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35014-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34389 Rte: 06/07/10 THIS c~KTIFIES that the building NEW DWELLING Location of Property: 3590 ROUTE 25 (HOUSE NO.) (STREET) County Tax Map No. 473889 Section 35 Block 4 Subdivision Filed Map No. Lot No. GREENPORT {HAMLET) 28.12 conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 22, 2009 pursuant to which Building Permit No. 35014-Z dated SEPTEMBER 22, 2009 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH COVERED ENTRY, COVERED SECOND FLOOR BALCONY, SECOND FLOOR DECK AND ATTACHED THREE CAR GARAGE AS APPLIED FOR PER ZBA #5609, DATED 12/2/04. · "ne certificate is issued to GIROL~%MO GAMBINO (OWNER) of the aforesaid building. SUFFOLK CODN~Y DEPARTMENT OF HEALTH A~PROVAL R10-04-0076 EL~C=£KICAL c~KTIFICATE NO. PLIERS C~K'rIFICATION DA'r~u 130228 01/20/10 GEORGE FREDRICKS 0S/13/10 09/18/09 ature Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic feature~. 2, Fhaal ApprOval from Health Dept. of water supply and sewerage-disposal (S-9 form). Approval of electrical installation fxom Board of Fire Underwriters. 4. Sworn statement fi'om plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, indus~xinl building, multiple residences and Similar buildings and installations, a ceffificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Plannin$ Board Approval of completed site plan requirements. B. For existing.buildings (prior to April 9, 1987) non. cenforming 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 I. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00~ Additions to accessory building $25.00, Businesses $50.00. 2. Certificate efOccupancyon Pre-existing Building - $100.00 3. Copy of Certificate ofOecupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 / Date. / -New ConStruction:~[// Old or Pre-5.xisting Building: (check one) House No. Street ~' Hamlet OWner or OWners of Property: /~ 7A~,f~&~~ ~ SuffolkCoontyTaxMapNolOOO,$ection/L/73ff~/Fd GL~Bleck- C~O04 Lot Subdivision .......... Filed Map. . Lot: Pc,mit No. Date of Permit. Applicant: Health Dept. ApprOval: Underwriters ApprOval: Planning Board ApprOval: Request for: Temporary Certificate Fee Submitted: $ Final Certificate: (check one) 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. 33357 Z Date AUGUST 29, 2007 Permission is hereby granted to: INGER BOYAJI~Jq PO BOX 334 WADING RIVER,NY 11792 CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA, DEC, TRUSTEES WITH FLOOD PERMIT AS APPLIED FOR at premises located at 3590 MAIN RD County Tax Map No. 473889 Section 035 Block 0004 pursuant to application dated AUGUST 29 Building Inspector to expire on 29, 2009. GREENPORT Lot No. 028.012 Tee $ 1,592.00 Rev. 5/8/02 ORIGINAL 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. 35014 Z Date SEPTEMBER 22, 2009 Permission is hereby granted to: GIROLAMO GAMBINO 175 WEST MAIN STREET SMITHTOWN,NY 11787 for : CONSTRUCT NEW SFD AS APPLIED FOR PER ZBA#5609,NYSDEC, TRUSTEES#655 9 WITH FLOOD PERMIT at premises located at 3590 ROUTE 25 GREENPORT County Tax Map No. 473889 Section 035 Block 0004 Lot No. 028.012 pursuant to application dated SEPTEMBER 22, 2009 and approved by the Building Inspector to expire on MARCH 22, 2011. Fee $ 1,592.00 Authorized Signature ORIGINAL Rev. 5/8/02 CERTIFICATION Building Permit No. U 55q Owner: (Please print) Plumber: - (Please print) -' Date: ! certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ~ Sworn to before me this dayof~~ , 201~ CONi~i£ & BUNCH Notary Pubtic, State of New York No. 01BU6185050 Qua/if ed in Suffo k Coue Commiss/ol] ~xpires April 14, ~ ] 2t, Notary Public,~~ County LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. 670 MIDDLE COUNTRY ROAD ST. JAMES, NEW YORK 11780 (031) 265-3075 Fax (631) 265-6057 Application No.: 130228 Permit Number: 333572 Block: Lot: Section Owner: Gambino Residence Address: 3590 Main Road Municipality: Greenport OwnerPhone NY Agent: Address: License#: Agent: ASK Electric PO Box 196 Smithtown 39154 ask NY t1~'87- ..;, No. ITEM 39 Switches: 53 Receptacles: 8 GFCl Devices: 16 Dimmers: 65 MedlumSaseFIxtures: 0 FluroescentFIxtures: 0 HID: 1 RangeOvenCookTop: 50 1 DryerElectric: 30 3 ExhaustFans: 9 CeilingFans: 1 DW: 1 Laundry: SIZE No. ITEM SIZE 0 SubFeeds: 0 Timers: 0 Transformers: 2 ACEqulpmentCentral: 30,40 0 ACEquipmentWindow 0 MotorsbyHP: 0 Generators: WhirlpoolHotTub: Microwave: 0 WaterHeaterElectric: 7 SmokeDetectors: 0 TrackLIghtlngStHp: 0 ElectrlcHeat: 20 2 HeatlngEquipMotors: fhp 0 PumpMotor: 0 ExitSigns: 2 Disconnects: 0 EmergencySIgns: 0 FutureOuflets: LOCATION OF WORK: 3- Basemen ~ FirstFIoor ~ SecondFIoo Comments New Single Family Residence Final 9/17/09 Rivera / Additions Outside No. ITEM 0 PoolsAbvBIo: 0 PoolslnGround: 0 Pools Filter: 0 Pools Lights: CO Detectors: 0 Disposal: 0 Metal Halide Lamps: RefflgUnlts: 0 WalklnBox: 0 ExhauetUnit: 0 SteamShower: 0 BreadWarmem: 0 GarbageDIsp: 0 CentralVac: 0 ChandelierLlfts: 0 ElevatorUffs: Addition ~ Survey ~ New Const. J Temporary '_I OH ' UG !~ Amp: 20__.Q0 Phase: 1_ 'Jolts: 240 WireType: cU Conductor 2/.._QO # Meters: 1_ Electrical Certificate Certificate No. LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. Certificate Issued on: 9/18/2009 Issued to Gambino Residence Address: 3590 Main Road Greenport NY ASK Electric PO Box 198 Smithtown NY 130228 11787 THIS CERTIFIES THAT OUR LOCAL DISTRICT INSPECTOR CONDUCTED AN INSPECTION OF THE VISIBLE PORTION OF THE ELECTRICAL INSTALLATION DESCRIBED HEREIN AND IS COMPLIANT WITH THE CURRENT NATIONAL ELECTRICAL CODE. IAEI Certified Inspector TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT (~ON_STRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FRAMING / STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]RRE RESISTANT CONSTRUCTION [ ]RRE RESISTANT PENETRATION REMA~K~'~SI~L)/~-~ ~,~~~-'~~-~-- h~-~.~: .' DATE '~'~? INSPECTOR J~ /~ [ ] FO~JNDATION 1ST [ ] ROUGH PLBG. [~/]~FOUNDATION 2ND [ ] INSULATION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION TOWN OF SOUTHOLD BUILDING DEPT, 765-1802 INSPECTION [1/] FRAMI~ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ~._,_REMARKS: ' ~-~ . ~ DATE iNSPECTOR~~~.~' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [ ] FOUNDATION 2ND ~ STRAPPING [ ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ]INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] Fou~u~iJ~ION 2ND [ ] INSULATION ~F~MIN~/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION e ] FIRE RESISTANT PENETRATION REMARKS: / DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ~. [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [~STANTPENETRATION REMARKS: ~--~~ ~' DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ] FOUNDATION 2ND ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION REMARKS: [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ,~.m'~"R~IE RESISTANT PENETRATION DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R~G. [ ] FOUNDATION 2ND [~rlNSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. [ ] INSULATION ~ FINAL ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]RRE RESISTANT CONSTRUCTION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND ] FRAMING I STRAPPING ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ [ ]INflATION [ [ 2/] FINAL [ [ ] FIRE SAFETY INSI~CTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FInE RESISTANT IZENETRAl10N REMARKS: ~-~ ~.-~. --~,~ ~,~/~ ~ DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN~SU~~ [ ] FRAMING/STRAPPING [~] FIN~L//_~/~'- : [ ] FIREPLACE & CHIMNEY [ ] FIRE SAJ~IeY~SPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENE'rRATION REMARKS: DATE INSPECTOR~:'~/ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND ] FRAMING / STRAPPING ] FIREPLACE & CHIMNEY [ ] INSULATION ~/~FINAL ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: A~L~ ~ ~ ~, · ~ ~ ~ ~~ ~~-~..~>~:~. I~ATE '~ ~- '~/~- /'~ INSPECTOR ~ ~ FOUNDATION (2ND) ENS~AI'ION PER N. Y. STATE ENERGY CODE TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined ,20__ Approved ~ 20 D,sapproved c Expiration .. 20 BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? i~'g Inspector Board of Health 4 sets of Buildiag Haas Planning Board approval Survey. Check Se~pfic Form N.Y.S.D.E.C. Trustees Contact: Mail to: APPLICATION FOR BUILDING PERMIT Date "~/)1 INSTRUCTIONS ,2o 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 thc 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 i~ues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months fxom 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 ap~g.~le Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or~olition'Ms herein described. The applicant agrees to comply with all applicable laws, ordinances, building cod~co/te, and relations, and to admit authorized inspectors on premises and in building for necessary inspection/ /~~ (Signature of applicant or name, if a corporation) (Mailing address of a~plieant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises L ~ 0 ] 5~9 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: 1 House Number Street County Tax Ma.a~ No. 1090 Section Subdivision {'or~)l'fl~, ~'n-c~ (Name) Hamlet Block ~/ Lot ~' [~_.~ Filed Map No. ~-~ 2; T']~ Lot , ~L ~ / L. State existing use and occupancy of premises and)intended use and occupancy of proposed construction: a. Existinguse'andoceupaney Vt'O<_,4-~ b. Intended use and occupancy k--~'"~Addition Alteration Other Work Nature of work (check which applicable): New Building Repair Removal Demolition Estimated Cost~~O~ 5. If dwelling, number of dwelling units If garage, number of cars Fee (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height. Number of Stories Res. r .Depth Dimensions of same structure with alterations or additions: Front Depth. Height 8. Dimensions of entire new construction: Front .~ Height ~.~ Number of Stories 9. Size oflot: Front / ~ ~) Rear Number of Stories Rear Rear ~ ~ .Depth 10. DateofPurchase 5q~¢ ~ Name of Former Ownerg__~-k.J~.~%]'(-~ 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO q/// 13. Will lot be re-graded? YES NO ~ill excess fill be removed from premises? YES NO ~ _ -, 14. NamesofOwnerofpremises ~ e//~-a Address 'g[l 5~. ~/.Z~ PhoneNo. ~7'~! /~,.~ Name of Architect N.~--,~ Address Phone No Name of Contractor i,o O*~6' Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ~L~o __ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS,MAY BE REQUIRED. 9* b. Is this pmperty within 300 feet of a tidal wetland. YES v' NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate 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. STATEOF NEW YORK) SS: COUNTY OF ) ~, (Narae of individual sisning contract) being duly sworn, deposes and says that (s)he is the applicant above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowle~e and belief; and that the work will be performed in the manner set fox'ch in the application filed therewith. Sworn to before me this f'x, LYNDA M. BOHN NOTARy PUBLIC, State of New York No. 0t 80602093~. Qualified in Suffolk Coun Term Expires March 8, 20 NYSDOT TRANSPORTATION MAINTENANCE RESIDENCY 03 1900 COUNTY ROAD 58 RIVERHEAD, NY 11901 te1(631)727-1731 fax(631 )727-6645 TO: ATTENTION: Town of Southold Town Hall PO Box 1179 Southold, N.Y. 11971 Building Dept. - Michael J. Verity MEMORANDUM DEPARTMENT OF TRANSPORTATION FROM: Kevin E. Matthaei, Eastern Suffolk Permit Engineer SUBJECT: NYSDOT Residential Curb Cut by Girolamo Gambino at 3590 Route25 (AKA Main Road), Greenport. DATE: March 15, 2010 The above mentioned New York State Highway work Permit has been completed as required. There are no holds or restrictions on this permit. If you have any questions or concerns, please call me at (631)727-1731. Kevin E. Matthaei Eastern Suffolk Permit Engineer Residency 03 Suffolk East 1900 Rte. 58, Riverhead, NY 11901 ~ Region I0 516 727-1731 FAX 516 727-6645 DEPARTMENT OF THE ARMY NEW YORK DISTRICT, CORPS OF ENGINEERS JACOB K. JAVITS FEDERAL BUILDING NEW YORK, N.Y. '10278,0090 'JUN 0 $ 004 REPLY 3'0 A~FENTION OF: Eastern Permits Section SUBJECT: Joint Application with New York State Department of Environmental Conservation 3590 North Road, Greenport, New York 11944 Inger Boyajian P.O. Box 334 Wading River, New York 11792 Dear Ms. Bovajian: We have recently received a copy of the Joint Application for Permit you filed with the New York State Depamnent of Environmental Conservation (NYSDEC). Please be advised we have reviewed the Joint Application, and based solely upon the information provided, it appears that a Department of the Army permit is not required for your proposal. The Department of the Army regulates construction activities in navigable waterways and discharges of dredged or fill material into waters of the United States, including inland and coastal wetlands. If your proposal would involve stich work, and has not been portrayed as such in your Joint Application, you should contact this office immediately so that a project-specific determination 6an be'made as to whether a DePartment of the Army permit will be required. Any inquires should be directed to the Regulator-of-the-Day at 212-264-6731. Sincerely, Michael G. Vissichelli Acting Chief, Eastern Permits Section Dec Application No. 1-4738-01557/00003 New York State Department of Environmental Conservation Division of Environmental Permits, Region One Building 40 - SUNY, Stony Brook, New York 11790-2366 Phone: (631) 444-0365 · FAX: (631) 444-0360 Website: www.dec.state.ny.us Erin M. Crotty Commissioner Letter of Non-Jurisdiction - Tidal Wetlands Act July 9 2004 Inger Boyajian PO Box 334 Wading RiverNY 11792 Dear Mr. Boyajian: Re: Boyajian Property, 3590 North Road, Greenport DEC No. 1-4736-01557/00003 Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that the property that is landward of the bulkhead, which is more than 100 feet in length, and existed on or before August 20, 1977, as shown on the aerial photograph dated March 24, 1976, is beyond the jurisdiction of Article 25 (Tidal Wetlands Act). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661 ), no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that a~ necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within tidal wetlands jurisdiction which may result from your project. Such precautions may include maintaining an adequate work area between the tidal wetland jurisdictional boundary and your project (i.e., a 15 to 20 feet wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, George W. Hammarth Deputy Permit Administrator CC: Bureau of Marine Habitat Protection consultant Jill M. Doherty, President James F. King, Vice-President Dave Bergen Bob Ghosio, Jr. 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 # 0532C Date March 16, 2010 THIS CERTIFIES that the single-family dwelling, garage, decks, pervious driveway, 15' non- turf buffer, gutters and dp/wells At 3590 North Rd., Greenport Suffolk County Tax Map #35-4-28.12 Conforms to the application for a Trustees Permit heretofore filed in this office dated 2/26/07 pursuant to which Trustees Wetland Permit #6559 dated 3/21/07 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 single-family dwellin~ garage, decks, pervious driveway, 15' non-turf buffer, gutters and drywells. The certificate is issued to GIROLAMO GAMBINO owner of the ~or~a!~~ Authorized Signature BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 6559 DATE: March 21 2007 ISSUED TO: INGER BOYAJIAN PROPERTY ADDRESS: 3590 NORTH ROAD~ GREENPORT SCTM# 35-4-28.12 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 _May 16, 2007, and in consideration of application fee in the sum of $2_50.00 paid by I_nger Boyajian~ and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: To construct a single-family dwelling, garage and decks, with the condition of the removal of the asphalt driveway and replace with a pervious material, placement of a 15' non-turf buffer, installation of drywells and gutters, and hay bales and silt fence placed along the 50' contour line before construction begins, and as depicted on the site plan prepared by Tiderunner Engineering & Design dated May 17, 2007. 1N 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. FORM NO. 3 NOTICE OF DISAPPROVAL DATE: August 13, 2004 TO: Inger Boyajian & Bryan Villanti PO Box 303 Rocky Point, NY 11778-0303 Please take notice that your application dated August 13, 2004 For permit to construct a new single family dwelling at Location of property: 3590 North Road, Greenport, NY County Tax Map No. 1000 - Section 35 Block4 Lot 28.12 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming parcel in the R-40 District, is not permitted pursuant to Article XXIII Section 100-239.4B which states; "All buildings located on lots upon which a bulkhead, concrete wall, riprap or similar structure exists and which are adiacent to tidal water bodies other than sounds shall be set back not less than seventy-five (75) feet from the bulkhead." The new single-family dwelling will be located at +/- 51 feet from the existing wood bulkhead. ~ CC: file, Z.B.A. Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. APPEALS BOARD MEMBERS Ruth D. Oliva, Chairwoman Gerard P. Gochringer Lydia A. Tortora Vincent Orlando James Dinizio, Jr. Southold Town Hall 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 Tel. (631) 765-1809 Fax (631) 765-9064 http://sout holdtown.nor th fork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 2, 2004 ZB Ref. No. 5609 - Leo Olsen and Bryan Villanti Property Location: 3590 North Road (S.R. 25), Greenport; CTM Parcel 35-4-28.12. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 20,359 sq. ft. parcel has 160 feet along the Main Road (S.R. 25), 89.12 in depth along the most easterly lot line, 150 feet along the westerly side line, and 96.41 ft. along the property line of the adjacent dwelling to the south. BASIS OF APPLICATION: Building Department's August 13, 2004 Notice of Disapproval, citing Section 100-239.4B, in its denial of a building permit to construct a proposed dwelling at less than 75 feet from the bulkhead. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on November 18, 2004 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicants wish to construct a dwelling 34 feet wide by 60 (or 59) feet deep, with a minimum of 50 feet from the closest bulkhead measurement from the southeasterly corner of the dwelling, instead of the code required 75 feet. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: Grant of the relief requested will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed dwelling will be located on small faction of an irregular, L-shaped .47-acre lot. Although the lot contains 160 feet of width at the northerly yard fronting the Main Road, the rear yard of the property has 96 ft. of width, after utilizing the existing sanitary system, driveway, shed, and maintaining privacy with the existing stone wall and landscape. Page 2 - December 2, 2004 ] File No. 5609 - Bryan Villanti/Leo Olsen CTM Id: 35-4-28.12 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The building envelope is constricted to the westerly yard by a non-turf buffer and setback restrictions of the code, leaving a building area width of only 34 feet. Without this variance, a dwelling would not be possible. The variance granted herein is substantial, however, the benefits gained by preserving the wetland and shielding the property from the adjacent highway easily justifies this code deviation while providing a reasonable benefit to the applicant for a dwelling on his property. 4. The difficulty was self-created when the addition was planned and designed without conforming to the current Town Code requirements. $. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. = Grant of the relief requested is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a dwelling, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dinizio, seconded by Member Goehringer, and duly carried, to GRANT the variance as applied for, as shown on the survey amended 9-17-04 prepared by John C. Ehlers. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. / Vote of the Board: Ayes: Members Oliva (Chairwoman), Goehr'~'~/e.r./~/.).J~d [~f~z,o.f ~/~ Absent was Member Orlando. This Resolution was duly adopted (4-0).//~,~,~/--'/~///~/~ Vincent Orlando, Acting c~air~an""[2~0//0z[ Approved for Filing '?Tow:n of Southold Erosion, Sedimentat,on & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION:~,~.C.T.~I,#~. w,~-- THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A (~c~ Sect~n' Bl~k(~ --~ERTIFIED BY A DESIGN PROFESSIONAL IH THE STATE OF NEW YORK, Item Number: (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) Yes No Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? 1 (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 Indicating Size & Location? 2 This item shall include all Proposed Grade Changes and Slopes Controlling Surface WatarFIow! Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural 3 Existing Grade Involving more than 200 Cubic Yards of Matedal within any Pamel? 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? Natural Water Course Running through the Site? 5 Is there a Is this Project within the Tmstaes 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? 7 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 Will this Project Require the Placement of Matedal, 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.) 9 Will this Project Require Site Preparation with[rrthe One Hundred (100) Year Floodplain of any Watercourse? NOTE: IfAny Answer to Questions One through Nine is Answered with a Check Mark in the Sox, a Storm-Water, Grading, Drainage & Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Pem~ifl EXEMPTION: Yes No Does this project meet the minimum standards for classification as an AgficuRural Project? J J Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT Required! __ STATE OF NE'W YORK, , , counTY ss That I, ...~......~......~....~.....~............~..~.-~...... being duly sworn, de'poses and says that he/she is the applicant for Permit, (Name of individual signing Document/ And that he/she is the ...................................................................................................................................................... Owner and/or representative of the Owner of Owner's, and is duty authorized to perform or have performed the said work and to make and file ttfis application; that all statements contained in tiffs application are mae to the best of his knowledge and belief; and that the work will be perfom~ed in the manner set forth in the application filed h~ Sworn to be~o~,~e this;"'-~/"~ / ( ....... .(~...~.. ......................... day of .~ ....... 20.~..'~] 1 Notary Public: '~t')"'"'"'_.~~~.~,,~ o- ~..~ ~ ................. FORM - 06/07 f~:). 01MMtM671 OUALmED JN 8UFFOUC C(XMTY MY COMMISSION Permit # Permit Date REScheckSoftware Version 3.7.3 Compliance Certificate Project Title: New Single Family Home Report Date: 06/18,07 Data filename: VilanU Lerge,rck Energy Code: New York State Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached I or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 25% Heating Degree Days: 5750 Construction Site: Owner/Agent: Orient, NY Vilanti Designer/Contractor: Louis Schwartz ~derunner Engineering & Design, PC 7 Ridgewood Street Bay Shore, NY 11706 Ceiling 1: Cathedral Ceiling (no attic): Ceiling 2: Flat Ceiling or Scissor Truss: Wall 1: Wood Frame, 16" c.c.: Window 1: Wood Frame:Double Pane with Low-E: Door 1; Solid: Door 2: Glass: Floor 1: Ali-Wood Joist/]'russ:Over Outside Air: Floor 2: Ail-Wood Joist/Truas:Over UncondlUoned Space: 859 30.0 0.0 29 1231 30.0 0.0 43 1982 15.0 3.0 97 444 0.310 138 38 0.310 12 51 0.310 16 80 30.0 0.0 3 1780 30.0 0.0 59 The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permi/fqa, l~plicatioc. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code reqi/Ir~ji~bnts. When a Registered Design Professional has stamped and signed this page, they are attesting that to the ~b~s~t~f his/her k~.e/dge, belief, and p~)fessional judgment, such plans or specifications ere in compliance with this Code. ///~uil~er/Des'-'igner ~' --/\ Company Name Da~e' - / ' New Single Family Home Page 1 of 4 REScheck Software Version 3.7.3 Inspection Checklist Date: 06/18/07 Ceilings: r~l Ceiling t~ Cathedral Ceiling (no attic), R-30.0 cavity insulation Comments: Ceiling 2: Flat Ceiling or Scissor Truss, R-30.0 cavity Insulation Comments: Above-Grede Walla: Wall 1: Wood Frame, 16" o.c., R-15.0 cavity + R-3.0 conUnuous insulation Comments: Wlndowa: Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.310 For windows without labeled U-factors, dsocdbe features: ,'/Panes Frame Type Thermal Break? Comments: _ Yes __ No [] Door 1: Solid, U-factor: 0.310 Comments: [] Door 2: Glass, U-factor: 0.310 Comments: Floors: [] Floor 1: Ali-Wood Joist/i'russ:Over Outside Air, R-30.0 cavity Insulation Comments: [] Floor 2: Ail-Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity insulation Comments: Air Leakage: [] Joints, penetrations, and all other such openings in the building envelope that are sources or air leakage are sealed. [] Recessed lights are 1) Type lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-lC rated, fixtures are installed with a 3" clearance from insulation. Vapo~ Retarder: Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Ilatel~ele Identification: [] Materials and equipment are installed in accordance with the manufacturer's installation instructions. [] Materials and equipment are identified so that compliance can be determined. [] Manufacturer manuals for all installed heating and ceofing equipment and service water heating equipment have been provided. [] Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. ~1 Insulation is installed according to manufacturer's instructions, in substantial contact with the sur/ace being insulated, and in a manner that achieves the rated R~value without compressing the insulation. Duct Inaulatlon: Supply ducts in uncendlfloned attics or outside the building are insulated to R-8. Return ducts in unconditioned attics or outside the building are insulated to R-4. New Single Family Home Page 2 of 4 [] Supply ducts in unconditioned spaces are insulated to R-8. [~] Return ducts in unconditioned spaces (except basements) are insulated to R- [] Return ducts in uncond~oned spaces (except basements) must be insulated to R-2. · Insulation is not required on return ducts in basements. Duct Conotmctloa: [] All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhasives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics are rated UL 181A or UL 181B. Exception: Continuously welded and locking.type longitudinal Joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [] The HVAC system provides a means for balancing air and water systems. Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest Electric Systems: [] Separate electric meters exist for each dwelling unit· [] [] Fireplaces: Fireplaces are installed with tight fitting non-combustible fireplace doors. Fireplacse have a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York Stats, the Residential Code of New York State or the New York City Building Code, as applicable· Sewlce Water Heating: ~1 Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [] Circaiating hot water pipes are insulated to the levels in Table 1. Clrculetlng Hot Water Systems: Circulating hot water pipes are insulated to the levels In Table 1. Swimming Pools: AJI heated swimming pools have an on/off heater switch and a cover unless over 20% of the heaUng energy is from non-depletable sources. Pool pumps have a time clock. Heating and Cooling Plpleg Insulation: [] HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. New Single Family Home Page 3 of 4 Table 1: Minimum Insulation Thlckne~e for Circulating Hot Water Pipes Inautetlon Thlcknees In Inches by Pipe Sizes Non-Clmulatlng Runouts Heated Water Temperature (°F) Up to 1" Up to 1.25" Circulating Maine and Runoute 1.5" to 2.0" Over 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Inaulatlon Thickness for HVAC Pipes Insulation Thlckneae In Inches by Pipe Sizes Fluid Temp. Piping System Types Range(°F) 2" Runoute 1" and Less 1.25" to 2.0" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1 .$ Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Syatema Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) New Single Family Home Page 4 of 4 TOW~/ CL~ILK OFFICE OF TI~E TOWN CLERK TOWN OF SOUTHOLD PO. I~o× 1170 SI,ullmhl Nc',',' Yo~k Fax I~ I(~1 Tdcphonc ( fi 161 165. THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 19S3: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under tl~e Flood Damage Prevent regulations of the Code of the Town of ~outhold: "Floodplain Developmen~t Permit Application" [FOP(93)], /,~nd "Certificate of Compliance for Development in Special Flood Hazard Area [C/C(93)]. ] ' , .~ D ,ii BLDG. C'ERT TOWN OF $OU~ JO~..~_._,, Southold Town Clerk August 25, 1993 TO~N OF SOUTHOLD APPLICATION # PA~E I o1' 4 FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is lo be filled out in duplicate. ~;ECTIQN I: GENERAL PROVISIONS (APPLICANT to read and sil~n): I.. No work may start until a permit i~ L~ued. 2. Thc permit may be revoked il' any fal~e statcment~ are made hcreha. 3. If revoked, all work mult cede until permit i~ re~L~ued. 4. Development shall not be u~ed or occupied until a Certificate of Compliance i~ L~ued. 5. The permit will ~'ph'~; if ho work i~ commenced within sLr montba of L~suance. 6. Applicant is hereby informed that other permit~ may be requixed to fuLrdl local, xtate and federal regulatory rcqukemcncs. 7. Applleant hereby glv~ cogent to thc Local Admi~trator or kid/her rcpre~cntadv~ to make (ea'~ouablc inspections required to verify ~ompllance. 8. I, THE APPLICANT, CERTIFY THA~,.~F~T'~i~ HEREIN AND IN ATI'ACHI'd .EJ'rl'S ,TO (APPLICANT'S $1GNATURE~ /t~/~A ~ DATE ~"'""/~/ SECTION 2: PROPOSED DEP./ELOPMENT (To be. completed bY APPL, IC,,LNT) NAME A~DRESS TELEPHONE PROJECT LOCATIO t'l: To avoid delay ia proce~ing the appllcadoa, please provide enough imtormation to ~y idcat~ the project 1~6om Pro'de ~e ~eet addr~k lot numar or le~ d~ption (a~a~) ~d, outside ~ ~, the d~t~ to~en~tcrse~groador~H-~o~k Askct~ atta&cdto~ app~tlo~sho~g {he proje~ I~fion wo~d be helpS. FOP(93) APPLICATION ~ PAGE 2 OF 4 DESCRIPTION OF WORK (Check all applicable boxcs): A STRUCTURAL DEVELOPMEFFF 6(STIVFFY ..qTRUCTU RE TYPE t~RResidentia~ (1-4 F~cmily) esidential (More than 4 Family) [] Non-residential (Floodproo£mg7 C] Yes) [~ Combined Use (Residential & Commercial) [] Manufactured (Mobile) Home (In Ma~u- ['ac(uteri Home P~k?- E1 Ye.s) ESTIMATED COST OF PROJECTS B. OTHER DEVELOPMENT ACTIVITIES: n F'fl] [] Mining [] Drilling [] Gradh~g [] Excavation (Excepl for Structural Development Checked Above) 121 Watercourse Alteration (Indudlng Drea:lglng and Chaxu~cl Modifications) ~Drainage Improvements (Including Culvert Work) 0 Road, Street or Bridge Construction O Subdivision (New or Expansion) O Individual Water or Sewer System 121 Other (Please Specify). A~er completing SECTION 2, AJ~PLICANT should submit form to Loca~ Administrator for rex4cw. ~;ECFFIOH 3: FLOQDPLAFN DETEILMIHATIOH (To be completed bY LOCAL ADbfINISTRATOR) The proposed development b located on F'IRM Panel No. , Dated The Proposed Development: [] Is NOT located in a Special Flood Hazard A~e,a (Notify the apptica~t that the application review is complete aa~d HO FLOODPL.AJaN DEVELOPMENT pERIv(FF IS REQUIRED). 02] la located in a Spe. dal Flood Hazard/krca. FTRM zone designation b lO0~Yeaz flood elevation at thc site b: Ft. NGVD (MSL) [] U uavailabtc Thc proposed development is located in a floodway. FBFqvI Panel No Da(cd Sec Section 4 far additional ins[rucdons SIGNED DATE APPLICATION PAGE 3 OF 4 SECTION 4: ADDITIONAL INFORMATION REQUIRED (To hc co~!¢ted by LOCAL ADMINISTRATOR] Thc applicant must submit thc: documents checked below before Ibc appEcaLion c2~ bc processed: 0 A site plan sbow~g thc location of all c~aslb~g struct~cs, water bodies, adjaccnl toads, lot dimensioms and proposed development. IZ1 Development plans, ch-awn to scale, and spedficati0ns, including where applicable: details for anchoring structures, proposed elevation of lowest floor (including basement), types of water resbta.m matcrials used below thc [-u'st floor, detalia of floodprooi-mg of uGlities Inca ted below thc last floor and details of enclosures below thc l-u-st floor, Also, [] Subdivision or other development plans (If the subdivbion or other development exceeds 50 lots or 5 am-es, whichever is the lesser, the applicant must provide 100-¥ea.r flood elcvatlob, s il' they ~c not otherwise available). UI Pla~ showing the extent of watercourse relocation and/or lancfform alteratiom. [] Top of new fill elevation Ft. NGVD (MSL). {21 Floodproo£mg protection level (non-residential only) FC NGVD (MSL). For floodproofed structures, applicant mu~t attach certificatioe from regbtered engineer or ~cbitect. / ID Certification from a registered engineer that the propece/dd activity b a regulatory floodway will not result in an~ increase in the height of the 100-year flood. A copy of all data and calculatio~ supporting this finding must also be submitted. [] Other:. ~ECTION 5: PERMIT DETI'gRMINATION rte be completed bY LOCAl- ADMIHI~'I'R&TQR} I h~.ve determined that the proposed activity:. A. [] Is B, lEI Is not in conformanc~ with provixionx of Local Law ~ , 19 . The permit i~ ixsued subject to the conditions attached to and made ptrt of thb pcrmlt. SIGNED , DATE IlL,OX A iS checked, thc Local Admi~zist,-alor may bsu¢ a Development Pcrmil upon payment of designated 1[ BOX g is checke~d, the boc~.l Admirfistrator w~l pro'ddc,~ wdlten summary of deficiencies. Appiicmnt may revise and resubmit ~ app[icalion to the Local Administrator or m~y request a bearb~g [rom the Bomrd of AppeMs, APPEAl.S: Appealed to Board o(Appeals? [] Yes {D No H¢~mg date: Appeals Board Decision --- Approved? [] Yes Conditions 0 No APPLICATION PAGE 4 OF ~ ~;E(TFION 6: A~-§UILT ELgVATION$ (To be submjlled by APPLICANT before Certificate of Compliance is issued} The following iMormadon must be provided for project structure~. TI~ s¢ctioa must be completed I~y a registered pro£e*sional engineer or a licensed land surveyor (or attach a certification to Otis apptication). Complete I or 2 below. L Actual (As-Built) Elevation of thc top of ~h~ lowest Door, including bascmcm (in Coastal Hieh Plaza'rd ' ~a'ea$, bottom of lowest sO'uctural member of thc lowest floor, excluding piing and colmns) is: IT. NOV-D ('MSL). /. - Actual (As-Built) Elevation of floodproo£mg protection ii FT. NGVD (MSL). NOTE: Any work performed prior to st,~mittal of thc above iMorma6on ks at the risk of the Applic. zmt. / ~;ECTION 7: COMFLIANCE ACTIQN fTo be completed by LOCAL ADMINISTRATOR'~ The LOCAL ADMINISTRATOR will complete this section as appficable based ou k~p¢ction of the project to ensure comptiance with the commtmie/'s local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? [] ~ [] NO DATE BY DEFICIENC[F-S? 0 ¥-E.S [] NO DATE BY DEFICIENCIES? [] ~ ~] NO SECTION 8: CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINI:~FFRATQR) Certificate of Comptiance Ltsued: DATE: BY: Attacb-ment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HA/ZAJLD A_KEA (OWNER MUST RETAIN THIS CERTIFICATE) PRE3MISES LOCATED AT: PERMIT NO. PERMIT DATE OVCNERS NAME MID ADDRESS: CHECK ONE: Cl NEW BUILDING [] EXISTINg BUILDING [] VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A~ OR B. BELOW: COMPLIANCE IS HEREBY CERTIFIED WITH THE REQuIREMENTS LOCAL LAW # , 19 SIGNED: DATED: COMPLIANCE IS HEREBY CERTIFIED WITH THE REQuIREMENTS LOCAL LAW #__., 19__, AS MOD[FlED BY VARIANCE #_ DATED SIGNED: DATED: OF OF C/C(93) ~,,~-~,r-v~~' ~aL'~_TOWN ,~OF SOUTHOLD PROPERTY RECORD CARD )WNER STRE~ 8~--f 0 V,'~GE D,~r. S. S~S. VL.~=,- ~,~ FA~ COM~, C8. MISC. Mkt. Value ~ND IMP. ~OTAL DATE RE~RKS ~,~. I/ ~/ 7~ /' / · / B I~1 GCON IT I a~ ~q' 8 m ' ~ ~c~ Value Per ~ ~a~e able 3 odland ~mpland FRONTAGE ON WATER ~ ~ ~land FRONTAGE ON ROAD j ~ ~ Jse Plot DEPTH BULKH~D )WNER m STREET VILLA, GE DIST. . SUB. :ORM~ OWNER ~ N ACR. AGE BUILDING CONDITION ~ NORMAL BELOW ABOVE ~RM Acre Value Per Value Acre able 1 able 2 =ble 3 )dland FRONTAGE ON WATER FRONTAGE ON ROAD se Plot DEPTH ~ ~ ~ BULKH~D I D~K '-- COLOR M. Bldg. Bath Dinette Extension Basement FloorS K. Extension Ext. Walls Interior Finish LR. Extensior~ Porch Porch Breezeway Garage l~atio O.B. Total Fire Place Heat DR. Driveway Type Roof Rooms 1st Floor BR. Recreation Roan Rooms 2nd Floo~ FiN. B. Dormer 5URVtE"¢ Ot= PROPEP-."FT' 51TUA"I~.' CP,~_'-'-NP, OI~,'i' tO!~.' 50U'THOLD .SUPPOLK, GOUN~, N'Y 5URVE"r'EDO~-2¢-2004 AMENE2ED 0~-:~0-2004, Oq-IN-2OO4 0~-10-2005 SUFFOLK'- OOUNT'¢ TAX :~ 1000-~5-4-2~,12 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SINGLE FAMILY RESIDENCE ONLY Il'OR ~IMU~ EXPIRES THREE YEARS FROM EXISTIN® 2' E~EEP POOL 2' POOL TO BE ADDED 2' POOL FUTURE EXPANSION I MONUMENT FOUND 0 PIPE FOUND LOT NUhdBERS t~.EFER TO HAP OF FORE)HAM AGRES, SEC. TION ONE FILED 1',4ARGH q', Iq,l~2 FILE No. ~51q FLOOD ZONE AS ANNOTATED FROiVi FIRH IViAP No. ~lO~C, OI-/~ ~ DATEE) 1,4A"'¢ 4, IqqS, ELEVATIONS REFERENCE SUFFOLK. SEPTIC. AND HATER INFORHATION PER OP, INER AREA : 20,.~E:~a SF OR O,4-/ ACRES ®FP-.APHIG 5C.,ALE I": ~O' WATER LINE(S) .MUST BE SUFFOLK COUNTY DEPT. OF H c CALL 852-2097, 48 HOURS IN ADVANCE To SCHEDULE [NSPECTION(S),.~ / C E JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. I~.~ '~202 R1VERHEAD, N.Y. 11901 369-8288 Fax 369-828? REF.-\~I-Ip servcr\dkPROS\04-233.pro SURVE"r' OF= PROPER'I-¥ SITUATE: 6t:~ENPORT TOI~IN: ~L~ CJJFFOLK C, OUN'~, 1'4¥ AI'4ENDED Oe-~O-2OO4, Oq-I-/-2OO4 / // O6-10-.2OO5, FOUNDATION LOCATION 04-~0-200,~ ~-FOLK COUNT'r' TAX # EXISTIN~ 2' POOL TO BE A~DED .2' POOL FUTURE NOTES, · HONUHENT FOUN[~ o PIPE FOUND LOT NDhdB, EP-~ REFER TO MAP OF FILED HARCH -7, Iq~2 FILE No. BSIq FLOOD ZONE AS ANNOTATED FP. OH FIRM HAP No. ,~lO;~_.oI-f~ DATED HAY 4, I~lq8, ELEVATIONS REFERENCE SUFFOLK--. COt)NT¥ TOFO h"IAF~ SEPTIC,, AND I~[ATER INFORMATION PER OI~INEt~ AREA = 20~5q SF OP. 0,4-'1 ACRES ®P-.APHIC. SC, ALE I"= N 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Compaqserver~pros~4~4-233.pro JOHN C. EHLERS LAND SURVEYOR Hoyt:~le~ ond ~1't' Fence (~e ~'~il~) .. '" CONSTRUCTION SPECIFICATIONS ,I SUi~V~¥ OF PP-.OPF~TT TO.INN: ?ATFFOLK OOUNT'K, SURVEYEDOd~-28-2004 SUFFOLK COUNTY TAX ~ 1000-~5-4-28.12 Brian Villanfi NOTES: MONUMENT FOUND PIPE FOUND N W~ E S LOT NUHBERS REFER TO HAP OF FORDHAH ACRES, SECTION ONE FILED MARCH ~f, Iq62 FILE No. D51q FLOOD ZONE AS ANNOTATED FROM FIRM MAP No. :~¢210DE.0t~(2 DATED MAT 4, Iqq~ ELEVATIONS REFERENCE SUFFOLK COUNT'f' TOFO HAPS AREA = 20,~5q SF OR O.4~/ ACRES ®~APHIC SCALE I"= JOHN C. EHLERS LAND SURVEYOR 6 EAST MAiN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-\~Hp server\d~PROS\04-233.pro 51TUATIE: TOI~N: ~x:2UTt-IOLP 5UI=t=OLI< C, OUN'F'i', NY 5,URVE'T', FEB. 23, 2010 F~v'I.~ED, MAR. C.,H ~1, 2010 APRIL 2'1, 2010 5,UFFOLK C.,OUNTY' TAX # 1000-~5-4-2¢.12 .SUFFOLK C, OUNTY DEPT. OF HEALTH REF. # RIO - 0,4 - 00'16 G~.©LAM© GAM~NO · MONUMENT FOUND 0 F'IF~ FOUND LOT NUM~R~ F~EFER TO MAP OF FORDHAM AC, RE~, 5,EC, TION ONE FILED MARC, H '1, ICt,~,2 FILE No. ~51q FLOOD ZONE A~ ANNOTATED FROM FIRM HAP No, ~,~,lO~GOI'16 H At;~EA = 20,.~.5~ ~ OR O.4'1 AC,RES ®F2.APHIC. '~C, ALtE I"= DO' ~0¥ a '~ -Tx E3 lo~N OF ~OUf~O£O 6 EAST MAIN STREET RIVERHEAD, N.Y. 11901 RECEIVED MAY - ~,~ 2010 SUFF. CO. HEALTH SERVICE OFFICE OF WASTEWATER I~G] N.Y.S. LIC. NO. _0_0- 369-8288 Fax 369-8287 REF.IC:\Documents and Scttings\Owner~M.~ Documents\M5 Dropbox\04\04\04-233 FINAL MAP REV General Notes _ ~ 1, These plans and specifications have been designed in full 7. Electrical distribution systems shall comply with National 9~ ~" accordance with the American Society of Engineers, Electric Code and all local agate codes, smoke detecting American Forest and Paper Association, Wood alarm systems as per Section R317 NYS Carbon Monoxide ~ .~. II~ II II1~,~v$ II II {~ II ~'-0" ,' OW ' ~ r ~11,~ .... .... ~' ~11 000 0 , n/l~ II ~ I1 II ~ II 2, DweBn~s 1995 SBC Hiah Wind Edition. Frame Construction Manual for One and Two FamllVcomplianceThese pIanStoandtheepecificatlonOrequirementshaVeof thebeenNewdeSignedYork Statein full 8. Alldetect°r° Installed as requ~ed.Oo dimeneionsn°t scale drawings.shall be verIfledWrittenbydimensi°nScontractor.Oupercede scab. ~ .... ~ Energy Conservation Constru~lon Code, Uniform Fire 9. General contractor shall field check and verify all of the ~ Prevention Code, and the New York State Re~ldentla~ existing conditions before commencing work. ~ Code, ~ · 10. General Contractor ~hail coordinate ail architectural, ~ ~ ~ ~ 3. Ail Concrete ~hall be minimum 3000 PSI 28 day teot with ~tructura], plumbing & mechanical work as required. ~ the exception of exposed slabs, garage slabs and ~teps to ~ ~ ~ be 350OPSI. A~sumed Bearing Capacity shall be 1 ton per 11. These drawings are for obtaining building permits and to ~ ~ ~ square foot, facilitate construction and shall not be construed as a --~~ ~ - ' contract between owner and co~tractor. (Written ~ra~ ~ ~. Ail wood framing memebers shall be ~2 Doug*Fir comotruction contract supercedeo construction drawings). grade ~n~ess otherwie noted. Base design vabe: Fb= 875 PSi SIng~lar. Fb= 1006 PSI Repetitive, 12, Any alteration to these plane or revlelonns made during 1~'~ v~ ~ i ~ the constr~ct~on by owner, contractor, or building offlcal - ~ 5. Joi~t hangem, hurricane dips, t~e downs and all metal may a~d additional chargeover and above orglnal arch. fees. ~ ~ strap/plate connector~ as manufactured by "Slmp~on" · ~ 5'~ 1/:'* , I ' la,.7 l/a,, ore,aL Attach a* per man facturers spec,ficatlons. ~ ,, / / / / / / / / //.///////, ~ ~ 6. A~[ wood in contact with masonry an~ ground shall be ACQ ~0 w.1 ~/~,, ~ · 1. The~e Plan~ are In ~trict accordance with the Energy j~~~~ 2-0" ~ ~~ ~ ~,.~. .~ ~ 1~'-7 1/a" ~ ~ ~ Conservation Constructlon Code of the State of NewYork. ' 2, Thermostat temperature controb shall be determined as (2) 117/8" TJI ¢0 ~U ¢ 1¢" O.C. 0 e~ ~ 3. All lavatory and shower fixtures provided with energy , Ii II , n n ,,, , I HI , ii n ~ ii ,11 r ~ ~ conservatloncontro/enottoexceed3G.P.M. ~ P 4. Insulation eha[I be installed in a manner to provMe continuity ~o'~ ~/a" ~ ~ ~ of Insulation and vapor barrier as required. ~ L ~ lb 41 It u 5. Cau[king/weatheretdpp~ng provMed at all w~ndow¢, doors. ' -~ siib. cracks, joints, wall paneb as re~u~red. _~ .~ 6. infiltration rates shall not excee~ the following'. (~ SiMing Glass Doors: .3 CFM/square foot ~ ~ ~ 7. Alyazing Indicated on plans at ex.riot walb shall have a ~ ..... S~,. U-Factor not to exceed .38 ~ I~t~ll ~lmp~n ~A ~ ( ' , d 1' m~r ~ Anther ~lo~r ~ An~h~r ~. All new exterior doors indicated on plan~ at exterior wal]~ ~hall C ~-* ~ 6 have a U-Factor not to exceed .35 OOMPL~ ¢i1H ALL ._OD_S OF .... ' ..... ' NEW YORK STATE & TOWN OODE8 ~ ~ 9. Rigid insulation shall be provided at ali new foundations where ~ = - I knowledge, experience, Information. and the belief to conform APpRqVED AS NOTED,. SO,BOLO TOWN ~BN~ING ~ ~ Ha~er ~a~ ~ W¢Ik-I ~ tO the requirements of the Energy Conservation Construction ~ i- ' ~+~.~. ¢ ~~ ' / . SO;FHOD TOm TRUSTEES 51.10 1/ail . ~ Voul~d Cellln: ~ Code of New York State and the N.Y.S, Residential Code 1. FOUNDATION - TWO REQUIRER 6 ~ Ex~at~ng Walls to Remain [ FOR POURED CONCRETE US % IS UNLAWFUL i ..... 3. INSULATION WITHOUT CERTIFICATE ¢ ,..., .,*** ,OBK"EQUIREMENTS OF THE CORES OF NEWsTATE. NOT ,ESPONSIBLE FOR ~ V, ul,d C.llin, '¢/ '~ ~2 x ,a ,id ¢_ ~ 3 New Walls w/5,8" Type "x' ~ BESIGB OR OONSTRUOTION ERRORS. ALL CONSTRUCTION SHALL OuSlst ~ ~EET THE REQUIREMENTS OF THE ~ CODES OF NEW YORK STATE. , Ms,er ~dr¢¢m 1¢'~71~' Switch A B ouble Hung 30 46 5,7 24.5 (2) 2 x 8 Egra~ Wina~ ~ ~,~,, ~ WalJ Flxtura D Double Huns 20 30 NA NA (2) 2x6 ~. ~ ~ ~ NOT PR~EED ~ ~ . , . ON L~D CONTENT BEFORE UNTIL SURLY CERTIFICATE OF OCCUPANQY ~ F~MING ~ PLANS ~EGUBED ' a x ~ ~ Other Altered Areas 0 S.F, J CERTIFICATION I J 2nd Floor Plan NAILING & CONNECTIONS PAGE t OF 3 PLUMBING ALL pLUMBING W,~TE & WATER !..[N ES,NEED TESTING BEFORE COVERING ,"-'V l OOOZO , CO~p~ yWffN CHAPTER 314 x14 ~lmboorc L (2) 2x4. Pl¢¢e O, l~-- (2) 'STIFPLNER5 MAXIMUM SPAN V,/ITH~Lrl = -"'- Shutter Detail 2 x 12 [~ldge (2) 2 x4 Pierre -- New 1/2"Dr'prell (¢¢e DetaIl) TYPI&AL FKAfI_ !N~-; PEYAIL e~',aL~Z- I/4" = TENSION B~INSINS FOR SOLID SAWN LUMBER Steel Tension Bridging Detail New Low Pro~le ever 2 x lO R.R. ¢ 15 O,C.. EGFIMAFEP [~l~%l~q Al* I$~ MPH PiX,SISN WINP SP~j~D AT [6-PT IflEIOHT F~-4~ ~¢IIJTTER5 WITH % x AT I~" (?q &ENTER 4 -- (2) 2 x 4 Pl¢"e 2 x 4 Plate -- (2) 2 x 4 Pb~ 1/2" 0r3~¢¢11 over ' New 1/2'Drywall w/(3) 3" ~quare Washer~ Shutter Attachment Detail ~ec¢ion 0 0 0 [- SCALE: 1/4" = 1" )WG. NAME' SECTIONS DWG NO' A-3 PAGE 3 OF 6 l li'"" - , ' ' ~ . 11' · ~. ~ ~ ~ . ,., ~ - , , : ~ : : ~ : ~ -~,, ~ , o , --~,' ~ ,' "< ,' . ,,~1~1',, I~1~ , :~ ~: _ , , . ~ : , , , ~ , ~ .... ~ . . ~ . ~ . ~ .... ~' '. ~ X '1 I' ............................................ t-~ ................. ~-- 5 . ~ ...................................... ' s" w~ -- ,, ' ......................... F~und~ti~n 0 '~ *.,,-.. PLANS PAGE 2 OF 6 Z © _~ ~ear Elevation L * ~ '~ ~_,__~` i ,' ' ...., ~ ~ - ' ~.~.. ~D~~:~.:.:.,~.....::.~~'ll :::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: :: ::~ ~B:~::~:~::~:~::~:~:~:~, ' ' ~ ' ' ~, ,~,,,~ ,~ ,~, ,,,,, ,','r ,~,', ,%, ,',~, ,',',%, ,',', ,',', ,'~,', ,%, ,',', ,~,', ,',',~ ,7 ,~ ,~ ,~ ,~':, ,',H, ,',', ,~,', ,~~ o ~ ~ 0 SCALE: 1/4" -- 1" 3WG. NAME. ELEVATIONS DWG. NO.: Front Elevation PAGE 4 OF 6 ............. install 16" On Center lnetaI116" On Center Use every other naiI hole LENGTH ~ " "' ~ X . ' Ir Flow(If Necessary) CONTINUE STUDS ', i~ a row to provide the (ALleNED ' ,', ~ code-required minimum center-to-center H~ADBR WITH CEILIN¢%' ?' I~ ~'. epacing for nails . ~ ~Ne STUD ~ Soffit Vent ~ I SPAN .o** ' ~ ~ ~ ~ ~.~.~m Insulation Blocking & Baffle ~ ~ Provides maximum nalhng surface 0n interior and exterior ~ % walls. RAKE WALL DETAIL--P~TFO R M TOP P~TE FRAMING DETAIL N.T,S. ~ ~ END end distance ~ r simpson Strong-Tie ' number of ~ ~ H2 - Rafter Clip Equal specified halle ~ ~ ~~ - R-30 insulation S~OON~ ONe ~O~ .. ~ STUD TO BAND JOIST TO STUD DETAIL RAFTER TO WALL DETAIL RAPTER TIE~~ ~ I~¢ta[I 16" 0n Center Ineta]l Per Drawing INSULATED WALL DETAILS , ~ R-13 I~ula~io~ [ ~ "~ ~-' , ~ ' . [ I ~ ROOF ~EAK - ( -- I.: ' I I/4"~O ~ ,' r - pt~l~ th~ cod~g[ulr~g r~lnlrnYm Insulation Blocking & Baffle r , ~ ~ ~ ' ~::: wo ,~, o~ ,~, N.T.S. !~ sm~ ~, o~ [' , ~ ~,- , .. ..... u ~m~R .., : .. %~..2.~. ...::F~/ xlO.~[pNiN . SlmpeonStrong-Tie ~ I I =~CK , ~ !:~ ~ 5PACED, FTAFIoorTieAnchor I I __ rw,~ ' ~0N~,HTNi~H /~ ~/ OP'.~F,H TABLe ~.2~ ~ Z: OE 188 I ' I ' ' , ~:112'0~ ~A~I I' J~L -*=~ STUD TO BAND JOIST TO STUD DETAIL RAFTER TO WALL DETAIL ~.~ FIGURE 2 2a -TYPICAIL LATERAL FRAMING ~ ( C O N N IE C T I O N S In*tall PerPrawln~ HEADER ANCHORAGE DETAIL CORNER HOLDDOWN DETAIL Install 16 0n Center , CANTILEVER OVER FOUNDATION (INSTALL ~ leI' O.O.) CANTILEVER OVER 1st FLOOR (INSTALL I I&" O.O.) ~ ~' ~'" ~1 =. / , ~, USE m.~,.,m:~..,,.~.~ *---"~,~,'",, FO~ INSULATION MAX ,, 2-8d COMMON I PC POST CAP DETAIL ABM POST BASE DETAIL PAGE q TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Table 3.1 Nalll.~ Sohed#le Table 3.7 Truss Heel Joint Connection Req,uirements Wind Sub ectto Damage I ,*.,D=.~.o. I ~.-~,,,,~,,. ~ ~,,,.,*,.~ Table 3.9 Wall Sheathing Attachment Requirements for Wind Loads 1° pot Ground Snow Design Frost Line Weather merit Flood c~l.~,~,.~ ~,a ~.,~ ~i,~l ~*~ ~,,,~ ~ ~ Ro~ Span Load' Spee~(MPH) Category* Weatherin~ Depth* Termi~~ Decay* Temp' Required Hazards* co"**~*'**"~*'*~'"'*~' ....., * Il ,* II ,,* II ,. I .4 I a, Weathedng may require a higher strength concrete or grade of masonry than necessary to *atlefy the structural requirements of this code. The ..~. ,...*.,~*~..*,*~ ,** '*' ~ . **.* *** ~i~*~,.. ~ (,.,~. * ~ ~ 19.2 9 18 27 column aha][ be filled in w~th the Weathering Index (Lo. "Negligible", "Moderate" or "Severe") for concrete as determined from the weathering T*,.,.*,.* ,'.,..,*~ m.~-.*~** a-,~a'l~ ~* ~*~'*"~' ~*~ *'*~ *'~* ~m~ ~a ~ la ~ I* ~ I~ ~ I~ 24 11 22 33 ~robab~lty map (Figure R301.2(3). The grade of Mason Un,ts shall be determined from ASTM C34, C55. C62, C73, C90, C129, C216 or C652 ,.~,, ~*****.,* ~* * ~a * u * n * *a, 4:12 12 5 9 13 b. The frost line depth may requIre deeper footMgsthanindicatedinF]gureR403.1(1). Thejurisdictionsha[Iflilinthfroetlinedepthcolumnwlth - ~ ,;'~;:h;,'~ ~.~,.,z... i~ * i* * i* * la , ~a 19.2 7 14 20 c. ThejuMsdictlon ~hall fill In thl~ part of the t~b]e with "Very Heavy". "Moderate to Heavy". or "Slight to Moderate" M accocdance with Fl~uce m.~i.~ ~" m~ ~,"~T"~.-.~l~l~"~ rr~.~ ~4~ ~ ~,~ U~ 5:12 1126 45 97 /410 R301.2(7) depending whether there has been a history of local damage. ~,,~0,, Bo~ She~hmg ixlO or i~g~ Sh~lhi~ 12.24 shall be ~etermined on a oite-opedqc basis In accordance with Section R301.2(4), ~,.,, w.~o.~ I ~" ~ I ,~.~",~,~-" ~ N~ .,.~,.~ .,,.,~,~,.,. ~.p~., ,. ~h. ~ ~i~u ~l. ~ 24 5 10 15 Refer to Table Nl101.2. "Win~r Design Dry-Bulb Temperature" Column, f. g. The jurisdiction shall filI in this part of the table with Seismic Design Category from Section R301.2.2.1. ~****. sa 24 4 8 1/ h. The jurisdiction ~halI fi[l in this part of the table w~th (a) the date of the jurisdictions entry into the Natlonal Flood insurance Program (date o f *"**'~**~ *~*'"*~,~..~.~ ~*~*h,~ *~ *~ T,*~ *~* i ~ S~thl"~ Att~m~.t ~q.l~m~t~ ~or WI.4 Lo~4~ 16 3 4 ~ adoptlonof the first code or ordinance for management of flod hazard areas, (b) The dab(e) of the currently effective firm and FBFM, or other ,.**.~, r,**, *,~ ~,*,*~ flood hazard map adopted by the community, a* may be required. J~[~i~[Y~S~[~iti~]t~l~{~k~l~d~[]~'I[~}l~[i[i:;:k: }~] ~' ]?';:]]" ~: '~ ~ ~;~rl~~[~l 24 3 6 9 See Figure R3OI.Z(S> for Ground Snow Loads SI.,,I,I., ...,.,,l .::., " ¢ *"" ' :*' "*" I *.*,,.,:.l***, ,.a,~ I ~"~'~ ~"*~""""'*" Table 3.4 Ridge Tension Strap Connection Requirements Minimum Unformly Distributed Live Loads Deal,n Load ~~l~,~l~q~ *, ,, a, 110 120 110 120 (in Pounds Per Square lnch) ~*~,~*~.. '* *'" * * * I ExterlorBalconws 60 DeadLoad IOLB ~'~,~~ '"'-*~'a* I n ~ n * u * ~* * n Endofll/4,20eaStrap RldgeConnect~on(plf)~.z,. Deck~, 40 ~,L~F~F~,~5~P~I~ I RoofShlathlngAtt.ohmentRoqul~mentsforWIndLolds I J~ ; ~2 6 L~' ~ n' ~ ~ 3:12 12 4 4 394 484 AtticsWlthStora~. 20 ~elsmiCcate~ow,,C,,(E~mptbaeedon ~.~TS~IP~I~NI~~ * II ,o~ Il ,,~ ,=~i T .oaa. s.aa;mo "l 24 7 8 788 968 Sleepln~Room~ 30 Section R301.2.2 (SelsmlcProvlslons) l. ~I~RM~4115 ~1 ~ II ,I ~11 ,I rll *1 , l~a.~J~lsJ,.,,,L ,2~9F 32 N/A N/A 1050 1291 of4Squarelnches, WhlcheverPreduce*theereaterStres~es. 'P ' ~ c*u.r~..,aa.=aa.~m. I ~[ * ~[ , ~ ,j , * ~' [ 36 8 N/A ~35 /147 d,A Single ConcentratedLeadAppliedlnanyDIrectlonat anyPolnt WallSh*a~hlngNnta* ] I !Pi, :,; ' ~'.k; ,' ~1 ,I ic' [ ~ )~,A'~ LD IN A WINB BOlqlq~' OI Uhq':* ]~1 ,;;~ ?N 5:12 12 2 3 240 295 ...... , ~. ~,u 36 5 6 602 736 ~ ~L ~T~B~ ~ ~I~T~ ~g ~~~~ ~ ~ ..... ,'o/2 : ' ~ L/ ) ' "~'O"NDATION DETAILS ,.......v,...u_..,.. ,. ...,,,_o._..., .... D 2 ........ DOOm OP[NINO PAGE 6 0F 6 10 psT 50 PSI Roof Span 12 I 24 I I~after Pitch ~after Spacin~ (In) Nails Per Heel Joint 16 8 15 22 19.2 9 18 27 24 11 22 33 4:12 12 5 9 13 19.2 7 14 20 16 5 9 /4 7:12 12 3 5 8 16 4 7 10 19,2 4 8 12 24 5 10 15 9:12 12 3 4 6 16 3 5 8 19,2 3 6 9 24 4 8 16 3 4 6 19,2 3 5 7 24 3 6 9 Faateot Mile Wlnd*peed Fastest Mile Wlndspeed (MPH) (MPH) 110 120 110 120 Number of 8d Common in Required Capacity of End of 1114" 20 Oa Strap Ridge Connection (piT) ~,z~, Rafter Pitch Rafter Span (PT) ~ ~r~. al 3:12 12 4 4 394 484 16 5 6 525 645 2O 6 7 657 807 24 7 8 788 968 28 8 N/A 919 1129 32 N/A N/A 1050 1291 36 N/A N/A 1182 1452 4:12 12 3 3 312 382 16 4 4 416 20 5 5 520 637 24 5 6 623 765 28 6 7 727 842 32 7 S 831 1020 36 8 N/A 935 /147 5:12 12 2 3 240 295 16 3 4 320 393 20 4 4 400 491 24 4 5 480 589 28 5 6 560 688 32 5 7 640 786 36 6 7 720 884 6:12 12 2 3 216 264 16 3 3 287 352 20 3 4 359 440 24 4 5 431 528 28 4 5 503 616 32 5 6 575 704 36 6 7 647 792 7'.12d2:12 12 2 2 201 245 16 3 3 267 327 20 3 4 334 409 24 4 4 401 490 28 4 5 468 572 32 5 6 535 654 36 5 6 602 736 - __ . enerai Notes ~ 0 1, These plans and specifications have been designed In full 7, Electrical distribution systems shall comply with National _ ~ accerHance with the American Society of Emgimeers, ~lectric Code .nd ali local ~tate cohen, ~mo~e Hetecting ~---~~~' ''~~ * lS,~ l/a,,* * Z ~*~'~ *Rlre¢'' . ..... -' --~__ ~ ~' ''''~, :____ ~ ~ ~. ,' ~- American Fore.t and Paper Association, WoOdowelilnasFrame Construction1995 SBC Hi~hManUaIwIndf°rEdition.One dud Two Famliv 8' D° n°t ~cale drawings' Written dImenel°n° supercede scale.detect°r* alarm sys~m* as per Sectl°n R317 NYG Carb°n M°noxldeinstalled as re.ired. h ..... ~ ~ ~ ~ ~ ~ ~ ~ ~ compliance to the requirements of the ~ew York State ~ Energy Conservation Construction Code, Uniform Fire 9. Genera~ contractor shall fIeM check and verl~ all of the ~ " ~ _ ~ Code.PreventI°n Code, and the New York State Residential existing conditions before commencing work. : , j 10. General Contractor shalI coordinate ali architectural, ; ~ 3. Ail Concrete shali be minimum 3000 PSi 28 day test with structural, plumbing & mechanical work as required. the exceptbn of exposed siabs, garage slabs and steps to ~_.-~, -' be 3500PSL Assumed Bearing Capacity ohail be 1ton per 11. These drawings are for obtai~lng building permits and to _ __ ~ ~ .. square foot. fad]Irate construction and shall not be construed as a ~r~. ~ 4, All wood framln~ memebers shal~ be ~2 Do,g-Fir conetructbn contract superce~es constructbn drawings). ~ ~ grade unless otherwie noted. Base design value: x Fb= 875 PSi Singular, Fb= 1006 PSi Repetitive, 12, Any alteration to these plane or revisionns made during ; ~ the construction by owner, contractor, or b~lld~ng officai : d b ~ 5. JoI~t hangers, hurricane clips, tie downs and aN me iai may add additional charge over and above orgina[ arch. fees. ~ ~ ~ *' ~ ~ strap/plate connectors *s manufactured by "Simp*on" ~ ~ ~ ' a~.~. ,~ °r equal, Attach as per manfacturers specifications, ~ ~ e~* ~m ~ * b 6. All woo~ In contact Mth masonry and ground shall be ACQ ~ - ~ ~ ' ~ 1, These Plans are in strict accordance with the Energy a'-s" a~.a' Conservation Construction Code of the Sta~ of New York. ; 0 ~ per Section 503.3.2. of the energy code. ~ tli lit ~ .... ~ ~ '" **' ''1'~ ~ ~, ~: ~ 3. Alliavatoryand*howerfixt~resprovMedwithenergy ~o'-~/~' ~ ' ~V ~ ~ ~ ~ ~ ~ 4. Insulation ~hal~ be ~n~ta~led In a manner to provide continuity ao'e'~ ~ ~-~~ ~. ~ . . ~ * ofln~latbnandvaporbarrIerasreq~ired. ~ x ~ ~lm J~l~ 6. bflltratlon rate~ shall not exceed the following: ~ ,, Swinging Door~: .5 CFM/square foot 7, All glazing indicated on plans at ex.riot walls shall have a U-Factor not to exceed ,38 ~lo~r ~, An~r ~ ~~Z~Z~h~ 8. A,lnewexteriordoors]nd,catedonplansatexterlorwal~ssha,, C ~ .. .... . ...... ..... . have a U-Factor not to exceed .35 I 9. RIgM lns~latlon shall be provided at a~l new foundations where ~'~' ¢ ~ ~ .~ ~ , ~ required with R-Factor as determined by code ~ 4' to the requirements of the Energy Conservation Construction s'-~ ~ B~ -- ~ x ~ ~ ~ 16" O.C. * Code of New York State and the N.Y.S. Residential Code ~. ':, q~ ~ Existing Walls to Remain I I in*~ll Slmp~n ~A ' <~>/ ~ ~ Instdl ~im~n ~ 'A __ Existing WalJs to be Removed ;:: : ....... E Double Hung 30 46 5.7 24.5 (2) 2x8 With 3015 Tra~so* Window ~, ~ " D Vent Fan ~~ ~ x NewUnfi~bhed Ba~emen~ 1099S.F. ·Ail Headers to 1/2" CX Plywood Btwn Dimensional Pieces 2nd Floor Plan PAGE Plumbing Riser Diagram N,T.S, POur~ Co.*ee*e IFoundofion Woll ~ ~':'/" ~*~ .... PLA N S ~emen* PAGE W.C [ [/2 II II I II ~ ~ r f T T q T T T T T T T T T T T T ----- T T T T T T 'T T f T ~~~: ~ ~ . L% LL~ "'~ I ': 0.~,NCA"l~16 15'~ 'B~ 27 -- ~ 'l -- -- -- 2 x ~ ~. ~ 1~' 0 C ~ (~ a~ll) ~ Steel Tension Bridging Detail / ~ ~ ~ - ~ , , / ~ ......... ~,.:~'~ ,/~% II II ~ / Ill . '- EGl-IMAT~ [>E~TII~ AT J20 MPH E¢51ON WIND I' ffi I I ~lllnge*o be ~n~ueed In ~J, AT I ~[ H~I~H/ ~ -J-fUllER WItH x X -~ N~i~ ~ ~," ~ / ~ --'-- J ~ I I 1/~" = 1" eec¢ien ,- ~.. o · ~'-io" he~t E"levation (~ [_ ~'-~" ~ C 0 Rear I-'leva¢ien ~ ~ . SCALE. 1/4" = 1 '" ~LEVATIONS ~levo*ion PAG~ 4 OF 6 II II T~IMMeR StUD NOTE wails. 2X4 BEARING WALL--HEADER DETAIL WALL RAKE WALL DETAIL--PLATFORM FRAMING INSULATED WALL DETAILS 16 d 7,40, g0 8EB$ PB POST BASE DETAIL Typical Pa Inslallallofl o0° PC POST CAP DETAIL ABU POST BASE DETAIL TOP PLATE FRAMING DETAIL Baffle to Provide SoffitVent J ~ Insulation Blocking & Baffle N.T.S. lnsuJat[on -- Plastic Baffle to Provide Air Flow (If Necessary) a Blocking0 1/2" P~/waJl Soffit Vent Insulation Blocking & Baffle Vaulted Ceiling N.T.S. FIGURE 2.2a -TYPICAL LATERAL FRAMING CONNECTIONS CROSS SECTION END VIEW Use every other nail hoJe in a row to provide the code-requbed minimum center-to-center spacing for nails TH LENGTH Instal[ 16" On Center Provide minimum end distance Equal number c in each end Simpson Strong-Tie CS-20 Coiled Strap STUD TO BAND JOIST TO STUD DETAIL install 16" On Center xlO" ~EE~ HIN ANGHO~ BOLT5 O~,~fC~ TABLE STUD TO BAND JOIST TO STUD DETAIL H2 Clips HEADER ANCHORAGE DETAIL InstalJ 16" On Center Simpson Strong-Tie __ H2 - Rafter Clip RAFTER TO WALL DETAIL Simpson Strong*Tie PTA FBor Tie Anchor l+r I ----I ---4 Install Per Drawing RAFTER TO WALL DETAIL Install Per Drawing Simpson Strong-Tie PHD Holddown CORNER HOLDDOWN DETAIL CANTILEVER OVER FOUNDATION (INSTALL ¢le" C.C..) USE "SIMPSON" I I/4'x20 ¢ALV STRAP ~/ 5-8d COMMON NAILS tN EACH END @ I&" CC 2" BLOC~ FURI~IN-~ FOR INSULATION USE R-~8 ~ATT INSULATION OVSR OUT SlOE AIR USE "SIMPSON" I 1/4"x20 ~A®E -¢ALV. STRAP ~ ~/ 5-8d COMMON NAILS TO FLO0~ 2'-O" MAX 2-8d COMMON NAILS TO SILL PLATE CANTILEVER OVER 1st FLOOR USE "SIMPSON" I I/4"x20 ~ALV. STRAP ~/ 5-8cl COMMON/// NAILS IN EACH J' EN~ @ 16" C.C. 2" BLOCK FOR INSULATION Install 16" On Center (INSTAIt L USE R-~8 BATT OUT -- INSULATION Ok/ER si= AIR IL 2'-0" NAX ~ NAILS IN ,~AOH ENO ~ 16 C.C. Simps°n Str°n~"h ~S~ge St rap Detail PAGE 5 OF 6 TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Table 3,]L Nalll#g Schedule Table 3.7 Truss Hssl Joint Connection Req,ulrsments Wind Subject to Damage ~°'"'~:"""°" I N"~'r°rN"'~ I ~'il~m"~ Table 3.9 Wall Sheathing Attaohment Requl~ments for Wind Loads lO pef Seismic Winter Underlay- Load' Spee~(MPH), Category* Weatherb~ Depth* Termite= Decay* Temp' : Required Hazardd' C~ll..~l*,~*.~:,~mi~m~m,-,,"l~) ~**rm,**~* ~:,,.~ ~ ~,m~:,~Uc~n~S~mp~) ~ RoofSpan 45 110 I C Severe 3'-0'to Heavy Moderate II Required N/A ~ ~ ~ ~$ ~!~ii~IE;~*~{a ~i~? qi ~:11~ . , ,=a,l,rC,~S~UC~ S~AT~G .= P~I S~O~ Rafter Pitch ~fter Spacinfl (In) Nails Per Heel Joint a.Weat~er~ngmayrequ~reah]~her~trengtHc~ncrete~r~rade~fmas~nrytHannecessaryt~sat~sfytHe~tru~tura~requ~rements~ft~c~de. The s,.,~., ~.....*~) ~.,~, Zm'oc [ Sl,~[hm~m,o." ] Smd~nd.~ ] ~.xim.mNn,] Sp~d.Sr~r~d Q,mmo. N.,b 16 8 15 22 column ~ha[~ be filled in with th~ Weathering Index (L~, "Negligible", "Moderate" or "Sever~") for concr~t~ a~ de~rml~ed from the weathering ~p~,.,o~ ,~.:,o~.a (~.,-.,l~ ~.~,, probabiJIty map (Figure R301.2(3). The grade of Mason Unite shall be determined from ASTM C34, C55, C62, C73, C90, C129. C216 or C652 ~.~ ~ a,4 *ma 4'~, ~nc l~ ~ ] I~ b. The froot line depth may require deeper footings than Indicated In Figure R403.1(1). The jurisdiction shall fiji In th frost line depth column with ~.~*$~t~*~l~*~/~ · ~ *~'*,,' ~i ~ u" ~r. ~' ~,. :;r.g, *~ R*~ I is s :~ R301.2(6) depending whether there has been a hI~tory of local damage.~i~ 0. ~ m ~, ~.~ ~,~s~p m.~ ~.~ ~.J~ ,~ ~ a,~,~j~,~ ' 5:12 12 4 7 10 d, Thejuri~d~ct~n~ha~fi~nth~spart~fthetab~ew~th~VeryHeavy~'~''M~deratet~Heavy''~r"S~ghtt~M~dera~"~nacc~rdancew~th Figure .,L~~.~ m**.~,- ,$~, ~ ........ , , ~ R301.2(7) depending whether there ha* been a history of local damage, s,~..~ t,...~, ,a r= *,~,~ ~J 1~6 o, ~.8 Sh~m~ m-~4 ' ~Ha][ be determined on a site-specific basis In accordance with Section R301.2(4). .~ ~t ~ ~ ~ ~ ,, ...... i ~ ~ ., h. Thejuri~dlction shall fii[ in thi¢ part of the tgb]e with (a) the d~te of the jurisdictions entry into the National Flood insurance Program (date of .~ab~a ,,~ ~.~ adopt~onof the fir*t code or ordinance for managemeet of flod hazard areas, (b) The date(s) of the currently effective firm and FBFM, or other ~*~* "~**"~"'"~ ~*,~*~.*. Table 3.4 Ridge Tension Strap Connection Requirements Table R301.4 ~l~~,~F~, . '"'*""'~'"' '*~ *'"""*" ~ i ~ Jl. I * JI , I ~ JI , I , I Minimum Unformly Distributed Live Loads Design Load ulm~ ~ I~ ~ I~ ~ ~ ~." ,~,.;~..~. ~ .,.,.,.,, .. ~.,,.., ""~'" *~ ~"~' "'~ (MPH) (MPH) U~e Live Load Live Load 50 LB ' ' ".--~' ' ~4 Ssi*mit ' . ' Attic* With SCorag*~ 20 Cate~orv i,C. (Exempt based on ~, ~T ~ ~ ~ ~Hl~ I ~.,**~ *,l,. ~.~ ~ ~,~ I 20 6 7 657 807 .... " 24 5 6 623 765 I I d. ASIngleConcentratedLeadApplbdinanyDirectionat ~nyPoJnt a.~,.~.~,m,~....,,.~,~,, a ~ ~ ~ ~' ~ 36 8 N/A 935 1147 e, AttlcsConstructedwlthWoodTru*sesShalibeDe*lgnedlnAcccordance ~t*aorZon*-160~Stud~pa~in~ .o*~*~o THio c li~ JCl UI,L: IS L ~CAFED IN A WIND BQ~NE DEB~IE; I~E~l._ N , SHEAR WALL SEGMENT DETAIL ?'~[ ~cMi¢ c~? ,,r ]1 [ E I, F .... ' ' ,' RTl' I I f ' ,1 1o7 BAG~ 6 OF 6 Wind Subject to Pama~e [ce Shield Seismic Winter Underlay- Ground Snow Design Frost Line Weather ment Flood Load~ Spee~(MPH) Cateflory* WeatheHn,~ Depth° Termite~ Decay~ Temp' Required Hazards" Moderate Slight to 45 110 C Severe 3'-0" to Heavy Moderate II Required N/A lOpsf Ground Snow Load 50 PSI Roof Span I 24 I Rafter Pitch Rafter Sp~cin~ (In) Nails Per Heel Joint 3:12 12 6 11 17 16 8 15 22 19.2 9 18 27 24 11 22 33 4:12 12 5 9 13 24 9 17 25 5:12 12 4 7 10 16 5 9 14 19.2 6 11 16 24 7 14 20 7:12 12 3 5 8 16 4 7 10 24 5 10 18 9:12 12 5 4 6 16 3 5 8 19.2 3 6 9 24 4 8 11 12:12 12 3 3 5 19.2 3 5 7 24 3 6 9 Use Live Load Exterior BaJconies 60 Decksr 40 Passenger Vehicle Garages. 50. Attic~ Without Storag,~. 10 Attic~ With Storag~ 20 Room~ Other Than SJeepIn,~ Rooms 40 Faatest Mile Wind*pood Faste*t Mile W]ndspeed (MPH) (MPH) 110 120 110 120 Number of 8d Common in Required Ca acity of End of 11/4" 20 ga Stra Ridge ConnectiOn (p f) Rafter Pitch Rafter Span (FT) ~.* ~.* ~.~ 3:12 12 4 4 394 484 16 5 6 525 645 20 6 7 657 807 24 7 8 788 968 28 8 N/A 919 ~129 32 N/A N/A 1050 1291 36 N/A N/A 1182 1452 4:12 12 3 3 312 382 16 4 4 416 20 5 5 520 637 24 5 6 623 765 28 6 7 727 842 32 7 8 831 1020 38 8 N/A 935 1147 8:12 12 2 3 240 295 16 3 4 320 393 20 4 4 400 491 24 4 5 480 889 28 5 6 560 688 32 5 7 640 786 36 6 7 720 884 6:12 12 2 3 216 264 16 3 3 287 352 20 3 4 359 440 24 4 5 43I 528 28 4 5 503 616 32 5 6 575 704 36 6 7 647 792 7:12-12:12 12 2 2 201 245 16 3 3 267 327 20 3 4 334 409 24 4 4 401 490 28 4 5 468 572 32 5 6 535 654 36 5 6 602 736