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Home My WebLink About36236-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 6/16/2011 CERTIFICATE OF OCCUPANCY No: 34997 Date: 6/16/2011 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 17327 Route 25, East Marion, NY 11939, 2 SCTM #: 473889 Sec/Block/Lot: 23.-1-14.10 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore Lot No. filed in this officed dated 2/14/2011 pursuant to which Building Permit No. 36236 dated 3/11/2011 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 two car garage with storage above as applied for per ZBA #6407, dated 10/7/10. 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 132518 6/7/11 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36236 Permission is hereby granted to: Tenedios, Steve & Olga PO BOX 537 East Marion, NY 11939 Date: 3111/2011 mo~ CONSTRUCTION OF A NEW 2 CAR, 2 STORY, NON-HABITABLE DETACHED GARAGE. At premises located at: 17327 Route 25 (Main Rd.), East Marion, NY 11939 SCTM # 473889 Sec/Block/Lot # 23.-1-14.10 Pursuant to application dated To expire on 9/9/2012. Fees: 2114/2011 and approved by the Building Inspector. ACCESSORY ACCESSORY CO - ACCESSORY BUILDING Total: $583.20 $1oo.oo $50.00 $733.20 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 This application must be filled in by typewriter or ink and submitted to the Building Dep he following: Ill Itl dON -9 2 A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, s~eets, ~tnd unusual natural or topographic features. [ ' B[~G DE?[ 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 f4.~_). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant, lfa Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: Old or Pre-existing Building: (check one) House No. Street Hamlet Owner or Owners of Property: Suflblk County Tax Map No 1000, Section Subdivision ~i _ '~ ~- Permit No. Date of Permit. v~,. 1(~_ II Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~-'~, ~ Block ~, Lot Iq. [ 0 Filed Map. Lot: Applicant: '~ lx~ (~o-o,"X~..C'X ~"-'~ L.L (~. Underwriters Approval: Final Certificate: (check one) LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. 670 MIDDLE COUNTRY ROAD ST. JAMES, NEW YORK 11780 (631) 265-3075 Fax (631) 265-6057 Application No.: 132518 Permit Number: 36236 Block: Lot: Section Agent: Address: Owner: Tenedios Residence Address: 17327 Main Road Municipality: East Marion NY 11939 License#: OwnerPhone Agent: Double Pole Electric ~,' PO Box 130 Nesconset NY 11767 dp No. ITEM SIZE No. ITEM 10 Switches: 0 SubFesds: 15 Receptacles: 0 Timers: 4 GFCI Devices: 0 Transformers: 0 Dimmers: 0 ACEqulpmentCentral: 18 MedlumBaseFIxturss: 0 ACEquipmsntWlndow 0 FluroescentFixtures: 1 MotorsbyHP: 0 HID: 0 Generators: 0 RangeOvenCookTop: 0 WhirlpoolHotTub: 0 DryerElectric: 0 Microwave: 0 ExhaustFans: 0 WatarHeaterElectHc: 0 CeilingFans: 0 SmokeDetectors: 0 DW: 0 TrackLightlngStrip: 0 Laundry: 0 ElectricHeat: 1 HeatingEquipMotors: fhp 0 PumpMotor: 0 ExltSigns: 0 Disconnects: 0 EmergencySigns: 0 FutursOutlets: LOCATION OF WORK: [~ Basemen ~ FirstFIoor ["a SecondFIoo Comments Detached Garage Final 6-7-11 / Additions SIZE fhp Door No. ITEM SIZE 0 PoolsAbvBIo: 0 PoolslnGround: 0 Pools Filter: 0 Pools Lights: 0 CO Detectors: 0 Disposal: 0 Metal Halide Lamps: 0 RefrigUnita: 0 WalkinBox: 0 ExhaustUnit: 0 SteamShower: 0 BreadWarmers: 0 GarbageDisp: 0 CentralVac: 0 ChandelierLifts: 0 ElevatorLifts: * ' Addition [] Survey LJ New Const, [] Outside ~ OH [] UG [] Amp: Phase: i Volts: WireType: (~ Conductor # Meters: MemberLA,~l. Electrical Certificate Certi,cate No. LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. Certificate issued on: 6/7/2011 Issued to Tenedios Residence Address: 17327 Main Road East Marion Double Pole Electric PO Box 130 Nesconset NY NY 11939 i1767 132518 THIS CERTIFIES THAT OUR LOCAL DISTRICT INSPECTOR CONDUCTED AN iNSPECTiON OF THE VISIBLE PORTION OF THE ELECTRICAL INSTALLATION DESCRIBED HEREIN AND IS COMPLIANT WITH THE CURRENT NATIONAL ELECTRICAL CODE. IAEI Certified Inspector TOWN OF SOUTHOLD BUILDING DEPT. // 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAr,- ~ T' INSPECTION [ ] n~RE~s'r~rromesmuoT~e [ REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FO~ATION 2ND [ ] INSULATION [ ,,~ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]FIRERESlSl'ANT~ [ ]FIRERESlS'rANTI~NLq'RATIO. REMARKS: DATE / / INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]ROUGH PLBG. [ ] FOUNDATION 2ND [ ]INSULATION [~STRAPPING [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] FIRERESlST/iI~ITCONSTIIUClIOlt ,[/~RRERESlSTANTF~ElliATION REMARKS: ~~ ~- /'~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ~J~INSULATION [ ] FINAL [ ] fiRE SA~, ~ INSPECTION [ ] FIRE RES~TANT C0NSTRUCTK)N [ ] fiRE RESb'TAXT FENETRATN)N REMARKS:~~~__~ ' ~//~/~ ~) DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] IN~JL'~ON [ ,~ FINAL [ ] FIRE SA,..., ~' INSPECTION [ ] RRE RESlST, M/'r IT:NEI"RATION DATE TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined 'J "- ~ ,20 {I Approved 3 "'- [( ,20 II Expiration ~-- ? ,20 Iff'~ 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. Trastees Flood Permit Storm-Water Assessment Fom~ Contact: Mail to: ~I~/,~- ~C~,./',~'~7~''& Building Inspector Phone: APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS ,20 a. This application MUST be cmnpletely 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 promises 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 } 8 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building [nspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit 'shall be re(uired. 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 ail applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, ifa corporation) (Mailing address of applicant) State whether applicant is owner, lessee, age~ngineer, general contractor, electrician, plumber or builder Name of owner of premises S'~AJt~T~'/~{ /~__/]~/0 ~ (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: [ 7 3 7 House Number Street Hamlet County Tax Map No. 1000 Section Subdivision Z3 Block O [ Filed Map No. Lot Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. ,ntended nde and occ.pancy 3. Nature of work (check which applicable): New Building.-) ~' Addition Removal Demolition ~ Other Work Alteration Repair (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, ~mmercial or mixed occ,.~ancy, specify nature and extent of each type of use. /,cd-a,, 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 / Rear ~ /Depth _Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated g ~ ~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES ~ NO __ 13. Will lot be re-graded? YES__ NO ~/ Will excess fill be removed from premises? YES ~'/ NO__ 14. Names of Owner of premises '~A/~'gg,r ~ Address [g /~'.~P/~" v£/~.~ ~'~lJhone No. ~'/7 7 9 (- 7 ~ t o Name of Architect Address /'~-'~c~t~f¢?$?~'Phone No Name of Contractor ~'<::;/,~/TZ _T"Z,- Address 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES w/NO __ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES w/NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate tbundation 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 N"O',~ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF /t~,~,~Jt/-)tOt/~/s//-7~ ~ being duly sworn, deposes and says that (s)he is the applicant (Name of lndlwdual slgmng contract) above named, O~E D. BUSH N~ ~, ~ ~ ~ y~ (S)He is the ~C ~ ~. t (Contractor, A~nt, Co,orate Officer, e c.) O~m~ ~ ~,114, 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 tree 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 thi& I ':::5 '-~ day of {~'kf, TkA. a.~ 20 ~ } I~otary PuNic ~___/~nature of Applicant TOWN BUILD] TOWN SOUTH TEL: (6 FAX: (6 Southoli Examined ,20 Approved 20__ Disapproved Wc /~ Expiration ,20 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: Phone: Building Inspector APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS 0// a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. %' e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within I2 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 1S 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 regulations, and to admit ~~ --~"l~/~ } [ )iA~'~ ~ (Signature of applicant or name, if a corporation) , State whether applicant~, irs~x~a*~ect, engineer, general contractor, electrician, plumber or builder Name of owner of premises If app!icant is a corporation, signature of duly authorized officer (As on the tax roll or latest deed) (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 proposes[,work ,will be done: House Number Street 7~a¢¢ 0/9 Hamlet County Tax Map No. 1000 Section ~.~ Block / Subdivision Lot · Filed MapNo. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed 9on, structiori: i a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost Fee 5. If dwelling, number of dwelling units If garage, number of cars Addition Alteration Other Work (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7, Dimensions 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 8. Dimensions of entirs,.new construction: Front ,~" Height c;?-~ Number of Stories 9. Sizeoflot: Front ' ~-~ o Rear o2'~Y Rear Rear /.~L~ Depth .Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES 13. Will lot be re-graded? YES__ NO Will excess fill be removed from premises? YES__ NO 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. Is 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) COUNTY/? . O F~_~)S: /~'(X.~ _ _ff~ .'~,~f-/'"'"~' being duly sworn, deposes and says that (s)he is the applicant (Name ofindivid~al'signing contract) above named, (S)He is the ~g~nnt, 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 [ %7' dayof ,.._~-I//t'J~- 20 /O ,/ ~' Notary Public MAROARET O. RUTKOWSR! Signature of Applicant Notary Public, State of New Yo~k No. 4982528 Qualified In Suffolk Couniif _ ¢.~lmt~ion Expiree June 8, ~Jill M. Doherty, President James F. King, Vice-President Dave Bergen Bob Ghosio, Jr. John Bredemeyer Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 November 17, 2010 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Patricia C. Moore, Esq. 51020 Main Rd. Southold, NY 11971 RE: STEVEN & OLGA TENEDIOS 17327 MAIN RD., EAST MARION SCTM#23-1-t4.1 Dear Ms. Moore: The Board of Trustees reviewed the site plan prepared by Mark K. Schwartz, AIA last dated September 15, 2010 and determined the proposed detached garage landward of the dwelling to be out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) it is required. Please be advised, however, that no construction, sedimentation, or disturbance of any k~n~ay take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff and/or wetlands jurisdictional boundary, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary best management practices are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Jill ~D'oherty, P~reside~nt Boakl of Trustees JMD:lms PATRICIA C. MOORE Attorney at Law 51020 Main Road Southok~¢New York 11971 Tel: (631) 765-4330 Fax: (631 ) 765-4643 November 18, 2010 ~LDG DEPI. T0'!,'~: ,3~ ~,01JTitOLD Board of Town Trustees Town of Southoid Main Road PO Box 1179 Southold NY 11971 RE: STEVE & OLGA TENEDIOS PREMISES: 17327 MAIN ROAD, EAST MARION SCTM: 1000-23-1-14.10 Dear President Doherty & Board Members: With reference to the above and in accordance with last nights hearing, please be advised that we hereby withdraw our application for a garage as proposed on the site plan prepared by March Schwartz, AIA, last dated September 15, 2010 as approved by the ZBA. It was agreed that this structure is out of Trustees jurisdiction since the proposed garage is approximately 50 feet landward of Trustees jurisdiction. We hereby request a Letter of Non-Jurisdiction so that we may proceed with a building permit with the Building Department. Thank you. Very truly yours, Patricia C. Moore PCM/bp C: Steve Tenedios Mark Schwartz, AIA Town of Southold Building Department NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC'I~ERMIT NUMBER 1 ~4738-02846/00003 FACILiTY/PROGRAM NUMBER(S) PERMIT Under the Environmental EFFECTWE DATE January 15, 2009 EXPIRATION DATE(S) January 14, 2014 TYPE OF PERMIT · New [] Renewal [] Modification [] Pemfit to Cons~'uct [3 Perm/t to Operate [] Article 15, Tide 5: Protection of Waters [] 'Article 15, Title 15: Water Supply [] Article 15, Title I5: Water Transport [] Article 15, Title 15~ Long Island Wells rn Article 15, Title 27: Wild, Scenic and Recreational Rivers [] 6NYCRR 608: Water Quality Certifica- tion PERMIT ISSUED TO Steven & Olga Tenedios [] Article 17, Tides 7, 8: SPDES [] Article 19: Air Pollution Control [] Article 23, Title 27: Mined Land Reclamation [] Art/cie 24: Freshwater Wetlands · Article 25: Tidal Wetlands [] Article 27, Title 7; 6NYCRR 360: Solid Waste Manasement [] Article 27, Title 9; 6NYCRR 373: Hazardous Waste Management [3 Article 34: Coastal Erosion Management [] Article 36: Floodplain Management [] Articles 1, 3, 17, 19, 27, 37; 6NYCIGR 380: Radiation ConSol ITELEPHONENUMBER ADDRESS OF PERMii lgg PO Box 1196, Southold, NY 11965 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Mark Schwartz, Architect, PO Box 933, Cutchogue, NY 11935 631-734-4185 NAME AND ADDRESS OF PROJECT/FACILITY Tenedios Property, 17327 Main Road (Route 25), East Marion COUNTY TOWN I WETLAND # I NYTM COORDrNATEB Suffolk Southold Long Island Sound E: r4: DESCRIPTION OF AUTHORIZED ACTIVITY: Demolish existing structures; construct a new dwelling, garage, porch, decks, and pervious driveway; and install new septic system. All work shall be done in accordance with the attached plans stamped NYSDEC approved on January 15, 2009. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified and any Special Conditions included as part of this oennit. DEPUTY PERMIT ADMINISTRATOR: · Mark Carrara 11790 - 3409 AUTHOR/ZED SIGNATURE ADDRESS Region 1 Headquarters, SUNY ~ Stony Brook, 50 Circle Road, Stony Brook, NY IDATE January 15, 2009 Page 1 of 4 NEW YOPJK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS 1. During construction, concrete or leachate shall not escape or be discharged, nor shall washings from transit mix trucks, mixers, or other devices enter tidal wetlands and/or protected buffer areas. 2. Any debris or excess material from construction ofthis project shall be completely removed from the adjacent area and removed to an approved upland area for disposal. No debris is permitted in tidal wetlands or protected buffer areas. 3. All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetati°n (grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes first. Ifthe project site remains inactive, for more than 48 hours or planting is impracti0.1 due to the season, then the area shall be stabilized with straw or hay mulch or jute matting Until weather conditions favor germination. 4. if seeding is impracticable due to the time of year, a temporary mulch shall be applied and final seeding perf°rmed at the earliest opportunity when weather favors germination and grocah, but not more than six months after project completion. 5. A row of staked haybales Or other approved erosion control devices shall be placed as per the NYSDEC appr°ved plan, prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 6. Sanitary systems (bottom of the tank and leaching pools) shall be located a minimum of 2' above seasonal high groundwater.. 8. To protect the values ofthe tidal wetlands, a 50' wide permanent vegetated buffer zone shall be established' There shall be no disturbance to the natural vegetation or topography within an area extending 50 linear feet landward of the tidal wetland boundary (high tide line). 9. The permit holder shall incorporate the attached Covenant (or similar language) to the deed for the property where the project will be conducted and file it with the Clerk of Suffolk County within 60 days of the effective date of this permit. This deed covenant shall run with the land in perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 150 days and prior to commencement of any regulated activity at the site to: NYSDEC, Marine Habitat Protection, SLrNy ~ Stony Brook, 50 Circle Road, Stony Brook, NY 11790-3409, Attn: Compliance. DEC PflRMIT NUMBER Page 2 of 4 1-4738-02846/00003 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee~Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold h armless the Depar~ent of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with~ or operation and maintenance of, the facility or facilities authorized by the pern~t whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions or. dynages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims) suits, or actions naming the DEC ant arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permit~ee's Contractors to Comply with Permit The pennittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the pcrmittce's ~,gent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of thc Environmental Conservation Law as those prescribed for the permittec. Item C: Permittee Responsible for Obtaining Other Required Permits The permit~ee is responsible for obtaining any other permits, approvals, lands, easements and rights-of-way that may be required to can'y out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian fights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. GENERAL CONDITIONS General Condition 1: Facility Inspection by the Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the wbrk suspended pursuant to ECL 71,0301 and SAPA 401(3). The permittee shall provide a person to aacompany the Department's representative during an inspection to the pernut area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. General Condition 2: Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in aneh order or determination. General Condition 3: Applications for Permit Renewals or Modifications The pcrmittee must submit a separate written application to the Department for renewal, modification or transfer of this permit. Such application must include any forms or supp]emantal information the Department requires, Any ranewal modificatinn or transfer granted by thc Departmant must be in writing. The permittee must submit a renewal application at least: a) 180 days before expiration of permits for State Pollutant Discharge Elimination System (SPDES), Hazardous Waste Management Facilities (HWMF), major Air Pollution Control (APC) and Solid Waste Management Facilities (SWMF); b) 30 days before expiration of all other permit types. Submission of applicatinns for permit renewal or modification are to be submitted to: Regional Permit Administrator, SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790 - 3409 General Condition 4: Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit in accordance with 6 NYCRR Part 62 I. The grounds for modification, suspension or revocation include: a) materially fa]se or inaccurate statements in the pen-nit application or supporting papers; b) failure by the permittee to comply with any terms or conditions &the permit; c) exceeding the scope of the project as described in the permit app[icatinn; d) newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance &the existing permit; e) noncompliance with previously issued permit conditions, orders of the commissioner, any provisions &the Environmental Conservation Law or regulations of the Department related to the permitted activity. DEC PEI~MIT NUMBER I 1-4738-02846/00003 Page 3 of 4 NEW YORX. STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15 (TITLE 5), 24, 25, 34 AND 6NYCRR PART 608 (TIDAL WETLANDS) If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue fi'om any such damage. All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmen- tally deleterious materials associated with the project. Any material dredged in the conduct of the work herein permitted shall be removed evenly, without leaving large refuse piles, ridges across or along the bed cfa waterway or floodplain, deposits within any regulato~ floodway, or deep holes that may have a tendency to cause damage to navigable channels or to the banks of g waterway. There shall be no unreasonable interference with navigation by the work herein authorized. If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. If granted under 6NYCRR Part 608, the NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301,302, 303, 306 and 307 of the Clean Water Act of 1977 (PL 95-217) provided that all of the conditions listed herein are met. At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work and, if required, a survey. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part of the permit application. Such approved plans were prepared by Mark Schwartz last revised on 9/25/08. DEC PERJvHT NUMBER 1-4738-02846/00003 Page 4 of 4 Verity, Mike From: Sent: To: Subject: Andaloro, Jennifer Tuesday, February 15, 2011 8:39 AM Verity, Mike Tenedios Building Permit application As discussed, if the Building Permit application meets all the Town Code requirements and is consistent with the October ~,¢~ 2~"09 Zoning Board of Appeals determination, the pending litigation (Stankevich v. Tenedios and the Town of Southold /Zoning Board of Appeals) does not bar the issuance of a building permit. Jennifer Andaloro Assistant Town Attorney Town of Southold 54375 Route 25 (Main Road) P.O. Box 1179 Southold, NY 11971-0959 Office: (631) 765-1939 Fax: (631) 765-6639 ATTORNEY-CLIENT COMMUNICATION; ATTORNEY WORK PRODUCT; INTER/INTRA AGENCY COMMUNICATION; NOT SUBJECT TO FREEDOM OF INFORMATION LAW DISCLOSURE; DO NOT FORWARD WITHOUT PERMISSION The inlbn~tation contained m this clecm>nic message and any auachments It) this tncssagc arc intended tbr the exclusive use of the addressee(s) and may contain intbrmation thai is privileged, confidential and exempt fi'om disclosure under applicable law Unintended transmission shall not constitme a waiver of the attomey/cfiem privilege or any olher privilege, This e-mail message may not be ~brwarded to any addrcssce oulsidc of the Town of Southold intranet wdhoul thc prior written consent orthe 'lown of Southold If Ihe feeder of this message is nol the intended recipient, you are hereby notified thai any review, retransmission, conversion to hard copy, copying, reproduction, circulation, publication, disseminafion or othc~ usc o1~ or taking of any action, o1' omission Io take ~ic fion, in leliance upon this communication by pelsons or entities other than the intended recipient is strictly prohibded. If you have received this communicafion m error, please (i) notify us immediately by telephone at 631-765-1939, (ii) return the original message and all copies to us at the address above via the U.S Postal Service, and (iii) delete the message and any material attached thereto t¥om any computer, disk drive, diskette, or othtr storage device or media TO: FORM NO. 3 NOTICE OF DISAPPROVAL Patricia Moore For: Steve & Olga Tenedios 51020 Main Rd. Southold, NY 11971 Please take notice that your application dated June 9, 2009: For permit to construct a two car garage with room above at: Location of property: 17327 Main Rd., East Marion, NY County Tax Map No. 1000 - Section 23 Block 1_ DATE: June 11, 2010 Lot 14.10 Is retumed herewith and disapproved on the following grounds: The proposed construction of a new accessory 2 story 2 car garage, on a non-conforming 77,284 square foot lot (52,164 sq. ft. buildable land) in the Residential R-80 District is not permitted pursuant to Article II1 Section 280-15(F), in the case of waterfront properties, accessory structures may be located in the front yard. The proposed garage is located in the side yard. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. BOARD MEMBERS Leslie Kanes Weisman. Chairperson James Dinizio Gerard E Goehringer George Homing Ken Schneider http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 · Fax (631) 765.9064 Southold Town Hall 53095 Main Road · EO. Box 1179 Southold. NY 11971 0959 Office Locatiou: Town Annex/First Floor. Capital One Bank 54375 Main Road tat Youngs Avenue) Southold, NY 11971 RE. CEI¥£D 4 3 FINDINGS, DELIBERATIONS AND DETERMINATION '~ MEETING OF OCTOBER 7, 2010 ~~-~ $outhold Town Clerk ZBA FILE: 6407 NAME OF APPI,ICANT: Steve and Olga Tenedios PROPERTY LOCATION: 51020 Main Rd. (adj. to Long Island Sound), Sonthold, NY SCTM 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 ll category of the State's List of Actions, v, ithout further steps under SEQRA, SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was refen'ed 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 July 13, 2010 stating that this application is considered a matter for IocaI determination as there appears to be no significant coanty-wide or inter-community impact. LWRP: The variance relief requested in this application is listed under the Minor Actious exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION.' The Applicants' properly is a non-conforming 77,284 sq. fi. waterfront parcel, with 52,164 sq. fi. buildable land, in the R-80 District. The northerly lot line measures 245.26 fl. adjacent to l~ong Island Sound. The easterly lot line measores 275.68 fl. along a 5 fi. private ROW adjacent to land owned by New York State. Thc southerly lot line ~neasums 300.254 ft. along a 25 ft. private ROW and adjacent properties, and the westerly lot line measures 294.00 ft. along an adjacent property. The parcel is improved with a single-family dwelling, an accessory pool, and accessory pool house; with the location of the proposed two story accessory garage and driveway, also shown on the submitted site survey drawn by Mark K. Schwartz, AIA, dated Sept. 17, 2010. BASIS OF APPLICATION: Request for Variance from Code Section 280-15(F), based on an application for building permit and the Building Inspector's June 11, 2010 Notice of Disapproval, concerning proposed two story two car accessory garage, 1) location in a side yard when a front yard or rear yard location is code-required on a waterfront pamel,. RELIEF REQUESTED: The applicant proposes to construct an accessory two story two-car garage in a non- conforming side yard area. ADDITIONAL INFORMATION: In ZBA Appeal 6323 the Applicant applied for a pool. accessory pool structure and an accessory garage. The proposed accessory garage had a non-conforming size and a non-conforming front yard setback, and was denied. This Board granted the location of the pool and accessory pool strnctnre in the side yard on this water front property. This new appeal is also for an accessory garage thai now only requires a variance 2 Page2 October 7, 2010 ZBA File#6407 - Tenedio~ C'rM: 100023 I 1410 for a side yard location. ]'he applicant reduced the size of the accessory garage to be conforming to code requirements. During the public hearing on August 26, 2010 the Board asked the applicant to submit an amended survey removing the as built non-conforming 8 foot high deer fencing on the subject prope~y, which was received by the ZBA on Sept 17, 2010. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application August 26, 2010, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law l~267-b¢3)(b}¢l). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The property is located in a Iow density residential neighborhood, bordered by Long Island Sound to the north, by property owned by New York State to the east, and by currently undeveloped private properties to the south. Accessory garages are customary to residential properties. Town Code states that such structures, when cons~ucted without the grant of an area variance, must be situated in conforming rear yard locations, or on waterfront parcels, they can also be located in a conforming front yard location. However, although the proposed garage will be located in a side yard, it will have Code-conforming front yard and side yard setbacks. The garage will be of a Code- conforming size and height. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant can not be achieved by some method, feasible for the applicant to pursue, other than an area variance. The garage can not be located in the rear yard which abuts Long Island Sound, and it can not be located anywhere else on the property without requiring an area variance. 3. Town Law §267-b(3)('b}(3). The variance granted herein is substantial, since it involves the placement of an accessory structure in a side yard location, rather than in a Code-conlbrming rear or front yard location on this waterfront parcel. However, the non-conforming location will be mitigated by a placement of the structure such that the result will have the same building setbacks as would be required if it were located in a conforming location. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood, lhe applicant shall contain all storm water mn off on site as per town code. 5. Town Law §267-b(3){b)(5). The difficulty has been self-created since the Applicant chose to build a detached garage in a non-conforming location. However, this is the only location that is feasible for the applicant to pursue. The location to the south of the attached garage contains thc waterline and electric meters. 6. Town Law §267-b. Grant of the requested relief is the minimnm action necessary and adequate to enable the applicant to enjoy the benefit of an accessory garage while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF TIlE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dinizio, seconded by Member Welsman (Chairperson), and duly carried, to GRANT, the variance as applied for, and shown on the Site Plan labeled S-1 dated September 17, 2010 prepared by Mark K. Schwartz, AIA and received in the ZBA office on Sept 17, 2010 and the architectural drawings dated May 28, 2010 prepared by Mark K. Schwartz, AL&, labeled sheets A-1 Proposed detached garage, proposed elevations and proposed Is~ & 2~ floor plan. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Page 3 - Oct~ff~cr 7.2010 ZBA File#6407 - Tenedios (*TM: i000-23-1-14 l0 Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject properly 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 m nature for an alteration that docs not increase the degree of nonconformity. l/ore of the Board: Ayes: Members Weisman (Chairperson), Goehringer, Dinizio, Schneider. (MemberHorningbytelephone, novotingrights) ThisResolutionwasdulyadopted(4-O). Leslie Kanes Weisman, Chairperson Approved £or Filing/~//'~)/2010 · T.OWn of Southold ErQsion~ ~edJmentafl°n & S~orm-Water Run.Off ASSESSMENT FOR.~.=. THE ~ 0~0~" e A~O~ ~Y P~U~E ~E ~ U~' 1~ ~ 1 · i ._IPiED BY A DESIGN PR~E=S~JONAL IN THE S?ATE OF NEW YORK. 5 ,BUILDING PERMIT EXAMINER CHECKLIST · - - Estimated Cost: Zone: Conforming? __~ Building Permits(Open/Expired): B~'-z~ :~L~ * '--~ ~Z/~: ~ ~o~ BP -Z / ~0 ~ , Info: - : - ~ ~fo: Single & Separate Search Required? Y or ~ Deiermination: ~ ~ ~. ~t si~:, ,~ ,~°.N . ~c~. ~t size: "z~ ~, ~. ~t co~. ~ ~ ~Q. Front ~'ACT. Fro~ $~' ~QSide ~4~, ~CT. Side .~ ~Q. Re~ ~ PROP. R~ ~Q. Height~ACT. Height ~ R~,~Slb~S ~0 ACT ~ 'ry.,water'dy: ~0~,~.~,~anel, ~ FloodZone: : Bul~ea~l. ffDis.~~: ~DITIONAL APPROVES ~QUI~D Suffoik¢o~Y~fyes,;,?,: 'Date: / / 'Permit: TownSeptic:Yo~ ~i 'i~f "o, cer t,fication required~ ~'0r N Receive, Y oe By: ' . . So.thola z~Y~r N- Date: ~/~ ~, i ~ermit ~: ~ ¢~ 7 Notes: 8outhold Planning: Y or~- Date: ~1 / Permit ~: - Notes: Town Lan'dmark C of A: Y or~DTE: r J. *~S CODE Compliance~age~: Y or N ~ee Structu~ ~i ~,~ ~Chlculation: ~ ~~~ ~ ~ SF / + hitial Fee: $ 8ecoM Floor: _ ~7~ SF + kdditional Fee ( ):$ Other: Total: sF 2.( I~-O~ SF SF)- ( SF)= SF X $_ + Initial Fee: ~'/-.-0 o ~ :2[ oN,ii + Additional Fee( _):$ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DK?IGN CRITER/A · e-~ou,,a Sno~ Lo~d: aO ~ Wind Spe~: n0~rr~ Weathering: Severe ~..Frost Depth: 36" V~T~rmite: M-H' ~Decny: S-M.. Design Temp: 11 ~-Ice Shield Underlay: ~ USE/OCCUPANCY CLASSIFICATION: · HBIGI:IT/FIRE AR~A: ~/{ . DESIGN CRITERIA: ENGINrBEp~I~FRBSCRIPT~.~ HEADERS: ¥/N WALL STUDS: Y/N GEIhDERS: CEILING JOISTS: Y/N FLOOR JOISTS: YfN ROOF RAI~ERS: ¥/N LUIM[BER SPECIES AND GtkADE: Y/N WINDOW AND DOOR SCHEDULE: · MISSLE TEST 1LEQUIREMENTS: LIGH~ 8%~N ~NT 4 % :~ HAlLOO/CONSTRUCTION SCHEDULE~ ~S OF EG~SS:~ PL~B~G ~SER DIAG--: Y~ LOCATION OF r~ PROTECTION EQU~MENT: Y~ TRUSS DESIGN: Y~ ~ ~ CERTIFICATION: Y/N o ~, ENERGY C ALCS: Y~ 0~ TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) oWNER TOWN OF SOUTHOLD S RES. SEAS. VL. - FARM LAND IMP. TOTAL Jdoo ~'o o o Tillable Woodland DATE X.__.,/ PROPER~ORD CARD VILLAGE cOMM. CB. MICS. REMARKS Meodowkmd DEPTH House plot BULKHEAD Toro I ;h/zS, FRONTAGE ON WATER ~ .5-0 FRONTAGE ON ROAD Mkt, VoJue ACR. j TYPE OF BUiLDiNG DIST. SUB~. LOT ~ TRI 23.-1-I~16 18/07 M. Extemion Extension 4 0~- Extension Foundation ~ C_. Bath Porch Basement ~ Floors ~,'~',~ ~T Dinette I Porch Ext. Wails ~'~. C.. Interior Finish Breezeway Fire Place --- Heat ~[.t~C't DR. Garage .-~'I-~-T Rooms Ist Floor IR. Type Roof Recreation Room Potio Rooms 2nd Floor FIN. O. B; Don~ner Driveway Total .~' COLOR TRIM 1si 2nd ~tension ~ ~ ~ Finished B ~ ~nterior Finish L.R. Extens~n ...... Fire Place ~ H~t ~ D.R. ec~at[o i Fem. Rm. Libr~t R~R ELEVATION FRONT ELEVATION EWEO ~'~ .ZBAI E DECISION # ~ TED ~ I REScheck Software Version 4.4.1 Compliance Certificate Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached I or 2 Family Glazing Area Percentage: Heating Degree Days: 5750 Climate Zone: 4 Construction Site: OwnedAgent: TENEDIOS 17327 MAIN ROAD SOUTHOLD, NY Designer/Contractor: Mark Schwartz, Architect P.O. Box 933 Cutchogue, NY 11935 631-734~.185 mksarchitect@optonline.net Compliance: 5.8% Better Than Code Maximum UA: 295 Your UA: 278 3~he % Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off It DOES NOT provide an estimate of enemy use or cost relative to a minimum-code hame Floor 1: All-Wood Joist/Truss:Over Unconditioned Space Floor 2: Slab-On-Grade:Heated Insulation depth: 3.0' Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Cathedral Ceiling (no attic) Wall 1: Wood Frame, 16" Window 1: Wood Frame:Double Pane with Low-E Wall 2: Wood Frame, 16" o.c. Window 2: Wood Frame:Bouble Pane with Low-E Door 1: Solid Door 2: Solid 490 30.0 0.0 16 108 10.0 76 190 21.0 0.0 9 300 30.0 0.0 10 400 19.0 0.0 20 61 0.310 19 1053 19.0 0.0 54 12 0.310 4 128 0~500 64 21 0.300 6 Compliance ~: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.1 and to comg~with the mandatory requirements listed in the REScheck Inspection Name- Titl~ -' Project Title: Report date: 03/03/11 Data filename: C:\Users\Drafting Station\Documents\REScheck\TENEDIOS GARAGE.rck Page I of 1 5,UR'v'E"r' OF LOT "MAP OF BRIONNE~LOI[:) t3r' THE .BEA" t=ILEI2 AUC4~T 22, Iq-7~ FILE No. (2'711 E4TUATE: EA.~T MAI~ION TOI~N-- 5UFF:OLK COUNT'f, NY' 5URVEYEE): JULY el, 2OO~ FOUNDATION LOOATION~ JULY 1~3, UP~ATE: MAr' 2'7, 2OIO, JUNE 14, 2010 JULY 15, 2OIO, At.~U~T IO, 2OIO, NOV. ~, 2OIO, MARCH ~30, 2OII 51)FFOLK COUNT'( TAX # I000 - 29 - I - 14.1(~, .SUFFOLK COUNTY D~EPT. OF ~ALTH ~F. ~ RIO - O¢ - 010~ LON® N60°~O,25,,E ~OUND 245.26' LAWN 4/ 4 LOT 5 .......................................... L URVEYOR JOHN C. EHLBRS 6 EAST MA~ S~ET N.Y.S. LIC. NO. 50202 ~~, N.Y. 11901 369-8288 F~ 369-8287 REF.C:~uments ~d SeuingsXOwner~y D~eats~y ~opboxX08X08X08-168 s~e out gmge.pm NOTE~, AREA = '7'7,2,~4 ~ OR I.'7'7 ACRE5 FLOOD ZONE FROM FEMA FLOOO INSt)RANOE RATE MAP NO. ~10~-_.,OO64H REVtE~D SEPT. 2.5, ®P-.APHIC 5~,ALE I"= REAR ELEVATION SCALE: 1/8" = 1'-0" RIGHT ELEVATION SCALE: 1/8": 1'-0" I,[[ .& [[ [l~l[ I [ .& [[ l" :"'" ::'" ":" FRONT ELEVATION SCALE: 1/8" = 1'-0" 8U]G. OEP[ TOV'h'~ OF SOUTHOLD REVISIONS: I M~y 28, 2010 SHEET NUMBER: LEFT ELEVATION // // ;"(:'~ / S 56 2730 W300.354 ~, I :",?~; ~ATESTO BENO '-~~~~~~ ~ , ~ ~':" ' '. '. '. '. ' ' .' :.:'.:~'~ ~,~ ~.'~.'..'~..~ ~ ~ I T';~'~'.:' S 56 2730 W300.354 g SUFFOLK COUNTY TAX MAP No.: 1000-23-1-14.1 DESCRIPTION: AREA: LOT COVERAGE: EXCAVATE: FILL: REMARKS: soo~u.v~, 25' WIDE R.O.W. ..o~o,~..o~. '~"°~'~' ~'~% +/' PER FILED SOUND -- . SUFFOLK COUNTY TAX MAP No.: 1000-23-1-14.1 '"'~'"" SITE PLAN ~,[~,[~: ~,~.o~ ~, ~ ...:~..... SC~kE: 1" = 20'-0' (VACANT) ,,o~,o,,~, ,=,~.,~ ~ ~,% ~ ~. 25' WIDE R.O.W. *~' PER FILED MAP ~,~o ,o~,. ~.0 ~ ~. ~.~% ~ ~+~. ~o. ~ ~"'+/. ~' ,~,w,~c°~*[°~o~ ,o~o**~o~[[~° ,**,~ t~o.~,~+ ~[ ,,ow~*~['~,~ (VACANT) UA'( 24 2011 ~ SOUTH ELEVATION * LE~ ELEVATION ~ ~ S~LE: 1/8"= 1'-0" SCALE: 1/4"= 1'-0" ~ ~ --~-- , . , 5-- NORTH ELEVATION EAST ELEVATION SCALE: 1/4" 1'-0" SCALE: 1/4" = 1'-0" ~EV]SIONS. 27' 0" ~ -0" I '~ ~ ~~ 5 -4V2 FLOOD ZONE CONSTRUCTION .,.,,,..,[oo~ pL.T c I FLOOD VENT BLOCK OR POURED DOOATAACK ' : ' ' ,,, F.~ ' ' II BOTTO~ ~'"~P~ PLUMBING SCHEMATIC I WALL ;, ~ CONC~ES~B ~w .:: , ~,..,o~ ~,~ ~'~*~ ""*~ "" SECTION A-A SCALE: 1/4" = 1'-0" ~) APPLYI/2 THIEKFIECDX~HEATHINGOVERROOFF~:~,, ;:~¢ ~:,~. ROOF P~N ~~"~'.~ ,~,~ ...... ~,..,,~ , .......... ,~..~ ........ *~' ~ ........ AT100 Yo ~ATER RUNOFF:147 CU. FT. SCALE: 1/4" = i ~o~: S ' ~ ............. " ................... Ii* .............. ~" Df [rome L'~ Ih ........ d ..... PROVIDE: (1) 4'deep, 8'dia. DR~ELL ', ' I '~ r I,, ZI ELEVATION SOUTH ELEVATION PLUMBING BO NOT PROOEEB WITH ALL pL~BBIN~ WASTE FRYING UNTIb SURVEY m & WATER LINES NEED OF FOUNDATION LOCATION I TE~INGBEF~E COVERING ,~ HAS BEEN APPRO~D. CERTIFICATION OF OCCUPANCY OR NAILING & CONNECTIbNS REQUIRED. USE IS UNLAWFUL WITHOUT CERTIFICATE FL~ ZONE,. 'A~- OF OCCUPANCY ~MPLY ~H CHAIR FLOOD DAMAGE 80~H~D TOWN ~E RETAIN STORM WATE~ RUNOFF APPROVED AS NOTED OF THE TOWN OODE. F~.~,~ ,~ ~ STRAPPING, ELEOTRIOAL ~ ~ A[EYORK STATE3 INSU~TfONcoNSTRUCTiONNoT ~SPONSI~ F~8~ ~E~ REOUIREMENT8 OF THE CODE8 ~ ~ DESIGN OR CONS~TION ~ j m , m J .1 L Z ! IEWYORKSTATE&TOWNCODE m ~ , "~ j L m I , I I I ' ' ' ' ~1 / ~/ AS REQUIRED AND CONDITiONS ~ , I d: ~ I m~ ~ I , , :. II m - ~ J [ ] ; ~, L J; m ~, z ~Z_ / --. S0UTHOLDTOWNP~NNINGBOARB m r , T m m , q ..... SOUTHOLDTOWNTRUS1EES , L L ~ ~ b I .... Im , 1%.1 ~1,~ ~ [ T ~. ~ ~ L E NORTH ELEVATION EAST ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/~" = 1'-0" ON LEAD CONTENT BEFORE ~ SOLDER USED IN WATER ~ ~ S~PPL Y SYSTEM O~NNQT , 27' -0" 27' -0" , ., 15'-6" 15' 6 .... ,' ~ , ~_-~ ,, ' ~ ~ I I ~ ~ c[l~No PER COUE , __- .... ~- I I ~ -- J_~ -~ _ ~ ,'c~~~ , , -: ~LOPED ~ ~ --~ '~ < ~ ' ~l ' x J (3) I-3/4X11-7/8 ML HEADER I {3) ~-3/4X11,7/B ML HEADER ~,.a,, ., :7'-o" 7,_,,. ~ ~' o.. $ 2ND FLOOR SCALE: 1/4" ~'-0' 1ST. FLOOR PLAN 3).EXTEAIOA'HEATHINGTOBE1/2"THICKFIRCDX,LY~OOD, FOUNDATION W,ND-BORNE DEBR,S PROTE~[ON FOR WOOD STRU~URAL PANF, ~ . ,~ FLOOD ZONE CONSTRUCTION __~ .... . . ~ ,,,..,u,,,oo~ .[, ? INSTALLATION INSTRUCTIONS . TO 8E COVE~ED w/ , h ~ ~ 2X6 ACQ SILL P~T~ ~ , '- ,,&~%* ~ - , , ~ SE ION A A SCALE: 1/4" = 1'-0" STORM WATER MANAGEMENT 6 R'dh th ................... d l 'stall I'vE ......... h'uu ~ L"e" ................ f .......... Pf", *.., AT 100% ~ATER RUNOFF: 147 CU, FT. SCALE: 1/4" = fdl~Wll,~ tH* ""U' ;f [he dais kqLII [h'* ar. at Ih, baLt.m )f Ih. dats In ih: dirndl.* PROVIDE: (1) 4'deep. 8'dia, DRY. ELL '~ 27' -0" '[ m DRY'JELL CAPACITY: 169 CU. FT, u NDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END Of THE I~ WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE TNE FOLLOU. IIN~ APPI~OMED USP METAL CONNECTOr,5 FOR P~OPEF~ LUIND F~-E~ISTANT ~ ~OOD CON~Tt~UC. TION. FOLLOUJ MANLIFAGTUF~E'5 F~ECOMMENDED IN,~TALLATION INSTt~UC. TION~ TO ACHIE'v'E MAXIMUM UPLIFT LOAD KING STUDS C) ENDWALL CRIPPLE STUD ~) ] FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1 ST ADS5 ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SiZE USP NUMBEr; DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOGR AND TOP JOIST DIRECTION WITH (2) JOISTS, UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ~,LL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga STRAP ~,PPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 lSga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/THREADED ROD. ~LL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC WALL STUD--m" THROUGH-ROOF EXHAUST VENTS SELECTED AND CATED BY CONT~CTOR METALST~P ~ ~ ' ~CHIMNEY · ' AS REQUIRED RIM BOARD - ~ --~ RAFTER ~FTE~ MAINTAIN SILL PLATE(S) ~ ' ~ VENTILATION WOOD JOIST .' ']~]' .' ~ ~ 2x4 LEDGER A~IC SHALL BE PROVIDED WITH A ~ ' FASCIA NOT LESS THAN ~/150 OF THE AREA OF ~ GUTTER THE SPACE VENTILATED. ALL OPENINGS SHALL BE COVERED WITH CORROSION- ~ , j CONTIN. SOFFit / EXT. PLYWOOD ~ ~ BARRIER TO LAP FLASHING STAPPING TO BE ATTACHED TO WALL STUDS ~48"OC ; ~ / / AT WALL -- MAINTAIN GAP AND ALL WINDOW/DOOR OPENING JACK STUDS ~ ~ ~ ~ BE~EEN WALL FINISH AND =LOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION , ~ ~ / ~ ROOFING TO AVOID SOAKING WALL STUD WOOD GIRDER 4"-8" LSTA24 1-1/4"x24" 20ga STRAP ANDiN ALLJACKoPENING~STUDS ~ ~ / /~ ,/ PROVIDE HEMMED EDGE AT ~ RESISTANT METAL MESH WITH MESH OPENINGS OF % INCH IN DIMENSION INSTALL 4'0" C.C. AND SO AS TO MAINTAIN AIR CONNECT TO 8" - 14" LSTA30 1-1/4"x30" ~ 8ga. STRAP AND JACK STUDS ~ ~ ~ ~' ' - ~~ GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RTl0 10-3/4" x 18ga. ~DOWN ANCHOR EACH RA~ER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND 3N ALL OPENING~iNSTALL 4'0" C.C. / ~ ~~ ACTION CONNECT TO ROOFVENTIL~TION/ OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" tSga. STRAP AND JACK STUDS ~ , / 8" - t2" RAFTER RT20 21-1/8"x 20ga. ~DOWN ANCHOR EACH RA~ER ~OFFITE~ E~VE ~ET~IL ON ALL OPENINGE ~ KEEP ROOFING NAILS OUT ~ ~ -.. ~. ~ - OF FLASHING ROOFING LAPS BASE ~ FLASHING 4 INCHES RAFTER ~ BASE FLASHING WRAPS CORNERS, CAP OF SAME SHINGLES AT BASE MIN. 4 INCHES WOOD JOIST - I L ; 51DE W LL FL SWINO WOOD JOIST- 1 ST FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ~48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS ~ETAL FLASHIN~ AT ALL EAVES, 51DEWALLS, WALL STUD ~ USP NUMBER DESCRIPTION APPLICATION AN~ ~A~E5 -- PROVI~E NE~ED EDGE~ 50 R ~ ~ ~ =LODE JOIST DEPTH DBL. SILL PLATE ~ ' 5~ ~ I , ~FLOO~ , CONC. FTG,- *~'~ . e'* . X* ,/ ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SiDES AND TOP 172" ~ , ~ i i i~ (CRAWL SPACE OR FOUNDATION} I STORY 72" CC TYPICal ~EAH DETAIL ~PICAL CONC. FOUNDATION. APPLY PI~STERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTC. (CRAWL SPACE OR FOUNDATION} 2 STORIES 36" CC 5TEEL / ~OTTO~ ~EA~ING (SLAB-ON-G~DE) 1-2STORIES 57"OC ~OOF JACk5 ~ VENT5 DETAIL ~ / I/~ , SUBFLOOR CONC. S~B ~ I-DOOR F~ME E MIlN. a ~ ~~ ~.~l.a~mi,l..np ~ ' i ~ BEAM FOR MUDSILL IF REQUIRED MAXIMUM --'~, a a , ' ~* ** ,'a ~~Tm~ SUBFLOOR -, -- ,. , NOTCHEQUALSI/4OEPTHOFBEAM ~=:~' .~ ~ , , ~ * IFllt ~ .' ~ ~ ' ~ ~ JOIST ¢~ ~ I~.~ ' ~ ~REINFORCINGBAR ~ .~ ,¢~ REtNFORCINGBAR ~2 ~ SHEETMETAL/30~FELTUNDERBEAMATPOtNT '~ '/~'~ %~ ~0 12" , ;~ ~.~ OF CONTACT WITH CONCRETE OR CONC. BLOCK ~'- __ ~__~L~_ ~ ~ ~' ~ IMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) ~ REINFORCING BARS. ~RAGE DOOR ~LOCKOUT ~E~M POCKET =LOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" C.C. 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS BN ALL OPENINGTSc INSTALL 4'0" C.C. 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS IN ALL OPENING~ I CONSTRUCTION NOTES: FOUNDATION NOTES: FRAMING NOTES WIND FRAMING NOTES DECKAND COVERED PORCH NOTES: PLUMBING NOTES 1). All water s upo[y, drainage and venting to be InstMleg as per N.Y.S Residential HVAC SYSTEM NOTES ELECTRICAL NOTES: NAILING SCHEDULE ROOf FRAMING: NAIL NAIL NOTES JOINT DESCRIPTION QTY, SPACING RAFTERTO 8~WALL:3'Sd COMMON EACH rOE-NAIL TOP PLATE lO' WALL' 4~§d COMMON RAFTER CEILING JOIST 8~ WALL: 3-8d COMMON EACH rOE-NAtL TO TOP PLATE Ig'WALL: 4-8d COMMON JOIST CEILING JOIST TO AS PER TABLE 3,7 EACH FACE PARALLEL RAFTER WFCM - SEC LAP NAIL CEILING JOIST LAPS AS PER TAELE 3,7 EACH FACE WALL FRAMING: NAIL NAIL NOTES JOINT DESCRIPTION QTY SPACING TOP PLATE TO 2 ~ t8d COMMON PER FACE NAIL TOP PLATE FOOT SEE NOTE, 1 TOP PLATES ST - f 6d COMMON JOINTS FACE INTERSECTIONS EA. SIDE NAIL STUD TO 2 - t 6d COMMON 24" FACE STUD O,C, NAIL 16" O,C, FACE HEADERHEADERTO 16d COMMON ALONG EDGE~ NAIL TOP OR BOTTOM 2- t6d COMMON PER 2x4 STUD END pLATE TO STUD 3-18d COMMON PER 2z6 STUD NAIL BOTTOM PLATE TO PER FACE NAIL FLOOR JOIST, BAND JOIS' 2 - f 8d COMMON FOOT SEE NOTE: 1,2 END JOIST OR BLOCKING FLOOR FRAMING: ROOF SHEATHING: NAIL NAIL JOINT DESCRIPTION OT¥ SPADING STRUCTURAL PANEL 8d WFCM- SBC AS PER TABLE 3.8 ;EILING SHEATHING: JOINT DESCRIPTION NAIL NAIL WALL SHEATHING: NAIL NAIL JOINT DESCRIPTION OTY, SPACING STRUCTURAL 8d COMMON AS PER TAELE 3--~ PANELS WFCM - SBC FLOOR SHEATHING: JOINT DESCRIPTION NAIL NAIL f 2" O C, FIELS 1" OR LESS , OTY SPACING STRUCTURAL PANELS Bd COMMON 6" C.C. EDGE NOTES.' THESE NOTES ARE ONLY TO SE REFERRED TO [F MENTIONED IN SCHEDULE NOTES ONLY PLAN CONTENT,~; CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESNiELD SNOW SPEED DESIGN WEATHERING EWE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD- (MPH) CATEGORY DEPTH' TEMP. REQUIRED HAZARDS MODERATE SLIGHT TO 20 LBS t20 S SEVERE 3 FT t t NONE TO HEAVY ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: NAIL SPACING NAIL SPADING AT INTERMEDIATE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER EOGEZONE Sd COMMON @ 6 CC, 8d COMMON @ 6" O,C, 3A~LEENDWALLRAKEANDRAKETRUSS 8dCOMMON@4 O.C 8dCOMMON~4 CC, NOTES THESE NOTES ARE ONLY TO SE REFERRED TO rE MENT{ONED IN SCHEDULE NOTES DNLY, WALL SHEATHING REQUIREMENTS FOR WIND LOADS: NOTES SEE NOTES 1,3 NAIL SPACING NAIL SPACING AT ~NTE RMEDIATE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES SEE NOTE: 3 SEE NOTES: 1, 3 ( BOTH FIELDS) NOTE: 2 FOR PANEL FLELO NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEOULE NOTES ONLY, 1 ) For wall shea[hin9 within 4 feet of the corners, the 4 foot edge zone atlachmen[ requirements shall NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1), PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS REVISIONS: 1 27' -0" 17'-2" I / / CEILtNG 4'-7" P~TE HEIGHT '-a~/j 27' 0" 9'-6" 8':0" 9'-6" 27' 0" 13'-6" I HEATER TO BE iST. FLOOR 3).EXTERIORSHEATHINGTOBEI/2THICKFIRCDXPL~OOD, FOUNDATION ~ PRO]E~,~ 5) ALL EXT'RIO' OPENINbS TO HAVE D,SlON.P,ESSU,E UPO~DES WHSRE 4'. DOUBLE UP ~L,O, 'OI~S UNDER PA~LLEL .AL~ ABOV, PROV,DE ') 'OUNDATION S~' TO BE 4" THICK. 30OOpn CONCRETE ON COMPACTED RLL *~.uc*,~ ,~ov~o~o~,~,-*~o~o~.,~,~,¢~,~o SCALE: 1/4" = 1'-0' __ __ "ARDWAR[UNLES$OPEN.NG, HAVEIMPACTGLAZI~,G. SCALE: 1/4" = 1"0' "~OC,~,~O*T.-O ', ~ % n PROJECT NORTH .......,..,,,,o,,.,.~,~.~,,~,.~.o~,,~,~. PROJE~ NORTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANFI ~ FLOOD ZONE CONSTF~UCTION ...... FLOOD VENT BLOCK OR POURED INSTALLATION INSTRUCTIONS .... BARN DOOR TRACK ,. ~^.. - .O~TO. ,T,,,,~ P L U M B IN G S C H E MAT IC 'C/ALL 4" CONCRETE SLAB SCALE: 1/4" = 1'-0" STORM WATER MANAGEMENT OIL nd H STRXP¢ ONE CLII.~ [~ro FRONT .LOL, Slr],s 5h~ld h~ b,nt i~g, p~]~bli,~ u~ ROOF AREA: 880 SQ. FT. 5) U~E 15~FELT UNDERLAYMENT ~ITFI ASPHAL~ ROOFING. IN AREA~ ~/ 8 ']'a;h 'hredq ............ lng ~"d 'n~ta'I ['a ben[ ...... kht:u~h twa ba[t:m ~e[" a' S':~' '~ f ........ Pl'g '"" AT 100% ~ATER RUNOFF: 147 CU, FT. SCALE:~¢~" ~:~* OR ROOF 6), IC~ & WATER ~ARRIE~ TO BE USED IN ALL VALUES AND INTERSECTION S PROVIDE: (1)4'deep, 8'dia. DRYWELL ~ ~ITH ROOF AND SIDE WAL~ ~PICAL), DR~E~, CA~'^cr~: ~ CU. F'~. ~ PROJECT NORTH 7). I WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS L/SE TIlE FOLLOU)ING~ APPt~OVED LISP METAL CONNEOTOF~S FOR~ PF~OPER LUIND F~ESISTANT 4~ G~OOD CONSTR!UOTION. FOLLOLU MANUFAC. TLI~E'S F~EOOMMENDED INSTALLATION INSTt~UCTIONS TO ACNIE~/E MAXIMUM LIPLIFT LOAD C:APACIT¥. KING STUDS RAFTER -- WALL STUD RAFTER FLOOR JSP NUMBER DESCRIPTIOI~ APPLICATION JACK STUDS -- ~ 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION WI ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION JSP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ANCHOR PLATES OF 1ST FLOOR, CONNECT THROUGH ALL OPENINGSI LSTA12 1-1/4"×12" 20ga, STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER 1LEDGEF JOIST DIRECTION WITH (2) JOISTS, UNDER WALL. FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE {'HE FLOORS TO EACH OTHER Wf THREADED ROD ALL OPENING~ PT3 OR PT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ~24"OC WALL STUD ~ / THROUGH-ROOF EXHAUST VENTS SELECTED AND ~ CATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL SILL P~TE(S) ( ) WALL SHEATHING ~AFTE~ MAINTAIN FOUNDATION 'O - '' '' ''. '~. - ~ TOPPLATE BLOCKING ATTIC SHALL BE PROVIDED WITH A ~ ' FASC A AND ALL WINDOW/DOOR OPENING JACK STUDS MINIMUM NET FREE VENTILATING AREA : - GUTTER FLOOR JOIST DEPTH USP NUMBE~ DESCRIPTION APPLICATION INSTALL 4'0" C.C. / ,' / ~ ~/ ROOFING TO AVOID SOAKING WALL STUD O NOT LESS THAN t/~ 50 OF THE AREA WOOD GIRDER ON ALL OPENINGS ~ ~ / /~ ,,' PROVID~ HEMMED EDGE AT OFFI_ RESISTANT METAL MESH WITH MESH INSTALL 4'0" C.C. ' ~ / /~ / ~ / FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF % INCH IN DIMENSION. ~OFFITE~ 8" - 14" LSTA30 1-1/4"x3~" 18ga. STRAP oNANDALLJACKoPENINGsSTUDS ~ ~ / ~ ' , ~~ GAP TO PREVENT CAPIL~RY 4" - 6" ~FTER RTl 0 10-3/4" x 18ga. ~DOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O,C, 21'I/8"~20ga'~DOWNANCHOR EACHRAFTER 5OFFITED E~E DETAIL 14"- 16" LSTA36 1-1/4"x36" tSga. STRAP AND JACK STUDS ON ALL OPENINGS G NAILS OUT ~ FLASHING 4 INCHES '~ BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME ' ~ /~ ~~ ~:~S UNDE, SHINGLES AT MATERIAL AS ROOFING ~ : / ~ ~ ~ ~ ~D~ ~INCHES AND LAPS NAILED TO SHEATHING '1 SHINGLES AT BASE MIN. 4 INCHES UGH VENT ' Ii ~ ¢~ WOODJO'ST ~ ,' I TOP PLATE I ,I ~ 51DE D~LL FL~BNINO GIRDER/HEADER 1ST. FLOOR WALL STAPPING TO BE A~ACHED TO WALL STUDS ~48"OC WOOD JOIST FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ~ND ~A~E~ -- P~O~I~E ~E~ED ~GE5 ~O ~ ~~ * 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ' PRE~ENT CAPILLART ACTION LOCATION USP NUMBEF DESCRIPTION APPlICatION PRE-MANUFACTURED KEEP SHEATHING MIN 1-112" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" C.C. RAFTER/PLATE RTl5 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8"- 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE ON ALL OPENINGS PLATE~ALL SPTH4 ~TUD PLATE ANCHOF PLATES TO EACH STUD OF ROOF TO ALLOW FOR SHR[N~GE & REDUCE BUMP OUTS TYP. CONC, FOUNDATION DAMPPROOF EXTERIOR ~'& ~ CONC, SLAB~~~1__~ ~¢,.%" ~ [ NEOPRENE ~~, ~1 I v , ' STEEL COLUMN ~, ' , ..... ~~ ~ ~ ' ~ ANCHOR ~OLT CONNEO~'O~ ;: ~ ~ ~ COMPACT FILL ~ ,I ... , ,.. ~ ~ ANCHOR BOLT CONNECTION USEWITH3x3SQUAREWASHERS(usP L~PS58 OR BP583) ~ ,/2"GEOUT TTPICAL ~EA~ DETAIL TYPICALCONC FOUNDATION. APPLY PILASTERS MIN. 3"STEELOOLUMNANCHOREDTO24"x24"x12"CONC. FTG. (C~WL SPACE OR FOUNDATION} ' 2STORIES 36"OC STEEL / ~OTTOH (SLAB-ON-GRADE) 11-2STORIES 57"OC ~OOF J~C~5 ~ VENT5 DETAIL 12'1 ' ''' ~ ,:./~.;.'% ~ ~. 6X6 W.W.M. ~'::; ~ .... ::; ~ ::;A~ :: ~i~' ~ NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM ~ ~[= -: `= "~4& A, d.,. ¢ ,' ,~' ~'', 'A ~ I~1[~}1~[~~= (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)suBFLOOR . ~" REINFORCING BAR '"' ]~ ~ ~. ~ ~ =_ t2,, I '~, ' "'.~ SHEET M~TAL / ~0' F~T UND~R SEAM At POINT '.: '~4 SHIMsOF CONTACT WITH CONCRETE OR CONe. BLOCKTo LEVEL BEAM FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ' ON ALL OPENINGE INSTALL 4'0" C.C. 8"- 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS ON ALL OPENINGE ANCHOR BOLT CONNECTION =OUNDATION 5/8" DIA. ANCHOR BOLT SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION 1 STORY 72" CC (CRAWL SPACE OR FOUNDATION) SILL PLATE TO FOUNDATION 2 STORIES 36" CC (CRAWL SPACE OR FOUNDATION} WALL BOTTOM PLATE TO FOUNDATION] %2 STORIES 57" CC (SLAB-ON-GRADE) A-3 GENEF L NOTE', CONSTRUCTION NOTES: FOUNDATION NOTES: FRAMING NOTES WIND FRAMING NOTES DECK AND COVERED PORCH NOTES: PLUMBING NOTES HVAC SYSTEM NOTES ELECTRICAL NOTES: NAILING SCHEDULE ROOF FRAMING: NAIL NAIL NOTES JOINT DESCRIPTION QTY, SPACING RAFTER TO 8' WALL' 3-8d COMMON EACN FOE-NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER CEILING JOIST g~ WALL' 3-gd COMMON EACH TOTOP pLATE 10' WALL: 4-Sd COMMON JOIST rOE-NAIL CEILING JOIST TO AS PERTABLE 37 EACH FACE PARALLEL RAFTER WFCM - BBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3,7 EACH FACE OVER PARTITION WFCM - BBC LAP NAIL COLLAR TIE AS PER TABLE 34 EACH FACE TO RAFTER WFCM · BBC END NAIL BLOCKING 2 - gd COMMON EACH TOE TO RAFTER END NAiL RIM BOARD EACN END TO RAFTER 2 - 1 Cd COMMON END NAIL WALL FRAMING: NAIL NAIL NOTES JOINT DESCR)PTION STY, SPACING TOP PLATE TO 2 - 16d COMMON PER FACE NAIL TOP PLATE FOOT SEE NOTE; 1 TOP PLATES AT JOINTS FACE INTERSECTIONS 4 - lcd COMMON EA. SIDE NAiL STUD TO 2 - lcd COMMON 24" FACE STUD C.C. NAIL HEADER TG 16" O.C FACE HEADER lgd COMMON kLONG EDGES NAIL TOP OR BOTTOM 2 - 18d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x§ STUB NAIL BOTTOM PLATE TO, :LOOR JOIST, BAND JOTS1 16d COMMON PER FACE NAIL END JOIST OR BLOCKING FOOT SEE NOTE: t,2 FLOOR FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES QTY, SPACING JOIST TO, PER TOE gILL, TOP PLATE OR GIRDEF 4 - 8d COMMON JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING BACH TOE TO JOIST 2 · 8d COMMON END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL LEDGER STRIP 3-18d COMMON EACH FACE :tOOF SHEATHING: CEILING SHEATHING: ; NAIL NAIL JOINT DESCRIPTION QTY SPACING GYPSUM T' O C EDGE WALLBOARD 5d COOLERS 10" O C. FIELD WALL SHEATHING: I JOINT DSSCRIPTION NAIL NAIL QTY. SPACING STRUCTURAL gd COMMON AB PER TABLE 3 9 PANELS WFCM - BBC 7/16" ODD Sd COMMON 3" O.C, EDGE PLYWOOD 6" O,C, FIELD FLOOR SHEATHING: JOINT DESCRIPTION NAIL NAIL 12' O C, FIELE 1" OR LESS QTY SPACING STRUCTURAL PANELS 8d COMMON 6",O.C, EDGE NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, 1). Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge If wall sheathing PL,~,N CONTENT.~: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT LOAD (MPH) CATEGORY DEPTH MODERATE SLIGHTTO TEMP, REQUIRED HAZARDS gg LBS 120 B SEVERE 3 FT 11 NONE ROOF SHEATHING RE(; UIREMENTS FOR WIND LOADS: NAIL SPACING NAIL SPACING AT INTERMEDIATE SNEATN[NG LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE 8d COMMON @ 6 O,C, Bd COMMON @ 6" G,C, SEE NOTES 1,3 ,, , SEE NOTES; 1 ( BOTH FIELDS NAIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD gd COMMON ~ 6" O,C, gd COMMON ~ ~2" O,C 8d COMMON ~ 6,,O C gd COMMON ~ 12,, O,C NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, 1 ), For roof shealhing within 4 feet of the perimeter edge of the roof, Including 4 feet on each Nde of the roof peak, the 4 foot perimeter edge zone attachments required shall be used WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 3ES NOTES: 1, 3 { BOTH FIELDS NOTE: 2 FOR PANEL FIELD NOTE~ THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). PROVIDE 518" TYPE-X SHEETROCK FIRE STOPP)NG AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR l A-4