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Home My WebLink About35926-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 11/9/2011 CERTIFICATE OF OCCUPANCY No: 35280 Date: 11/9/2011 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: SINGLE FAMILY DWELLiNG 580 BASiN RD SOUTHOLD, N.Y. 11971, Sec/Block/Lot: 81.-1-16.7 Filed Map No. Lot No. ~ed in this officed dated 35926 dated 10/7/2010 conforms substantially to the Application for Building Permit heretofore 9/27/2010 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: one family dwelling with rear wrap around deck, two car garage under and unfinished basement as applied for per ZBA #6394. dated 7/13/10. The certificate is issued to Zupa, Mary (OWNER) of the aforesaid building. SUFFOLK COLrNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 8/4/11 R10-09-0003 6/10/I 1 35926 9/2/11 Phi~P1;mbing & Heating Town of Southold Annex 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY 11/10/2011 No: 35281 Date: 11/9/2011 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: IN GROUND POOL 580 BASIN RD SOUTHOLD, N.Y. 11971, Sec/Block/Lot: 81.-1-16.7 Filed Map No. conforms substantially to the Application for Building Permit heretofore 9/27/2010 pursuant to which Building Permit No. was issued, and conforms to all of the requireraents of the applicable provisions of the law. The occupancy for which this certificate is issued is: in ~round swimming pool with raised terrace as applied for per ZBA #6394, dated 7/13/10. Lot No. filed in this officed dated 35926 dated 10/7/2010 The certificate is issued to Zupa, Mary (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 35926 9/2/11 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUII/)ING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35926 Z Date OCTOBER 7, 2010 Permission is hereby granted to: MARY S ZUPA 4565 PARADISE POINT RD SOUTHOLD,NY 11971 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH GARAGE UNDER FRONT ENTRY & REAR WRAP AROUND DECKING PER ZBA #6394, TRUSTEES & DEC APPROVAL at premises located at 580 BASIN RD SOUTHOLD County Ta~ Map NO. 473889 Section 081 Block 0001 Lot No. 016.007 pursuant to application dated SEPTEMBER 27, 2010 and approved by the Building Inspector to expire on APRIL 7, 2012. Fee $ 3,300.80 Authori ze~d~d ignature ORIGINAL Rev. 5/8/02 OCT 2 7 2011 BLDG. DEPT. TOWN OF SOU Form Ho. 6 TOWH OF $OUTEIOLD BUILDING DEPARTMENT TOWN HALL 765-1802 FION FOR CERTIFICATE OF occUPANcY ~Iication must be filled in by typewriter or ink and submitted to the Building Department with the following: A...F~or new building or new use: /~) Final survey of property with accurate location of all buildings~ property lines, streets, and unusual natural or k~.~ topographic features. ~Y'~-~f'x ~X)~p --~_./Final ApproVal from Healffi Dept. of water supply trod sewerage-disposal ($-9 form). ~x~Approval of electrical iustallation from Board Of Fire Underwriters. ~wom statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commemial building, industrial building, mUltiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6, Sub~iait Pla ~n~ing Board A~_~proval o. f 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:unusuM natumi 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. Ceytificate of Oceupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property:-':'''''3 House No. Old or Pre-existing Building: Street · Owaer or Owners of Pmpe~y~-' }I~A/~.~/ ~. ~U~fl · 8~olk ~W Tax Map No 1 ~0, S~fion Subdivision Date of Permit. (cheek one) Hamlet Health D~pt. ApproVal: Block Filed Map. Applicant: Underwriters Approval: Lot Lot: Planning Board Approval: Request for: Temporary Certificate Foe Submitted: $ Final Certificate: (check one) Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631 ) 765-1802 Fax (631) 765-9502 ro,qer.richert~,town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Vick Zupa Address: 580 Basin City: Southold St: NY Zip: 11971 3uilding Permit#: 35926 Section: 81 Block: I Lot: 16.7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE $ontractor: DBA: Three Phase Electric License No: 4443-e SITE DETAILS Office Use Only Residential I~ Ind°°r ~ Basement ~ Service Only I~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Servicelph ~ Heat ~ DuplecRecpt ~ Service 3 ph Hot Water GFCI Recpt Main Panel NC Condenser Single Recpt Sub Panel AJC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: Ceiling Fixtures [~ HID Fixtures Wall Fixtures 1181 Smoke Detectors Recessed Fixtures CO Detectors Fluorescent Fixtur~l Pumps Emergency Fixture Time Clocks Exit Fixtures TVSS 1-elevator, 1-boiler, 4-exhaust fans, 1-20kw generator with transfer switch, 1-oven, l-cook top,(existing service) Notes: Inspector Signature: Date: Sept 2 2011 81-Cert Electrical Compliance Form Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (63 l) 765-1802 Fax (631 ) 765-9502 ro.qer, richert~,town southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Mary Zupa Address: 580 Basin Rd City: Southold St: NY Zip: 11971 Building Permit#: 35926 Section: 81 Block: 1 Lot: 16.7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Three Phase Electric LicenseNo: 4443-e 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 Service 1 ph Service 3 ph Main Panel Sub Panel Transformer Disconnect Other Equipment: INVENTORY Hot Water GFCI Recpt NC Condenser Single Recpt NC Blower Range Recpt Appliances Dryer Recpt Switches Twist Lock Ceiling Fixtures [~1 HID Fixtures [] Wall Fixtures r~ Smoke Detectors Recessed Fixtures ~ CO Detectors Fluorescent Fixture~ Pumps Emergency Fixtures~ Time Clocks Exit Fixtures [~ TVSS in ground swimming pool to include, bonding, 50a sub panel with GFCI protection 2 pump motor recpticles, 2 pool lights Notes: Inspector Signature: Date: Nov 7 2011 81-Cert Electrical Compliance Form 54375 lvlain Road p.O. ]Box Southold, New York 11971-0959 BUILDIHG D~AR.T~ TOW~ O~' SOUTHOL~ CERTIFICA, T,ION I c~rti~ that thc solder used in the water supply syst~n contni-a less.than 2/10 of I% Swo~o b~ m~ t~ ~/~ dayof~ 20. ~_~{ Notary Publi?~ ( ~ County ~ '.(tPlumbers Sig~atllr~)'" ' N ' LORE]FA LAMB o~ary Public, State of New Yor~ NO, 01L~6~79~$3 Q~alified i~ ~ ~,li ~u~l~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 //iNSPECTION [ ~r FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND ] FRAMING / STRAPPING ] FIREPLACE & CHIMNEY [ [ ] INSULATION [ [ ] FINAL [ [ ] FIRE SAFETY INSPECTION [ ] RRB RESlSTMI'C0NSTRUC'n0N [ ] RRB RESISTANT FENEllMTION REMARKS: ./C/o 7'~ .~ .~._.~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 /JNSPECTION [/./]~FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAP,', 1' INSPECTION [ I FII'.~ It~. ANT CONSTRUCTKN~[ ] FIR~ II~SlSTANT I.~NL=lllATION REMARKS. /'~:~,--,----~ ~ -~ ~ -/~'/~, ,,,.,,.,.~" ! DATE~~~~---~INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECTION [ ] F/QUi~ATION 1ST [ ]ROUGH PLBG. [ ~J~FOUNDATION 2ND [ ]INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RE~STANT C~IITR~ [ ] FIRE RESISTANT PENrmATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FQUNDATION 2ND [ ] INSULATION [~FRAMI~ [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]FIRERESISTANTFENETRATION REMARKS: / DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FO~IDATIO~ [ ]INSULATION [ ,~]~'RAMING/~1'~ RAPPING~~ [ ] FINAL ~._~--__._-----~ [ ] FIREPLACE &-CI, IIMNEY [ ] FIRE SA,-.', 't' INSPECTION [ ] FIRERESlST~rI'~ [ ] R#ERESlSl'ANTPENETRATION REMARKS: DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-18O2 INSPECTION [ ] FOUNDATION 1ST [~oUGH PLBG. [ ]//F~GUNDATION 2ND [ ] INSULATION [~/] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAr" m 'l' IILSPECTION REMARKS~/~/'/// (~ ,~-~ ~ DATE INSPECTOR 765-1802 INSPECTION [ ] FOUNDATION 1ST [ [ ] FOUNDATION 2ND [ [ ] FRAMING I STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] RRE RESISTANT CONSTRUCTION [ ~:></] ELECTRICAL (ROUGH) [ REMARKS: ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] RRE RESISTANT PENETRATION ] ELE~, fliCAL (FINAL) TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SA~-,- ~ z' INSPECTION [ ] Fil~l~"ri~rrl~#~llll~lO# ~ RRERESISTANTPENETRATI0N REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE&CHIMNEY [ ] FIRESA~-..~z'INSPECTION [ ] mE.E.ST~T C0.m~ ~.I~""E .E~rJ.T PE.E~A~. REMARKS: ,.SPEC.O. DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ~INSULATION [ ] FINAL [ ] FIRE SA,-,-, ,~' INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI/ON [ ] FOUNDATION 1ST [ ] R/OUGH PLBG. [ ] FOUNDATION 2ND [ ~ INSULATION FRAMING / STRAPPING FIREPLACE & CHIMNEY FIRE REmTJ. T C0.ST.~'~0. REMARKS: ] FINAL ] FIRE SAFETY INSPECTION DATE INSPECTOR ' /~ TOWN OF SOUTHOLD BUILDING DEP 765-1802 INSPECTION [ ] ROUGH PLBG. ~%.~' ~,../~ INSULATION FINAL [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSlllUCTIOfl [,,] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ~] ELEC'rRICAL (FINAL) REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 / INSPECTION [~] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) [ ] ELECTRICAL (ROUGH) REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INS~J~ATION [ ]FRAMING/STRAPPING [/,~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]1~~ [ ] FRAMING/STRAPPING [ '/] FIN L ~A~,~ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CON$TiiUCTI0# [ ] FIRE RESISTANT pENETRATION REMARKS: DATE INSPECTO~~ iNSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] I/~J~lO~_ t J_~ FRAMING I STRAPPING [ ~INAL ~ ~ ~ FIREPLACE & CHIMNEY [ ] FIRE SAFETY #fSPECTION 1 RRE RESISTANT CONSTR~ [ ] FIRE RESISTANT PENETRATION J ELECTRICAL (FINAL) ]ELECTRICAL(ROUG, H) j/ [4 ~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 / 'q"'~ ~/ 765'1802 INSPECTION · [ ] FOUNDATION 1ST [ ]ROUGH PLBG [ ] FOUNDATION 2ND [ ]INSULATION [ ]F~ING/ST~NG [ ]FINAL [ ] FIREP~CE & CHIMN~ [ ] FIRE S~ INk. ION [ ] ~RE R~ ~~ [ ] ~ R~ [ ] ELECTRICAL (ROUGH) ~~AL (FI~) REMARKS: DATE /! ? ( INSPECTO TOWN OF SC BUILDING DI TOWN HALL SOUTHOLD, ! TEL: (631) 765 FAX: (631) 765 SoutholdTown BLD . DEPT. NorthFo~$ouI,~P~ERMIT Examined /Ti , 20fftO Approved /a/~t, 20 JD /' Disapproved a/c BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey. Check Septic Form NY.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: Phone: Expiration Building Inspector tPPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS ,20 ~., BLDG. DEi~ ST e a. snis,l~ltN~ ~ h ,-~ :pletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets dans, 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 after 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, Suftblk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of~lica, nt~r~me, ifa corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ./~_/~ ~>"-/ ~, '24.J/D,4 (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: o'-go R House Number Street Hamlet County Tax Map No. 1000 Section ~' / Subdivision Block / Filed Map No. Lot 1~' '7 Lot 2. State existing use and occupancy of premises and intended use arid ~, eupancy of proposed coostr~ction: a. Existinguseandoccupancy V;46,4x,/-P PC-.c;I~"~'"~'I~,[ f]b'~'~. .% b. Intended use ~d occupancy ~/~J~ ~ [y ~e~t~~ .....J R~air Removal Demolition Other Work (Description) 4. Estimated Cost ~ Fee 5. If dwelling, number of dwelling units / If garage, number of cars ~ (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. A'//q- 7. Dimensions of existing structures, if any: Front Height. Number of Stories Rear _Depth 8. Dimensions of entire new construction: Front Height ~'~,5--- ' Number of Stories Dimensions of same structure with alterations or additions: Front : Rear Depth. Height. Number of Stories ' Rear 97~..I Depth ,fr/ 9. Size of lot: Front 10. Date of Purchase ~2~v.;~ ~.g¢32_ 11. Zone or use district in which premises are situated Rear Depth IP't'e~q o ].-~/<i- Name of Former Owner ~-~~~,~4~ ~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO )(' 13. Will lot be re-graded? YES__ NO __Will excess fill be removed from premises? YES NO__ 14. Names of Owner of premises PVJt"J ~. 2-6,~ Address '/3-~S-~,4PhOlg£fliSPO. Phone No. 9 ~6 [/'~ NameofArchitect Y~o ~d~ ~z~5'~ Address~o~ l~ell~lt713 PhoneNo N~e of Contractorz~/e~ ~ ~ Address l 5 a. Is this prope~y within 100 feet of a tidal wetland or a freshwater wetland? *YES * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this prope~y within 300 feet of a tidal wetland? * YES ~ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. l 7. 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 __ · IF YES, PROVIDE A COPY. NO STATE OF NEW YORK) SS: COUNTY /l"7,~/~ '/ ~'o 2 ~/,/:>//~L being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, CONNIE O. BUNCH (S)Heisthe ~ ~ ~ ~ No~ffPublic,S~teofN~Yo~ No. 010U~IC5050 (Contractor, Agent, Co.orate Of~cer, etc.) 0u~lifi~ in 8~ol~ ~un~ ~ Commission [xoires A0ril 1~, 20J~ of said owner or owners, ~d is duly authodzed to perfo~ or have perfomed the said work ~d to make and file this application; that all statements contained in this application are ~e to the best of his ~owledge and belief; and that the work will be perfomed in the m~er set fo~h in the application filed therewith. Sworn to before me this ~z,-~ day of ~x.~% (3% 20 / O Notary Public S ~tur~i;dant BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK ~ PERMIT NO. 7303 DATE: MAY 19, 2010 ISSUED TO: MARY S. ZUPA PROPERTY ADDRESS: 580 BASIN RD.~ SOUTHOLD SCTM#81-1-16.7 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter l 11 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 19, 2010 in consideration of application fee in the sum of $250.00 paid by Mary S. Zupa and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and following: Wetland Permit to construct a single-family dwelling, garage, swimming pool, sanitary system, deck, remove existing asphalt driveway and install new gravel and landscape, with the condition the drainage system complies with Chapter 236- Stormwater Management of the Town Code, a line of staked hay bales and silt fencing is installed prior to construction activities and maintained until completion, and a 50' non- turf buffer landward of the wetland boundary, all as depicted on the survey prepared by Nathan Taft Corwin last dated March 31, 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 Ghesio, 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 # 0696C Date October 21,2011 THIS CERTIFIES that the single-family dwelling, garage, swimming t)ool, sanitary system. deck, gravel driveway, drainage system, and 50' non-disturbance buffer landward of the wetland boundary At 580 Basin Rd., Southold Suffolk County Tax Map #81-1-16.7 Conforms to the application for a Trustees Permit heretofore f'ded in this office Dated 4/23/10 pursuant to which Trustees Wetland Permit #7303 dated 5/19/10 was issued and Amended on 10/20/10 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 A single-family dwelling, garage, swimming pool, sanitary system, deck, gravel driveway, drainage system, and 50' non-disturbance buffer landward of the wetland bound0~t3,. The certificate is issued to MARY S. ZUPA owner of the Aforesaid property. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER 1-4738-0302~00010 FACILITWPROGRAM NUMBER(S) PERMIT Under the Environmental Conservation Law EFFECTIVE CATE March 17, 2009 EXPIRATION DATE(S) March 16, 2014 I TYPE OF PERMIT · New [] Renewal [] Modification [] Permit to Construct [] Permit to Operate [] Article 15, Title 5: Protection of Wa- ters [] Adicle 15, Title 15: Water Supply [] Adicle 15, Title 15: Water Transport [] Article 15, Title 15: Long ~sland Wells [] Article 15, Title 27: Wild, Scenic and Recreational Rivers [] 6NYCRR 608: Water Quality Certification ~] Article 17, Titles 7, 8: SPDES [] Article 19: Air Pollution Control [] Article 23, Title 27: Mined Land Reclamation [] Article 24: Freshwater Wetlands · Article 25: Tidal Wetlands [] Article 27, Title 7; 6NYCRR 360: Solid Waste Management [] Article 27, Title 9; 6NYCRR 373: Hazardous Waste Management [] Article 34: Coastal Erosion Management [] Article 36: Floodplain Management [] Articles 1, 3, 17, 19, 27, 37; 6NYCRR 380: Radiation Control PERMITISSUED TO Ma~ S. Zupa ADDRESS OF PERMITTEE 4565 Paradise Point Road, Southold NY 11971 CONTACT PERSON FOR PERMITTED WORK NAME AND ADDRESS OF PROJECT/FACILITY Zupa Property, 580 Basin Road, Southotd ITELEPHONE NUMBER {631)765-6112 ITELEPHONE NUMBER LOCATION OF PROJECT/FACILITY SCTM # 1000-81-1-16.7 COUNTY Suffolk TOWN ] WATERCOURSE Southold Southold Bay & Basin Description of Authorized Activity NYTM COORDINATES E:719.4 N:4547.3 Construct a single family dwelling, garage, decks, swimming pool, sanitary system, pervious gravel driveway, remove asphalt, public water service, utilities, 4 foot wide access path, 4 foot by 4 foot seasonal steps to beach, and plant vegetation. Place 5 to 10 pound stone on filter fabric behind the bulkhead and return and revegetate. Regrade, stabilize, and revegetate the slope on Southold Bay. All work shall be performed in accordance with the conditions of this permit and the plans prepared by Nathan Taft Corwin III last revised on 2/9/09 and Sea Level Mapping last amended on 2/20/09, both stamped NYSDEC approved on 3/17/09. B~ ent upon strict compliance with the ECL, all applicable Conditions included as part of this permit. ADDRESS 5/~/C SUNY@Stony Brook; ircle Road; Stony Brook NY 11790-3409 ~' DATE Page 1 of 5 March 17, 2009 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS 1. The storage of construction equipment and materials shall be confined within '~he project work area and/or upland areas greater than 50 linear feet from the tidal wetland boundary. 2. To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 50 linear feet landward of the tidal wetland boundary. 3. 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. 4. A row of staked haybales or other approved erosion control devices shall be placed at the landward edge of the buffer area or as per the NYSDEC approved plans and seaward of the toe of the embankment, 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. 5, Necessary erosion control measures e.g., staked haybales, silt fencing, etc. are to be placed on the downslope edge of any disturbed areas. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 6. Roof runoff shall be directed into dry wells a minimum of 75 linear feet landward of the tidal wetland boundary for immediate on-site recharge. 7. Dry wells for pool filter backwash shall be located a minimum of 75 linear feet landward of the tidal wetland boundary. 8. There shall be no draining of swimming pool water directly or indirectly in tidal wetlands or protected buffer areas. 9. Driveways and parking areas shall be constructed of NYSDEC approved pervious materials. 10. Roads, driveways and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 11. Sanitary systems (bottom of the tank and leaching pools) shall be located a minimum of 2' above seasonal high groundwater. 12. All fill shall consist of "clean" sand, gravel or soil (not asphalt, slag, flyash, broken concrete or demolition debris). 13. All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planfing is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. DEC PERMIT NUMBER 1-4738-03029/00010 PAGE 2 OF 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS 14. All areas of soil disturbance resulting from the approved project shall be stabilized as per the specifications of the approved plans immediately following project completion or permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is ~mpractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. If seeding is impracticable due to the time of year, a temporary mulch sha I be applied and final lse5~ding performed at the earliest opportunity when weather favors germination and growth, but not ~ore than six months after project completion. 16. All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales / silt curtains (or other NYSDEC approved devices) placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 17. All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 18. The permit holder shall cause all exposed faces and/or disturbed areas to be vegetated to 3revent soil erosion prior to project completion or the expiration date of the permit, whichever comes first. 19. The wetland and associated buffer shall be planted as per the approved plans and the permit holder shall ensure a minimum of 85% survival of plantings by the end of five growing seasons. this goal is not met, the permit holder shall re-evaluate the restoration project in order to ~etermine how to meet the mitigation goal and submit plans to be approved by the office of Marine Habitat Protection, SUNY@Stony Brook; 50 Circle Road; Stony Brook NY 11790-3409. 20. There shall be no discharge of runoff or other effluent over or through any bulkhead or shoreline stabilization structure or into tidal wetland or protected buffer area. 21. There shall be no discharge of runoff or other effluent on, in or down the bluff face or onto the beach. 22. There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 23. Any debris or excess material from construction of this project shall 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. 24. This permit does not authorize the granting of easements for the construction of water access structures, mooring facilities, or other structures. 25. The permit holder shall incorporate the attached Covenant (or similar language) to the deed for the property where the project will be conducted and file it with the Clerk of Suffolk County within 30 days of the effective date of this permit. This deed covenant shall run with the land in perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days and prior to commencement of any regulated activity at the site to' NYSDEC, Marine Habitat Protection,SUNY@Stony Brook; 50 Circle Road; Stony Brook NY 11790-3409, Attn: Compliance. DEC PERMIT NUMBER 1-4738-03029/00010 I PAGE3 OF 5 NEW York STATE DEPARTMENT Of ENVIRONMENTAL CONSERVATION NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Ite~ A: Permittee Accepts Legal Responsibility and Agrees to Indemnification Thc permittee~ excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the petanittce's undertaking of activities in connection with, or operation and maintenance of, thc facility or facilities authorized by the permit whether in compliance or not in compliance with thc 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 owqt negligent or intentional acts or omissions, or to any claims, suits, or actioos 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 pemfittee's agent with respect to the pemfitted activities, and such persons shall be subject to the same sanctions for violations of the Envirotmlental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Pernrlts The pen'nittce is responsible for obtaining any other permits, approvals, lands, easements and rights-of-way that may be required to carry out thc activities that are authorized by this permit. Item D: No Right to Trespass or hrterfere 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 DepartmenO 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). Tire 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 Depmtment at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. General Condition 2: Relationship of this Per,nit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. General Condition 3: Applications for Permit Renewals or Modifications The permittee must submit a separate written application to the Department for renewal, modification or transfer of this permit. Such application must include any fom~s or snpplemental information the Deparbnent requires. Any renewal, modification or transfer granted by the Department must be in writing. The pemfittee 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 Managmnent Facilities (SWMF); and b) 30 days before expiration of all other permit types. Submission of applications for permit renewal or modification are to be snbmitted to: NYSDEC 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 permit application or supporting papers; b) failure by the pemrittee to comply with any terms or conditions of the permit; c) exceeding the scope of the project as described in the permit application; d) newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing pernfit; e) noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. DEC PERMIT NUMBER 1-4738-03029/00010 IPAGE4 OF 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15 (TITLE 5}, 24, 25, 34 AND 6 NYCRR 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 Environruental Conservation it shall cause tmreasonable 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 Depart~nent 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 watemourse 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 reqnire, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 2. The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations nndertaken 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 environmentally 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 wateiavay 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. 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 Envirmunental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301,302,303, 306 and 307 of the Clean Water Act of 1977 (PL 95-217) provided that all of the conditions listed herein are met. 8. At least 48 hours prior to commencement of the project, the permittee and contractor stroll 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 their designated agent as part of the permit application. Such approved plans were prepared by: Nathan Taft Corwin III last revised on 2/9/09 (sheet 1 of 2) and Sea Level Mapping last amended on 2/20/09 (sheet 2 of 2), both stamped NYSDEC approved on 3/17/09. DEC PERMIT NUMBER 1-4738-03029/00010 IPAGE 5 OF 5 Plan View Prepared for: Mary Zupa Surveyed: 05-29-08 Amended: 02-20-09 SCT# 1000-81-1-16.7 Town:. Southold Suffolk County, NY I 1"=60' I N , ~o~,,~ Pile~ fill Sections ~lan~ . ~ Plant in 12 on cen~er tar.". ~ b~hlnd ~x~ln9 , sp~ies b~'~al ~ LO~ 5ill ~J~eo~ IOw 8iil h,,,',~nln~ ocp¢ox. ~ ~ b ~' ~0 lb ux. Soyd ~,,¢ ~ , .... o~ 5 - ~o ~b I ~ On fllte qua~ s.- s. ,,, ~ Aua~r9 5~one ~ ~ A. ,.ur fabrin ~ ~one ~ '~ ~ / ...'" u~Ing s~ock plied material I ".. ,, ............... ' ~ Plan~ ne~ ~lope ~l~h cape' J ~ /.~ ~ ~ ~merl~ be~ch gra~ 18" cc J ,, ~ ¥ s o ~ c ~/~ / ~ L E V E L - e ,, . · Aquebogue 95-20-1 (11/03)-9d . New .York State Department of Enwronmental Conservation NOTIC The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and extent of the approved work and any Department conditions applied to the approval, contact the Regional Permit Administrator listed below. Please refer to the permit numar show.n when contacting the D. EC. /~"/~.~ ~'~ ~1~ ~ ~/O~/'~Regi0nal Permit Admin,strator Permit Number Expiration Date NOTE: This notice is NOT a permit ROGER EVANS DECLARATION OF COVENANT THIS DECLARATION O? COVENANT made this~[ day of October, 2005, by Mary Zupa (hereinafter the "Declarant") whose address is 365 Basin Road, Southold, NY 11971 WITNESSETH: WHEREAS, the State of New York is authorized and required to regulate the tidal wetlm~ds as set forth in Article 25 of the New York Environmental Conservation Law (hereinafter "ECL"); and WHEREAS, Declarant is the owner of a residential lot in the Town of Southold, State of New York known as 580 Basin Road, Southold, NY, County Tax Map Number: District 1000, Section 81, Block 1, Lot 16.7 which she acquired by deed dated April 5, 2002, from Garrett Sinning, et al, grantors, and recorded in Liber 12181, Page 887 (hereinafter the "Property"), and WHEREAS, the Property includes tidal wetlands regulated by Article 25 of the ECL upon which certain regulated activities may occur only if prior approval is given by the New York State Department of Environmental Conservation; NOW, THEREFORE, the Declarant hereby covenants and agrees as follows: Regulated tidal wetlands associated with Southold Bay are located at the Property which is a residential lot known as 580 Basin Road, County Tax Map Number: District 1000, Scctio:i 81, Dlock 1, Lot 16.7~ and other,vise knowri as tile properties of Mary S. Zupa and her heirs, assigns, or successors. The Property is subject is subject to the provisions of Article 25 of the ECL or its successor, and the conduct of regulated activities may occur only pursuant to ECL Article 25 if prior approval is ~ven by the New York State Department of Environmenta! Conservation (NYSDEC) or ita :caccessor and by Mary S. Zupa, her heirs, assigns, or successors. Regulated activities include, but are not limited to the erection of any dock(s) or other structure(s); excavation; dredging; [,wading and filling; clearing of vegetation; and application of chemicals. IN WITNESS WHEREOF, the Declarant has duly executed this Declaration of Covenant the day and year first above written. In the presence of: Declarant ~3{ Z a STATE OF NEW YORK SS COUNTY OF SUFFOLK On the~l day of October 2005, before me personally appeared Mary S. Zupa to me known to be the individual described in and who executed the foregoing instrument, a~d_ acknowledged that she executed the same. . //~-) (~ Uniform Form Certificate of Acknowledgment State of New York County of On the ~ ~_ day of ~n the year ~, before me, the undersigned, personally appeared /V] ~ g~ ~/ ~ ~ ,..4/~* cc . personally known to me or proved to me on the basis of satisfactory evidence to be the .;ndivldua! (s) whose name (s) is/are subscribed to the within instrument and acknowledged to me that he/she / they executed the sm'ne in his/her/their capacity (les), and that by his/her/their signature (s) on the instrument, the individual (s), or the person upon behalf of which the individual (s) acted, executed the instrument Notary Public .... -?in SuflolkCo.n~Y D.., ~ cemml.~ F..~i~ MarCh 20,~" ~ NOTICE OF COMMENCEMENT OF CONSTRUCTION RETURN THIS FORM TO: PERMIT NUMBER: COMPLIANCE Marine Habitat Protection NYSDEC Building 40 - SUNY Stony Brook, NY 11790-2356 ISSUED TO: OR FAX TO: (631) 444-0297 ] PROJECT LOCATION/ADDRESS: CONTRACTOR NAME: ADDRESS: TELEPHONE: Dear Sir: Pursuant to Supplementary Special Condition D of the referenced permit, you are hereby notified that the authorized activity shall commence on . We certify that we have read the referenced permit and approved plans and fully understand the authorized project and all permit conditions. We have inspected the project site and can complete the project as described in the permit and as depicted on the approved plans. We can do so in full compliance with all plan notes and permit conditions. The permit sign, permit and approved plans will be available at the site for inspection in accordance with general Condition No. 1. (Both signatures required) CONTRACTOR DATE DATE THIS NOTICE MUST BE SENT TO THE ABOVE ADDRESS A T LEAST TWO DA YS PRIOR TO COMMENCEMENT OF THE PROJECT AND /OR ANY ASSOClA TED REGULATED ACTIVITIES. FAILURE TO RETURN THIS NOTICE, POST THE PERMIT SIGN, OR HAVE THE PERMIT AND APPROVED PLANS AVAILABLE AT THE WORK SITE FOR THE DURATION OF THE PROJECT MAY SUBJECT THE PERMITTEE AND/OR CONTRACTOR TO APPLICABLE SANCTIONS AND PENALTIES FOR NON- COMPLIANCE WITH PERMIT CONDITIONS. RETURN THIS FORM TO: NOTICE OF {.;{,.]M HLI-- I iUPl ur' ~Ul~O i r~u~ i ,~..,~ COMPLIANCE Marine Habitat Protection NYSDEC Building 40 - SUNY Stony Brook, NY 11790-2356 PERMIT NUMBER: PROJECT LOCATION/ADDRESS: CONTRACTOR NAME: ISSUED TO: IOR FAX TO: (631) 444-0297 ] ADDRESS: TELEPHONE: Dear Sir: Pursuant to Supplementary Special Condition D of the referenced permit, you are hereby notified that the authorized activity was completed on We have fully complied with the terms and conditions of the permit and approved plans. (Both signatures required) PERMITEE DATE CONTRACTOR DATE THIS NOTICE, WITH PHOTOGRAPHS OF THE COMPLETED WORK AND/OR A COMPLETED SURVEY, AS APPROPRIATE, MUST BE SENT TO THE ABOVE ADDRESS WITHIN 30 DAYS OF COMPLETION OF THE PROJECT. BOARD MEMBERS Leslie Kanes Weisman, Chairperson James Dinizio Gerard P. Goehringer George Homing Ken Schneider Southold Town Hall 53095 Main Road · P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ~ltp://southoldtown.northfork.net ]_lNG BOARD OF APPEALS fowm OF SOUTHOLD }ELIBE~TIONS AND DETESTATION ~ETING OF ~LY 13, 2010 ZBA FILE: 6394 NAME OF APPLICANT: Mary S. Zupa SCTM#: 1000-81-1-~ I! ~', PROPERTY LOCATION: 58 Basin Road (adj. to Southold Bay, Boat Basin and a Canal), Southold SEQRA DETERMINATION: The Zoning Board has visited the property under consideration in this application and determines that this review falls under the Type Il category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated May 14, 2010 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued his reply dated June 21, 2010, (addressing the marina use only) and determined that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: Subject property is located in the Residential R-80 zone. It consists of 68,070 sq. fi. of buildable area; it is surrounded by water on three sides and has 51.65 feet of frontage on Basin Road. , as depicted on the survey by Nathan Taft Corwin, III L.S., dated last revised March 3 I, 2010. BASIS OF APPLICATION/RELIEF REQUESTED: By Decision No 5266, dated August 2, 2004, the Zoning Board granted the applicant a variance from the Code's Bulk Schedule and Parking Schedule to permit construction of a new single-family dwelling on the property which has less than the required area of 80,000 square feet. The variance was expressly conditioned upon either the abandonment of the existing, non-conforming marina use or the grant of a variance pursuant to Section 280- t 21G that would allow the non-conforming marina use to continue in conjunction with the single-family dwelling. In order to fulfill the condition imposed on the area variance granted by Decision No. 5266, the applicant has now applied for the variance pursuant to Section 280-121G to permit the continued use of the non-conforming marina use in conjunction with the proposed single-family dwelling. Page 2- July 13, 2010 ZBA File#6394- MaW S Zupa CTM: 1000-81-1-I6.2 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 30, 2010. Based upon all the testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: 1. The current building permit application submitted by the application is for the same single-family residence that was the subject of Appeal No. 5266. The Building Inspector issued a Notice of Disapproval dated March 24, 2010, amended April 1, 2010. The Disapproval was based upon; a) the lot being less than the 80,000 square feet required under the Bulk Schedule and Parking Schedule; and b) the need to comply with the condition imposed in this Board's Decision No. 5266. 2. The Zoning Board hereby re-adopts the Findings of Fact set forth in the Decision No. 5266 in there entirety as if set forth at length herein and confirms the grant of the area variance for the reasons set forth in Decision No. 5266. 3. With respect to the request for a variance pursuant to Section 280-121G to allow the legal non- conforming marina use to continue in conjunction with the single~family dwelling, the Zoning Board makes the additional Findings: The proposed action has been found consistent with the Policy Standards of the Local Waterfront Revitalization Program as set forth in the report of the LWRP Coordinator, dated June 21, 2010. The continued use of the legal non-conforming marina owned by the Paradise Point Association is compatible with the proposed single-family dwelling due to their respective locations at the property. The continued use of the legal non-conforming marina is compatible with the existing development in the area where the property is located. Counsel for the Paradise Point Association indicated at the Public Hearing that the Association supports the application to permit both uses at the subject property. The applicant confirmed at the Public Hearing that she regarded the continued use of the legal non-conforming marina to be compatible with her proposed single-family dwelling. 4. The applicant indicates in her application that there are current permits issued by the New York State Department of Environmental Conservation, the Southold Trustees, and the Suffolk County Department of Health Services. RESOLUTION OF THE BOARD: In considering all of the above factors motion was offered by Member Goehringer, seconded by Member Schneider and duly carried, to GRANT, the area variance sought by the applicant to permit construction of a single family home on less than 80,000 square feet with full compliance with all set back requirements and with any requirements contained in permits issued to applicant; and further granting the variance pursuant to Section 280-121G Page3 July 13,2010 ZBA File#6394 - Mary S Zupa CTM: 1000-111-1-16.2 to allow the continued use of the legal non-conforming marina use in conjunction with the single family dwelling use. As shown on the survey by Nathan Taft Corwin, III L.S., dated last revised March 31, 2010 and architectural plans dated 12-1-2003 by Violanda Franzese, Architect, pages SP-1, D-l, D-2, I, 2, 3, 6, 7, 8,9, 10and 11. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. 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. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Weisman (Chairperson, Goehringer and Schneider. (Absent were: Members Homing and Dinizio) This Resolution was duly adopted (3-0). L ' 'sman, Chairperson Approved for filing ,r7/e~ /2010 / Dunn Engineering Associates, P.C. Consulting Engineers 66 Main Street Westhampton Beach, N.Y. 11978 631-288-2480 631-288-2544 Fax November 18, 2010 Re: Pile Driving by Chesterfield Associates Zupa Residence 580 Basin Lane Southold, New York To Whom It May Concern: We have reviewed all documentation surrounding the driving of piles at the above referenced facility. The piles were installed utilizing an MKT 9B3 Double Acting Pile Hammer operating at 8100 foot pounds of energy. The blow count records for each pile have been examined and found to indicate that each pile has reached adequate bearing capacity. With these facts in mind we hereby certify that the 60 piles installed for the house and deck were driven to a minimum load beahng capacity of 15 tons per pile. All piles installed conform to the New York State Building Code. Sincere, William D. Lifford, P.E. Vice President Sworn to before me this I8th day of November, 2010 Notary Public WDL:lam L2010228 P30100 Cynthia Bunch Notary Public State of N~ No, 01-BU6033778 {lualified in Suffolk Coullt~ Term Expire~ 12/06/, 2; Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCAT~OH: S.C.T.M. #: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A /~O O~l ~ _~ STORM-WATER, GRADING, DRAINAGE AND EROSION CONTROl. pL~,. Dish-let Sectlbn CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. ; SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORKA~SF_,SSMENT T Yes No a. Whet is the Total Arss of the project Parsels? (Include Total Area of all Parcels located within '1 Will this Project Retain All Storm-Water Run-Off the Scope of Work for Proposed Construction) /, ~ el. (.... Generated by a Two (29 Inch Rainfall on Site? /~,~,~ ('S.F./'A~s) (This item will Include all mn-off created by site b. What is the Total Ama of Land Clearing clearing and/or construction acitviites as well as all and/or Ground Disturbance for the proposed /~.O00 $~.~[. /~--¥o, C. Site Improvements and the permanent creation of consbuction activity? tS.F;/Ao~) impe~ees surfaces.) PROVIDE BP~_,F PRO3ECT DF~CRiIvI'ION tl~w.~rte.a~a~3 2 oo~a the site Plan and/or Survey Show All Proposed Drainage S~ctums thdicatlng Size & Location? This item she, include a, Pror~sed ~mde C~ang~ and '---- L~ ~,~..~.. ; ~ .~ '~'~'..~.l'~'t~ ~.~/C.A~,J: 3 D°~$1he Si" Plan end/oreurv~¥des°fihetheer°slonend ~lm~nt controlPraclices thotw,lhe usud to l; Lt -{ ~ ~ ~, ~ ,t. 0 ~ (J ~'c ~( ~. ,,,/'""~ I contro~ site erosion and storm water discharges. This t~g ~.J item must be maintained throughout the Enitm Constmciton Period. ~.~f.y~Vv..~.£f (¥--~- d Excavation where there is a change to the Nataml Q / ExisUng Grade Involving mom than 200 Cubic Yards of Material within any Parcel? 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000 S.F.) Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction General DEC SWPPP Reqofmmento: or within One Hundred (100') feet of a WeUand or Submission o~ a SWPPP is required for all Construction activities in/ok, ing soil Beach? disturbances of one ( 1 ) or mom acres; including disturbances of less than one acm that 7 Will there be Site preparation on ExisUng Grade Slopes am pan of a larger common pinn that will ultrrnatuly disturb one or more acme of land; which Exceed Fifteen (15)feet of Vertical Rise to ~ including Construction activities bwclvisg soil disturbances of less than one (1) acre where the DEC has determined that a SPDES permit is required for stain water discharges. Oas Hundred (100') of Horizontal Dista, n. ce? ( sWPPP's Shall meet the Minimum Requlremeofs of the SPDES General Penwlt 8 Will Driveways, Parking Ames or other Impervious for Stone Water Discharges from C~$1ruoflon activity. PemR No. GP-O-I 0-001,) Surfaces be Sloped to Direct Storm-Water Run-Off~ 1. The SWPPP shall be prepared prim to the submittal of the NOL The NOI shall be into and/or in the direction of a Town right-of-way? submitted to Ihs Depamneat prk~ to the commencement of coesaucline aclivfty. 2. The SVVPFfl sbeti desa'Foe the eroeton and sediment control pmctk:e~ and where 9 Wilt this Project Require the Placement of Material, required. POat-c(mssuciton storm w'ater managemeat pmcllces the, wtil be used audlor RemOVal of Vegetation aud/or the Construction of any l'~'2--] / conshtmted to reduce the pollutants in storm water dlssharges and to assam item Within the Town Right-of-Way or Road Shoalder N0tav/Public, State of New Yor~ Qualified in surf0 k County , ^ · C0mmis 'on E 'r ' 14 . . And that he/she is thc Owner and/or representative of the Owner or Owners, and is duly authorized to perform or have perfonned thc said work and to make and file this application; that ail statements contained in this application are true to the best of his knowledge and belief; and that thc work will be performed in the manner set forth in thc application fi]cd herewith. Swam to before me this; -7 FORM - 06110 Town Hall Annex 54375 Main Ro~d P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 ro.qer richert(~,t~r~:~J~-I~a ny us BUll,DING DEPARTMENT TOWN OF ~OUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: License No.: Address: Phone No.: Date: JOBSITE INFORMATION: (*Indicates required information) *Address: *Cross Street: *Phone No.: d~l- 74 5~ I1~ Permit No.: Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Pdnt Clearly) (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: Temp Information (If needed] *Service Size: 1 Phase *New Service: Re-connect Additional Information: 3Phase 100 Underground YES / NO Rough In YES / NO C 150 200 300 3! Number of Meters Change c PAYMENT DUE WITH APPLI~ 400 ~TION Final Other Overhead 82-Request for Inspectio. Form Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 · (631) 765- 50 ro,qer nchert(~,i~wn.sou~o~d .ny. us ,~, _ ,~f _ ~,,~? ~? BUILDING DEPARTMgNT TOWN' OF $OUTHOI,I~ APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: License No.: Address: Phone No.: Date: JOBSITE INFORMATION: (*Indicates required information) *Name: V~ c.~' Z~P Dx ~.~._._~ *Address: '~-- ~"~ ~--'~ S ,'~, ~c *Cross Street: *Phone No.: Permit No.: Tax Map District: 1000 Section: ~ I 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: Temp Information (If needed] *Service Size: 1 Phase *New Service: Re-connect Additional Information: , NO YES ~ Final 3Phase 100 150 200 300 350 400 Other Underground Number of Meters Change of Service Overhead PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form VIOIAN1)A FRANZtk~ ARCItt'i~r September 23, 2010 Michael J. Verity Chief Building Inspector Southold Town Hall 53095 Main Road P.O. Box 1179 Southold, New York 11971-1179 Re: Revisions to Proposed Single Family Zupa Residence 580 Basin Ro~d, Southold, NY SCTM~ 1000=81-01-16.7 Attached please find revised construction drawings for the Zupa residence. The square footage of the building was reduced from 5870 sq.t~, to 4875 sq.f[ The revisions that were made are as follows: Foundation Plan 1. The tower was removed on the north side of the building. 2. The garage was aligned with the basement foundation walls. 3. The finished basement area will now be unfinished. 4. A covered terrace was created on the west side of the building under the first floor deck. First Floor Plan 1. The tower was removed on the north side (The breakfast area). 2. Bedroom #1 and bath #1 were removed. 3. The stair in the mud room was removed and the mud room was reconfigured. 4. Balcony # 4 was removed and the deck was wrapped around the comer. 5. The front porch was removed and replaced with a smaller porch. 6. The master bath/closet area was reconfignred. 7. The pre-fab fireplace was removed from the parlor and the parlor entry was relocated. 8. The powder room was relocated to the mud room area and closets were added in the entry area. Second Floor Plan 1. The tower was removed from the office area. P.O. BOX 153, Bm I.~ORT, NEW YORK 11713 TI!L: 631.286-6834 FAX: 631.286-6834 E. MA1L: VIOI~A Fi~ 2. In order to create a double high ceiling in the family room, bath #4, bath #3, the closets, the sitting room and the covered balcony #3 were removed. 3. The front covered balcony ~K2 was removed. 4. The closets in bedroom #2 & #3 were reconflgured. 5. The secondary stair & balcony leading to the study were removed. 6. The bath & closet in the study were reconflgured. South Elevation 1. The front porch/second floor balcony was removed. 2. A dormer was added over the front entry. 3. The low gable (~ the west side of the building above the garage was removed. This area was reconfigured. 4. Windows were changed. East Elevation 1. The gable dormers were changed to shed dormers. 2. The tower was removed. The front porch was removed. 3. Windows were added. West Elevation 1. The tower was removed and the deck was wrapped around the comer. 2. Shed dormers were added. The gable dormers were removed. 3. Windows were changed. North Elevation 1. The tower was removed. 2. The second floor exterior balconies were removed. 3. The deck was wrapped around the corner in front of the kitchen. Sections All the sections were changed to reflect the revisions listed above. If you have any questions about the changes made or if you need additional information please let me know. Best regards, Violanda Franzese, AIA Architect P.O. BOX 153, Bm.LPORT, NEW YORK 11713 TEL: 631.286-6834 FAX: 631.286.6834 E. MAIL: viols~vninx~ -TEST WELL ~ PI~.Y!4EL/ FOR ~ ~OOL DAQF--.bIASH 40' swy. 16.18 P~-.'OP~O ~ EI::2 LhVl' 13.1 ~ ~PI_E STI~o opLE STK. ~ -- ~ PLESTIC~,~oF't.ES'T'K. 72.8x . PI-E S I~ 08; -~'C4 UTILITY- ~ '~ ~ PO%-E f _1 RUNOFF x.14 3 !,3.6 x117 z~ 144 ( ~QOF I ? 4x~cb x.l TEST _ti // // / J / / / / ST~. - DP-.¥!dELL FOP-- POOL BAOKIA!ASH - Pt~.OP. P~OL EQUIP. PP-.OPOSEP PooL: $'I'K. 15.1 Pt.E $'3%° PLE 8TK.o · ~ STK. 7 2._8x ePLE $'1% * PI.~ S 'I=LE $'r'K. ? ~ / DiA. X -~ DEEP RUNOFF x. 14-3 15.3 x14'6 15.6 DIA. X 4 '~ 7 c ROOF I 1.4x~c) x ll,Z 7.9 ~/.~ DRYI, qELL FO~. POOL tSAOKY$&$H F~OP. F';ff~L EQUIP. X ...~ J BORD~H PATTERNL_ WALL PATTERN:__ FLOOR PATTERN; REScheck Software Version Compliance Cerfi Project Title: Zupa Residence Energy Code: Location: Construction Type: 2007 New York Energy Conservation Construction Code Suffolk County, ~ York Detached I or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 27% He~ng Degree Days: 5750 Construction Site: 580 Basin Road Southold, NY 11971 Owner/Agent: Victor & Mary Zupa 4565 Paradise Point Road Southold, NY 11971 (631) 807-6317 Designer/Contractor: Violanda Franzese Violanda Franzese Architect P.O. Box 153 Bellport, NY 11713 (631) 286-6834 violaf~verizon.net :=::::: Compliance: 4.7% Belter Than Code Maximum UA: 807 Your UA: 769 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space Ceiling 1: Flit Ceiling or Scissor TnJss Wall 1: Wood Frame, 16' o.c. OFFICE101: Vinyl Frame:Double Pane with Low*E OFFICE101: Vinyl Frame:Double Pane with Low*E PARLOR: Vinyl Frame:Double Pane with Low-E PARLOR: Vinyl Frame:Double Pane with Low-E DINING: Vinyl Frame:Double Pane with Low-E DINING: Vinyl Frame:Double Pane with Low-E BDRMI: Vinyl Frame:Double Pane with Low-E LIBRARY: Vinyl Frame:Double Pane with Low*E ENTRYHALL: Vinyl Frame:Double Pane with Low-E ENTRYHALL: Vinyl Frame:Double Pane with Low-E ENTRYHALL: Vinyl Frame:Double Pane with Low-E ENTRYHALL: Vinyl Frame:Doubli Parle with Low-E ENTRYHALL: Vinyl Frame:Double Pane with Low-E ENTRYHALL: Vinyl Frame:Double Pane with Low-E ENTRYHALL: Glass Wall 2: Wood Frame, 16' o.c. KITCHEN: Vinyl Frame:Double Pane with Low-E KITCHEN: Vinyl Frame:Double Pane with Low-E KITCHEN: Vinyl Frame:Double Pane with Low-E KITCHEN: Vinyl Frame:Double Pane with Low-E KITCHEN: Vinyl Frame:Doubli Pane with Low-E FAMILYRM: Vinyl Frame:Double Pane with Low-E FAMILYRM: Vinyl Frame:Double Pane with Low-E FAMILYRM: Vinyl Frame:Double Pane with Low-E MASTERBDRM: Vinyl Frame:Double Pane with Low-E 2942 21.0 0.0 129 2942 38.0 0.0 88 1331 21.0 0.0 55 5 0.280 1 19 0.320 6 16 0.280 4 56 0.320 18 16 0.280 4 56 0.320 18 51 0.320 16 51 0.320 16 23 0.300 7 4 0.280 1 15 0.320 5 4 0.280 1 15 O.32O 5 6 0.280 2 25 0.320 8 1294 21.0 0.0 48 6 0.280 2 13 0.320 4 6 0.280 2 13 0.320 4 10 0.280 3 37 0.300 11 17 0.310 5 17 0.310 5 16 0.280 4 MASTERBDRM: Vinyl Frame:Double Pane with Low-E BDRM2: Vinyl Frame:Double Pane with Low-E OFFICE: Vinyl Frame:Double Pane with Low-E KITCHEN: Glass FAMILYRM: Glass Wall 3: Wood Frame, 16" o.c. BDRM2: Vinyl Frame:Double Pane with Low-E BATH3: Vinyl Frame:Double Pane with Low-E BDRMI: Vinyl Frame:Double Pane with Low-E MASTERBDRM: Wood Frame:Double Pane w~th Low-E MASTERBDRM: Vinyl Frame:Double Pane with Low-E MASTERBDRM: Vinyl Frame:Double Pane with Low-E MASTERBDRM: Vinyl Frame:Double Pane with Low-E BATH2: Vinyl Frame:Double Pane with Low-E BATH2: Vinyl Frame:Double Pane with Low-E BATH1: Vinyl Frame:Double Pane with Low-E BATH1: Vinyl Frame:Double Pane with Low-E OFFICE104: Vinyl Frame:Double Pane with Low-E OFFICE104: Vinyl Frame:Double Pane with Low-E Wall 4: Wood Frame, 16" o.c. OFFICE207: Wood Frame:Double Pane with Low-E LIBRARY: WO~I Frame:Double Pane with Low-E BATH4: Vinyl Frame:Double Pane with Low-E LAUNDRY: Vinyl Frame:Double Pane with Low-E LAUNDRY: Vinyl Frame:Doubla Pane with Low-E PWDR: Vinyl Frame:Double Pane with Low-E PWDR: Vinyl Frame:Double Pane with Low-E MUD: Vinyl Frame:Double Pane with Low-E MUD: Vinyl Frame:Double Pane with Low-E MUD: Vinyl Frame:Double Pane with Low-E MUD: Glass 56 0.320 18 51 0.320 16 51 0.320 16 42 0.310 13 124 0.310 38 g17 21.0 0.0 41 34 0.320 11 34 0.320 11 34 0.320 11 4 0.280 1 15 0.320 5 4 0.280 1 15 0.320 5 4 0.283 1 7 0.310 2 4 0.280 1 15 0.320 5 15 O,32O 5 4 0.280 1 914 21.0 0,0 42 51 0.320 16 51 0.320 16 7 0.310 2 4 0.280 1 10 0.320 3 4 0.280 1 10 0.320 3 4 0.280 1 fO 0.320 3 4 0.280 1 18 0.310 6 The proposed building represented in this document is consistent with the building plans, specifications, and other caloulationa submilted with this permit application. The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements. When a Registered Design Profsssianai has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or spesificafirms are in compliance with this Code. Name-Title ~ ~.~.~ {'['~-~' ~-'r- ' 'Signature ff .~ Date $ )'2'o9%;,,, ~' ~C SOUTHOLD BAY SURVEY OF PROPERTY SITUATED AT BAYVIEW TOWN OF $OUTHOLD SUFFOLK COUNTY, NEW YORK $.C. TAX No. 1000-81-01-16.7 SCALE 1 "=4,0' JANUARY 7, 2002 JANUARY 29. 2002 REVISED LOT AREA NOTATION FEBRUARY 14. 2002 REVISED DRIVEWAY LABELS MAY 15, 2002 LOCATED WETLANDS & ADDED TOPOGRAPHICAL SURVEY JUNE 1, 2002 ADDED SITE PLAN AUGUST 5, 2002 REVISED WETLANDS LINE, SITE PLAN & ADDED TEST HOLE No. 2 AUGUST 26, 2002 ADDED PROPOSED SEPTIC SYSTEM JANUARY 23. 2003 ADDED DRYWELLB & HAY BALES NOVEMBER 12, 2003 REVISED PROPOSED HOUSE JUNE 6, 2007 REVISED TO SNOW PROPOSED LOT LINE CHANGE AT BASIN ROAD & UPDATED SURVEY FOR LOCATIONS OF NEW STRUCTURES JULY 23, 2008 ADDED PRESCRIPTiVE EASEMENT ND ¢,C, NS LOT AREA INCLUDING THE BULKHEAD AREA AT THE NORTHWEST PORTION OF = 75 687.S6 sq. ft THE LOT PROJECTING INTO SOUTHOLD BAY (TO BULKHEADS & TIE LINES) I.~38 ac. LOT AREA EXCLUDING THE BULKHEAD AREA AT THE NORTHWEST PORTION OF = 72 747,53 sq. fl. THE LOT PROJECTING INTO BOUTHOLD BAY (TO BULKHEADS & TIE LINES) 1.~70 CHICAGO TITLE INSURANCE COMPANY MARY S. ZUPA 197.36' NS .cwo BOAT BASIN TEST HOLES DATA N,Y.S, LJc. No. 50467 Nathan Taft Corw n III Land Surveyor Fox (631)727-1727 SURVEY OF PROPERTY STTUA TED A T BAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-81-01-16.7 SCALE 1"=40' JANUARY 7, 2002 z SECTION C P SECTION A SO UTHOLD ~A Y NP . LOT AREA INCLUDING THE BULKHEAD AREA AT THE NORTHWEST PORTION OF = 75 815 sq fl, THE LOT BROJECTING INTO SOUTNOLD BAY (TO BULKHEADS & TIE LINES) 1 ~40 ac' LOT AREA EXCLUDING THE BULKHEAD AREA AT THE NORTHWEST PORTON OF = 72 875 sq fH THE LOT PROJECTING iNTO SOUTHOLD BAY (TO BULKHEADS ~ TIE LINES) ,~7S ac, LOT AREA EXCLUDING THE BULKHEAD AREA AT THE NORTHWEST PORTION OF = 68,070 sq, fN THE LOT PROJECTING INTO SOUTDOLD BAY (TO BULKHEADS & TIE LINES) AND THE WETLAND PORTION OF THE LOT PROPOSED LOT COVERAGE: AREA OF PROPOSED HOUSE, DECKS & POOL = 5,765 sq, fN TIDAL WETLAND ADJACENT AREA = D8,070 sq, fl, LOT COVERAGE OVER ADJACENT AREA = 8,47% CERTIFIED TO CHICAGO TITLE INSURANCE COMPANY MARY S. ZUPA DETArL OF OUTLINE OF PROPOSED CONVEYANCE TO PARADISE POINT ASSOCIATION AREA = 5,869 sq. ff. NS.~ PROPOSED CONVEYANCE TO PARADISE POINT ASSOCIATION DONE BY LOT LiNE CHANGE TO BASIN ROAD AREA = 5,869 sq. fl, (SEE DETAIL) I ELEVATIONS ARE REFERENCED TO N,~.V,D, 1929 DATUM. EXISTING ELEVATIONS ARE SHOWN THU$.~ TEST HOLE No.~ TEST HOLES DATA TEST HOLE No. £ LEGEND P~4NTtNO SCHEDULE N~ NORWAY SPRUCE ~'~F2 WHite PiNE L(~, LEYLAND SPRUCE ~;~[~ A RHODADENDRONS ~O GROUND COVER NATIVE PLANTS (incl, ROSA RUGOSA, RUSSIAN OLIVE, BAYBERRY, GRASSES) AND/OR EASEMENTS Of RECORD, If ANY, NOT SHOWN ARE NOT GUARANTEED, NYS, Lic No, 50467 Nathan Taft Corw,n III Land Surveyor PHONE (951)727-2090 Fax (631)727-1727 S S9'23'OS" E SECTION C SECTION A SURVEY OF PROPERTY SITUA TED A T BAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-81-01-16.7 SCALE 1"--40' JANUARY 7, 2002 JANUARY 29, 2002 REVISED LOT AREA NOTATION FEBRUARY 14,, 2002 REVISED DRIVEWAY LABELS MAY 15, 2002 LOCATED WETLANDS &: ADDED TOPOGRAPHICAL SURVEY JUNE 1, 2002 ADDED SITE PLAN AUGUST 5, 2002 REVISED WETLANDS LINE, SITE PLAN & ADDED TEST HOLE No. 2 AUGUST 26, 2002 ADDED PROPOSED SEFTIC SYSTEM JANUARY 23, 2003 ADDED DRYWELLS & HAY BALES NOVEMBER 12, 2003 REVISED PROPOSED HOUSE JUNE 6, 2007 REVISED TO SHOW PROPOSED LOT LINE CHANGE AT BASIN ROAD & UPDATED SURVEY FOR LOCATIONS OF NEW STRUCTURES JULY 23, 2008 ADDED PRESCRIPTIVE EASEMENT OCTOBER 7, 2008 ADDED METES AND BOUNDS FOR PRESCRIPTIVE EASEMENT FEBRUARY §. 2009 UPDATE SURVEY APRIL 15. 2009 ADDED PROP, CONVEYANCE AREA FESRUAHY 3, 2010 LOCATED NEW DOCK & PLANTINGS MARCH 31, 2010 REVISES SBPTIC SYSTEM LOT AREA INCLUDING THE BULKHEAD AREA AT THE NORTHWEST PORTION OF = 75 815 sq. THE LOT PROJECTING INTO SOUTHOLD BAY (TO BULKHEADS & TIE LINES) 1.~;40 LOT AREA EXCLUDING THE BULKHEAD AREA AT THE NORTHWEST PORTION OF = 72 875 sq. ff. THE LOT PROJECTING INTO SOUTHOLD BAY (TO BULKHEADS & TIE LINES) 1.~7S LOT AREA EXCLUDING THE BULKHEAD AREA AT THE NORTHWEST PORTION OF = SS,OTB sq. ff. THE LOT PROJECTING INTO SOUTHOLD RAY (TO BULKHEADS & TIE LINES) AND THE WETLAND PORTION OF THE LOT PROPOSED LOT COVERAGE: AREA OF PROPOSED HOUSE, DECKS & POOL = 5,765 sq, ff. TIDAL WETLAND ADJACENT AREA = 68,070 sq. ff. LOT COVERAGE OVER ADJACENT AREA = 8.47~ CERTIFIED TO: CHICAGO TITLE INSURANCE COBPANY MARY S. ZUPA (EL. 21) RECEIVED ApR23201Q BOARD OF APPEALS [sJBA FINAL MAP EE DECISION NP 1. ELD/ATIONS ARE REFERENCED TO N,A,V,D, 1988 DATUM, EXISTING ELFVATIONS ARE SHOWN THUS: ~ EXISTING CONTOUR LINES ARE SHOWN THUS: .... 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 3&103C0167 H ~. MINIMUM SEPTIC TANK CAPACITIES FOR B BEDROOM HOUSE IS 1,500 GALLONS. 1 TANI(; 8' DIA. 5' GOULD DEPTH ~. MINIMUM LEACHING SYSTEM FOR 6 BEDROOM HOUSE IS 400 aq ft SIDEWALL AREA. 2 POOLS; 8' DEEP, 8' 5. TH CATION OF WELL5 AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND)/OR DATA OBTAINED FROM OTHERS. 6. THE STAKED HAY BALES ac SILT RETENTION FENCE TEST HOLES DATA TEST HOLE LEGEND · STAKE S~T BY THIS OFFICE JUNE 16. 2008 PZANTINC SCHEDULE N~ NORWAY SPRUCE ~p WHITE PINE L~,' LEYLAND SPRUCE J~[~A RHODADENDRONS ~ GROUND COVER NF~ NATIVE pLANTS (incl. ROSA RUOOSA RUSSIAN OLIVE RAYRERRY, GRASSES EXIST G CS ~1 BAYBERRY BUSH ~ BLkCK PINE TREE ~ CEDAR TREE AND/OR EASEMENTS OF RECORD, IF ANY. NOT SHOWN ARE NOT GUARANTEED. Lic No. 50467 Nathan Taft Corw n III Land Surveyor PHONE (651)727-20g0 Fax (631)727-1727 21--[519 S 89'2B'08" E SO UTHOLD Y (TO~N HARBOR) SURVEY OF PROPERTY SITUATED AT BAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C, TAX No. 1000-81-01-16.7 SCALE 1"--40' JANUARY 7, 2002 JANUARY 29, 2002 REVISED LOT AREA NOTATION FEBRUARY ~4, 2002 REVISED DRIVEWAY LABELS MAY 15, 2002 LOCATED WETLANDS & ADDED TOPOGRAPHICAL SURVEY JUNE 1, 2002 ADDED SITE PLAN AUGUST 5, 2002 REVISED WETLANDS LINE, SITE PLAN & ADDED TEST HOLE No 2 AUGUST 26, 2002 ADDED PROPOSED SEPTIC SYSTEM JANUARY 23, 2005 ADDED DRYWELLS & HAY BALES NOVEMBER 12, 2008 REVISED PROPOSED HOUSE AUG 13 2010 B[DG DEPT, TOWN OF SOUTHOtD JUNE E, 2007 REVISED TO SHOW PROPOSED LOT LINE CHANGE AT BASIN ROAD & UPDATED SURVEY FOR LOCATIONS OF NEW STRUCTURES JULY 25, 200B ADDED PRESCRIPTIVE EASEMENT OCTOBER 7, 200B ADDED METES AND BOUNDS FOR PRESCRIPTIVE EASEMENT FEBRUARY 9, 2009 UPDATE SURVEY ABRIL 15, 2009 ADDED PROP. CONVEYANCE AREA FEBRUARY 5, 2010 LOCATED NEW DOCR & PLANTINGS MARCH 51, 2010 REVISED SEPTIC SYSTEM AUGUST 2, 2010 ADDED DRAINAGE CALCULATION .AUGUST 12, 2010 ADDEB TRENCH BRAIN LOT AREA INCLUBING THE BULKHEAD AREA AT THE NORTHWEST PORTION OF = 75815 sq. ff. THE LOT PROJECTING INTO SOUTHOLB BAY (TO BULKHEADS & TIE LINES) 1,~'40 LOT AREA EXCLUBING THE BULKHEAD AREA AT THE NORTHWEST PORTON OF = 72875 sq fD THE LOT PROJECTING INTO SBUTHOLD BAY (TO BULKHEADS & TIE LINES) 1.~73 LOT AREA EXCLUDING THE BULKHEAD AREA AT THE NORTHWEST PORTION OF = 68.070 sq. fE TBE LOT PROJECTING INTO SOUTHOLB BAY (TO BULKHEADS & TIE LINES) AND THE WETLAND PORTION OF THE LOT PROPOSEB LOT COVERAGE: AREA OF PROPOSED HOUSE, DECKS & POOL = 5,765 sq. fl, TIDAL WETLAND ADJACENT AREA = 68,070 Gq, fi, LOT COVERAGE OVER ADJACENT AREA : 8,47% 197.36' ZONE VE (EL. 21) ZONE X TEST HOLE No I TEST HOLES DATA TEST HOLE No LEGEND · STAKE SET BY THIS OFFICE JUNE 16, 2008 WHITE PINE THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SBOWN ARE NOT GUARANTEED, NJ, S, Uc. No, 50487 Nathan Taft Corwin III Land Surveyor Fox (651)727-1727 z o ,S'O UTHOLD S[RVEY OF P2OPERTY SITUATED AT BAYVIEW TOWN OF $OUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-81-01-16.7 SCALE 1"=40' JANUARY 7, 2002 JANUARY 29, 2002 REVISED LOT AREA NOTATION FEBRUARY 14, 2002 REVISED DRIVEWAY LABELS MAY 15, 2002 LOCATED WETLANDS A ADDED TOPOGRAPHICAL SURVEY JUNE 1, 2002 ADDED SITE PLAN AUGUST 5, 2002 REVISED WETLANDS LINE, SITE pLAN & ADDED TED] HOLE No 2 AUGUST 26, 2002 ADDED PROPOSED SEPTIC SYSTEbl JANUARY 23, 2003 ADDED DRYWELLS & HAY BALES NOVEMBER 12, 2005 REVISED PROPOSED HOBSE ,JUNE 6, 2007 REVISED TO SHOW PROPOSED LOT LINE CHANGE AT BASIN ROAD & UPDATED SURVEY FOR LOCA]IONS OF NEW STRUCTURES JULY 23, 2008 ADDED PRESCRIPTIVE ~\SEMENT OCTOBER 7, 2008 ADDED METES AND BOUNDS FOR PRESCRIPTIVE EASEMENT FEBRUARY 9, 2009 UPDATE SURVEY APRIL 15, 2009 ADDED PROP CONVEYANCE AREA FEBRUARY 3, 2010 LOCATED NEW DOCK & PLANTINGS MARCH 31, 2010 REVISED SEPTIC SYSTEM AUGUST 2, 2010 ADDED DRAINAGE CALCULATION AUGUST 12, 2010 ADDED TRENCH DRAIN OCTOBER 1, 2010 REVISED PROPOSED HOUSE DECEMBER 2, 2010 SET FOUNDATION NAILS IN FOOTING ~D~E_DECEMBER~ SET EOUNBATION LOCATIOH LOT AREA INCLUDING TME BULKHEAD AREA AT THE NORTHWEST PORTION OF = 75 815 sq. fl, THE LOT PROJECTING INTO SOUTHOLD BAY (TO BULKHEADS & TIE LINES) ~,'~40 ac. LOT AREA EXCLUDING THE BULKHEAD AREA AT THE NORTHWEST PORTION OF = 72 875 sq. fR THE LOT PROJECTING INTO SOUTHOLB BAY (TO BULKHEADS & Tie LINES) 1 LOT AREA EXCLUDING THE BULKHEAD AREA AT THE NORTHWEST PORTION OF = 68,070 sq. ff. THE LOT PROJECTING INTO SOUTHOLB BAY (TO BULKHEADS & TEE LINES) AND THE WETLAND PORTION OF THE LOT PROPOSED LOT COVERAGE: ABEA OF PROPOSED HOUSE, DECKS & POOL = 5,S37 sq, TIDAL WETLAND ADJACENT AREA = 68,070 sq. LOT COVERAGE OVER ADJACENT AREA = 784% CHICAGO TITLE INSURANCE COMPANY Y TEST HOLE No ¢T~$T HOLE OUG ON MAy l, 2002) TEST HOLES DATA TEST HOLE No 2 EXISTING PLANTINGS UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED, NYS Lm No 50467 Nathan Taft Corwin III Land Surveyor Successor To Stanley J Isaksen, Jr, LS Joseph A Ingegne LS PHONE (631)727-2090 Fox (631)727 1727 NOTES. 1. ELEVATIONS ARE REFERENCED TO N.A,V.D, 1988 DATUM. EXISTING ELEVATIONS ARE SHOWN THUS: 5o EXISTING CONTOUR LINES ARE SHOWN THUS: ---- 5 2, FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP Ne. 3§1D$C0167 H ZONE AE. RASE FLOOD ELEVATIONS DETERMINED ZONE ×*. AREAS OF 5DO-YEAR FLOOD: AREAS OF 1~ ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN ] SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. ZONE X. AREAS DETERMINED TO BE OUTSIDE THE 02~ FLOODPLAIN ZONE VE' COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION), BASE FLOOD ELEVATIONS DETERMINED S 89'23'08" E JUNE 6, 2007 REVISED TO SO UTHOLD (TOWN HARBOR) 12.42, N 88"45'16" E 77 Z % PREPARED IN ADCORDANCE WITH TH~ MINIMUM Nathan Taft Corwin III Land Surveyor PHONE (631)727-2090 Fax (631)727 1727 UNAUTHORIZED ALTERATION OR ADDITION TO TI-IlS SURVEY IS A VIOLATION OF SECTION 7209 OF- THE NEW YORK STATE AND/OR EASEMENT5 OF RECORD, IF SURVEY OF PROPERTY SITUATED AT BAYVIEYV TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-81-01-16.7 SCALE 1"=50' JANUARY 7, 2002 JANUARY 29, 2002 REVISED LOT AREA NOTATION FEBRUARY 14, 2002 REVISED DRIVEWAY LABELS MAY 15, 2002 LOCATED WETLANDS & ADDED TOPOGRAPNICAL SURVEY JUNE 1, 2002 ADDED SITE PLAN AUGUST 5, 2002 REVISED WETLANDS LINE, SITE PLAN & ABBED TEST HOLE No. 2 AUGUST 26, 2002 ADDED PROPOSED SEPTIC SYSTEM JANUARY 23, 2005 ADDED DRYWELL$ & HAY BALES NOVEMBER 12, 2005 REVISED PROPOSED HOUSE SHOW PROPOSED LOT LINE CHANGE AT BASIN ROAD & UPDATED SURVEY FOR LOCATIONS JULY 25, 2008 ADDED PRESCRIPTIVE EASEMENT OCTOBER 7, 2008 ADDED METES AND BOUNDS FOR PRESCRIPTrVE EASEMENT FEBRUARY 9, 2009 UPDATE SURVEY APRIL 15, 2009 ADDED PROP CONVEYANCE AREA FEBRUARY B, 2010 LOCATED NEW DOCK & PLANTINGS MARCH 51, 2010 REVISED SEPTIC SYSTEM AUGUST 2, 2010 ADDED DRAINAGE CALCULATION AUGUST 12, 2010 ADDED TRENCH DRAIN OCTOBER 1, 2010 REVISED PROPOSED HOUSE DECEMBER 2, 2010 SET FOUNDATION NAILS IN FOOTING DKCEMBER 8, 2010 SET FOUNDATION LOCATION JUNE 5, 2011 FINAL SURVEY OF NEW STRUCTURES LOT AREA INCLUDING THE BULKHEAD AREA AT THE NORTHWEST PORTION OF 75,815 sq. ff. THE LOT PROJECTING INTO SOUTHOLD BAY (TO BULKHEADS & TIE LINES) 1.740 ac. LOT AREA EXCLUDING THE BULKHEAD AREA AT THE NORTHWEST PORTION OF = 72,875 sq. ff. THE LOT PROJECTING INTO SOUTHOLD BAY (TO BULKHEADS & TIE LrNES) 1.675 ac. LOT AREA EXCLUDING THE BULKHEAD AREA AT THE NORTHWEST PORTION OF : 68,070 sq. ff. THE LOT PROJECTING iNTO SOUTHOLD BAY (TO BULKHEADS & TIE LINES) AND THE WETLAND PORTION OF THE LOT PROBOSED LOT COVERAGE: ~EA OF PROPOSED HOUSE, DECKS & POOL = 5,537 sq. ft. T~AL WETLAND ADJACENT AREA = 68,070 sq; fl. LOA COVERAGE OVER ADJACENT AREA = 7.84% 197.36' \ \ \ / CERTIFIED TO. CHICAGO TITLE MARY S. ZUPA INSURANCE COMPANY SEPTIC SYSTEM TIE MEASUF~ ~ HOUSE HOUSE CORNER [] CORNERE~ SEPTIC TANK OUTLET COVER 27' 25' LEACHIND POOL COVER 1 39' 29' LEACHING POOL COVER 2 39' 43' 74 '2 9 NOTES 1~ ELEVATIONS ARE REFERENCED TO N,A,V,D, 1988 DATUM, EXISTING ELEVATIONS ARE SHOWN THUS: EXISTING CONTOUR LINES ARE SHOWN THUS: 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 56105C0167 H ZONE AE' BASE FLOOD ELEVATIONS DETERMINED ZONE X*; AREAS OF 50D-YEAR FLOOD; AREAS OF 1~, ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD ZONE X: AREAS DETERMINED TO BE OUTSIDE THE gS~. FLOODPLAIN ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION), BASE FLOOD ELEVATIONS DETERMINED ROADWAYS PEr YOUNG & YOUNG MAP DATED JUNE 17, NAIL/SPIKE SET BY YOUNG & YOUNG JUNE 16, 2008 ,~ STAKE SET BY YOUNG & YOUNG JUNE 16, 2008 Z S 89"25'08" 21.65' E JUNE 6, 2007 REVISED TO SURVEY OF PROPERTY SITUA TED A T BAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-81-01-16.7 SCALE 1"=50' JANUARY 7, 2002 JANUARY 29, 2002 REVISED LOT AREA NOTATION FEBRUARY 14, 2002 REVISED DRIVEWAY LABELS MAY 15, 2002 LOCATED WETLANDS & ADDED TOPOGRAPHICAL SURVEY JUNE 1, 2002 ADDED SITE PLAN AUGUST 5, 2002 REVISED WETLANDS LINE, SITE PLAN & ADDED TEST HOLE No 2 AUGUST 26, 2002 ADDED PROPOSED SEPTIC SYSTEM JANUARY 2.3, 200.3 ADDED DRYWELLS & HAY BALES NOVEMBER 12, 200.3 REVISED PROPOSED HOUSE SHOW PROPOSED LOT LINE CHANGE AT BASIN ROAD & UPDATED SURVEY FOR LOCATIONS JULY 23, 2008 ADDED PRESCRIPTIVE EASEMENT OCFOBER 7, 2008 ADDED METES AND BOUNDS FOR PRESCRIPTIVE EASEMENT FEBRUARY 9, 2009 UPDATE SURVEY APRIL 15, 2009 ADDED PROP. CONVEYANCE AREA FEBRUARY 5, 2010 LOCATED NEW DOCK & PLANTINGS MARCH .31, 2010 REVISED SEPTIC SYSTEM AUGUST 2, 2010 ADDED DRAINAGE CALCULATION AUGUST 12, 2010 ADDED TRENCH DRAIN OCTOBER 1, 2010 REVISED PROPOSED HOUSE DECEMBER 2, 2010 SET FOUNDATION NAILS IN FOOTING DECEMBER 8, 2010 SET FOUNDATION LOCATION JUNE 5, 2011 FINAL SURVEY OCTOBER 25,.~2011. UPDATE FINAL SURVEY CERTIFIED TO: CHICAGO TITLE INSURANCE COMPANY MARY S. ZUPA LOT AREA INCLUDING THE BULKHEAD AREA AT THE NORTHWEST PORTION OF = 75,815 sq. ff. THE LOT PROJECTING INTO SOUTHOLD BAY (TO BULKHEADS & TIE LINES) 1.740 LOT AREA EXCLUDING THE BULKHEAD AREA AT THE NORTHWEST PORTION OF = 72,875 sq. fi. THE LOT PROJECTING INTO SOUTHOLD BAY (TO BULKHEADS & TIE LINES) 1.675 Qc. LOT AREA EXCLUDING THE BULKHEAD AREA AT THE NORTHWEST PORTION OF = 68,070 sq. fi. THE LOT PROJECTING INTO SOUTHOLD BAY (TO BULKHEADS & TIE LINES) AND THE WETLAND PORTION OF THE LOT OF NEW STRUCTURES s 7~.o9,4~,' SO UTNOLD (TOWN HARBOR) tPA Y FLAG N 88'45'16" E / / / 197.36' 272' 2 STORY FRAME HOUSE 8 8 SEPTIC SYSTEM TIE MEASUREMENTS ~ HOUSE HOUSE CORNER ~ CORNER[B~ SEPTIC TANK OUTLET COVER 27' 25' LEACHING POOL COVER 1 S9' 29' LEACHING POOL COVER 2 39' 43' NYS Lic No, 50467 Nathan Taft Corwin III Land Surveyor Successor To: StanLey J, Isoksen, Jr. LS, Joseph A, Ingegno LS, PHONE (651)727-2090 Fox (651)727-1727 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY I~A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED, B 12' 11'-9" FACE OF I 10' 5II 41'-11" 10'-6" I 10'-6" 68'-11" 10'-'11" 13' 13' 10'-11" I i I 3..27 13'-'11" ¢3 3~ L F 16 43'-10~" 13'-1½" 1'-9' .............. r I I / I~-b"l ................ -_- ..................... _-,_ __ ~- ............ 13'-11" FACE OF FDN WALL 20'-1" 14'-3" 10'-6" P-29 / 4,_4~ P}32 I I 11 5"~ ~ L. ~-21 43- 21'-2-" 2'-11" 3'- 11" 3'-11" 6'-2-~" 1'-9" 8'-1~" 12'-7" I ' 3' 'I r 13'-6" FACE )F FDN WALL 9'-11" 10'-4" 41'-11" FACE OF FDN WALL HOUSE PILES DECK 112 PILES TOTAL 160 PILES 10. TIMBER PILE - CONCR~- i~- GRADE BEAM NOYE. S ALL PILE SHALL BE PRESSURE TREATED TIMBER IN ACCORDANCE WITH A.W.P.A. C-1 FOUNDATION MARINE 1.0 CCA-C. PILES SHALL BE DRIVEN TO A MINIMUM RATED CAPACITY LISTED AS DETERMINED BY THE ENR FORMULA. BUILDING 15 TON DECK STRUCTURE 10 TON POOL 20 TON PILES SHALL HAVE A ( 10 ) INCH BUT~ DIAMETER, WITH A MINIMUM PENETRATION OF 15 FEET. THE PILE TIP SHALL REACH AN ELEVATION OF -10.0 MSL AS A MINIMUM. POOL PILING SHALL BE EMBEDDED A MINIMUM OF 15 FEET INTO VIRGIN SOIL AS MEASURED FROM GRADE OR BOTTOM OF POOL, WHICHEVER IS LOWER, WITH -10.0 MSL AS A MINIMUM. ALL PILE HANDLING, S~I I lNG, AND DRIVING SHALL CONFORM TO THE N.Y.S. DEPARTMENT OF TRANSPORTATION CODE REQUIREMENTS. DAMAGED PILES SHALL BE REPAIRED OR REMOVED AS PER INSTRUCTIONS OF THE RESlDENTARCHITECT. PILES SHALL BE D"RIVEN TO WITHIN 3 INCHES OF THE DESIGN LOCATIONS. PILES OUT OF TOLERANCE SHALL REQUIRE REMEDIAL ACTION AS PER THE RESIDENT ARCHITECT. NO CONCRETE SHALL BE PLACED UNTIL THE PiLE LOCATIONS HAVE BEEN APPROVED. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A MINIMUM STRENGTH OF 3000 PSI AT 28 DAYS. PORTLAND CEMENT SHALL CONFORM TO A.S.T.M. SPEC. C150. CONCRETE AGGREGATE SHALL CONFORM TO A.S~T.M. SPEC. C33, 3/4" MAX. SIZE. 6. STEEL REINFORCEMENT SHALL BE GRADE 60 CONFORMING TO ASTM A 615. WELDED WIRE FABRIC REINFORCEMENT SHALL BE COLD DRAWN CONFORMING TO ASTM A 185. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ACI CODE. LOCATION OF CONSTRUCTION JOINTS AND SPLICES FOR STEEL REINFORCEMENT SHALL BE APPROVED BY THE RESIDENT ARCHITECT MINIMUM SPLICE SHALL BE 40 BAR DIAMETERS FOR ALL REBAR. LEGS OF REBAR ACCESSORIES SHALL BE PLASTIC TIPPED. ALL SNAPTIES AND WALL PENETRATIONS SHALL BE CLEANED AND GROUT REPAIRED TO PRECLUDE CORROSION. LOCATION OF PILE FOUNDATION IS NOT THE RESPONSIBILITY OF THE DESIGN ENGINEER. ALL SETBACK LINES AND PILE LOCATIONS TO BE LOCATED AND STAKED BY OTHERS PRIOR TO CONSTRUCTION. Z:\C cram on\Note s\S hortFo rm\PiieGra debeam.doc J ~ ~Z O ~ ~ - D~ BY: KM DATE: SHEET OF 8 SHEETS 41'-11" FACE OF FDN WALL 8" x 8" CML~ 9'-1" PEDESTAL w/ 4- #~ REBAR GROUT SOLID T.O.W, TOP OF STEM WALL ELEV. 9'-11~'' TOP OF LEDGE 6'-1" ~ 3'-11" T,O.W ., T.O.W ELEV. 11'4 ~LEV. 11'-~ L-- 10 -2~ FACE 0 TOP OF WALL ELEV. 16'-10 ~" STEP FTG. 24" x 24" GRADE BEAM 4" LEDGE FOR STONE VENEER / i / STEP FTG. 3' TOP OF FTG. I DETAIL A TOP OF FTG. ELEV. 7'-8" BO3-F. OF WINDOW ELEV. 9'-11~" 13'-8" *TOP OF SLAB ELEV. 8'-1 ~2" TOP OF FTG. ELEV. 7','-5 Y2" 1'-4" GARAGE .,,~_S LOP E SLAB 68'-11" TOP OF FTG. - _~_~.- 17 26'-11" TOP OF WALL ELEV. 16'-10 ~" T,qP C)F FTG ELEV. 9'-0" WALL ELEV. 16'-10 Y2" 1 I I J TOP OF FTG ELEV. 7'-5Y2" I *TOP OF SLAB ELEV. 8'-6" L TOP OF FTG TOP OF FTG. - ELEV 7~'-5 ~" '~-" \ ELEV'~8"2'~ · \ STEP FTG. ........ _~. ,, ~~ ...... -- - --'~N~ --- g__g--I -- ' 24" ~ ELEV. 14'-8" ELEV. 14'-8" STONE 3'7~"- -x 4'-2~" BASEMENT 11-7~4 TOP OF PEDESTAL ELEV. 16'-11" 1 I 3' 7'-10" 21' NFILL 2 x 6 STUD WALL wi %" FIRE RATED SHEETROCK *TOP OF 4" SLAB ELEV. 9'-0" IIII BOTT. OF WINDOW ELEV. 15'-2" ELEV. 16'-10 Y2" TOP OF FTG. TOP OF FTG. '" ELEV.8-2 ELEV. 9'-0" 10"_ STEP FTG. T ~ - 1 EDGE OF FTG STEP FTG. 1'-2" l1- 10" P OF WALL ELEV. 15'-8" TOP OF FTG. ELEV. 9'-0" ELEV, 16'-110 ELEV. 17'-3" 13'-10" 21'-1" ~-!~!!F WINDOW ELEV. 15'-8" 68'-11" -FACE OF FDN WALL 41'-11" FACE OF FDN WALL FOUNDATION PLAN SCALE: ,]/4" = 1'-0" >- Z UJ LU Q <(m~- Z <goz D O D~WN BY: KM }ATE: 08.26.10 SCALE: AS NOTED SHEET OF 3 SHEETS TOP OF SUBFLOOR ELEV, 18'~. Y4'' ~TYPICAL FOUNDATION SECTION T ~-- 3000 PS~ CONCRETE PLAN VIEW FINISHED FLOOR ~4 REBAR ~ 12" TOP & BOTTOM ~ · -#5 RESAR @ 16" O.C EXTEND INTO FIREPLACE 24" SPLICE (TYP) . #4 REBAR PERIMETER LE~V ~EIGHT Of CONC. PAD AS OF PAD (TYP) ~ 1§" O,C .[ PERIMETER 0" DIA TIMBER PILE (TYP) ~ SECTION THRU FIREPLACE QGARAGE FOUNDATION ('~ DOOR Q FOUNDATION ,SECTION (~ INTERIOR BRACE TOP VIEW STEEL COLUMN WI Y2 X 6 X 10Il STEEL BASE PLATE [TYP.) 3'ICLR~ ISTEELCOLUMN(TYP) 3"REINFORCED 4-~6REBAR EQUALLY SPACED 4-t/6RERAR SECTION B PILE (TYP) SECTION B1 Q GRADE BEA~/COLUMN DETAIL ' 24" MINIMUM STEPPED FOOTING DETAIL STRUCTURAL- GB~/ERAL NOTES a. GENERAL I RE~_EVA NT NOTES ON THIS AND OTHER STRUCTURAL DRAWINGS ARE APPLICABLE TO ALL STRUCTURAL DRAWINGS, SEE SPB~IFICATIONS FOR ADDITIONAL RB~UIRES1ENTS ALL WOR~ TO CONFOI~vl TO OR EXCEB3 REQUIREMB~ITS OF LOCAL BUILDING CODI33 AND OTHER GOVEERING AGI3~CIES CONTRACTOR SHALL INVESTIGATE AND VERIFY EXISTING CONDITIONS AND SHALL BRING ANY DISCRE~ANCIB3 OR SPECIAL CONDITIONS THAT WILL AFFECT WORK TO THE A~FENTION OFTHE ENGINEER AS SOON AS POSSIBLE. ShOP DRAWINGS SHALL BE SUBMITTE~ FOR REVIEW AND ACCEPTANCE BY ENGINEER BEFORE FABRICATION AND INSTALLATION OFANY WORK. CONTRACTORS MUST COORDINATE DETAILING AND LOCATION OF PENETRATIONS, INSISTS, ANCHORS, ETC, OF ALL TRADES AND MUST PROVIDE AND INSTALL ANCHOI~S, INSERTS, RANGERS, ETC., AS RE~UIRI3~ BY VA RIOUS TRADES NOT ALL SUCH APE SHOV~I ON PLA NS ANY INCONSISTENCIES IN DIMENSIONS ON PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR PESOLUTION ALL FRAMING AND WALLS SHOULD BE ADEQUATRY BRACED DURING CONSTRUCTION AGAINST MOVEM EST IN ANY DIRECTION AT ANY LEVEL UNTIL LATERAL SUPPORT IS PRDVIDE) BY OTHER REQUIRED CONETBUCTION. EL FOUNDATIONS 1. FOUNDATIONS SHALL BEAR ON UNDISTURSED NATURAL GRANULAR MATERIAL OF 2.0 TSF MINIMUM BEARING CAPACITY, WHERE INDICATED, FOOTING MAY BEAR ON GRANULAR BACKFILL MACHINE-COMPACTED IN LAYERS OF 12 INCHES TO A MINIMUM OF 95% MAXIMUM DB~SITY pEN ASTM D1 557, AFTER EXCAVATING TO APPROPRIATE LEVELS, EROVIDI3 ENGINEER WITH AMPLE TIME TO REVIEW EXCAVATE]3 CONDITIONS BEFORE PLACING FOUNDATIONS. 2 CELLAR SLAB SHALL BE PLACER ON 3" SAND Rll OVER 6 MIL LAPPED AND TAPFO POLYETHYLENE VAPOR BARRIER. B AFTER FORMS ARE REMOVED, PROVIDE INSULATED TARPS TO HOLD HEAT AND PROTECT FROM WIND FOR A PERIOD OF 14 DAYS AFTER 13. 14. ALL REINFORCEMENT SHALL BE TIED IN PLACE BEFORE CONCRETE IS POURED, ALL REINFORCEMENT AND FABRIC FOR CONCRETE POURED ON GROUND SHALL BE SUPPORTED ON PRECAST BRICKS OR APPROVED CHAIRS. ALL REINFORCING BARS SHALL BE CONTINUOUS EXCEPT AS NOTED, LAPPED PER ACI 318, CLASS "C", WITH 40 DIAMETERS MINIMUM, BENT AROUND CORNERS AND HOOKED AT NON- CONTINUOUS ENDS FOR FRAMED SLABS, LAP TOP BARS AT MID SPAN BETWEEN SUPPORTS AND BO~FOM EARS AT SUPPORTS, REVERSE FOR FOUNDATION MATS. STAGGER SPLICES AND OFFSET SPLICES OF BARS AT OPPOSITE FACES. ALL SLAB-ON-GRADE THICKNESSES SHOWN ABE MINIMUM THICKNESSES TO BE USED. INCR EASE AS REQUIRED FOR DRAJNAGE PITCH. EXCEPT AB NOTED, ALL POUR STOPS SHALL BE TREATED AS CONSTRUCTION JOINTS AND SHALL HAVE KEYS AND CONTINUOUS REEAR WALL SECTIONS SHALL SE PLACED ALTERNATIVELY OR WITH A MINIMUM OF 24 HOURS BETWEEN ADJACENT POURS. FOR CONCRETE WALLS ABOVE GRADE, VERTICAL CONSTRUCTION JOINTS SHALL BE LOCATED AT MAXIMUM SPACING OF 40 fl, AT LEAST 4 PT. FROM ANY SUPPORTING OR INTERSECTING WALL OR BU~FRESS, OR ANY WALL OPENING. HORIZONTAL CONSTRUCTION JOINTS W1LL NOT BE PERMITTED EXCEPT WHERE NOTED ON PLANS OR SHOWN AND ACCEPTED ON SHOP DRAWINGS o ~ r,.) = ¢ 0 ~ ~ O w oO O ~W~ CY: KM DAT[: 08.27A0 SCALE: AS NOTED SHEET OF 3 SHEETS Z 3 ?2.09,4?" LOT AREA INCLUDING THE LOT PROJECTING LOT AREA EXCLUDING THE THE LOT PROJECTING LOT AREA EXCLUDING THE THE LOT PROJECTING AND THE WETLAND THE BULKHEAD AREA AT THE NORTHWEST PORTION OF = 75,815 sq. ff, INTO SOUTHOLD BAY (TO BULKHEADS & TIE LINES) 1.740 ac. BULKHEAD AREA AT THE NORTHWEST PORTION OF = 72,875 sq, ff. INTO SOUTHOLD BAY (TO BULKHEADS & TIE LINES) 1.675 ac. BULKHEAD AREA AT THE NORTHWEST PORTION OF = 68,070 sq. fl. INTO SOUTHOLD BAY (TO BULKHEADS & TIE LINES) PORTION OF THE LOT m / / / / / / 75'-0" 7.4 a2 xi.2 SO UTHOLD HA Y PRESCRIPTIVff EASEMENT ORDER DATF~ OCTOBER z NOTES: 1, ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM. EX[STING ELEVATIONS ARE SHOWN THUS: EXISTING CONTOUR LINES ARE SHOWN THUS: -- - T,B. - TOP OF BULKHEAD 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103C0167 G ZONE AE: CASE FLOOD ELEVATIONS DETERMINED ZONE X*: AREAS OF 500-YEAR FLOOD; AREAS OF IO0-YEAR FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM IO0-YEAR FLOOD. ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS, 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP 4. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE ~S 300 sq ff SIDEWALL AREA. 2 POOLS; 6' DEEP, 8' die. ~,~PROPOSED eXPANSION POOl O PROPOSED LEACHING POOL ~ PROPOSED SEPTIC TANK 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 6. THE STAKED HAY BALES & SILT RETENTION FENCE SHALL BE PLACED BEFORE THE START OF ANY CONSTRUCTION. 88"45'16"' E (TOWN HARBOR) NEW C-LOC BULKHEAD AWARDED 27, 2004 ZONE AE (EL.8) ZONE X* BY 197.36' &B.3.5 j"K ' T,B. 7:I / .~j-' .~.' 0 / PrPEFOUND .-~'ALES I / & SIL o TIE WALL BULKHEAD ' / / ,j / PooLDRYWELLBAcKWAsHFOR 8.~ ///// /, lZ, O~ ,~6...//' POOL EQUIP. iI ~ 60'-0" ~ ~ ~ X x .. ~D SURVEY OF SITUATED AT DAUB- TOWN sou OZD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-81-01-16.7 JANUARY 7, 2002 JANUARY 29, 2002 REVISED LOT AREA NOTATION FEBRUARY 14, 2002 REVISED DRIVEWAY LABELS MAY 15, 2002 LOCATED WETLANDS & ADDED TOPOGRAPHICAL SURVEY JUNE 1, 2002 ADDED SITE PLAN 765-1802 8 AM TO 4 PM FOR r~. FOLLOWING INSPECTIONS 1. FOUNDATION - TVVO REQUIRED FOR POURED CONCRETE 2 ROUGH-FRAMING, PLUMBING, STRAPPING, ELECTRICAL & CAULKtN,: 3 INSULATION & FINAL-CONSTRUCTION&ELECTRICAL MUST BE COMPLETE FOR C 0 ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NS W YORK STATE NOT RESPONSIBLE FOR DESIGN OR CONS~UCTION ERROR& AUGUST 5, 2002 REVISED WETLANDS LINE, SITE PLAN & ADDED TEST HOLE N~RE2, A~N STORM WATER RUNOFF AUGUST 26, 2002 ADDED PROPOSED SEPTIC SYSTEM PURSUANT TO CHAPTER 236 JANUARY 23, 200~ ADDED DRYWELLS & HAY BALES NOVEMBER 12, 2003 REVISED PROPOSED HOUSE OF THE TOWN CODE. JUNE 6, 2007 REVISED TO SHOW PROPOSED LOT LINE CHANGE AT BASIN ROAD & UPDATED SURVEY FOR LOCATIONS OF NEW STRUCTURES JULY 23, 2008 ADDED PRESCRIPTIVE EASEMENT OCTOBER 7, 2008 ADDED METES AND BOUNDS FOR PRESCRIPTIVE EASEMENT~LuMBERCERTIFICATION FEBRUARY 9, 2009 UPDATE SURVEY ONLEAD CON?~ENTBEFORE APRIL 15, 2009 ADDED PROP, CONVEYANCE AREA CERTIFICATEOFOCCUPANC' 2943 SQ.FT. 835 SQ.FT. 56 SQ.FT. 1932 SQ.FT. 609 SQ.FT. DO NOT PROCEED ~ITH FRAMING tjr4TIL SURVEY OF FOU"'IF'/'~ !r r'r'~ LOGV'ION HAS ~EL[; ~-,?PROVED. S UARE FOOTAGE 1ST FLOOR LIVING SPACE: DECK: FRONT ENTRY PORCH: 2ND FLOOR LIVING SPACE: GARAGE: TOTAL 1ST & 2ND FLOOR LIVING SPACE: SOLDER USED IN WA TER PLU[~r~I I'( G SUPPLY S.YS TEM CANNOT Tr~N? BEFO~ (;ovaRIN~lUNDERWRITERS CERTIFICATE - flE&UlflD D NGS BY S.L. S ASSOC TES CONSULTING ENGINEERS DWG # S-1 S-2 :DRAWING TITLE PILE PLAN ; FOUNDATION PLAN DRAWING CONTENT pILE PLAN & NOTES FOUNDATION PLtN S-3 FNDN SECTIONS FOUNDATION SECTIONS & NOTES 4875 SQ.FT. ASPHALT 4631.27, ARCHITECTURAL DRAWINGS DWG # DRAWING TITLE DRAWING CONTENT Sl~ -1 SITE PLAN TABLE OF CONTENTS - SO~UARE FOOTAGE D - 01 DETAILS GENERAL NOTES HIGH WIND STILkPPIN G DETAILS D - 02 DETAILS TIE DO¥/N DETAILS - NAILING SCHEDULE D-03 DETAI~S NAII~NG SCHEDULE - DETAILS A-1 FOUNDATION PLAN FOUNDATION/BASEMENT FLOOR pLAN A- 2 ?IRST FLOOR PLAN FIRST FLOOR PLAN A-~ iECOND FLOOR PLAN SECOND FLOOR PLAN A-z~ ~OOF FLOOR PLAN ROOF FLOOR PLAN i-4.5 IOOF FRAMING PLAN ROOF FRAMING PLAN A- 5 ELEVATIONS SOUTH & WEST ELEVATIONS A-6 ELgVATIONS NORTH & EAST ELEVATIONS A- 7 ~ECTIONS BUILDING SECTIONS A-8 5ECTIONS BUILDING SECTIONS SECTION - SAVE DETAILS A-9 ~EOTIONS- DETAILS INTERIOR DOOR SCHEDULE A-I 0 3/INDOW SCHEDULE WINDOW SCHEDULE & DOOR SCHEDULE A- 11 ~INISH SCHEDULE FINISH SGH]EDLFLE & INTERIOR TRIM DETAIL SEE SURVEY BY: NATHAN TAFT CORWIN III LAND SURVEYOR (631) 727-2090 INFORMATION FOR SITE PLAN TAKEN FROM SURVEY BY: NATHAN TAFT CORWIN III LAND SURVEYOR 322 ROANOKE AVENUE RIVERHEAD, NY 110901 (631) 72%2090 TOWN OF SOUTHOLD SCTM: 1000- 81-01 1~6.7' V1OLANDA FRANZESE ARCHITECT PROPOSED NEW ZUPA RESIDENCE 580 lk~SIN ROAD SOUTHOLD, NY BITE PLAN -NOTEB PROJECT MANAGER: VlOLAN~AFIL~N~gS~ DRAW. )RAWN BY: ~o 2HECKED BY: OF GENERAL NOTES GENERAL ALL ~,ORK TO CONFORM TO THE PJJLES AND RB~ULATIONB OF THE SOIL CONCRETE L SEE ENOINEER'5 DRAHIN05 (5-1, 5-2, 5~B) FOR CONCRETE NOTED. METALS I, ALL Sq;~UG~JRAL STEEL SHALL CONFORM TO ASTH A~D& AND AIBC 5PECIFICATIONE E~CT~ 5. INETALL A5 PE~ O~E~ DIRECTION ALL ~HRE~ ~ON~OLS, F~QVIDE AN EXHA!JBT PAN GONTROLLED PROM A LICHT S~ITGH AT ALL DATH~OH OUTSIDE AI~ GUTTERS & LF~ERS CONTRACTOR TO PROVIDE OUlq~RB ~ LEADER5 A5 REGUIRED, FIREPLACE & CHIMNEYS (A~ S HO~iN ON pLAN) ALL EIP*EPLADE5 ,~ CErMNE¥ A5 PER N¥5 CODES. STONE OR BRICK A5 SELECED BT OHNER. MANTLE AB 5ELECTED BY OI4NER. 2. MAINTAIN 2" MINIMUM OLEARANEE BETHEEN ALL ST~JCTUR. AL FRAMINO MEMOER5 AND FIREPLACE OR CHIMNEY MABONR¥. (AS PER N¥5 CODE) ROOF VENTING ALL ROOF AREAS TO DE ADEG~UATEL¥ VENTED TO GUARD A®AINST CONDENSATION BOILS-UP. 2, OONTRACTOR TO PROVIDE RIDGE VENTB HHERE REDO[RED. CONTRACTOR TO PROVIDE CONTINUOUS 50FF[T VENT5 AB PER PLANE. FRAMING I. ALL FRAMIND SHALL BE AS PER NYS BUILDING CODE. 2, ALL FRAMINS LUMBER 5HALL BE DBASE STAFFED DOUSLA5 FIR-LAP-OH INSULATION SANITARY DISPOSAL SYSTEM I. BANITAR¥ DISPOBAL B¥STEM 5HALL BE 5~IFPOLK OOUNIY DEPARTHENT OF HEALTH SERVICE5 AFPROVEO FOR DESISN AND INSTALLATION, GYP SLrM WALL BOARD & PAINTING SEE ENGINEER'S DRAWINGS (S-l, S-2, S-$) FORADDITIONAL NOTES DESIGN CRITERIA: DROUND SNOH LOAO~ 45 PBF, HIND 5PEED~ 120 MPH FIRST LE',/EL~ 40 PBF, L.L. SEISMIC DESIGN OATE~OR% LIViNS AREAS, 40 PBF, L L. I'~ATNERINS: SEVERE BEDROOMS. 30 PDF. L.L. FROST LINE DEPTH: DESKS, 40 PBP. L.L. TERMITE, MODERATE TO HEAVE'¢ DALCON¥: bO FSF. L.L. DECAY~ SLISHT HINTER DEDI6N TEMP~ I[ ICE BHIELD UNDERLAYHENT, YES REFERENCE STANDARD FOR THE DESIGN OF THE STRU CTLrKE: ASPHALT ROOF SPIINGLES TABLE 1&O~.l.4 FASTENER SPAGINS (INCHES) FA6TDN~R TYPE PANEL 2 FEET-~ 4 FEET< 6 FEET< 5PAN PANEL PANEL PANEL ~2 FEET 5PAN 5PAN SPAN FOR SUI INCH = 25.4mm, I FOOT = S04,8mm I POUND = 0.454 kg, I MILE PER HOUR = 0.44m/s THIS TABLE 15 BASED ON MAXIMUM NIND 5PEEP (~-SEE.,OND SE@T) OF lDO m~nh AND MEAN ROOF HEIGHT OD ~D FEET OR LEDS. FASTEneD 5HALL ~ INSTALLED AT OPPOS~N5 END5 OF THE ~ooP DTRUG~AL PANEL. GENERAL NOTES CONT. STAIRS NEWEL, HANDP-~ILr ~ALLUSTER, TREADS, ~4TEP, ZOR DOORS ~fINDOWS MOULDINGS FLOORING HA~rI'ABLE SPAGE RAFTER TO RIDGE INSTALL @ ALL ROOF RAFTERS T@PICAL LCOOD.25-D.5 INSTALLATION GONNEOTIN@ A DPL¥ LVL AND A DIAMETER STEEL OOLU~N GIRDER CONNECTION TO PIPE COLUMNf'~ INSTALL @ EACH COLUMN 7- IOd NAIL5 THIS ENE~~ DB" OUT LEN®TH SIMPSON 05 5TRAP AT EAE, H 5TdO AND RIM JOIST T@PIOAL C,S 20-R 20 ~A®E iNSTALLATION AS A FLOOR TIE CONNECTION - PP~2VIDE (I) TO BOTTOM PLATE SONNEOTION .%' · ' II USE LBP5 5/B" BEARIN® PLATES AT EAC, H (2; WALL STRAP DETAklL INSTALL @ 32" D.C. STUD TO SILL PLATE INSTALL 0 32" O.C. FLOOR JOIST BRIDGING INSTAl,I, CROSS BRIDGING @ 8'-0" D.C. MIN. SCTM: 1000- 81- 01- 16.7 TOWN OF SOUTHOLD ~.EVISION~ 51MPDON 5TRON®-TIE HI5 HURRICANE CLIP EACH RAFTER PROPOSED NEW ZUPA RESIDENCE 580 BASIN ROAD SOUTHOLD, NY VIOLANDA FRANZESE ARCHITECT GENERAL NOTES - DETAILS DRAWN BY: VIO CHECKED BY: ~CALE: AS NOTED SSUED DATE: 09-24-2010 DRAW. D-1 OF I/2" EkgLT5 / FLITCH PLATE BOLTING PATTERN NT$ 2'-0" MAX. 51MPSON HI5 HUR~.ICANE (.LIP TYPICAL @ ALL RAFTERS SEE DETAIL0 CANTILEVER OVER FIRST FLOOR NTS 51MPSON kiALL PLOOP-..JOISTS 2- g~d COMI'40N NAILS TO 5ILL 2'-0" MAX. kl/5 - ¢d COMMON FLOOF! JOISTO A5 PER PLANS~ SECTION FLOOR JOISTS AS PER PLANS ELEVATION CAN'TILEVER OVER FOUNDATION NTS TO E~STIi~PROVED IIANIT~¥ ~I'EM ROOF .... 1 .... -r- ........ ._ C,0, Fg!, 2Nfl) FLR, I I C,O, PLUMBING SCHEMATIC NTS HOLD DOWN & SHEAR CONNECTION CRITICAL PATH DIAGRAM NOTE~ o: 4'-0" IN ALL CASES L ........ J 1ok0<_4¢ PROVIDE bd NAIL5 ¢ 4" O,& AT PERIHETER INTERIOR PORTION5 OF PANEL5 IN HId~H PRESSORE ZONE5 PROVIDE bd COHHON NAIL5 ¢ 4" 0,0, AT HION PRE55JRE ZONE - 6' 0,0. AT ALL OTteR PORTION5 OF POOP 1TPIOAL COMPONENT AND CLADDING PRESSURE ZONES EACH RAFTER SCTM: 1000- 81- 01- 16.7 TOWN OF SOUTHOLD ~,TtE t~EVISlON5 ~ PROPOSED NEW ZUPA RESIDENCE 580 BASIN ROAD SOUTHOLD, NY Q~ DETAILS VIOLANDA FRANZESEARCHiTECT CHECKED BY: }i2 21'-0" 26'-1I" 21'-0" KEY ~" STONE o16" COVERED TERRACE , L ---- J I W-Il½" BASEMENT d d DN STEP FOOTSNO AS PER S,L, OPE SLAB <4 TO O,H. DOOR GARAGE d STEEL COLUMN ABOVE tALL W/§/8" FIP. E RATED SHEETROCK "C" L6BEL DOOR & FRAME W/SELF-CLOSER 1 BREACHING FOR F tPP. NACE 6 UP STEP FOOTING V FOUNDATION/BASEMENT FLOOR PLAN SCAI,E. 1/~" = 1'-0" [ (TYPIOAL) NOTES: 1. DOUBLE JOISTS UND ER ALL PARA T ,I ,EL PARq3TIONS 2, INSTALL SOLID BLOCKING IN FLOOR JOISTS 8'~ 0" O.C. SEE ENGINEER'S DRAWINGS: S-l, S-2, S-3 FOR PILE PLAN, FOUNDATION PLAN & FOUNDATION DETAILS TOWN OF SOUTHOLD SCTM: 1000- 81- 01- 16.7 KEV, DATE I~SIONS ~ i--2~--"~~ ) PROPOSED NEIAr ' ZUPA RESIDENCE 580 BASIN ROAD SOUTHOLD, NY ~~' FOUNDATION/BABEMENT FLOOR PLA}, PROJECT MANAGER: VlOLANOARIANZ~S£ DRAW. ~ DRAWN BY: rio A 12'-0" DECK ON DORMER ABOVE DN (3) 1~/4" 118" LVL ]-IDR (S) "FLUSH HDR KITCHEN COLUMN , MUb ', { ROOM------- PNTRY CL. LAUNDRY DINING ~ I ROOM STONE A~ 27'-1021" (2) 1-3/$" X 11-7/8" CLOAX HALL (2) 1=3/4;' X 11-7/8" {LVL' S ( LINE ENTRY/STAIR HALL (16) R UP (3) 1-$/4~" X 91-1/2" LVL HDE FRON~ PORCH ' I IVfAST~R BEDROOM VEST, BATH #2 AS PER OWNER , BATH #1l PA~LOR OFFICE ~ FsIc R ,, ,L.,2OR PLaN KEY NOTES: TOWN OF SOUTHOLD E~?VISIONS SCTM: 1000- 81- 01- 16.7 VIOLANDA FILa3qZE SE ARCHITECT TEL: 631,286-6834 PROPOSED NEW ZUPA RESIDENCE 580 BASIN ROAD SOUTHOLD, NY FIRST FLOOR PLAN PROJECT MANAGER: DRAWN BY: VIO m 2 CHECKED BY: SCALE: AS NOTED ISSUED DA"rE: 09-24-2010 OF (3)1-3/4"] OFFICE 2X10 CJ'S ~ 16" 0 20,-6½. , 11, 7 -s~ l BAT~ #4 OPEN TO FAMILY _ROOM BELOW J GL, L/BEARy (16) R ~ 7-5/8" DN IT-Il" OPEN TO ENTRY FOYER ] I BELOW (3) 1-3t6" ~ 9-1/W' LVL PLDl BEDROOM BEDROOM BATH KEY INSTALL SMOKE DETECTORS $O AS TO COMPLY ~ITH NY~ UNIFOKM FIP. E AND PREVENT[ON AND BUILDING CODES. PROVIDE C~d~B ON MONDe/DE DETEGTORS AS PER NYS GODE SEE DRAW]NG D- I, D- 2, D-3 FOR GENEKAL NOTES, HIGH WIND NOTES: L ALL DOUBLE-W/DE AND TRIPLE WIDE WINDOW UNITS TO IX6 SUPPORT MULLION BETWEEN UNITS. 2. (3) 2X8 MINIMUM HEADER UNLESS OTHERWISE NOTED SEE FR-1 ROOF FRAMING PLAN FOR STRUCTURE 68'-11" IT-fi½" TOWN OF SOUTHOLD KEVISIONS SCTM: 1000- 81- 01- 16.7 SECOND FLOOR PLAN SCALE: 114" = 1'-0' VIOLANDA FKANZESE ARCItITECT TEL: 631. 286-6834 PROPOSED NEON ZUPA RESIDENCE 580 BASIN ROAD SOUTHOLD, NY SECOND FLOOR PLAN PROJECT MANAGER: V~OLANDAFRANZ~SE DRAW. DRAWN BY: CHECKED BY: t.3 OF ~ g , , ~ ,~, , ,, ',',';, ' N~ ' ",,: , ,// , , , ,.~ ,,' ,, , ,, .............................. , ............... ~' ,I - DOWNSPOUT NOTES -PROVIDE FLASHING AT ALL ROOF HIPS~ VALLEYS. CHIMNEYS AND THRU-ROOF PENETILkTION$, -PITCH GUTTERS TOW3~RD DOWNSPOUTS. IMUST CONFORM TO ~LL FIKE PROTECTION, STATE AND LOC&L CODES1 SEE FR-1 ROOF FRAMING PLAN FOR STRUCTURE TOWN OF SOUTHOLD REX/ISIONS ROOF FLOOR PLAN SCALE: I/M' = 1'=0' VIOLANDA FKANZESE ARCHii~CT TEL: 631. 286-6834 PROPOSED NEW ZUPA RESIDENCE 580 BASIN ROAD SOUTHOLD, NY ROOF FLOOR PLAN PROJECT MANAGER: VIOI~AFRANZ~SE DRAW. DRAWN BY: ~'io A CHECKED BY: SCALE: AS NOTED 26,-11. -(a~ R HDR 2Xl~ RR'S ~ 16" O.C..~ MULLION 2X12RR'S (3; L 2X121tL~'S e 16" O.C. I 2x12 RR'S (3) 2X12 RR'S o 2 X 12 RR'S 21(10 CJ'S e 16" 0,0, , 1-3/4" X 9-1/2" LVL HDR NOTES SEE DRAWING D-1, D-2, D-3 FOR GENERAL NOTES, HIGH WIND STRA?PING DETAILS, TI~ DOWN DETAILS & NAILING S(IHEDULE 27'-10~' 68,-11, 27'q07' TOWN OF SOUTHOLD REVISIONS SCTM: 1000- 81- 01- 16.7 ROOF FRAMING PLAN VIOLANTDA FILa. NZE SE ARCHITECT PROPOSED NEW ZUPA RESIDENCE 580 BASIN ROAD SOUTHOLD, NY ROOF FRAMING FLOOR PlAN PROJECT MANAGER: ~O[~NDAFRANZ~SE DRAW. DRAWN BY: VIO CHECKED BY: ISSUED DATE: 9-24-2010 OF A~G HITEGTUI~L ASPHALT ROOF SHINGLES ~ BTM ~F FLO;,O_RJoIsTS ~ GOPPER OD 1 I~RS & I ToP OF FNDN WALL PER ............... 4~ 12 ..................... T-- ~£. +~:f ...... [ $7'-5" I 0'-0" ]~or or S~/FOOTmO ~ ~ k?.~-.-6,~-- ......... ,y ~,, ELEVATION 0'-0" TAKEN FRO)/SURVEY O1~ PROrE~TY LINE OF ROOF BEYOND Top OF SUBFLOOR ~ +19'-6" E~. i~_~,r .......... ~-~, ~.27~_-~ R/8--,r ......... ~ ............ { { / { { ......... ~ _ -- ToP or SLMS/FOOTINO M 'f - - ~E.'9,~ ........ ~ 0'-0" ......... ~___ BT~orFoo~No M -2'-0" T - - ~C.?L~; ........ . SOUTH ELEVATION SGA~E: 1/zF' = 1' O" ELEVATION 0'-0" TAKEN FROM SURVEY OF PROPERTY NOTES ~ T.o. SuBrLOO~ EL 417,0~ TOWN OF SOUTHOLD SCTM: REVISIONS 1000- 81- 01- 16.7 EL +15.0' SL +16.0' EAST EL,EVATION ~ EL. 16'- 101/2" t ' -~ J PROPOSED NEW ZUPA RESIDENCE 580 BASIN ROAD SOUTHOLD, NY SOUTH & EAST ELEVATIONS PROJECT MANAGER: W0I~NDAIW, N~SE DRAW, ~ GABLE ~ ~ ~==~ ~, C-ABLE ~ GABLE +'"' ~ To~ o~ SUS~LOOa ~ xx ~ -. ~'~ ~ To~ oF SUBFLOOR ~ B~ oF FLOOaJOISTS ~ % ~ ~ ~ B~ oF F~OaJOmTS __. _ .. - - - NORTH ELEVATION +27'-1" ~-~ ~ ~ ~ ~, ( ~ t ~ ' t ~ ............ +27'-1' " - ~ ~ JUUL JUL JUB~ " , , ,- 3nnr aC ~C -' anm 3~C amc , +19'-6' --~-~ .......... ~ x ~ ~ ~' ,", ~-~ .......... ~-'~; ~ +19'-6" j FINISHEDG~DgTOSLOPEAWAY I qi20~ I qla? J IIII ql22~ [ ~~1 I Jl i1[~2 --_ 2~ -- L__ PRO~DEF~SHINGATALLROOFHIPS, VA~YS. CHIMNEYS FRO~ FOUND*TION W~S ~ ~ ~ ~NN I ~-- --- ---- A~D TH~U-UOOF PENET~OHS. TO~ 0F SOU~OLD SC~: 1000- 81- 01- 16.7 ~ ~ ~ ~ ~.~-o <,~o~~~) ZUPA~SIDENCE NORTH &~ST ELEVATION . , ,, , To~ o~ FOOT,NO ~ I I 3 r ............ X~ / -- To~ o~ ~ J L .......... 1~7{.~ -- .................... = ............................................. ' /~' ~ t '~' t '~' ' 't rrd ',' ' / '- ~ I-I ~ - , ./ ,- ~r, JULJL JUL JIIB-L, ,,, -, ,_,- _ ,_ ,,' ,,,, '' '- 371717 37 TFF -' TF1F 371[- 31TF , ,'' ,_,- ® 59 ® ,", ~ ® 55 55 ~JUUL JUL_ _q~F3BF-3BBF [ 37'-5" (1) 1-S/d," X Id'" LVL RIDGE- (a) 2m2 (s) 1-s/d," x 54/2. L HDR TYPICAL WALL CONSTRUCTION +19"6" I E£.-~S'~ ~'~ ........... ',,, TOP OF SUEFLOOR ~ §/8' GYPSUM BOARD INTEPJOR FINISH ~BTM OF FLOOR JOISTS ~ iL +--~f':s s~i'r ........ T .............................. Tm INTO ROOF T?? OF_F_NDN_ _W~__ ~ EL. 16'- 101/2" 2X10 P/W DECK JOISTS o 16" O.C. §/SX6V CO'v~D EL. 9'- 1 EXISTING G~I)E +9'-0" ELEVATION 0%0" EL. SS'- 115/8" ~ F~, ii ~ i?d,v- ........ '~ ....... -*- ' ToP OF t ~ I I ~' II I~ II 'i POST UP TO RIDG OFFIGE KITCHEN -(l) 1-8/d,"X 1~" LVLmDGE ~(2) 2X12 FAMILY ROOM J/ BEDROOM ToP OF SLAB/FOOTING ' , , EJ~'-~"- ....... ~--; , ~ BTM OF FOOTING r~,l ,, I ,i' I, BASEMENT TOP OF StAB/FTG~ (s) BUILDING SECTION SCALE: 1/4" ~ 1'-0" (3: (S) 1-3/4" X 18" LVL FAMILY ROOM (3) 1-S/d," X 16" LVL HDR (2) 1-S/4" X 11-7/8" LVL'S (FLUSH) FULL HEIGI~ WALL TO ROOF BALGONY 11 7/8" I 1 560 SERIES o 16" O.Q. (2) 1-3/4" X 11~7/S' LVL'S (s) ENTRY HALL Top OF PLATE ' e DOmVrER E~. SS'- I0" f +26'-10" ] TOPOFPLATE __{ +21'-8" ] Id, TTi 560 SERIES e16 O.C. STEEL BEPaM Top OF SLAB/FTG EL. 9'- 0" PER I'TYS CODES BUILDING SECTION COPPER GUTTERS & LEADERS INSTAl T I*D AS PER MANUFAGTU~OR ~ T.o. SUBFLOOR ToP OF FNDN WALL _~_ TOF OF SUEFLOOa T ...... i£.~'2 ~'~--- [ +19'-6" I BTM FLOOR JOISTS TYPICAL FLOOR CONSTRUCTION T,o. SUBFLOOR TOP OF FNDN WALL FOUNDATION WALL CONSTRUCTION 10" ~OURED CONCRETE FOUNDATiON KEYED TO 25" X 2d," GONTINUOUS ~POURED GONGKETE ,, , I ' SEE ENGINEER'S DRAWINGS FOR FOUNDATION PLAN, PELE PLAN & DETAILS I!! TOF OF SI,AB/FOOTING BTM OF FOOTING EL, 7'- 0" SEE ENGINEER'S DRAWINGS - S-l, S-2, S-3 FOR FOUNDATION DETA/LS NOTES: 1. DOUBLE JOISTS UND ER ALL PARALLEL PAKTITIONS 2, INSTALL SOLID BLOCKING IN FLOOR JOISTS 8,.0,, O.G. S. INSTALL SOLID BLOCKING ~ MID SPAN ON ALL BEAKING WALLS d,. ALL DOUBLE-WIDE AND TRI~LE WIDE WINDOW UNITS TO HAVE 2X6 SUPPORT MULLION BETWEEN UNITS. 5. (3) 2X8 MINIMUM H~ER UNLESS OTHERWISE N(TCED TOWN OF SOUTHOLD SCTM: 1000- 81- 01~ 16.7 P~EV[SIONS V1OLANDA FKANZESE ARCHITECT TEL: 631. 286-6834 PROPOSED NEW ZUPA RESIDENCE 580 BASIN ROAD SOUTHOLD, NY BUILDING SECTIONS SCALE: AS NOTED ISSUED DATE: 09-24-2010 DRAW. A-7 OF TYPICAL ROOF CONSTRUCTION 3T-5' ARGH1TECTURAL ASPHALT ROOF SHINGLES 15# FELT PAPER 5/8" PLYWOOD 8HEATH]SqG ~Xl2 ROOF RAFteRS ~ 16" C.C. 2X10 CEILING JOISTS e t6" C.C. 37'-5" (3) 1-3/4" X 9-1/2' LVL HDR. LVL HDR DECK TOP OF RIDGE 37'-5" +28'-7" [ +27'-1" · IBEDROOM #2 Il 7/8" TJ1560 SEK1ES ~ 16" O.0, CONTINOOUS PARLOR '-'2L '-' j BTM OF CEILINOJOISTS~ ToP OF SLAB~ ._~_____To~_o_~ Sl~3m_o? __ j BTM OF FLOORJOI~TS +19'-6" [ ~,%%,_~r .......... T TYPICAL FLOOR CONSTRUCTION +19 -6 EL. i~,r .......... ~'~ BTM OF FLOO~JOISTS TYPICAL FLOOR CONSTRUCTION II BUILDING SECTION SCALE: 1/4" = I'-0" Top OF FNDN IArALL EL. 16'- 10 1/2" SLAB CONSTRUCTION Il I ~" POURED coNCRETEFOOTINO' ' ii I'l " ,I I' II II I ,, ,' YC~'~','~ ', ~J--~ 0'-0' i [+28'-7" (3) 1-3/~" X 5-1/2" JUWL J½½L UUUL [HH IHmHI½H I[, Top oF FNDN WALL EL. 16'- 10 1/2" FOUNDATION WALL CONSTRUCTION l0 POUKED ~ONCP. ETE FOUlkrOATiON [ EEYED TO 24" x 24" CONTINUOUS { ! ! SEE ENGINEER'S DEkWINGS FOR I I [ FOUNDATION PLkN. PILE PLAN & DETAILS Tot o~' SLAB/FOOT, NO ~ I I, PA~RLOR LINE OF FSGSTINO ~"/ GRADE BEYOND BUILDING SECTION Top OF FOO~NO EL. 8'- 2" BTM OF CEILING JOIST8 EL, 37'- 7 3/8" LVL HDR TOP OF SUBFLOOR EL. 18'- 4 1/4" TOP OF FNDN WALL EL. 16'- 10 1/2" LIBKARY LVL HDR ROOM ~j i HH=H HHH =TO N 2X10 P/I? DJ'S ~ 16" C.C. I I -1'-6 ½" ToP OF SLAB/FOOTING ToP OF FOOTING I I' EL 7'- 5 1/2" { ,I ToP oF Sit.in EL, 9'- 0" il ELEVATION 0%0" TAXON FROM SURVEY OF PROPERTY JL[LJL JLJLIL JLLJL 33FIF TIFF ]Fll3F DINING I-DmL Fwi)x RM GARAOg PROVIDE 5/8" TYPE "X" OYP.BD. ' '~' ' ' ~ , , ~ , ~ ToP O~ SLAB BUILDING SECTION SCALE: 1/4" - F-0" SEE ENGINEER'S DRAWINGS - S-l, S-2, S-M FOR FOUNDATION DETAILS TYPICAL WALL CONSTRUCTION 18 KED CEDAR PEKFECTION SHINGLES 6" EXPOSLrRE FRkMING AROUND FIREPLACE AND ALL FIKEPLACE MASONRY SHALL CONFORM TO NATIONAL FIRE PROTECTION A~SO OI&TION EL, 9'- 0" I II NOTES; 1. DOUBLE JOISTS UNDER ALL PA~RAI J ~L PARTITIONS 2, INSTALL SOLID BLOGKINO IN FLOOR JOISTS 8'-0" C.G. SOUTHOLD SCTM: 1000-81-01- 16.7 DATE REVISIONS , ZUPA RESIDENCE (" 1 ~,~ f~.~ 7 BUILDING SECTIONS VIOLANDA FRANZBSE CHECKED BY: INTERIOR DOOR SCHEDULE DOOR UNIT FINISHED DIM. FRAME THRES- HARDWAREE No. LOCATION MANUF. NUMBER TYPE rH'K WIDTH HEIGHT CONSTRUCT GORE FINISH TYPE HOLD TYPE NOTES TYPE ~ 108 CLOSET PANEL 1-3/g`" 2'-d`" 8'-0" WOOD WOOD WOOD WOOD Ag PER OWNER (~ 106 BAqTI #2 PANEL 1-3/g`" 2'-g`" 8'-0" WOOD WOOD WOOD WOOD Ag PER OWNER ~ 109 MASTER BDi~ PANEL 1-3/g`" 2'-8" 8'-0" WOOD WOOD WOOD WOOD A~ PER OWIqER ~) 202 CLOSET PANEL 1-3/d`" 2'-8" T-0" WOOD WOOD WOOD WOOD AS PER OWNER Q~ 205 BATH #3 PANEL 1-g/g`" 2'-0" 7'-0" WOOD WOOD WOOD WOOD AS PER OWNER ~) 203 BATH #2 PANEL l-g/g`" 2" 0" 7'-0" WOOD WOOD WOOD WOOD AS PER OWNER Q~ 20g` CLOSET PANEL 1-3/d`" 2'-S" 7'-0" WOOD WOOD WOOD WOOD Ag PER OWNER ~ 206 BEDROOM #I P~uNEL 1-2/d`" 2'-8" 7'-0" WOOD WOOD WOOD WOOD AS PER OI¥IqER (~ 208 BATH #g` PANEL l-g/g," 2'-8" 7'-0" WOOD WOOD WOOD WOOD AS PER OV~ER ~ 210 CLOSET PANEL l-3/g`" 3'-8" 7'-0" WOOD WOOD WOOD WOOD AS PER OWNER Q~) 211 CLOSET P~qEL 1-3/~" 2'~8" 7'-0" WOOD WOOD WOOD WOOD AS PER OWNER SOLID DROWN 518 X 6 WAINS OOTINO- 12 --1/T' GYPSUM BOARD (3) l-3/g`" X 5-1/2" LVUS G TYPICAL EAVE DETAIL @ DORMERS 'i£'~;7g --5'w- .............. T ................................ (1) 1-314" X lg`" LVL RIDGE TOP OF SUBFLOOR EL, lB'- g` L/g`'' ToP oF FNDN WAJ~L EL, 16'- 10 1/2" (2) 1-3/g`" X ld`' LV OPEN ARE& BELOW DECK (BEYOND) BATH #~ CL. MUD DINING ROOM ROOM CL. LINE OF FJUSTIN G GRADE BEYOND ~ToP OF SLAB EL. roP OF Sm PAIU_OR POgTUP TO RIDGE BDRM #1; BAT~#1 EL +15.0' ;I~ } TOP OF FOOTING TOP OF FOOTING EL. T- 5 1/2" EL. 8'- 2" G BUILDING SECTION ASPHAULT ROOF SI~NGLES PLYWOOD SHEkTHING 5_. ,!,, 14 (3) 1 =3/g`" X 11-' LVL HDR 37'-5" BTM OP CEILING JOISTS EL. 36'- 9 13/16" TOP OF PLATE 6 REEYO > E .gS'-i" r +27,_1,7-] ~ Top OF SUEPLOOR ,,/--T ...... %1~L-¢~--- I +19'-6"1 BTM oF FLOOR JOISTS ~ iI T,o. SUBPLOOR EL, I2'- d` l/g`" Top OF FNDN WALL EL, 16'- l0 1/2" I I' (~ TYPICAL EAVE DETAIL SCA[E: I-I/2" = 1' 0" SEE ENGINEER'S DRAWINGS - S-l, S-2, S-3 FOR FOUNDATION DETAILS FRAMING AROUND FIREPLkDE AND ALL FIREPLACE MASONRY SHALL GONFOP. M TO NATIONAL FIRE PROTECTION AS gO CiaJFION MUST OONFOIAM TO ALL FFP. E PROTECTION, STATE ~kND LOCAL CODES NOTES: 1. DOUBLE JOISTS UNDER ALL P~I 1 ~L pARTITIONS 2. INSTALL SOLID BLOCKING IN FLOOR JO1STE S'-0" O,0. 2. INSTALL SOLID BLOCKING ~ MID SpAN ON ALL BEAJtlNO WALLS d`. ALL DOUBLE-WIDE AND TRIPLE WIDE WINDOW UNITS TO EL&VE 2X6 SUPPORT MULLION BETWEEN UNiTS. TOWN OF SOUTHOLD SCTM: 1000-81-01-16.7 I[EVISIONS I, I,l I TOP Or SL&B/FOOTIND r 0'-0" I !I- i!'~-' E~.g'-O" [ I ..... -~-?r: ~ ELEVATION 0'-0" TAKEN FROM SURVEY OF PROPER~ VIOL~DA ~ZESE PROPOSED NEW ZUPA RESIDENCE 580 BASIN ROAD SOUTHOLD, ~Y BUILDING SECTIONS - DETAILS DOOR SCHEDULE PROJECT MANAGER.' VIOLAh~AFIIA~ZESE CRAW. DRAWN BY: YIO m 9 CHECKED ~ m ISSUED DATE: 09-:~-2010 OV WINDOW & EXTERIOR DOOR SCHEDULE WIN. ROUGH OPENING LITE No. LOCATION TYPE MANUFACTURER UNIT NUMBER STYLE WIDTH HEIGHT CUT NOTES HARDWARE TYPE ~ TRANSOM S'- 61/8" 1'- 7 ?/S" ~W 1H M~STER ANDERSEN WINDOW & EXTERIOR DOOR SCHEDULE WIN. ROUGH OPENING LITE No. LOCATiON FYPE MANLrFACTLrRER UNIT NUMBER STYLE WIDTH HEIGHT CUT NOTES HARDWARE TYPI <~5 206 BEDROOM *2 ANDERSEN TW~{4~IO DOUBLE-HUNG S'-6 1/S' 5'-0 7/8" 4~W 2FU ~ 206 BEDROOM #2 ANDERSEN TWS~10 DOUBLE-HUNG S'-61/8" 5'-07/6" ~W2H/ ~ 111 FAMILy ROOM ANDERSEN DI-IP3~52 P I CqWJKE UNIT 3'-6 1/8" §'-4 7/8" ~ ID FAMILY ROOM ANDER6EN C1J6TOM ARCH MATCH PIUTURE UmT6 ~ 0o2 BASRMRSrr ~GqDERSEN 2a~0 BASEMm~rr wn,,m ow 2'-s i/o' NOTES ANDERSEN WINDOWS & DOORS 400 SERIES , HABITABLE SPACE EXTERIOR DOOR SCHEDULE DOOR UNIT FINISHED DIM. No. LOCATION MANUF. NUMBER TYPE TH'K WIDTH HEIGHT CONSTRUCT CORE FINISH FRAME THRES- HARDWAREE TYPE HOLD TYPE NOTES TYPE 100ENTRYFO'YER PANlgL 1-S/4" 3'-8" 6'-11" WOOD WOOD WOOD WOOD SEE~TRANSOM 002 BASEMENT PANEL 1-S/4" 5'-0" 6'-11" WOOD WOOD WOOD WOOD A~ PER OWNER <~ 001 GARAGE PANEL 8'-0" 8'-0" WOOD WOOD WOOD AS PER OWNER <~ 001 GA/A~GE PANEL 8'-0" 8'-0" WOOD WOOD WOOD AS PER OWNER W ALL WINDOW SPECIFICATIONS WITH OWNER BEFORE ORDERING WINDOWS & DOORS BUILDER TO VERIFY ALL R.O. DIMENSIONS WITH MANUFACTURER BEFORE ORDERING SCTM: 1000- 81- 01- 16.7 TOWN OF SOUTHOLD VIOLAiNrDA FRANZESE ARCHITECT T~L: 631. 286-6834 PROPOSED NEW ZUPA RESIDENCE 580 BASIN ROAD SOUTHOLD, NY WINDOW & DOOR SCHEDULE ISSUED DATE: 09-24-2010 OF