to have rain, bearing capacity of (1) ton/sq, ff 4. Footings to rest a rain. of 3'-0" below grade, unless otherwise noted. 5, Walls to be poured concrete of size shown on drawings, 8. No beck fill shall be placed against foundation walls until 1 ,t tier of framing Is in place. 7. Footings to poured cencrate of size shown on drawings, 8, AIl opecings for beam pockets, utilities, etc. to be filled solid with concrete 9, Anchor bolts shall be tn acoordance with page foundation plan and deteils. 10. All concrete to have an ultimate compressive strength at 28 days of 3,080 P.S.I. 11. Exterior slabs, garage slabs, and steps shall be 3500 psi. 12, Concrete slabs to rest on rnln, of 8" fine gravel or sand with 6 mil. Polyethylene vapor barrier under occupied space. 13, Flash all joints where slab abuts framing. 14. Brick veneer to be anchored with (1) wall tie per (3) sq, f. 15. Flash joint at bdck ledge and provide weep holes. Max 4'-0" O.C. to direct any condensation to the exterior 18. Apply (1) coat of tar based waterproofing to exterior of found from feeUng to 2" above finish grade 17, No concrete or masonry work is to be performed in temperatures of 40°F and falling, unless approved by architect/engineer, No concrete shall be placed on frozen surfaces. 18, No additives shall be placed in concrete unless sbeclfied by architect/engiceer. 19, Provide bituminous joints between slabs and foundation walls and where ever applicable. 20. Unless otherwise indicated, all foundation footings are to be a min. 10" deep projecting 0" on each side of the foundation wall. Provide two ~ deformed bars continuous in the footing. All 4~ thick concrete slabs to have 6 x 6 10/10 welded wire reinforcing Insulation: 1, AIl exterior walls and roofs shall be insulated with foil facad fiberglass bett insulation by john Manville or approved equal foil to be placed toward warm side. 2. Generelly, unless noted otherwise, Insulate as follow: 9" R-30 for flat ceilings 8.25" R-30C for vaulted and cethedral ceilings 3.5' R-13 for 2"x4" wall construction 5.25~ R~19 for 2"x8" wall construction 5.25" R-19 for floors Carpentry: 1, Ail lumber shall be Douglas fir larch #2 and better (Fb = 875) unless otherwme noted. 2, All lumber In crawl spaces to be 18" above scratch coat, Maintain 8~ min. foundation exposure. 3. Sills to be ACQ and securely flashed with a termite shield. Also provide sill seal/insulation, Size o¢ sill to be (2) 2' x 6~ unless (1) 2" x 6" Is necessary to match floor heights with the existing structure. 4, At flush framing uss 16 gage metal joists hangers by"Teco" or equal. 5, Minimum, double headers and trimmers around all openings in floors, roofs, and wails. Double all joists under parallel partitions, posts, and bath tubs. 7. All beams, girders, etc. to have rain. of 3 · bearing 8, Min. header to be (2) 2" x 10" unless otherwise noted. 9. AIl wood sills and wood In contact with masonry/concrete to be ACQ traated, 10. All exterior sheathing shall be nailed as per fastening scbeduie, Generally, sheathing is of ½" thickness on walls and roof and is of calx grade, unless otherwise noted, See floor plans for additional nailing or different nailing requirements when applicable, 11. Sub flooring, generally, to be of ~,4" inch thickness and of cdx grade nailing as per fastening schedule and glued, 12. Extedor sheathing to be covered w~th "tyvek" house wrap or approved equal. NOTE, EXTEND EXISTIN® FOUNDATION. GONNEGT ~ITH ~5 DOV~ELS 24" ON OENmF-~ AND CONCRETE El=OX1'' E~BED RE E'eR U" iNTO EXISTIN~ AN~ ~" INTO NE~ FOUNDATION I0 / 12 / Oq ID / 2~ / Oq 4 / I':' / I0 VICTOR CUNEO ARCHITECT P.C. 154 LAUREL ROAD EAST NORTHPORT, NY 11731 (631) 261- 2744 II00 80JND DEAOH DRIVE MATTITUCK NY' ilq52 8/510c~ Flood Vonb 28D01 roof to remain Flood HDU5 O-label ~IF al, los Laundry AFF~O~ x12 LVL He 2 X & ~en ~all~ 2 x 12 r,r,, d 2 x 12 r,r, Existing b2eam and oolumn (2) 2 x 12 (2) Do~2 (2) 2 ~2 2 x ¢ r.r.I 2 x ~ r.r, le" o.~. i~7 o,~, ~ = 51MF~SON HDU 5 HOLD DO/NN F R T FLOOR PLAN I/4" : I'-0" Line O~O__V~ ~lote ~o~h ~ld~ o~ ~lndo~ Hold do~n T~ ~01~ T~ BOI~ GEILIN® Bt AOIN® ®ABLE ENEP ALL &EOTION D - AFPA ~00~ F~A~~= OON&T~UOTION MANUAL 'f/~" x 12 LWh ~oom --12" 5~,uore HB~ Perme¢as~ d.olumn Line oF Oe~,k aOove Q- I~ o~ ~ ~ (~) F,4. Fl~eh (2) 2 × ~ X Ex15bln¢ x 12 F~i, (2) 2 x 12 12 (2) ~0~2 (2) 2 ×t Bedroom (2) 2 x 12 D04~ ~ll Gal, ~o ,'move PIGAL ~Ad.H OOL 1N uareI HD,,$¢ Per Us~ "~l~PDOh ~ I/2" fror Exrs~lncj E~edroom (2) 2 x & DO4& OPTION 5 STUE~ OPTION HOLD Z)OYNN E~AC, I<,ET ALL F( ~04~ (2) 2 x e iNu 5~5~em From exrs~ 140~ 5.F. A~-EA OF HOL)SE TO DEh4OLIDH~D AND ~EBUILT 462 5.F. EXI~TIN® lDO S.F. ~ ® FIELD PANEL EDGES SHEATHING NAILIN® SC, HEiPULE 120 NIPH ~NIND ZONE (D USE ¥2" d-DX ~ALL SHEATHIN~ FA&TEN WITH ~)D GOM~'ON ~ALVANIZED NAeL& ® ® FIELD PANEL EDGES ZONE 1 ZONE 2 ZONE 3 ZONE 4I 0.0. F 'OF NAILIN< SCH'EE)ULE 120 NIPH !dINE ZONE (B SEd.OND ~USTS) U~ I/2" G~X ~OOF 5H~ATHIN& ~A~T~N ~ITH ~ OO~ON ~ALVANIZ~ NAIL5 2" X II I/2" ~A. - PATTERN A& ,N~IOATED DBLO~ %,. VICTOR CUNEO ARCHITECT P.C. 154 LAUREL ROAD EAST NORTHPORT, NY 11731 (631) 261- 2744 I100 SOUND E3EAd,H D~,IX/E M~,TTITUC~, NY IIqD2 "91MPSON" 97~,1~- I/2" 9¥STEh4 FROM ~,OOF TO FOOTIN~ Linc of ¥2 ~oth ond ful/bc~th old rlcicj~ LinC OF ~ll b2olo,,s 2 x I0 r.r. Linc ¢~F ~11 bolo~ FLOC) P-. PLAN I/4" = I'-0" II Note: Interior ¢lmen~lon ~2r¢ to foco of 218 5,F. NEF~ 2ND PLO0~, LI¥1NO 5F~A~,E ADDED 518 5,F, EXISTINO 2N~2 FLO0~- TO ~,AISE LSTA21 Simpson model nurnbCrs FLO0t . TO .0 Dock 80811 ~052 (2) 2: 12 '~ @ :F Exfe~lnc~ b4o~er Bo¢room 2848 (2) 2 x Exrcblncj Oloaot 2xlO (2) 2 12 (2) 2 x I0 omovo (2) AFP ,008 oxlsting slider I _ J X Notes and Specifications It is the contractor's responsibility to keep this construction document on site at all times. It /s also the contractor's responsibility to read all notes, specification and be familiarized with the plans prior to work. Generel: 1. No work to start until approved plans are obtained from the building department. 2. All construction shall be performed in a workman like manner, All dimensions, conditions and applicable information of existing site shall be field verified by general contractor. 3. All work shall conform to national, state, and Ioca~ codes and all authorities having jurisdiction. 4, All unnoted or non-visible easements are the responsibility of the owner/builder. 5. Any omissions or discrepancies of plans and/or job conditions shah be clarified with the architect/engineer before proceeding with the work 6. No deviations or changes to the structural system shall be mede unless approved by the architect/engineer, 7. Contractor to verify dimensions of foundation with floor plans before the start cf framing. 8. Dry ,,veils to be installed as required by state and local codes 9. Do not scale drawings, written dimensions take precedence 10. Builders are responsible for all inspections, approvals, certificates, cert, of occupancy or completion and UL. approval. 11. This set of dra~ngs Is the property of Victor Cunco, Architect. 12. The contractor shall obtain all inspections necessary for a certificate of occupancy. 13. The contractor shall keep premises reasonably clean at all times. At the completion of work, the contractor shall remove all rubbish, waste materials, tools, etc., clean glass and leave work floor clean. 14. The contractor shall carry wor kman's compensation and general liability insurance. All shall comply with state and local codes and ordinances 15. The contractor should fully guarantee his work and the work of the sub-contractors for a period of at least one year after completion of project, 16, The contractor shall indemnify and hold harmless the owner, architect/engineer and their agents and employees from and against all claims, damages, loses and expenses, including attorney's fees arising out of or resulting from the performance of the work provided that any such claim, damage, loss or expense (A) is attributable to bodily injury, sickness, disease or death or to injury to or destruction of tangible property (other than the work Itself including the loss or use resulting there from) (B) Is caused In whole or in part by any negligent act of omission of the contractor, any subcontractor, anyone directly or indirectly employed by any of them, or anyone for whose acts any of them may he liable regardless of whether or not is caused in part by a party Indemnified hereunder. 17, All materials, assemblies, and method of construction Including but not limited to form- work, block-work, framing, nailing, placing of concrete, etc. are to be carefully supervised by the contractor to be sure they are in accordance with the drawings, specifications, applicable codes and good practice. Deviations fromthe drawings and specifications will not be permitted without written authorization of the architect/engineer. 18. The contractor shall be responsible for any shop drawings needed, unless otherwise specified. All dimensions and conditions pertaining are to be field verified. 19. Contractor to remove and relocate as required all existing work which interferes with new construction In a workmen like manner 20.All materials are to be installed as per manufacturer's speciflcatLons, unless noted otherwise. 1. Block exterior stud walls at half story heights and at unsupported edges of exterior sheathing 2, Provide cross bracing at joists, studs, and rafters when spans exceed 8'-0" 3, Top plates to be doubled and lapped at corners, 4. Apply all conditions addressed in fastening schedule as necessary. 5. Provide all nailing and strapping as per the drawings and as required by codes, 8, At "wet wall" parallel to joists frame double joist as per code Generally, separate double joist the thickness of wall above, Sub floor shall never exceed a 18" span. 7. At rough openings provide all applicable nailing and strapping, Glazing, ~4ndowa and doors: 1, All glass to be Insulated Iow-E, Lhless otherwise specified. 2. Glass doors and windows shall not be installed until proper clearances and provided. 3. All sliding glass doors, skylights, and any glass unit installed within 18" of finished floor shall be of Insulated tampered glass unless otherwise noted. 4, All glass units shall be Installed in strict accordance with manufacturer's specifications. 5, All windows to be caulked and sealed as per New York State energy conservation code, 8, Provide flashing pans under all sliding glass doors, windows, or any other type of glass unK when within 6" of an exterior surface. 7. All exterior doors are to be weathered stripped and provide all screens and hardware necessary for proper function of such units. 8, All glass is to be free of scratches and Imperfections, Glass should be guaranteed by the manufacturer for a period of 5 years. g, All windows to be Andersen unless otherwme noted. If contractor is to substitute with another window manufacturer it is the responsibility of the contractor to verify that the characteristics of the window match the characteristics of the Andersen window specified. The characteristics are as follows, but not limited to; Design pressure, rough opening, u- factor, light area, vent area, and egress requirements. Gypaum wallboard: 1, Gypsum wall board systems shall be of a tape joint and joint compound method 2. All gypsum board shall be ',~" on walls and ceiling, unless otherwise noted. ~ter resistant (V~R.) at bathrooma and where deemed applicable. 3, 5/8"; one hour rated, type 'X' gypsum board on ceiling and walls (where apphcahle) at heat producing equipment to extend three feet Ineacbdlrectionbeyond the unit(s). Also at heat producing equipment, concrete floor or if placed on wood frame, install concrete panels of 5/8" thickness minimum, 4. Finish joints, j-heads, nail dimples, corners, and edges shall be taped and receive three coats of joint compound, Allow 24 hours to dry between coats, Final coat to be sanded smooth. 5, Metal corner bead to be used on all outside corners and around all openings. $, Fasten gypsum board as par fastening schedule. Asphalt roofing shingled: 1. All sloped roofing shingles shall be GAF-olass-a asphalt roofing shingles or approved equal, 2. Shingles shall be applied over 15# building felt. Lhless other noted. Also apply GAF- weather-watch ica and water barrier 2 feet from eaves, valleys, and flashing. 3. Provide flashing necessary for water tight and weatherproof construction. 4, Roofing is to be applied in strict accordance with manufacturer's specifications 5. Nailing of roofing shall be to code. Site work: 1. Stakeout is to be performed by a licensed surveyor, or by qualified sub-contractor, 2, Verify all given data an drawings. If there is adlscrepancy, receive clarificatton form architect/engineer prior to proceeding. 3. Excavate and back fill for work indicated on drawings, Stockpile topsoil obtained from stripping driveway and building site. Stockpile all excavated materials, 4. New and existing back fill material is to be free of weeds, tree roots, rocks, and debris, All surplus material that is unsuitable for back fill material shall be removed from site, I0 / 12 / Oq 4 / Iq / I0 VICTOR CUNEO ARCHITECT P.C. 154 LAUREL ROAD EAST NORTHPORT, NY 1173 l (63 I) 261- 2744 CYPRUS ENCE [ I [ I TO, Floor LLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLL _LLLLLLLLLLLLLLLLLLLL LLLLLLELL__ LLLLLL _LLLLLLLLL--.LLLLLL bbbbb LLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLL -LLLLLLLLLLLLLLLLLLL--LL LLLLLLLLLLLLLLLLLLL _[ LLLLLLLLL LLLL_LLLLLLLb _LLLLLLLLL. LLLL~LLLLL_: [ LLLLLLL · LLLLL_LL _LLLLLLL L_LLLLL_L LL LLLLLLLLLLLLL_LLLLL_L LLLLLL LLLLLL_LLLLLL. LLLLLLLLLLL LLLLLLLLLLLLLLLL ~LLLLLLLLL_LL_L_L_LLL · L LI LL--L I LL-t I LL[ L~ LL ~-[ LLLLLLLLLL. LLLLLLLLLLLLLLLL LLLLLLLLLL_LL._LLL__LLL [ I [ LLL~, . ' LI I LL! L[ LLLLLLLELLL LLLLLLLLLLLLL-LL LLLLLLLI LL~LL L LLLL[ [ i I ILI t L~ . , I. I , I t I t I · I [ LLI LLLLLLL. LLLLLLLLLL[ LL-LL_LL[ LLL. I I.L_L:.L[ .[ t L I bi L II IL '[I LIt[I [[ LLLLLLLLLL. LLLLLLLLL Lb LLLLLLLLLL_LL_L_LL_L_LL LI L · ..b L L LLLLLLLLLL. LLLLLLLL[ LL----L~LLLLLLL--LL L--LL--LL LL L LL L --L LL LLLLLLLLLLLLL L_L·LLL LI · LLLLLLLLLL~LLLLLLLLLLLLLLLL --LLLLLLLLL--LL L_Lt_LLL I · LL ~ . , L L . I L LLLLL LL .LLLLLLLLLJLLLLLLLLLLLLL--LL --LLLLLLLLLLLL L~L '~kL ', I .L L L I ~ LL · T,O. N¢~ First Floor~ 14,0' AE 12 Lovol %0. ~xleNnq Floor F ONT ELEVAT ON LJ LJ L: LJ I/4" = ko com~l~ projoct L, LLLLL LI . L LLLLLL[ bbbb bi LLLLLLLLLLLLLLLLLLLLL LILI.LI. LLLLLLLLL~LLLL II.LI..L~LLLLLLLLLLLLLLL LLLLLLLLLLLL_LLL2LLLLL L[ LLLLLLLLLLLLL_LLLLL -LLLLLLLLLLLLLLLLLLLLI LLiLLLLLLLLLLLLLLLLLI _LLLLLL--LLLLLLLLLLLLLI --LLLLL2LLLLLLLLLLLLLI _LLLLL_LLLLI_LLL LLLLLI __LLLL LLLLLL __I_LLLLLLLLLLL LLLLLL LLLLL LLLLLL __ _LLLLLL__ LLLL _LLLLLL-- II II LLLL_LLIJ-LLL '--~LLLLLLLLL LLLLLL=LLLLLL LLLLL--~LLLLLLI. LLLLL--LLLLLLLLLLLLLLLLL -LL~-LLL, -LLLLLLLL LLLL~LLLLLLLLLLLLLLLLL~L~L~' LLLLLI I I I I I I I I I I I I I I al I I I r LLLLL~LLLLLLLLLLLLLLLL_. Lb_LbI LLLLLL~ I bbbbbb LLLLLL ('~) 2 X ~ ~L~¢ F4/ ~/~ ~¢¢1 LL_LL_LLLLLLLLLLLLLLLL~ LL~LLL- ~ LL_LLLLLLLLLLLLLLLL_LL LLLLLL. I-LLL~-~L~~IOI~bo ooch ~ldo o~ ~lm~oH LE LLLLL~LLLLLLLLLLLLL-I-I--~ _L L~LLL-LLLLL. I-LLLL LLLLLLLLLLL ' LLLLLLLLLLLLLLLLLLL_LL_L LL -LLL-LLL L LLLL__ LLLLLLLLLLLLLLLLLLL--LL _LL,_LLbLLL~L---LLL -LLL,-LLLL I-L--LLLLL LLLLLLLLLLLLL_LL_. LI ~_LLL-LLL/LL LLL LLLL--LLLLLL-LLLLL-- L k~ LLLLLLLLL'L[ LLLL LLLLLL_LLLLL -- LLLLLL_LL_. PROTECTION E:)ETAI / TO Floor T 0 Floor %0. Floor lOP TO. 51~b LEMATION I/4" = I'-O" but not ~h¢ rx~.mnt o~ mork roo~ulrrd project VICTOR CUNEO ARCHITECT P.C. 154 LAUREL ROAD EAST NORTHPORT. NY 11731 (631) 261- 2744 FLE ~ I E./,._ , Floor 140' ~ T.O. T~lc~l oil Now ~.ooF~ h4ols~uro SboF~ undorlo~mont: Prom o~2voe odg¢ bo 2'-0" 12 - 18.5 ' L--LLLLL~ LLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLuLLLLLLLLLLLLLLLLLLLLLLL ,--LLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLL--LLLLLLLLLLLLLLLLLLLLLLL Now vTn~l sldrmg LEFT S DE ELI=MAT ON I/4" = I'~0" No/~ vln~l siding consbrucblon b2u~ no~ bh¢ ox~ong oF work ro~.ulrod bo compIo~¢ proJocb vinyl siding ~Ne,~ vln~l ¢lcllng LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL _L LLLLLL LL LL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLL _LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL i L2LI _LLLLLL~-LLLLL_LLLLLLLLLLLLLLLLLLLLLLL LL~LLLI_LLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLL ~ LLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLL LLLLLLLLLLLL_LLLLLLLLLLLLLLLLLLLLLLLLLLLLL[ ®HT SIDE EL MA ION _LLLLLLLLLLLLLLLLLLLLLLLLLLI LLLLLLLLLLLLLLLLLLLLLLLLLLI _LLLLLLLLLLLLLLLLLLLLLLLLLLI LLLLLLLLLLLLLLLLLLLLLLLLLLI _LLLLLLLLLLLLLLLLLLLLLLLLLLI LLLLLLLLLLLLLLLLLLLLLLLLLLI _LLLLLLLLLLLLLLLLLLLLLLLLLL II II I/4" = I'-0" consbrucblon k2u~ no~ bbc ex~mn~ of work roo~ulrod ~o com~lo~o larojoc~ T~plc¢l ¢~ goth column T.O. Floor BFE %0. ~leor "Simpson" 5T~-,I/2" suet:om ~rbh STU I/2" laoerlng isle~®s ~o9 one 12o~:bom. I/2" Dlomo~or bhro~dod rod JOINT DESCRIPTION P, after to top plate (toe nail) Seilingjoist to top plate (toe nail) NAILING SCHEDLLE NLMBER OF NAILS ROOF FRAMING 4 - 8d Common 4 - 8d Common NAIL SPACING Per joist Per joist Selling joist to parallel Rafter (face nailed) 4 - 16d Common Each lap 2.oiling joist laps over partitions (face nailed) 4 - 16d Common Each lap 3,ollar tie to Rafter (faced nailed) 3 - 1Od Common Each connection ~locklng to rafter (toe nailed) 2 - 8d Each end Rim board to Rafter (end nailed) 2 - 18d Each end WALL FRAMING top to Top plate (face nailed) 2 - 16d per foot Fop plates at intersections (face nailed) 4 -16d per joint/each side Stud to Stud (face nailed) 2 -16d 24" o.c, -leader to Header (face nailed) 16d 16" c.c. along edges Top or Bottom Plate to Stud (end nailed) 2- 16d per 2 x 4 stud 3 - 16d per 2 x 6 stud 4 - 16d per 2 x 8 stud Bottom plate to FIr.jst, BandJst, EndJst or Biking (face nail) 2-16d per foot FLOOR FRAMING Joist to sill, top plate or girder (toe nailed) 4- -8d Bridging to joist (toe nailed) 2 - 8d Blocking to joist (toe nailed) 2 - 8d each end Blcoklng to sill or top plate (toe nailed) 3 - 18d each block each j gist per j~!~t .. each end Ledger strip to beam (face nailed) 3 - 16d Joist on ledger to Beam (toe nailed) 3-8d per joist Band joist to joist ( end nailed) 3 - 16d per joist Band joist to sill or top plate ( toe nailed) 2 - 16d per foot Structural panels interior zone ROOF SHEATHING 8d Edge / 12" Field Structural panels perimeter edge zone 8d CEILING SHEATHING 6" Edge / 6" Field Gypsum Wallboard 5d coolers WALL SHEATHING T' Edge / 10" Field Structural Panels 4' Edge zone Structural panels Interior Zone 8d 6" Edge / 17' Field 6" Edge / 12" Field Gypsum wallboard 5d coolers FLOOR SHEATHING 7" Edge / 10" Field Structural Panels 1" or less 8d Strctural panels greater than 1" 10 d 6_" Edge / 12" Field 6" Edge / 6" Field "Icc Shield underlo~mon[ ~irsb N~'I r~f~¢r ~o bop pIc~.o ~h -- SImF2son H2A ct. e¢ch rr s~gcjorod ~ 16" "ToeD" dock. S~lnloss S~ool ledger T'CP. PO CH COLUMN DETAIL ALL EXTERIOt~, STF'-.Ap5 AND HANoE~,5 &HALL BE DTAINLESS STEEL la/lO VICTOR CUNEO ARCHITECT P C 154 LAUREL ROAD EAST NORTHPORT, NY l 1731 (631) 261- 2744 n~¢d Pot 120 mph Plywood 12 ¢¢ 16" Type x ~. F~lt:h ~ooF ~lop~ 5/4" PI~oo, Dlund 2 x DFd. .c, ~- I~ Inaul. on ~lon~ ~1oo~ NOTE: ~o1~¢ ¢xTetln¢ I~v~l to notch ~urroun~ L_____ J-_ _J 174' -- - 2x4 12 D/D" Pl~oo~ 2 x I0 r.r. I&" o 112" ~9. BO. Mvlmq Room HDt. J D Hold down ~h¢r~ fndlco~d Porch %0. Floor -- Dee I/A& For column %0. Floor 14.0' 12.0' %0. Floor LJ 8" Ooncrebe on 16" x D" Foo~ln~s ~lth (2) #5 r¢ bmr continuous T,O. ~loor Z Ridge ~ood ,'~lth (D) Dd noll~ ¢och end oF - Exiotfng roof sbructur¢ Ne~ 2 x D cj. I¢" o,c. Furr eloped cig, down 2" For R-DO eon H2A o~ ¢och r.r. TypTcol 12 T~plcol oil Ne~ Prom Coves ~d0¢ to 2'-0" In~ld~ the exterior w~ll IIn~ oF the house P.D. Aspholb 2 x 8 cd. I&" o.c. ~-DO In~ulo~lon ~/2" ~yp, Dlmp~on H2A o~ emch r,r. Equip, GIo~e4 2 x D Fd, 12" o.c. R- Iq In~u[, DXD onchon ¸,% existing cro~ mo'.ch ~ iO.l' T.O. Floor %0, Floor lOP lO / ~2 / Oq 154 LAUREL ROAD EAST NORTHPORT, NY 11731 (631) 261- 2744 VICTOR CUNEO ARCHITECT P.C.