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Home My WebLink About35534-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 4/19/2011 CERTIFICATE OF OCCUPANCY No: 34906 Date: 4/19/2011 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: IN GROUND POOL 17327 Main Road, East Marion, NY 11939, Sec/Block/Lot: 23.-1-14.10 Filed Map No. Lot No. filed in this officed dated 35534 dated 5/6/2010 conforms substantially to the Application for Building Permit heretofore 4/21/2010 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: accessory in ground swimming pool with fence to code as applied for per ZBA #6323, dated 3/16/10. (Pool equipment must be housed in a soundproof container per ZBA) The certificate is issued to Tenedios, Steve & Tenedios, Olga (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 131026 10/13/10 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEP~RTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-34907 Date: 04/19/11 T~IS U~TIFIES that the building ACCESSORY POOL HOUSE Location of Property: 17327 MAIN RD EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 23 Block 1 Lot 14.10 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 21, 2010 pursuant to which Building Permit No. 35534-Z dated MAY 6, 2010 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 NON-HABITABLE ACCESSORY POOL HOUSE AS APPLIED FOR PER ZBA #6323, DATED 3/16/00. SEE CONDITIONS OF ZBA. The certificate is issued to STEVE & OLGA TENEDIOS (OWNER) of the aforesaid building. SUFFOLK CO~ DEPART~T OF ~EALT~ APPRO~-AL ~.Rt-rKICAL CERTIFICATE NO. ~L~ERS CERTIFICATION DA'r~3 Rev. 1/81 N/A 131026 10/13/19 07/27/10 STYPULKOWSKI PLUMBING '~ ' g-'tu e FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35534 Z Date MAY 6, 2010 Permission is hereby granted to: STEVE TENEDIOS 17327 MAIN for : CONSTRUCTION OF AN INGROUND SWIMMING POOL, FENCED TO CODE & AN ACCESSORY POOL HOUSE PER ZBA 6323 AS APPLIED FOR at premises located at 17327 MAIN RD County Tax Map No. 473889 Section 023 pursuant to application dated APRIL Building Inspector to expire on NOVEMBER EM/ ...... ~ Block 0001 Lot No. 014.010 21, 2010 and approved by the 6, 2011. Fee $ 444.40 Authorized Signature ORIGINAL Rev. 5/8/02 2010-11-01 10:25 REOEIVED 11/01/2010 10:32 G31-Q2~-§501 $ T Management 212983?444 JNS OONTRAOTING 631 929 5501 P 3/4 Form No. 6 TOWN OF $OUTHOLD BUILDING DEPARTMENT TOWN HALL 76S-1802 APPLICATION FOR CERTIFICATE OF OCCUP.t Th/s application must be filled in by typewriter or ink and submitted to the Bultding D A. Fornewbufldiugor new uso: I. Final survey of property with accurate location of all buildings, property lines, strata, and unusual natural or topographic features. 2. Final Approval from Hcalth Dept. of water supply and sewerage.disposal (8-9 form). 3. Approval o f dectricsl installation from Buard of Fire Undervaitm-s. a. 8worn state,neat from plumber certifying that thc solder used in system contains less than 2/I0 of 1% lead. 5. ~ramercia~bui~ding'industria~bt~ding~mu~tip~emsiden~csandsin~arbui~dingsandinsta~ati~ns'acerti~eate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approwal of completed site plan requimm,nts. For existing buildings (prior to April 9, 1957) non..~onforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all prepay lin~, streets, Imiiding and unusual natural or topogsaphi¢ features, 2. A properly completed application and cor~ent to insl~-,ct signed by the applicant. If a Certificate of Occupancy ia denied, the Building Inspector shall sram the reasons therefor in writing to the applicant. New Construction: 'L.~ Old or Pm-existing Building; LocationofProp~y: l'-)~_? ~'X~,~t-,x ~_ House No. S trc~t ~ffol~ Co~ T~x ~ap No ~ 000, S~o. o ~ Block 0 Sub,vision Fil~ Map. Fccs 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimm/ng pool $50.00, Acccssor~ building $50,00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50,00 5. Temporary Certificate of Occupaacy - Residential $15,00, Commcrclal $15.00 (check one) Hamlet Lot: Perlllit No. ~g .~L~ Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fcc Submitted: $ Date of Perrnit.~/~/~o[~ Applicant: ~-~v~_ Undenvfiters Approval: Final Certificate: (c~eek one) ~ Applicant Signature LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. 670 MIDDLE COUNTRY ROAD ST. JAMES, NEW YORK 11780 (631) 265-3075 Fax (631) 265-6057 Application No.: 131026 Permit Number: 35534 Block: Lot: Section Owner: Tenedios Residence Address: 17327 Main Road Municipality: East Marion NY 11939 License~: OwnerPhone Agent: Agent: Double Pole Electric Address: PO Box 130 Nesconset dp NY 11767 No. ITEM SIZE No. ITEM SIZE No. ITEM SIZE 15 Switches: 1 SubFeeds: 50 Pool 0 PoolsAbvBIo: 22 Receptacles: 1 Timers: 1 PoolslnGround: 6 GFCl Devices: 0 Transformers: I Pools Filter: 1.5 6 Dimmers: 1 ACEquipmentCentral: 20 1 Pools Lights: 30 MediumBaseFIxtures: 0 ACEquipmentWindow 0 CO Detectors: 0 Flur~escentFixtures: 0 MotorsbyHP: 0 Disposal: 0 HID: 0 Generators: 0 Metal Halide Lamps: 0 RangeOvenCookTop: 0 WhirlpoolHotTub: 0 RefrlgUnits: :% ,.~, 0 DryerElectric: 0 Microwave: 0 WalkinBox: 1 ExhaustFans: 0 WatarHeaterElectrlc: 0 ExhaustUnit: 0 CellingFans: 0 SmokeDetectors: 0 StaamShower: 0 DW: 0 TrackLIghtingStrip: 0 BreadWarmers: 0 Laundry: 1 ElectricHeat: Floor 0 GarbageDisp: I HeatingEqulpMctors: 0 PumpMotor: 0 CentralVac: 0 ExitSigns: 2 Disconnects: 0 ChandellerLifta: ~ 0 EmergencySigns: 4 FutursOutlcts: 0 ElevatorLiffs: LOCATION OF WORK: [] Basemen [] FirstFIoor [] SecondFIoo [] Outside [] Addition [~ Survey [] New Const. Comments Pool House Service and IGP Final 10/13/10 Rivera / Additions 7Temporary L OH IT UG I~ Amp: 20__~_0 Phase: i Volts: 240 WireType: AL Conductor 4/~0 # Meters: I ombe..A.E. . Electrical Certificate Certificate No. 131026 LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. THIS CERTIFIES THAT OUR LOCAL DISTRICT Certificate Issued on: 10/13/2010 INSPECTOR CONDUCTED AN INSPECTION OF THE NY 11939 11767 Issued to Tenedios Residence Address: 17327 Main Road East Marion VISIBLE PORTION OF THE ELECTRICAL INSTALLATION DESCRIBED HEREIN AND IS COMPLIANT WITH THE CURRENT NATIONAL ELECTRICAL CODE. IAfil Certified Inspoctor Double Pole Electric PO Box 130 Nesconset NY Town Hall, 53095 Main Road PO. Box 1179 Southold, New York 11971-0959 'Fax (631) 765-9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF $OUTHOLD CERTIFICATION Date: Buildifig Permit No. Owner: (Please print) Plumber: _-.~ --/to o / }fo co.5 H l' (Please print) lead. I certify that the solder used in the water supply system contains less than 2/10 of 1% ~g~rature) Sworn to before me this ~ ~ Notary Public, 5~-~)r County JODY NOVAK Notary Public, State of New York NO. 01NO60~5987 Qualified in Suffolk County ~ _ Commission Expires October 26,r!~--~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ~/~ FOUNDATION 1ST,.~'}~.,~--. [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FINAL [ ] FIRE SA~-,-, ,( INSPECTION [ ]FIRERESIST~ITCONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY DATE "~/~//////(~ INSPECTOR~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST Iv/] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] INSULATION ] FINAL ] FIRE SA~-.., 1~ INSPECTION [ ] RRE RESISTANT C0N$TRUCTION [ ] RRE RESISTANT FENETRATION REMARKS: {~,~"CF'~ ~ ~' ~) ~ ,/~,~'~._ DATE INSPECTOR--~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION2ND [ ~FRAMING ~ [ [ ] FIREPLACE & CHIMNEY [ ] RRE RESISTANT CONSTRUCTION [ ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR ~ ~~'"'~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I NSPEC pLN. G [ ] FOUNDATION 1ST . [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CON$TRUCTION REMARKS: ~,d~_,/~ ~ //~ ~,~ ~.~,.~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] ~SAFETY IILg~CTION [ ] FIRERESlSTANTC0NSmUCT10N [?'~FIRERESlS'i'ANTFENETRATION REMARKS: DATE INSPECTOR //~. TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ [ ] F~R~STA. tCO.STRUCt~ [ [ ] ROUGH PLBG. XlNSULATION [ ] FINAL ] FIRE SAFETY INSPECTION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION ¶ST [ ] FOUNDATION 2ND [ ] ROUGH PLBG. [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] INS.~LATION [/~'I~NAL [ ] FIR~ ,~.- i ~' INSPECTION [ ]FIRE~CONS'I'RUCTIOfl [ ]FIREIIESISTANTPENETIMTION REMARK/S..~. ~* / ~ ~9../~.-J~ ~l~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION I ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING I/~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SA,-,., 11' INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 JNSPECTION [~'FOUNDATION [ ] ROUGH PLBG. 1ST FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] RRE RESISTANT PENETRATION REMARKS: / '~-~':,'~~ DATE ~ INSPECTOR ~-~ ~,T.O~:'N OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork.net Examined Approved Disapproved a/c Exp~t~ ~ J/lb ,20 PERMIT NO. 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 N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: /~ .a~'r jF'~/Jow,A~ ~"~ Phone: uilding Inspector APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS 0 ,20 a. This application MUST be 6ompletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced beibre 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 l 2 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 ora Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suflblk 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 regulatigrl~¥nd to admit authorized inspectors on premises and in building for necessary inspections. (Signature of app[ic~ame, ifa corporation) State whether applicant is owner, lessee engineer, general contractor, electrician, plumber or builder ~ ,a,,,c ,,, o ,~, ncl of pr..mtse., . _ (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: House Number Street Hamlet County Tax Map No. 1000 Section Subdivision Block b/ Filed Map No. Lot [4,/O Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy ~J~ /a~r/C /' /°~od 3. Nature of work (check which applicable): New Building /~ Addition Alteration Repair Removal Demolition Other Work Estimated Cost Fee If dwelling, number of dwelling units If garage, number of cars (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed 7..~.pancy, specif~, nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height. Number of Stories Rear 8. Dimensions of entire new construction: Front Rear Height Number of Stories 9. Size of'lot: Front / Depth Depth 10. Date of Purchase Name of Fenner Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES ~/ NO 13. Will lot be re-graded? YES )('/NO / Will excess fill be removed from premises? YES 14. Names of Owner of premises .~7'~C'~ 7'~.wLc~/°~ddress Name of Architect ~, Address ~ Name of Contractor //~/"~_/L~ J"£ ,/'/~,0TL~-k Address £ 15 a. Is this property within 100 feet ora tidal wetland or a freshwater wetland? *YES/~ * 1F YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet ora tidal wetland? * YES ~ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. PhoneNo. ,9/2 77& 79Zo Phone No Phone No. NO 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES · IF YES, PROVIDE A COPY. NO STATE OF NEW YORK) SS: COUNTY OF ~'~/~ ~"' L2f~ ~W~ ~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, · Iq CONNIE D. BUN. G, (S)He is the ~ Notary..Pub ~,,,.ic' State~,o~n~nOt ~lew ~or~, (Contractor~ orporate Officer, etc.) Qua~U'ifiedU~'t'm Suffolk ........ Commission Expires April 14, of said owner or owners, and is duly authorized to per£onn or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his kmowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before ~ne this t · dayoC 20ED Notary Public Signa~~l TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined ,20__ Approved 20__ Disapproved aJc~./ Expiration ,20 2009 , ~ bt THOLD PERMIT NO. IILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets &Building Plans Planning Board approval Survey_ Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: Phone: Building Inspector APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS a. T~h'ib i.b.h~2'l~i~}~ MT Tq~r h completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months 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, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described· The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ( ~grrmure ofapplicant or name, ifa corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises ~'~[/--~ ~ ~5~,/,~,~ (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 prop, osed work will be done' House Number Street County Tax Map No. 1000 Section Subdivision Block Hamlet / Filed M,0P No. Lot /¢~ Lot /0 b. Intended use and occupancy /,ff~/. ~t~/J'r/~4-~ ~- ,~.~,t'~ . 3. Nature of work (check which applicable): New Building_ }(~ Addition Repair Removal Demolition Other Work State existing use and occupancy of premises and inten~ded use and 9ccupancy of,proposed construction: a. Existing use and occupancy ~ ~ I~{44.~.~/ }t~/?~ Alteration (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units / Number of dwelling units on each floor If garage, number of cars ~ 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height_ Number of Stories Rear .Depth Dimensions of same structure with alterations or additions: Front Depth Height. Number of Stories Rear 8. Dimensions of entire new construction: Front Height Number of Stories Rear Depth 9. Size of lot: Front Rear .Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ~r~_ ~;5~O !, ~t~aro~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES ~ NOo,. '~'~%~a,~.~///~' o 13. Will lot be re-graded? YES NO )~ Will excess fill be removed from premises? YES --NO ;~r0~rt 14. Names of Owner of premises Name of Architect Name of Contractor Address Phone No. Address Phone No Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO __ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. ls this property within 300 feet of a tidal wetland? * YES__NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES__ · IF YES, PROVIDE A COPY. NO STATE OF NEW YORK) SS: COUNTY OF ~q ~t F'F'ot~ 6°,~-'C~ I c. t ,q- (7. /L~ O O t°~ (::- being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the t~-6:-~ 7~ (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this dayof -J't4~ E~ 20 Notary PuI~RGARET C. R~S~. N~y Publio, State ~ N~ Yo~ No. 4982528 Qu~ffied In 8~olk ~ ~~~ ~0// Signature of Applicant Jill M. Doherty, President Bob Ghosio, Jr., Vice-President James F. King Dave Bergen John Bredemeyer Town H~l Annex 54375MainRoad P.O. Box 1179 Southold, New York11971-0959 Telephone(631) 765-1892 Fax(631) 765-6641 BOARD OFTOWNTRUSTEES TOWN OFSOUTHOLD CERTIFICATE OF COMPLIANCE # 0635C Date: April 15, 2011 THIS CERTIFIES that the installation of a picket fence along the seaward side of the dwelling, for the existing landscaping, and one 4' wide access path to the beach At 17327 Main Road, East Marion, New York Suffolk County Tax Map # 23-1-14.10 Conforms to the applications for a Trustees Permit heretofore f'fled in this office Dated November 3,2010 pursuant to which Trustees Administrative Permit #7439A Dated November 17, 2010 was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the installation of a picket fence along the seaward side of the dwelling, for the existing landscaping, and one 4' wide access path to the beach The certificate is issued to STEVEN & OLGA TENEDIOS owner of the aforesaid property. Tow n o_ f Southold Erosion, Sedimentation & Storm.Water Run-off ASSL~$$MENT FORM Dls~ ~n B~ ~ O~FIEDBYAD~IONPROF 810N~IN~E~A~-~'~ Item Number.. (NOTE: A Chesk Mank (~') for eesh Cluestfan is Required for a ComptMe Application) Yes No 1 2 3 4 5 6 7 8, 9 Will this Project Retain All Stomq-Wator Run-Off Generated by a Two (2') Inch Rainfall ea Site? L~ r~ (This ite~ v/dl include ell mn-off created by site cleating end/or construction acllviUes as well as all Site Improvements and the bem~anent creation of Imperious surfaces.) Does the Site plan and/or Survey Show All Proposed Drainage Sbucturas Indicating Size & Locatlan? ~ r'-'l ~his item shall thclude all Proposed Glade Changes and Slopes Controlling Sudace WaisrFIowi Will this Project Require any Land Filling, Grading or Excevation where U~ra is a change k) the Natural r~ Existing Grade Involving more than 200 Cubic Yards of Maisdal within any Parcel? Will this ApptlcaUoll Require Land Distud~ng A~a, lties Eanompaastng an Area in Excess of Five Thotrsand (5,000) Square Feet of Greund Suffuse? Is there a Natural Water Course Running through the Site? IS this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? Will there be Site pmparati~ on Existing Grade Slopes which Exceed Fifteen (15) fast of Vertical Rise to Ofle Hundred (100') of Herizeatal Distance? Will Driveways, Parking Areas or other Impentlous Sudacas be Sloped to Direct Storm-Water Run-Off into and/or in the dimctlun of a Town right-of-way? Will this Project Require the Placement of Material, Removal of Vegatatiun and/or the Cunstructin~ of any Item Within the Town Right-of-Way or Rowel Shoulder Area? (This Item will NOT Include the Installation of Driveway Aprons.) Will this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Watercourse? ~ NOTE: If Any Answer to Questions One through Nine Is Answered with a Check Ma~ In the Box, a Storm-Water, Grading, Drathag~ & Erosion Control Plan Is Requlrad end Must be 8ubreitted for Review Prior to Issuance of Any Building Permltl EXEMPTION: Does this project meet the mlnlmum s~ndards for ctassBeaflon as an A~tcutlural Pmj~? Note: If You Answered Yes to this Question, e Storm-Water, Gredlng, Drainage & Eroslon Control Plan is NOT Requlmdl Yes No STATE OF NEW YORK, COUNTY OF ........................................... SS ...... ......... (..~ '~ ~ ,1~'~ ~'~'; ~'~-~ ............ po ~ aWsne is me ~p~t ,or r~ CONNIE D. BUNCh ~d ~a~ ~c i~ ~a ...................... '...~ Nota~ Pub c State of N~ Yor~ ...................... ~'"~ ................................... ~'D~DG~ ........................ e ~a me ~ appa~on; ~t ~ s~men~ ~n~ ~ ~ app~6on ~ ~e to ~e ~t offs ~o~ ~d ~lie~ ~d ~t ~e ~ ~U ~ ~o~ ~ ~e m~ner set fo~ in ~e app/i~don ~ed Sworn to before me this; ......... ............... ..................... i, FORM - 06107 James F. King, President Jill M. Doherty, Vice-President , kerson v--~,,' ~ave Be~en ,~ ~ ,~-~b Ghosio~Jr. ~mber ~ ~: 2009 Ms. Patdcia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 1197B0959 ~j~ Tale hone (631)765-1892 ~'~ Ix r~ (53~) 765-564x ~o~ o~o~ ~us~[s ~ lC V TO~ OF SOUTHOLD {)' ~ A ..oAo, EAST SCTMg 23-1-14.10 Dear Ms. Moore: The following a~ion was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, De.tuber 16, 2009: RESOLVED, that the Southold Town Boa~ of Trustees APPROVE the Amendment to Wetland Pe~it ~6973 to construct a 20'x40' in-ground swimming pool, patio on grade, pool house and detached ~o-sto~ framed garage, and as depi~ed on the revised site plan prepared by Ma~ K. Schwa~, AIA, last dated November 18, 2009, and received on November 19, 2009. Any other activi~ within 100' of the wetland bounda~ requires a pe~it from this office. This is not a dete~ination from any other agency. If you have any questions, please call our office at (63~) 765-1892. Sincerely, President, Board of Trustees JFK:eac TOWN OF SOUTHOLD PROPERTY'-ll~ORD CARD ,,V- .~ ? OWNE'R STREET I "'7 ~,~ ~ VILLAGE DIST. SUB. LOT ~NE~ ,N E ~y,~ ~r ~~ s w ~ES. S~S, YE FARM CO~. CB, MICS. Mkt. Velue ~ND I~P. TOTAL DATE R~RKS "~ ~ -''1 'illoble FRONTAGE ON WATER Vo~lond FRONTAGE ON ROAD ~eodowlond DEPTH ~ V {ouse Plot BULKH~D 'ot~l TRIM Extension Extension Extension Porch Porch Breezeway Garage Patio O. B: 23.-1-14.10 10/07 Foundation Basement Ext. Walls :ire Place Type Roof Recreation Room Dormer Both Floors Interior Finish Heat ~,ooms 1st Floor Rooms 2nd Floor Driveway Dinette !LR. FIN. B Total Extension Extension Extension COLOR IBath TRIM Foundation 'l'OWll Hall Annex 5~375 Main Road 1'.(). Box 1179 Soulhokl, NY 11971-09,;9 Tclcphonc {6:11) 76,5-1802 l:ax (631) 763-9502 B17ILDING I)I';PARTMENT TOWN OF $OUTHOLD October 14, 2010 Steve Tenedios PO Box 537 East Marion, NY 11939 ~RE: 4..7327 Main Road, East Marion _N:~ final elevation certificate is required from your surveyor TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: Building Permit: 35534-Z Application of Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $50.00. ~ (~ O t~ __ Final Health Department approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees #765-1892) Final Planning Board approval. Final Fire Inspection from Fire Marshal. Final Inspection from the Building Dept. Final Landmark Preservation approval. in ground swimming pool & pool house U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Ovmer's Name Steve Tenedios &Olga Tenedios Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 17327 Route 25 city EastMaHon State NewYork ZIPCode 11939 A3. Property De~.,;p[;on (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Suffolk County Tax Lot Reference No. 1000--023.00--01.00--014.001 OMB No. 1660-0008 Exoires Februan~ 28. 2009 /~. Building Use (e.g., Residential, Non-Residential, Addition1 Accessory, etc.) R~$idential A5. Latitude/Longitude: Lat. N 41 08' 24.4' Long. W 72 19' 11.1" Horizontal Datum: A6. Attach at least 2 photographs of the building it the CerUficate is being used to obtain ~ insurance. A7. Building Diagram Number _8 A8. For a building with a crawl spaco or enclosure(s), provide a) Square footage of craw~ space or encJceure(s) 23146q ff b) No. of permanent flood openings in the crawl agace or eoclneum(s) walls within 1.0 foot above adjacent grade c) Totalne{araaoffloodopeningsinA8.b 2400 sqin [] NAD1927 [] NAD1983 A9. For a building with an attached garage, provide: a) Square footage of ~ garage 749 sq ff b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade c) Total ne~ area of flood openings in A9.b 800 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION BI. NFIP Community ;;=,~ & Community Number I B2. County Name TOWN OF SOUTHOLD 360813 I SUFFOLK NEW YORK B4. Map/Panel Number I B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood I Date Effective/Revised Date Zone(s) 36103C0064 H SEPT:25,2009 SEPT.25,2009 AE B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. I-J FIS Profile [] FIRM [] Community Determined [] Other (Describe) 811. Indicete elsvatl~n datum used for BFE in Item Bg: [~ NGVD 1929 [] NAVD 1988 I-I Other (Desoribe) __ B12. Is the building located in a Coastal Barder Resources System (CBRS) aroa or otherwise Protected Area (OPA)? Designation Date [-I CBRS [] OPA B9. Base Flood Elevation(s) (Zone AD, use base flood depth) 11 []Yes []No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: [] Construction Drawings* [] Building Under Construction* [] Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. E~evati~ns-zonesA1-A3~AE~AH~A(withBFE)~vE~V1-v3~v(withBFE)~AR~AR/A~AR/AE~AR/A1-A3~APJAH~APJA~ Complete tiemsC2.a-g below according to the building diagram specified in item A7. Benchmark Utilized RIENT U 326 Vertical Datum NAVD '88 Conversion/Comments Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor) 9.46 b) Topofthe next higher floor 12.45 c) Bottom of the lowest horizonta; structura; member (V Zones only) d) Attached garage (top of slab) 10.25 e) Lowest elevation of machinery or equipment servicing the building 12.65 (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 11.1 g) Highest adjacent (finished) grade (HAG) 1'1.1~ [] feet [] feet [] feet [] feet [] feet [] metem (Puerto Rico only) [] meters (Puerto Rico only) [] meters (Puerto Rico only) [] meters (Puerto Rico only) [] meters (Puerto Rico only) [] feet [] meters (Puerto Rk~o only) [] feet [] meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION Tlds ~ GI',,~G~ is to be signed and sealed by a land ~weyo~, e~ginser, o~ arc~itect authorized by law to cerfi~ eleva~on information. Ce,',J~'.,,'s Name Mark K. Schwartz License Number Title A..lii~'t Company Name Mark Schwartz, Architect City Cutchogue State NY ZIP Code 11936 Date Telephone (63t) 734-4185 IMPORTANT: In fltese spaces, copy the con'esponding Information from Section A. Building Street AG,~,,~= (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 17327 Route 25 For Insurance Company Use: Policy Number City East Madon State NY ZIP Code 11939 Company NAIC Number .SECYJON D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community oft-~al, (2) insurance agent/company, and (3) building owner. Comments Signature Date [] Chec~ here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AD AND ZONE A (WITHOUT BFE) For Zones AD and A (without BFE), complete Items E1 -ES. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items El-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the follOWing and check< the approphete boxes to show whether the elevation is above or below the highest adjacent grade (HAG) aDd the lowest adjacent grade (LAG). a)Topofbottomfloor(inciudingbasemeut, crawlspaca, or enclceure) is . r-l feet []meters [] abeve or [] below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is . [] feet [] meters [] abmre or [] below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A ifems 8 andlor 9 (see page 8 of inatructions), the next higher floor (elevation C2.b in the diagrams) of the building is [] feet [] meters [] above or [] below the HAG. E3. Attachedgarage(topofslab)is . •feet []meters []aboveor [] below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is [] feet [] meters [] above or [] below the HAG. E5. Zone AD only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the communib/s floodplain management ordinance? [] Yes [] No I-1 Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community-issued BFE) or Zone AD must s~n here. The statements in Sections A, B, and E are con'ect to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ~'] Check here if SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local oC,,,.~; who is au~h~,/,~=~ by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and (~ of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. Gl. [] The information in Section C was taken from other documentaben that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. [] A community official completed Section E for a building located in Zone A (without a FEMA-ISSUed or community-issued BFE) or Zone AD. G3. [] The following information (Items C-4.-G9.) is provided for community floodplain management purpoees. I G4* Permit Number I G5. Date Permit ,seued I G6. Date Certificate Of Compitance/Occupancy issued G7. This permit has been issued for: [] New Construction [] Substantial Improvement GS. Elevation of as-built lowest flcor (including besement) of the building: .[]feet []maters(PR) Datum__ Gg. BFE or (in Zone AD) depth of flooding at the building site: [] feet [] meters (PR) Datum __ Local Official's Name T'~e Community Name Telephone Signature Date Comments Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or BIdg No.) or P.O. Route and Box No. Policy Number 17327 Route 25 City East Marion State New York ZIP Code 11939 Company NNC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. FRONT VIEW TAKEN MARCH 3, 2010 Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 17327 Route 25 City EastMarion State NY ZIP Code 11939 CompanyNAICNurnber If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." SIDE VIEW TAKEN MARCH 8, 2010 Smart VENT 877- 441- 8368 www.smartvent.com INSTALLATION INSTRUCTIONS & DETAILS MODEL 1540-510 DUAL FUNCTION FLOOD AND VENTILATION VENT REV. 5-15-09 INSTALLATION INSTRUCTIONS 1. Remove vent door from vent frame. (Turn upside down, rotate bottom of door outward and slide out) 2. Prepare a CLEAN 16.25" wide by 8.25" high rough opening (approx. 1 block wide X 1 block high) for each vent. Ensure the bottom of the rough opening is no more than 12" above the finished grade. 3. Apply a bead of silicone or polyurethane adhesive around the back of the flange on the vent frame. (FIG. 2) 4. Bend the 4 steel straps to the thickness of the wall measuring from the end with the teeth (see STRAP DETAIL) 5. Insert the top straps into the top two strap slots about two clicks. 6. Insert the vent frame in the cut opening. The bent strap ends go in then up behind the inside of the wall. Push the frame tight against the face of the wall. Ensure the frame is flush and square in the opening. (FIG. 3) 7. Reach through the vent opening and click the two sta'aps in while holding the front of the vent against the wall face. The sharp point of the straps should not extend past the front of the vent face. Install the two remaining bottom straps. 8. Re-check that frame is square and slots are clear of debris, and caulk. 9. Install the door into frame by grasping the bottom of door (with float pins down) and front (small screen in front). Slide door into frame and rotate until it is latched. To open the door insert two credit cards into the float slots as shown in the diagram. This will unlatch the door for removal and cleaning. DETAILE~ SPECIFICATIONS: MATERIAL: STAJNLESS Si'EEL OPERATION FLOOD: AUTOMATIC NON-POWERED ACTIVATION AND OPERATION VENT REMAINS CLOSED AND LOCKED UNTIL ACTIVATED OPERATION AIR: AUTOMATIC LOUVERS FULLY OPEN AT 75 DEG. FULLY CLOSED AT 35 DEG. NO POWER REQUIRED 10. INSTALLATION: SECURED W/ 4 STAINLESS STEEL STRAPS SUPPLIED HYDROSTATIC RELIEF: 200 Sq. Ft per Vent VENTILATION: 51 Sq. In, per Vent NOTE: VAPOR BARRIER ALLOWS FOR REDUCEO VENTILATION REQUIREMENTS FLOOD: MINIMUM OF 2 VENTS PER ENCLOSED AREA MOUNTED ON AT LEAST 3WO DIFFERENT WALLS COLORS: STAINLESS (STANDARD) EXTERIOR POWDER COATED WHITE, WHEAT, GRAY, AND BLACK (P~VAILABLE) MEETS THE REQUIREMENTS FOR ENGINEERED OPENINGS AS SET FORTH BY: FEMA, NFIP, ICC, & ASCE SUPPORTIVE DOCUMENTS, TB 1-08, 44CFR 60.3(C)(5), ASCE 24-05 ICC EVALUATION # ESR-2074 Smart VENT 877- 441- 8368 ww~v.smartvent.com SILICONE/POLYURETHANE ADHESIEV)E LOCATION -- VENT FRAME FIGURE 2 Side View DETAIL DIAGRAM MODEL 1540-510 DUAL FUNCTION FLOOD AND VENTILATION VENT · i= 16 1/4" R/n STRAPS INSTALLED, TWO DN TOP TWO ON BOTTOM SLOTS USE TWO TOP AND T~O BOTTOM BEHIND THE RODENT SCREEN, LOUVE AUTOMATICALLY OPEN AND CLOSE TEMPERATURE. NO ELECTRICITY IS NEEDED FLOAT SLOTS FIGURE 1 Front View -C FIGURE 3 12' .AX FROM FINAL GRADE Side View ¸%. DETAIL. _ I ,,,o v~_80°l _-~'' NN T CLICK IN TIOHT TO INSURE --I'~ II- ~ STALLATIDN. I ~ BEND PAST 90' FD~ J SNORT VENT Foundation Ftood x.= +,-~ SMART VENT* x. xX +/-~.e3 DUAL FUNTION FL~[ xx= ,/~ 877-441-8368 AND VENTILATION VE~ t~.SM~.COM MODEL 1540-510 "~ ='~ ~" ' '~ "~' ~ ^ 1540-510 TO: Patricia Moore for S & O Tenedios 51020 Main Rd. Southold, NY 11971 FORM NO. 3 NOTICE OF DISAPPROVAL TOWN OF SOUTHOLD Date: July 7, 2009 Please take notice that your application dated June 30, 2009 For an accessory garage & pool & pool house at Location of property: 17327 Main Road, E. Marion, NY County Tax Map No. 1000 - Section 23 Block 1 Lot 14.10 is returned herewith and disapproved on the following grounds: 1. The accessory garage, on this waterfront parcel, is not permitted pursuant to Article III, Section 280-15 (C) & (F), In the case of a waterfront parcel, accessory buildings & structures may be located in the front yard, provided that such buildings.., meet the front yard principal setback requirements as set forth by this Code, & the side yard setback requirements for accessory buildings in Section B. The garage is required to be 55' from the legal R.O.W. The survey indicates the garage/pergola structure at 25' from the front R.O.W. &~ Furthermore accessory structures shall not exceed 750 sq. fi. on lots measuring 20-60,000 sq. fi. The survey indicates the garage/pergola measures 1'~0 sq. fi. Itq-l~ ~' 2. The proposed pool & pool house are not permitted pursuant to Section 280-15(F) since they are located in the side yard. Note: The pool house structure exceeds 750 sq. ft. & indicates dormers more than 40% of roof width. Authorized Signature TO: Patficia Moore for S & O Tenedios 51020 Main Rd. Southold, NY 11971 FORM NO. 3 NOTICE OF DISAPPROVAL TOWN OF SOUTHOLD Date: July 7, 2009 Amended: Dec. 5, 2009 Please take notice that your application dated June 30, 2009 For a non-conforming accessory garage & pool & pool house at Location of property: 17327 Main Road, E. Marion, NY County Tax Map No. 1000 - Section 23 Block 1 Lot 14.10 Is returned herewith and disapproved on the following grounds: The accessory garage, on this waterfront parcel, is not permitted pursuant to Article III, Section 280-15 (C) & (F), In the case of a waterfront parcel, accessory buildings & structures may be located in the front yard, provided that such buildings.., meet the front yard principal setback requirements as set forth by this Code, & the side yard setback requirements for accessory buildings in Section B. The garage is required to be 55' from the legal R.O.W. The survey indicates the garage at 25'from the front R.O.W. Furthermore the garage shall not exceed 750 sq. lt. on lots measuring 20-60,000 sq. lt. The survey indicates the garage measure 1120 sq. The proposed pool & pool house are not permitted pursuant to Section 280-15(F) since they are located in the side yard. Note: Pool house plans amended to show one level only. Authorized Signature Amended to remove pergola design from both structures. 'Office Location: Town Annex/First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 2 5 2010 TOWN O,F SOUTHOL{) , , http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUT}IOLD ?el. (631) 765-1809 Fax (631) 765-9064 Mailin~ Address: 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MARCH 16, 2010 ZBA FILE 6323 NAME OF APPLICANT: Steve and Olga Tenedios PROPERTY LOCATION: 17327 Main Road, East Marion, NY CTM 1000-23-1-14.10 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. 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 August 19, 2009 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 77,284 square foot lot, of which, 52,116 sq. ft. is considered the buildable land on this waterfront parcel in the R-80 Residential District. The northerly lot line lies along Long Island Sound and measures 245.26 feet. The eastedy lot line measures275.68 feet, and is adjacent to a five foot wide legal R.O.W. along this boundary. The R.O.VV. provides access to property containing a beach with deeded access rights held in common with other property owners of lots created by the "Brionngloid by the Sea" subdivision, as shown on a filed map, and also on the site survey submitted by the Applicant. The southerly lot line measures 300.35 feet, of which 205+/- feet is adjacent to a 50 foot wide legal right of way shared in common with two adjacent lots. The westerly lot line measures 294 feet. The parcel is improved with a 5,558.6+/- square foot, two-story single family dwelling, which is currently under construction, and which will include an attached garage. BASIS OF APPLICATION: Requested are Variances under Sections 280-15(C and F), based on a building permit application and the Building Inspector's Notice of Disapproval dated July 7, 2009, Amended December 5, 2009, concerning the following proposed new construction: 1) The proposed accessory garage is not permitted: a) with a setback less than 55 feet from the front yard line along the right-of-way; b) with a size th~ exceeds the code limitation of 750 square feet; 2) The proposed accessory pool structure is not permitted in the side yard when a front or rear yard location is code required. 3) The proposed swimming pool is not permitted in a side yard when a front yard or rear yard location is code-required. RELIEF REQUESTED: The requested variances are for: 1) an accessory garage at 25 feet from the legal right of way, to be also partially situated in the side yard, and with the proposed garage measurement 1760 sq. ft., 2) an in-ground swimming pool and accessory pool structure, to be located in Page 2-~ March 16,2010 · ZBA Fi1¢#6323 - Steve and Olga Tencdios CFM: 1000-23-1-14.10 at 17327 Main Rd., East Marion the side yard, with the proposed accessory pool structure and pergola measuring larger than the code required 750 sq. ft., and having dormers proposed to exceed 40% of the roof area. AMENDED APPLICATION: During the Oct.29, 2009 hearing, the applicant was asked to bring the plan into more conformity with the code. The applicant on Dec. 15, 2009, based upon the issuance of an amended Notice of Disapproval dated Dec.5, 2009, submitted a revised site plan dated Dec.l, 2009. The revised site plan reduced the size of the proposed garage to 1120 square foot, by removing an attached 640 square foot pergola, as had been originally proposed on the site plan survey drawn by Mark K. Schwartz, AIA, and dated July 1, 2009, which eliminated the necessity of the original variance regarding the partial side yard location. The revised site plan also reduced the size of the proposed accessory pool structure to 729 square foot by removing an attached 182 square foot pergola. The changes to the site plan were intended to bdng the plan into more conformity with the codes. ADDITIONAL INFORMATION: The subject parcel is noted as being Lot 8 on a subdivision map of "Brionngloid By The Sea approved by the Southold Town Planning Board on July17, 1978. The legal 50 foot R.O.W. sited in the Notice of Disapproval is drawn on this map, and is also drawn on the site survey filed by the Applicant. The owner of the two lots to the south of the subject property appeared at the Public Hearing in opposition to the application. More specifically, the basis for the opposition was the obstruction of the views to the north and the piecemeal approval of the residence and accessory structures on the property. It is noted that the adjoining property owner conceded that there were no restrictions in the subdivision approval restricting the obstruction of these views, nor were there any covenants on the applicant's property protecting the adjoining neighbors' views. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing for this application on Oct. 29, 2009, and continued on Jan. 21, 2010, at which time written and oral evidence was presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: On the basis of testimony presented, materials sub.mitted and personal inspections, the Board makes the following findings relating to the proposed accessory garage: 1. Town Law §267-b(3)¢b)¢l). Grant of the variances for the proposed non-conforming 1120 square foot two-story garage will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The size of this two-story garage would be almost twice the 750 square foot size permitted by Town Code since the enactment of Local Law #2-2007. The proposed front yard/ side yard location with only a 25 foot setback from an existing legal R.O.W., where Town Code requires a 55 foot setback, would create an additional detriment to near by property owners and the character of the neighborhood. The Board examined a profile of 27 existing accessory structures located within the adjacent residential neighborhood (as submitted by the applicant in their letter to the Board dated December 15,2009, and found that while there are several non-conforming sized accessory structures in the neighborhood, they represent less than 15% of the total number of the existing structures. Of the 15% of these structures within the profile, most were constructed prior to the 2007 amendment to the code. As this Board has recently found in its decision # 6331(Logan/Walker) dated 2/18/10. More than 85% of the existing accessory structures in the neighborhood are of Code-conforming size. The Board finds that the granting of such significant size and area variances for the new construction of a large non- conforming accessory garage, as requested by the Applicant, would be detrimental to the character of this residential neighborhood. 2. Town Law ,~267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The Board finds that the Applicant could locate and construct an accessory garage on the property in a conforming area, and be of a size that did conform to Town Code. Page 3- March 16, 2010 ZBA Fi1¢#6323 - Steve and Olga Tcnedios CTM: 1000-23-1-14.10 at 17327 Main Rd., East Marion 3. Town Law §267-b(3)(b)(3). The variances requested, if granted, are very substantial. The applicant requests a 49% +/- building size variance; and an additional 54% +/- front yard setback area variance, for the proposed two-story garage. The Board finds that the granting of the variances to this Applicant for such proposed new construction is not in accordance with the overall intent of Town Code, particularly as expressed by Local Law#2-2007, regarding the bulk size of permitted accessory structures, and that the variances requested are not within the customary parameters of relief requested for the granting of variances for such proposed new construction. 4. Town Law §267-b(3){b)¢4). Verbal and written testimony has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. From a physical or aesthetic perspective the applicant's proposed accessory structures would have a negative impact on the conditions in the neighborhood. There is no indication that these proposed structures will in any way conform to the character of this neighborhood and settle in unnoticed among the other homes and lots in the area. Rather, applicant's proposal, if approved, will constitute a step towards altering the landscape of this community forever, since a granting of a variance for an oversized garage here will, no doubt, raise similar requests that may not be easily distinguishable. 5. Town Law §267-b(3)¢b)¢5). The difficulty has been self-created. The Applicant could construct a Code-conforming garage on this property. While the Applicant's representative testified that the Applicant required a 1120 sq. ft. for their collection of antique cars, personal convenience is not a basis for this Board to grant applicant's requested relief, especially where, as here, it would be to the detriment of the character of this residential neighborhood. 6. Town Law ,~267-b. Grant of the requested variances is not the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a two-story garage while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman (Chairperson), seconded by Member Goehringer, and duly carried, to DENY, the variances for the proposed accessory garage as applied for and as amended, shown ' on Site Plan, labeled S-1 received Dec. 15, 2009, prepared by Mark K. Schwartz, AIA, dated December 1, 2009, and proposed garage and pool house Architectural Plans received Dec. 15, 2009, prepared by Mark K. Schwartz, AIA, dated December 1, 2009, labeled A-l, A-2 and A-3. Vote of the Board: Ayes: Members Goehringer, Schneider, Weisman (Chairperson). (Absent was: MemberHorning) This Resolution was duly adopted (3-0-1). Member Dinizio abstained. On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings relating to the proposed swimming pool and one story accessory pool structure: 1. Town Law §267-b(3)(b)(l }. Grant of the varfances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. A swimming pool and related pool accessory structure is customary in the Residential District, and in this neighborhood. 2. Town Law §267-b(3)ib)i2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The rear yard of this Applicant Pag¢~- March 16, 2010 · ZBA Fi1¢#6323 - Steve and Olga Tcncdios CTM: 1000-23-1-14.10 at 17327 Main Rd., East Marion lies almost entirely within a Coastal Erosion Hazard and Flood Zone, and as such is not suitable for any construction. The Applicant's proposed driveway will occupy most of the front yard, where alternatively, a Code conforming swimming pool could be constructed. Since the Applicant did not propose to locate the pool in a part of the front yard, a side yard placement is the only feasible location for such a proposed pool and adjacent accessory pool structure. 3. Town Law §267-b¢3){b)~3). The variances granted herein are not substantial. Although the proposed swimming pool and accessory pool structure will be located in the side yard, no other variances are required. 4. Town Law §267-b(3}(b}(4) No evidence has been submitted to suggest that the variances in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 5. Town Law §267-b(3)(b)(S}. The difficulty has not been self-created. The Applicant could not locate a swimming pool and pool house within a conforming front yard area due to the existing right of way and the existing septic system 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an in-ground swimming pool and one-story pool house while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member VVeisman (Chairman), seconded by Member Schneider, and duly carried, to GRANT, the vadance as applied for, for the proposed swimming pool and accessory pool structure, as shown on Site Plan, labeled S-1 received Dec. 15, 2009, prepared by Mark K. Schwartz, AIA, dated December 1, 2009, and proposed garage and pool house Architectural Plans received Dec. 15, 2009, prepared by Mark K. Schwartz, AIA, dated December 1, 2009, labeled A-l, A-2 and A-3, subject to the following conditions; 1. The pool accessory structure shall remain unheated and un-air-conditioned and to be used seasonally only. 2. No habitable space, sleeping or cooking facilities Shall be allowed in the pool accessory structure. 3. Installation of a drywell for pool water backwash is required. 4. Pool mechanical equipment must be housed in a soundproof container. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. 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 futura 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. Page 5- March 16, 2010 ZBA Filcg6323 - Steve and Olga Tenedios CTM: 1000-23-1.14.10 at 17327 Main Rd., East Marion Vote of the Board: Ayes: Members Goehringer, Schneider, Weisman (Chairperson). (Absent was: Member Horning) This Resolution was duly adopted (3-0-1). Member Dinizio abstained. Leslie Kanes Weisman, C,hairperson Approved for filing ..~/~¢/2010 / JUDITH T. TERRY TOWN CLERK OFFICE OF THE TOWN CLERK TOWN OF $OUTHOLD Town trail. 53095 Mare Road P.O. Box 1170 Soulhold. New York I Iq71 Fax (516} 765-1823 Tclcph(mc ( 516 } ]65- I R01 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A RECULAR MEETINC HELD ON AUGUST 24, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of the Code of the Town of Southold: "Floodplain Development Permit Application" [FDP(93)], and "Certificate of Compliance for Development in Special Flood Hazard Area [C/C(93)]. Southold Town Clerk August 25, 1993 TOWN OF SOUTHOLD APPLICATION # PAGE I of 4 FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1: GENERAL PROVISIONS (APPLICANT to read and sign): 1. No work may start until a permit is issued. 2. The permit may be revoked if any false statements axe made hereim 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. Thc permit will expire if ho work is commenced within six months of issuance. 6. Applicant is hereby informed that other permiti may be required to fi~Ifill local, state and federal regulatory r~luircmcnts. · 7. Applicant hereby gb~cs cunscnt to the Local Adminiatrator or his/her representative to make fea.sonable inspections required to vcrlfy compilance. 8. I, THE APPLICANT, CERTIFY THAT ALL STATEMENT~g HEREIN AND IN ATTACHMENTS TO - THIS APPLICATION ARE, TO THE_B~T OF M¥~WLEDGE, TRUE AND ACCURATE. SECTION 2: PROPOSED DEVELOPMENT (To be completed by APPLICANT} APPLICANT BUILDER. ENGINEER NAME ADDRESS R E N: To avoid delay in pro*'ss~g thc application, please provide enough information to ea_sity identify the project location. Provide the street address, lot number or legal description (attach} and, outside urban areas, the distance to thc ne. axest iatcrsccting road or well-known landmark. A sketch attached to this application showing the project location would be helpful. ! FDP(93) APPLICATION # PAGE 2 OF ,t DESCRIPTION OF WORK (Check aH appficable boxes): A. STRUCTURAL DEVELOPMENT ACTrVITY ANeW Structure ddition [] Alteration El Relocation [3 Demolition [] Replacement STRUCTURE TyPE [] Residential (1-4 Family) [] Residential (More than 4 Family) [] Non-residential (Floodproo£mg? [] Yes) [3 Combined Use (Residential & Commercial [] Manufactured (Mobile) Home (In Manu- factured Home Park? [] Yes) ESTIMATED COST OF PROJECF $ B. OTHER DEVELOPMENT ACTIVITIES: [] Excavation (Except for Structural Development Checked Above) - [] Watercourse Alteration 0ncludlng Dredging and Channel Modifications 13 Drainage Improvements (Including Culvert Work) [] Road, Street or Bridge Construction [] Subdivision (New or Expansion) [] Individual Water or Sewer System [3 Other (Please Specify). After completing SECTION 2, APPLICANT should submit form to Local Administrator for review. SECTION 3: FLOODPLAIN DETERMINATION (To be comoleted 10v LOCAL ADMINISTRATOR) The proposed development ia located on FIRM Panel No. , Dated Thc Proposed Development: [] Is I'-/QT located in a Special Flood H~"~rd As'oa (Notify the applicant tllat the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). [] Is located in a Special Flood Hazard ,Area. FIRM zone designation is 100-Y¢~ flo~d elevation at the site ia: Ft. NGVD (MSL) [] Unavailable [] The proposed development is located in a floodway. FBFM Panel No. Dated [3 'See Section 4 for additional instructions. SIGNED DATE APPLICATION # PAGE 3 OF 4 SECTION 4: ADDITIONAL INFORMATION REQUIRED (To be completed bv LQCAL ADMINISTRATOR) The applicant must submit the documents checked below before the application can be processed: A site plan showing the location of all existing structm'es, water bodies, adjpcent roads, lot dimensions and proposed development. [] Development plans, drawn to scale, and specifications, including where applicable: details for anchoring structures, proposed elevation of lowest floor (including basement), types of water resistant materials used below the leu'st floor, details of floodproof'mg of utilities located below the l'a'st floor and details of enclosures b~low the fa'st floor. Also, El Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, the applicant must provide 100-y~ar flood elevatinhs if they are not otherwise available). [] Plans showing the extent of watercourse relocation and/or landform alterations. [] Top of n~w ItU elevation Ft. NGVD (MSL). Floodproofmg protection level (non-residential only) Ft. NGVD (MSL). For floodproofed structures, applicant mnst attach certification from registered engineer or architect. Certification from a registered engineer that the proposed activity in a regulatory floodway will not result in a_Ry. incremsc in thc height of thc 100-year flood. A copy of all data and calculations supporting this {'mding must aiso bc submitted. [] Other: SECTION 5: PERMIT DETERMINATION {To bc comulctcd bv LOCAL ADMINISTRATQR] I have dctermine, d that the proposed activity: A. [] Is B. [] Is not in c~nformancc with provisions of Local Law ~/__, 19 . Thc permit is issued subject to thc conditions attached to and made part of thin permit. SIGNED , D~.TE If BOX A is checked, thc Local Administrator may issue a Development Permit upon payment of designated If BOX B i~ checked, thc Local Administrator will provide a written summary of defieicncins. Applicant may revise and resubmit an application In the Local Administrator or may request a hearing from the. Board of Appeals. APPEA.~: Appealed to Board of Appeals? [] Yes [] No Hearing date: Appeals Board Decision -- Approved? [] Yes Conditions [] No APPLICATION PAGE 4 OF 4 SECTION 6: AS-BUILT ELEVATIONS (To be submitted bv APPLICANT ~)efore Certificate of Comoliance is issued~ The following h:t'ormati0n must be provided for project structures. This s~ctiou must be completed bY a registered profes.slonal engineer or a licensed la~d surveyor (or attach a ~rtificafion to this application). Complete 1 or 2 below. Actual (As-Built) ElevatiOa of the top of ~he lowest floor, including basement {'in Coastal High Hazard Areas. bottom of lowest structural member of the lowest floor, excluding piling gad cdittmns) is: FT. NGVD (MSL). 2. ' Actual (As-Built) Elevation of floodproo£mg protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above im'ormation is at the risk of the Applica.ut. SECTION 7: COMPLIANCE ACTION (To be comoleted bv LOCAL ADMINISTRATOR~ The LOCAL, ADMINISTRATOR will complete this section as applicable based on inspection of the project to easure complia.uce with the commtmity's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES.'? I-I YES [] NO DATE BY DEFICIENCIES'?. l-I YES I"l NO DATE BY DEFICIENCIES7 [] YES r'] NO SECFION 8: CERTIFICATE OF COMPLIANCE(To be comnle~ed bv LOCAL ADMINISTRATOR] Certificate of Compliance issued: DATE: BY: .SURVEY OF LOT 0 "MAP OF E3RIONN~LOID BY' THE .~EA" FII_EP AUC_,=U~T 22, Iq-/'~ FILE No. 6'/11 51TUATE-. P__.AST MARION TOINN: 5OUTHOLD 5UFt=OLt~ COUNTY, Nh" SURVEY'ED: JULY' q, 200/5 FOUNDATION LOGATION: JULY Ii!3, UPDATE: MAY' 2'7, 2OIO .SUFFOLK GOUNTh' TAX # IOOO - 2~3 - I - 14.1 ~)FFOLK C, OUNTY C~EPT. OF HEALTH I;~.EF. # RIO - 0/5 - 010~ ODGA Ti~NF. DIOS ~OUT~ BAY ABSTraCT, he. ]NlgURANC-~ COAFORATAON LOT 4 NOTES: AREA = 1.7,2/54 ~ OR I..71 AC, RE5 FLOOD ZONE FROM FEI'IA FLOOD IN~NC.E RATE MAP NO. ~f~IO~.,OO,e,4H t;~EVle,ED E, EPT. 25, 200'::1 -.< RI\:b~Rt{}£,,\I), '~ J lgOI 369-8288 Fax 369-8287 REF C:\l)ocumcm~. :md Setfings\O'e, ner\My Documents\My l)ropbox\0g\08\08-168 stake pool and pool house.pro OP, APHIC, .5~ALE I"= 50' SURVEY OF LOT 6 "HAP ~ ~.~IONN~LOID tD¥ THE E:,EA" FIL.EP ~T .2.2, Iq"/~, FILE No. 6"/11 SITUATE; EA.GT PfARION TOINN: .50UTHOLD 5UF:F:OLK COUNTY, NC' c------------------~RX/L:'T~D: JUL`K q, 2OO~ FOUNDATION LOCATION, JUL,K ID, 2OOq UPDATE, HA,K 2-/, 2OIO, ..JUNE 14, 2OIO .JUL,K 15, 2OIO, AUG-U~T IO, 2OIO .EAFrff=OLK C..OJNT~ TAX # I000 - 2D - I - 14,1 - .GUFFOLK. COUNTY DEPT. OF HEALTH ~.~ P~F. # RIO - 08 - OIOD ODOA 'rBIqF~)IO~ 5OUTH BAY ABEtS&CT, Inc. LA~,r~']~i~.S 'l'.r l'LiR. ELEc,- LON® N~0'~,25.E AUO.3 .~ 2010 AREA: 1"/,2~,4 ~ OR I.-/-/ ACRES FLOOD ZONE FROH FEHA FLOOD INSURANCE PATE HAP NO. ~::qO~_xOO64H REVIewED SEPT. 25, 2ooq DR'KW, ELL LOCATIONS AS P~R BUILDEr. ISLAND SOUh 245.26' - RECEIVED AU~ 1 i~ 2010 SUFF. C0. HEALTH SERVICES ~.0~TICE OF WASTEWATER MGT. / / 5 47.5 ~ - - JOHN C, EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.C:\Documents and Settings\OwnerWIy DocumentsWly Dropbox\08\08\08-168 final map.pro E, EPTIC DETAIL .SGALE I"=~' 'ltl3 N~R~O ~3d SV SXOIOD 'HSINIJ ]lsv~na ,,HD3J. 3188.]d. 38 O~ 1OOd JO HSINIJ ~OI~3~NI 3H10SNI &OH~ XIW ]llNfl9 znoz9 Aaa ~-t Jo 3avw 38 o1 ll3HS lOOd 3H& NOI~ISNV~ ~V ~OJ ~3~NiD NO .9 '~OO33 ONV ~IV~ ~OJ ~3~N3~ NO 0 5V) O30~D 3J~ ~O Q311dNDO~ 38 Ol ~lOS '~3dO~d NO ~3~ 38 O1 1105 ~ QNV 5NOI~VDIJIDid5 NDISiQ ~3AO ~OOJ ]NO ~tLVAV)Xt 38 OL 1OOd DNIWI~ ~n~o ~o~i ~s~o '!sd 000E NVHI 5531 ON 38 O~ ~ ~IDVdVD IIOS 'NOI&D~3~NOD O$ 3Ol~d SNOIIIONOD llOS XdI~3A O1 'D'D ~ :S3~ON ' I I , , , m fl ~ ~ ~ ON3 d33Q ,9 : ON3 &OI]VH5 ,E ~ ~ ~ ~ ' , ~ ~ I t ~ / I ~ III IH _ IH ~ Il_ II III ~ I I I I I I I I I ON3 d330 19 ON3 A~OllVH$ ,E ~ = I I I I I I I / I ~ III II1_ Itl I1_ II III ~ ,.o.,,.o,,~, +,. LONG .,,~,,,.~,,.~,,o .,.,o,,,, .,,,,,,,,~ 0.,. ,c,,~, ISLAND ~"cu~' SOUND SUFFOLK COUN~ TAX MAP No.: '""~'°~""'~"*~' .,,.o.., ,~,~.,..o...~,.~o.~.., 1000-23-1-14.1 INSTALL ST~W BALES AND SILT FENCING AS ~ w LAND OF THE STATE OF NEW YORK OCCUPANC'~ 0 USE IS UNLAWFUL ~, WITHOUT ~:"m'ED C; ,OTED 0 ~ ~o 1. FOIJt;DATtOII - ~'~ 8' ':~'(';'/ ALL CO¢iSTRUCT~ON SHALL MEET ~HE ?. J",' REQUIREMENTS OFTHE CODES OF NEW ,' ,' ,* 81DEWALK YOR[( STATE. NOT RESPONSIBLE FOR :'., ;'., ~ DESIGN OR CONSTRUCTION ERRORS. i (VACANT) ~ ~ ~ ~ 25' WIDE R.O.W. , ~ ~'~w~t~r~---'-'-""'--'"-"' PER FILED MAP ~Ko~ ~'~/ ,,' ,~,~] (VACANT)SITE P~N ~o,~,,.o~,,.with','~ ,,,,;"~ FRAMING UNTIL SURVEY ['~ ~~ ~ D~: MH/MS SCALE: 1" = 20'-0' OFFOUNDATI~LOCATION~ ~:] ~~,~ sc~[~: ~"=20' MEET CODES THE OF REQU NEW ):~: ~OLK' :,.;"r ~STATE. 0~)~'}~. PURSUANT TO ~ ~bb ~ou CCMF LY WlTff CHA OF THE TOWN 60DE, FLOOD DAMAGE RRE' SOUTHOLB TOWN CC EAST ELEVATION SCALE: 1/4": 1'-0" NORTH ELEVATION ..... SCALE: 1/4" = 1'-0" EXISTING GRADE EL, 1¢' EL. B' ] WEST ELEVATION SCALE: 1/4" = 1'-0" SOUTH ELEVATION SCALE: 1/4" = 1'-0" !L, 10' REX/IS[ON8: 4'-6" , 23'-0' , 4'-6" , -r 32,-0,, I - - , ! ,-,,~XE-~/~,~ L / % ~. ~-,/~-,,~ ' ~ ~ ] ~ ...... m~ X I ~ % o~¢ ~ ~ .......................... T ............ I ~ D I ~ ~OOF) ] ~ I ~ ', : ~ / ..... ~ ~-~/~1 / ~¢ ,, ¢ ~ III ~~NH~ATm POOL HOUSE I : / *'-~ ~ ~ % III ~~~ ~¢~,,~ ~ ~o-o [ ~2'-o" / ~,_~,, ....... RUUFZI~g ~TH-ALTE~ATIVE: 5/8 CDXSHEATHINGW/30~FELTUNDER~YMENT USEICEAND J S~LE. 1/4 =1-0 ,:.~. ' ..... ' ' . .... SCALE ~/4'- ~l.nl ~ALM, aONTROLflOINT¢SHOULDBENOLEf/THANONE-FOU~THTHE ~ ~((~¢E ~ ¢~S=~ ~LL~N b TO .iTHiN 1,, OF T H E $ URFA C E O F TH E. II ~I' SCALE: 1/4" = 1"0' OT~E*~ISENOTED. ALLOPENINOSOVE&SFT, TOHAVE=JACK~UD~ SLOPE" 1/4" PER FOOT PITCH TO DRAINT~pHOUSE SEPTIO SYSTEM PLUMBING SCHEMATIC I o~oL~%~ ~, 4 CONC $~ (REINFORCED) WIND-BORNE DEBTS CROTE~ION FOR WOOD STRU~U~L PANEL 32'-0" 32'-0" 23'-0" 4'-6" T~2032 12'-0' 12'-0" 9-1/2 (3) 1-3/4×9-1/2 ML HDR ML HDR, I 23'-11" ETORAGE I r-'- ~ - ,,,,-'-1 I ~N,~ATED ~OOL,O~S~ CATHEDRAL CEILING BATH CNSTALL CERTIG~bE '1 ?DAR SHINGLE ROOEING. TO BE IN~ALLED OVER 5/4X3 SPF l/' h-I,i ] ,'i. .. , ~ i , _ _ r ~ , - .. ROOFING LATH, ALT~JqATIVE: $,8 CSX SHEATHING '91/, 30# FELT UNDERLA¥~ENT. USE ICE AND- ' _ L ~ ' /. (2X4) SCALE: 1/4" = 1'-0' G PRO]E~ NORTH" 1 , ': ' ~~, P~N NOTLE$~TMAN,.UPTHEROOF,LOPETOAPOINTE~UAL]NHEIGMTTOTHE ' -' I ' ' ' FOUND 3" ID ROOF VENT HOUSE SEPTIC BYSTEM TRAP FLOOR PLAN SCALE: 1/4" = 1'-0' ~ PRO]ECT NORTH HALF BATH] SLOPE" 1/4" PER FOOT PITCH TO DRAIN iNTERSECTIONS AND SPLICED JOINTS, ANCHOR BOLTS ARE TO HAVE A PLUMBING SCHEMATIC N.T.S. oo CA O G (L~ THAN 4'-D~'-O" OPENING) WIND-BORNE DEBITS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE ~609,1,4~ N,Y,S, RES, CODE: ALTERNATIVE FOR OPENING PROTECT[ON (IF NOT USING IMPACT GLAZIN~I t,,IAY - 5 2010 I~l BLDG. BEPI. TOWN OF SOUTHOL~ ELOOD VENT CROSS SECTION SCALE: 1/4" = 1'-0" I WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS KING STUDS RAFTER ~ WALL STUD - BATHTUB ~ 1ST, ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS . ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BDT, PLATE OF 2ND FLOOR AND TOP 2ND. ADS5 ANCHOR PLATES OF 1 ST. FLOOR. CONNECT THROUGH ALL OPENING8 LSTA12 1-1/4"xl 2" 20ga STR~ APPLY TO EACH JACK STUD ROOF LSTA24 %1/4"x24" 20ga. STRAF ~PLY OVER RIDGE TO EACH RAFTER 2xG-2x8 LS26 18ga. SLOPE HANDER ~PPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. FOR JOIST NOT DIRECTLY UNDER P~ALLEL WALL,, PROVIDE FHEFLOORSTOEACHOTHERW/THREADEDROD. ALLOPENING~ RT3ORRT7 ~DOWNANCHOR ~PPLYTOEACHCRIPPLESTUD 2X10 LS210 18ga. SLOPE HANGER ~PPLYTOEACHRAFTER/LBDGER ELOCKING~24OC WALL STUD ~ , THROUGH-ROOF EXHAUST / '" VENTS SELECTED AND ~~OCATED BY CONT~CTOR ~~ ~ CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD O ~CHfMNEY AS REQUIRED FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION , ~ / ,_ ~/ ROOFINGTOAVOID SOAKING WALL STUD NOT LESS THAN 1'150 OFTHE AREAOF ~ ~ GU~ER INSTALL 4'0" C.C. ~.' ' '. THE SPACE VENTI~TED. ALL OPENINGS WOOD GIRDER ~ 4"- 8" L'T~4 1d/4"x'4" ,0ga. ,TRAF AND ,ACKSTUD, ~ ~ /~ ~ ~. 8HALL ,, COVERED WITH CORROSION- 6~S ~:NT,N. SCREENED VENT ON ALL OPENING8 .' PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH OFFfT / E~. PLYWOOD INSTALL 4'0" C.C. ' ~ ~ ~ /~ / FLASHING TO FOR~ CHANNEL LOOATION USP NUMBER DESCRIPTION APPLIOATION OPENINGS OF % INCH IN DIMENSION. 5OFPiTED 8"- 14" LSTA30 1-1/4"x30" 18ga. 8TRAF AND JACK 8TUB8 % ~ ~~ AND SO AS TO MAINTAIN AIR ON ALL OPENING8 ~ ~/ ~ G~ TO PREVENT OAPIL~RY 4.. 6. RAFTER RTl O 10-3/4" x t 8ga. ~DOWN ANCHOR CONNECT TO INST~L 4'0" C.C. ~OOF ~ENTIL~TION / OVER ~EaR~NS WALLS EACHRAFTER 5OFFITE~ E~E DETAIL ON ALL OPENINGS : G NAILS OUT ~ . ~ BAS~ FLASHING WRAPS CORNERS. I ~FTER O RIDGE CAP OF SAME s UNDER SHINGLES AT ~ MATER~A[ AS ROORNO WOOD JOIST , ,I . . ,.. ~:~ ANCHOR BOLT CONNECTION USEWITH3x3SQUAREWASHERS(usPLBPS58ORBP583) SIDESANDTOP DRAIN TILE~-- F ~/ r ANCHOR BOLT CONNECTION =OUNDATION 5t8" DIA. ANCHOR BOLl ~ {CRAWL SPACE OR FOUNDATION) I STORY 72" CC ~PICAL CONC. FOUNDATION. APPLY PILASTER, BILL PLATE TO FOUNDATION T~PIC~L WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3"STEELCOLUMNANCHOREDTO24"x24"x12"CONC. FTG. {CRAWLSPACEORFOUNDATION) 2STORIES 36"00 5TELL / ~OTTOH ~E~IN~ (SLAB_ON.G~DE) 1"2 STORIES 57"OC ~OOF J~O~5 4 MENT~ ~ET~[L 6x6 t 0/18 ~M GAragE , O JOIST ~ % FOR "LOCKOUT = STEEL ~EAM f [ ' FWO -- i'~ ~ ~ ~ ' ~ ', ; ; STEELBEAMTOALLOWFORSHRIN~GE ,/ , :;' ~ ~ NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM , ~' ' ~,,.~, ~ ~ ,, } ~j' ~m~m~ n~ FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O.C, 4" - 8" LSTA3S %1/4"x36" 1Sga. STRAP AND JACK STUDS 3N ALL OPENINGS iNSTALL 4'0" C.C. 8" - t6" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS 3N ALL OPENINGS ANCHOR BOLT CONNECTION :OUNDATION 5t$" DIA. ANCHOR BOLl ~UPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION {CRAWL SPACE OR FOUNDATION) I STORY 72" CC BILL PLATE TO FOUNDATION 2 STORIES 36" CC {CRAWL SPACE OR FOUNDATION) WALL BOTTOM PLATE TO FOUNDATIOI 1-2 STORIES 57" CC (SLAB-ON-GRADE) KING STUDS I (~ ENDWALL CRIPPLE STUD ~ - ~) RAFTER -- WALL STUD - · ' HEADER LEDGER SIDEWALL 1 ST, ADSS HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS -' / ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SLOE OF ALL CORNERS ON LOCATION USP NUMBE~ DESCRIPTION APPLICATION ILOCATIONlUSP NUMBERI DESCRIPTION APPLICATION ~AFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BDT, PLATE OF 2ND FLOOR AND TOP 2ND. ADS5 ANCHOR PLATES OF 1 ST. FLOOR. CONNECT THROUGH ALL OPENING8 LSTA12 1-1/4"xl 2" 20ga STR~ APPLY TO EACH JACK STUD~ lROOF LSTA24~%1/4"x24" 20ga. STRAF ~PLY OVER RIDGE TO EACH RAFTER 2xG-2x8 LS26 18ga. SLOPE HANDER ~PPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. FHE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENING~ RT3 OR RT7 ~DOWN ANCHOR ~PPLY TO EACH CRIPPLE STUD 2X10 L821~ 18ga. SLOPE HANGER ~PPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING ~24"OC ~%~ THROUGH-ROOF EXHAUST ~ "~ VENTS SELECTED AND METAL STRAP ~~ ~ CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD O ~CHIMNEY AS REQUIRED SILL PLATE(S) ~) I , WALL SHEATHING RAFTE~5 MAINTAIN " ~ ' ' FINISH WALL AND MOISTURE ~ 2x4 LEDGER BLOCKING STAPPING TO BE A~ACHED TO WALL STUDS ~48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS ~ / AT WALL-- MAINTAIN GAP , A~IC SHALL BE PROVIDED WITH A ,, ~ ~ ~ ~ ~ FASCIA % /~ / BE~EEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION .> / ,_ ~/ ROOFINGTOAVOID SOAKING WALL STUD NOT LESS THAN 1,150 OFTHE AREAOF ~ ~ GU~ER INSTALL 4'0" C.C. ~, ' ' , , THE SPACE VENTI~TED. ALL OPENINGS WOOD GIRDER ON ALL OPENINGS / PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH OFFfT / E~. PLYWOOD INSTALL 4'0" C.C. ' ~ ~ ~ /~ / FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS Of % INCH IN DIMENSION. ~OFFITE~ E~VE 8"- 14" LSTA30 1-1/4"x30" 18ga. 8TRAF AND JACK STUDS % ~ ~~ AND SO AS TO MAINTAIN AlE ON ALL OPENINGS ~ ~/ ~ G~ TO PREVENT CAPIL~RY 4" - 6" RAFTER RTl O 10-3/4" x t 8ga. ~DOWN ANCHOR CONNECT TO INST~L4'0"O.C. ~OOF VENTIL~TrOH / OVERBEARINGWALLSANDHEADERS 14"- 16" LSTA36 t-t/4"x36' 18ga. STRAP AND JACK STUDS 8"- 12" RAFTER RT2~ 21-1/8"x 2Pge, ~DOWN ANCHOR CONNECT TO EACHRAFTER 5OFFITED LAVE DETAIL ON ALL OPENINGS ; G NAILS OUT I ~ ~ ~ ~ ROOFI~G~PSBASE ~ ~ I ~ BASE FLASHING WRAPS CORNERS, ~FTER O RIDGE CAP OF SAME S UNDER SHINGLES AT MATERIAL AS ROOFING / ~ ~ ~ ~ ~i~'~TINCHESANOLAPS NAILED TO SHEATHING SHINGLES AT EASE MIN. 4 INCHES THROUGH VENT WOOD JOIST , AND ALL WINDOW/DOOR OPENING JACK STUDS ~ETAL FLASHING At ALL EAVES, 51~E~ALL~, WALL STUD I --~':' . . ,.. ~:~ ANCHORBOLT CONNECTION USE WITH 3x3 SQUARE WASHERS(usp LBPS58 OR BP583) SlDES AND TOP {CRAWL SPACE OR FOUNDATION) I STORY 72" CC ~PICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION T / WHERE NEEDED FOR STRUCTURAL BRAC~NG. MIN. 3"STEELCOLUMNANCHOREDTO24"x24"x12"CONC. FTG. (CRAWLSPACEORFOUNDATION) 2STORIES 36"OC 5TELL / ~OTTOM ~EA~IN~ / / (SLAB-ON-G~DE) 1-2 STORIES 57"OC ~OOF JACk5 4 VENT~ DET~[L COMPACT FILL ~ ~ m DOO~ I USE 2X8 ~ ~ FOR "LOCKOUT = STEEL ~EAM ATENDAND ~ ~' ,,. q I/2 ,., ~ . F ~ ~ FWO . ,'~ ~ ~' ~ ', ; ; STEELBEAMTOALLOWFORSHRIN~GE = I= ~ ' ,' ~ ~ im~mEim~mlEitE SUBFLOOR / ,/ , :;'~ ~ NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM , ~ ' ~ , ,'~' ~ ~ ', ~ ~j' " ~~REINFOROINGBAR .~ ,~ REINFORClNGBAR "'~SHEETMETAL/30~FELTUNBERBEAMATPOINT X ~', REINFORCE FOOTING WITH (2)~ REINFORCING BARS. URFACE FOR WOOD BEAM ~E DOO~ ~LOCKOUT I ; J .. NOTCH EQUALS 1/4 DEPTH OF BEAM 12" '~.~, !i '~ ' ="~'" OF CONTACT WITH CONCRETE OR CONC, BLOCK TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) ~4 REINFORCING BARB THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ~,.~ :,H; iM; MT:ML;;~;~NEGAMs U RFAC E F O R WOOD B E AM REINFORCE FOOTING WITH (2) ~ REINFORCING BARS. O~RA~E DOOR t!SLOCKOUT ~ ~ mA,.,,,~. Mu / MS SCARE. NTS I I~EAM POCK. ET ~o~ Alld[ 29, 2010 WIND FRAMING NOTES NAILING SCHEDULE PL ,N CONTENTS.. 1). RIDGE-TO-RAFTERASSEMBLY:ROOF FRAMING:occupANcY CLASSIFICATION RS RESIDENTIAL 1-1/4" x 20 gouge strop sholl be attached to eoch pair of rafters in occordance to table 3.4. ! NAIL NAiL ~/henacollartleisused[nleuofa ridge strap, thenumberofl0dcommonnailsrequired JOINT DESCRIPTION QTY. 5PACING NOTES BUILDING USE RESIDENTIAL CONSTRUCTION NOTES: neachend°fthecollartieneednotexceedthetabukatednumberofBdnailsinthestrap. RAFTERTO 5' WALL: 3-Bd COMMON EACH mUlLDING HEIGHT (SEE PLANS) t). The informofion within this set of construction documents is relotad to basic design ~). RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10' WALL: 4-8d COMMON RAFTER TOE-NAIL TOTAL 5~. FT. OF CDN~Tf~UCTION (SEE PLAN~) intent and framing detalia. They are intended as a construction aid, not a substitute _ateral froming and sheor woll connections for rafter, ceiling or truss to top plate sholl be in CEILING JOIST 8' WALL: 3-8d COMMON EACH TOE-NAIL for generally occepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10' WALL: 4-8d COMMON JOIST State building codes. The General Contrsctor is responsible for providing standord or trusses sholl be attached to the wall top plate and the walt top plote shall be ottoched to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CR[[TERIA =RE$CI~IPTIV'E A5 PER N.¥.5. RE~IDENTI.~L CONSTRL~CTION CODE AND construction details and procedures to ensure a professionolly finished, structurally the to the woll stud with uplift connections. Roofs overhanging the rake side ef the building PARALLEL RAFTER WFCM - SBC LAP NAIL 2OO~, 5EsC NIGH LUIND EDITION, ~JOoD FRA~1E CON~TRLICTION P1,~NUAL sound and a weatherproof completed product, shall be connected with uplift connections in accordonce with robie 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEP1ENT5 AS PEF~ FLOOR PLANS, CF~O$~ SECTION AND GENERAL NOTES 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC LAP NAIL E)<T. ESALCONIE5 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECK5 40 These codes are to be considered as part of the specifications for this building and accordance with table 3,3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM. SBC END NAIL ATTiC~ LU/C~ ~TORAGE I0 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE accordance with table 3.3. TO RAFTER 2 - 8d COMMON ,4TTIC~ ~u/ 5TORAGE 20 3). Dimensionsshalltakeprecedentoverscaleddrawlngs. END NAIL ' DESIGN LOAD CALCUL..4TION~ ROOF (GRO[JND 5NOLU LO.D) 20 (DO NOT SCALE DRAWINGS). 4), WALL ASSEMBLY TO FOUNDATION: RIM BOARD EACH END (LIVE LOAD5 PBFJ TO RAFTER 2 - 16d COMMON First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift END NAIL ROD~ (OTHE~ THAN SLEEPING) 40 4).Thedeslgnerhasnotbeen engaged forconsthJction supervision and assumesno connectars. Steelstraps shallhavea minimum embed,mentaf7inchesin concreteWALL FRAMING: (SLE ,NG responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry bl,ock foundations, or lapped under ST.AIR5 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL I 40 ~recautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts, Anchor bolt QTY. SPACING NOTES GALIRDRAILS (ANT DIf~ECTION) 2OO specific use expressed or Implied in the use of these plans, spacing is to be spaced and sized in accordance to tablle 3,2a. In addition to spacing, TOP PLATE TO PER FACE NAIL EXPOSURE CATAGOf~¥ (DESIGNED FOR~ CAT. C) anchor bolts are to be spaced between 6-12 inches rra~m the end of a sill plate and all TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: I LOAD F~ATH ~EE CDN.~TRUOTION AND~JIN~ PATH CONNECTION 5). Refer to the Window and Door schedule for extedor openings, corners. TOP PLATES AT JOINTS FACE (~OOF - FOUND~tTiONJ DETAIL pAGE ~ ~ENEf~AL NOTE ~). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5), TYPE I EXTERIOR SHEARWALL CONNECTIONS:' INTERSECTIONS ¢ - 16d COMMON EA. SIDE NAIL NAILrNG SCHEDULE SEE GENERAL NOTE PAGE 3r exceeds menufactura's specifications and applicable codes. Type I exterior shear wails with a minimum of 7/t 6 inch wood structural panel on the extedor STUD TO 24" FACE EGRESS 5EL FLOOR PLAN5 ,~,ND ~JINDOIU SCHEDULE attached with 5d common nails at 6" o,c. at the panel edges and 12" c.c. in the fie~d, and STUD ~ - t6d COMMON C.C. NAiL ?), The General Contractor is to consug with the owner for all built-in items 112 inch gypsum wallboard on the interior attached with 5d cooler na~ls at 7" o,c, at panel HEADER TO t 6" C.C. FACE PIriE PROTECTION ~uch as bookcases, shelving, pantry, closets, trims, etc, edges and t0" c.c. in the field shalt be in accordance with the length requirements specified HEADER 16d COMMON ALONG EDGES NAIL ($PIOK. E ,~ CO2 DETECTORSJ ~ SEE FLOOR PLANS ;n table 3.15a-b. TOP OR BOTTOM 2- 16d COMMON PER 2x4 STUD END TR[J~ ~ESIGN N/A - 5T~,ND,4RD STICK FRA~1E CCNSTR~JCTiCN 8). Wind Icad requirements ahafi be taken into account during construction. PLATE TO STUD !3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATION5 ~). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES:Yype fiexteriorshearwallsshallmeettherequlrementsoftable3.15a-bfimestheappropriata PER FACENAILCLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1). The General Contractor and Meson to review plans, elevations, details and notes to ength adjustment factors in table 3,16. FLOOR JOIST, BAND JOIST, 2 - t 6d COMMON END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 GROUND WIND SEISMIC FROST WINTER ICESRIELD I determine Intended heights of finished floor(s) above typical grade. ?). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMIN G: s,ow SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 2). All footings to rest on undisturbed (virgin) soil. ~,fiowable sidewall lengths provided ~n table 3.14 shall be permitted to be increased when i LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS ntarior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL 3). Provide 1/2" expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. QTY. SPACINGI NOTES 20 LBS. '120 B SEVERE 3 FT. I MODERATE SLIGHT TO JOISTTO; PER TOEI TOHEAVY MODERATEi t~ NONE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAiLROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON EACH TOE de installed with #5 re-bar, 18" long at t2" o.c.. Use approved epoxy for installation. 3.5. END NAIL SHEATHING LOCATION NAIL SPACING qAIL SPACING AT INTERMEDIATE 5)~ Unless ctherwfse noted, all slabs on grade to be 2500 p.s.i.. Concrete to be BLOCKING AT PANEL EDGES i SUPPORTS IN THE PANEL FIELD NOTES ~eured on 4 inch thick sand or gravel fill with 6x8 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: TO JOIST 2 - 8d COMMON EACH TOE END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C 8d COMMON @ 6" O.C. SEE NOTES: t,3 .obemnmum 3-t/2 rich thick. AIl fllto be compac ed 095~raa vedenstyw~h Wherea rldgeisto be used as astructural beam, the rafters shall either be notched and SLOCKING TO: SEE NOTES: 1 (BOTH FIELDS) ~" maximum lifts (layers). anchored on top of the beam or slope connectors shaft be attached to each rafter-to-ridge SILL OR TOP PLATE 3 - 16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C 8d COMMON @ 12" O.C, BLOCK NAIL I NOTE: 2 FOR PANEL FIELD along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE 3ABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C, 8d COMMON @ 4" O.C. SEE NOTES: 1,3 ~). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one agached with the above requirements. 3 - 16d COMMOh JOIST NAIL ~x16 cast iron foundation vent for every 150 sq. ft. of area. TO BEAM 7).DamppraofextadoroffoundationwghbituminouscoatlngaspersectionR406efDECK AND COVERED PORCH NOTES: JO,ST ON LEDGER PER TOE NOTES TO BEAM 3- 8d COMMON JOIST NAIL THESE NOTE8 ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. q.Y.S. Residential Construction Code. A 6-md polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #'~ ACQ pressure treated lumber, BAND JOIST :he below grade portion of exterior walls prior to bacldTlling. All fasteners, hangers and anchors to be galvinlzed or stainless steel. TO JOIST ] - t6d COMMON PER END JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8). Drainage as per section R405 of N.Y.S. Residential Construction Code. 2). Girders for deck joints to be bolted to each post with washers and nuts, SAND JOIST TO: ~ - 16d COMMON FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper' steel connectors anchored Sill OR TOP PLATE FRAMING NOTES into concrete with a minimum 1/2" die x 7" long anchor bolt with washers and nuts. ROOF S H EATHIN G: Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss fram ng members with G>0.49. 1 ). Ali framing techmques and methods as prescriptive design of 2006 SBC High Wind 3). Pos s supporting girders shall be anchored to a 12"x'12"xl 2" thick concrete footing. JOINT DESCRIPTION NAIL NAIL For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 5 inches o.c. Edition Weed Framing Construction Manual, Use a minimum 1/2" die x 8~ long anchor bolt with washers and nuts, Footings ShaJl be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter / truss framing members with G>0.49. For 2). Unless otherw se no ed, a framing and structural wood material to be #2 + BTR. below grade, Porches with covered reefs shall have 12" die, concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 3.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. ~). Deck joists to have blocking at 8'0 o.c.. CEILINGSHEATHING:SHEATHING LOCATION AT PANEL EDGES I SUPPORTS IN THE PANEL FIELD NAIL SPACING 'qAIL SPACING AT INTERMEDIATE I 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5), A minimum of 10 inch flashing shall be installed betWeen the building and ledger, NAIL NAIL NOTES otherwise. JOINT DESCRIPTION .edger to be fastened to building with ~/2" die, bolts with~ washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON @ 6" O.C 8d COMMON @ 12" O,C. SEE NOTES; t, 3 ( BOTH FIELDS) 4). Unless otherwise noted, a bearing wall headers to be (2) 2xl g #2 + BTR. Doug. Fir. ,where needed, GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD Bearing wall headers to have (2) jack studs and (2) full length studs on each side of al~ 6), Concrete piers shall be a minimum 6" above grade, WALLBOARD 5d COOLERS 10" O.C. FIELD INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ t 2" O.C. SEE NOTE: 3 openings, LVL headers to have (3) jack studs and (2) full length studs on each side ofWALL SHEATHING: openings. Bearing wall window sills shall also have (2) window sill plates fer 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchoredNOTES openings between 4't and 6'0 and 2x6 wall openings between 5't 1 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL and blocking where applicable. QTY, SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, 5). All flush beams/headers to be installed with heavy duty galvinized hangers and 8), Covered Roofs shall be assembled and anchored the same manner as a typicar building, STRUCTURAL ~,S PER TABLE 3.g f ). For wall sheathing w~thin 4 feet of the comers, the 4 foot edge zone attachment requirements shall PANELS 8d COMMON WFCM. SBC be used. anohors where applicable to all connecting joists. PL U M BI N G N aT E S 7/~ 6. OSB 3" o.c. EDGE 5). Double up floor joists under walls that run parallel to the floor joist and under bathtubs, t ). All water supply, drainage and venting te be installed as per N.Y.S. Residential PLYWOOD 5d COMMON g" O.C. FIELD 2), Tabulated 12 inch o,c, nad spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be vedfied for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49, For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 5d COOLERE 10" O.C. FIELD 7). Pravlde 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/or 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3), For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 9thor access openings unless otherwise noted (typicaJ), FLOOR SH LATHING: NOTE: 3). if wall studs, plates or loists are cut out during installation for any plumbing related work, NAIL NAIL Bi. Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Veri~ with the JOINT DESCRIPTION QTY, SPACING CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY #here applicable unless otherwise noted, state code and manufacture's recommendation for maximum hole size and spacing permitted, .~TRUCTURAL PANELS 0,, C.C. EDGE EXISTING CONDITIONS. MINIIMUM 3000# CAPACITY. a), Provide blocking/bridging in floorjoists at 8'0 o.c.. Use solid blocking in fioorjoistsHVAC SYSTEM NOTES1" OR LESS 8d COMMON 12. O.C FIELD 1>. PROVIDE 5/8" TYPE-X SHEETROCK FIRIE STOPPING AT 10'0 MAXIMUM DISTANCES Jnder all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safetyNOTES~ 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. FOR NON ACCESSIBLE AREAS. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as requlraments. 3). INSTALL I - Co2 DETECTOR IN ADDITIOIN TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONlY TO BE REFERRED TO IF , ~eeded. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY, ~tfc~n f~,O2.a, - PIt. REStOCkiNG F~E~IUlRED adheradwith PL400 adhesive and screwed tofloorjoists. Finished floorta be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, I). In cc, nc¢eled epece~ o~' e%uct ~ualle an,~ par'dtlcm,, Incluctln~ ~'urred apace,, at th~ cellln~ and richer 4). At op~nln~ ar~uncl v~n~a, ptp~ an~ ducts at c~[Itn~ anc~ floor I~ved, t~ racist the~ Pr~e OCCUF~ANC¥ CLASSIFICATION RS f~E~IDENTIAL tBUILDING USE RESIDENT}AL ~bELL!NG ~UtLDING HEIGHT (SEE PLAN~) TOTAL ~, FT, OF CON~T~UCTI~K (~EE PLAN~) GROUND WIND SEiSMiC FROST WINTER ICESRIELD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN MNDERLAYMENT FLOOD LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 20LBS. '120 B SEVERE 3FT. MODERATE SLIGHTTO TO HEAVY MODERATE ti NONE JOINT DESCRIPTION NAIL NAIL QTY. 5PACING NOTES RAFTER TO 5' WALL: 3-8d COMMON EACH TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAiL CEILING JOIST 8' WALL: 3-8d COMMON EACH TO TOP PLATE 10' WALL: 4-8d COMMON JOIST TOE-NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JO~ST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SBC END NAiL BLOCKING EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD EACH END TO RAFTER 2 - 16d COMMON END NAIL SHEATHING LOCATION NAIL SPACING qAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS iN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C 8d COMMON @ 6" C.C. SEE NOTES: t,3 INTERIOR ZONE 8d COMMON @ 6" O.C 8d COMMON @ 12" O.C, SEE NOTES: 1 ( BOTH FIELDS NOTE: 2 FOR PANEL FIELD 3ABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C, 8d COMMON @ 4" C.C. SEE NOTES: t,3 JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES TOP PLATE TO PER FACE NAIL TOP PLATE ~ - 16d COMMON FOOT SEE NOTE: 1 TOP PLATES AT JOINTS FACE INTERSECTIONS ¢ - 16d COMMON EA. SIDE NAIL STUD TO 24" FACE STUD ~ - t6d COMMON C.C. NAiL HEADER TO t6" C.C. FACE HEADER 16d COMMON ALONG EDGES NAiL TOP OR BOTTOM 2- 16d COMMON PER 2x4 STUD END PLATE TO STUD ) - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: FLOOR JOIST, BAND JOIST, 2 - t6d COMMON PER FACE NAiL END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 JOINT DESCRIPTION NAIL NAiL QTY. SPACING NOTES JOIST TO; PER TOE SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAiL BRIDGING EACH TOE TO JOIST 2- 8d COMMON END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3- 16d COMMON BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3- 16d COMMOF, JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3- 8d COMMON JOIST NAIL BAND JOIST PER END TO JOIST ~- t6d COMMON JOIST NAIL PER TOE NAIL BAND JOISTTO: 2- 16d COMMON FOOT SEE NOTE: Sill OR TOP PLATE JOINT DESCRIPTION NAIL NAIL QTY, SPACING STRUCTURAL PANELS 8d COMMON ~,S PER TABLE 3.g WFCM - SBC 7/t6" OSB 3" C.C. EDGE PLYWOOD 5d COMMON g" C.C. FIELD GYPSUM 7" C.C. EDGE WALLBOARD 5d COOLERE 10" C.C. FIELD