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Home My WebLink About38762-ZTown of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37493 Date: THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 200 Basin Rd, Southold, ry-,1/II11-1 4/6/2015 SCTM #: 473889 Sec/Block/Lot: 81.4-20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/21/2014 pursuant to which Building Permit No. 38762 dated 4/3/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and screened porch addition to an existing one family dwelling as applied for. The certificate is issued to Barr, Kevin & Barr, Doreen (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38762 9/10/2014 PLUMBERS CERTIFICATION DATED uth riz Signature F* 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 #: 38762 Date: 4/3/2014 Permission is hereby granted to: Barr, Kevin & Barr, Doreen 11 Dirksen Dr Wilton. CT 06897 To: construct alterations & an enclosed porch addition to an existing dwelling as applied for At premises located at: 200 Basin Rd. Southold SCTM # 473889 Sec/Block/Lot # 81.-1-20 Pursuant to application dated To expire on 10/3/2015. Fees: 3/21/2014 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $537.60 CO - ADDITION TO DWELLING $50.00 Total: $587.60 Building Inspector Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. if a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: �CD �si (2j ( )1 A`` House No. Street Hamlet Owner or Owners of Property: V Suffolk County Tax Map No 1000, Section i Block Lot ao Subdivision 11 Filed Map. Lot: Permit No.Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roger. riche rt(ab_town.southoId. nV.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Kevin Barr Address: 200 Basin Rd City: Southold St: NY Zip: 11971 Building Permit #: 38762 Section: 81 Block: 1 Lot: 20 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: 34091 -me Residential Commerical New Addition X Indoor Outdoor Renovation Survey Duplec Recpt 5 SITE DETAILS Office Use Only X Basement X 1 st Floor 2nd Floor Attic INVENTORY Service Only X Pool Hot Tub Garage Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 3 Twist Lock Exit Fixtures TVSS Other Equipment: SCREEN PORCH, 2 -paddle fans, 3 -radiant heaters Notes: Inspector Signature: Date: Sept 10 2014 81 -Cert Electrical Compliance Form.xls N ie In �VYIf►�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [FOUN INSPECTIONG PLUMBING [ ]FOUNDATION 2ND [ ]INSULATION C 1FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION I 1 FIRE RESIsrnrrt CONSTRI.ICTION [ ] Flne REsisrntrr roNEnu►rwN [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) [ ]CODE VIOLAJJQN [ ]CAULKING REMARKS: DATE o6 ��X INSPECTORS" /� TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [vf'-FOUNDATION I ST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY RRE RESISTANT CONSTIlWrION ELECTRICAL (ROUGH) CODE VIOLATION REMARKS: ROUGH PLUMBING INSULATION FINAL FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) CAULKING 0, �r- Q c-. DATE INSPECTOR "38 ` 67,02,,� as TOWN OF SOUTNOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FO DATION 1ST [ ]ROUGH PLUMBING [ ] OUNDATION 2ND [ ]INSULATION [ FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION C ] FIRE RESISTANT CONSTRUCTION [ ] FNS RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) [ ]CODE VIOLATION [ ]CAULKING REMARKS: DATE � ` INSPECTOR aso TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIO FOUNDATION 1ST FOUNDATION 2ND FRAMING/ STRAPPING FIREPLACE & CHIMNEY FIRE RESISTANT CONSTRUCTION ELECTRICAL (ROUGH) CODE VIOLATION RFMARK-4t!! ROU PLUMBING I ULATION FINAL FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) CAULKING f4f s 0 TOWN OF SOUTHOLD BUILDING DEPT. 7654802 INSPECTION FOUNDATION IST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY FIRE RESISTANT CONSTRUCTION ELECTRICAL (ROUGH) CODE VIOLATION REMARKS: ROUGH PLUMBING INSULATION FINAL FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) CAULKING DATE z?//d/t-/--INSPECTO I / ( TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork. net PERMIT NO. Examined Approved Disapproved a/c .20 ,20 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 C.O. Application_ Flood Permit Single & Separate Storm -Water Assessment Form Contact: Ma' o: Phone: Expiration 120 Building Inspector r APPLICATION FOR BUILDING PERMIT MAR 2 1 2014 1 DateZS d , 20 /4 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months 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. '6,1' V o5 applicant or name, if a corporation) ling address State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises If applicant is a corpora on the tax roll or latest deed) !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. 1. Loca�on of land on w>N-qh propo House Number Street County Tax Map No. 1000 Section < will be done: Hamlet Block Lot �� Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and 11 a. Existing use and occupancy J�t,� tj le b. Intended use and occupancy use and occupancy of proposed construction: Nature of work (check which applicable): New Building Addition Repair Removal Demolition Other Work_ 4. Estimated Cost '� L5 ; 6-0 C) . Fee 5 '�' t� Alteration (Description) (To be paid on filing this application) If dwelling, number of dwelling units/ �� Number of dwelling units on each floor If garage, number of cars N/ i 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front //,0 Rear Depth 34 Height ,10' -fa-we� Number of Stories_ imensions of same structure with alterations or additions: Front Depth Height Number of Stories i it Dimensions of entire new construction: Front Rear A 3 Depth / Height /0 ''�-'/ Number of Stories / Rear 9. Size of lot: Front /00 '63 Rear /6 0 f Depth 400 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 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 0- (i-) Address Phone No. Name of Architect Address2C, C" c-( Ad6 Phone No t�--7 -7 Name of Contractor 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 MAYBE REQUIRED. ��► �-� V- f 'd 1 1 d9 *YES NO U. Is this property wrthtn 300 et o a L a wet an *IF YES, D.E.C. PERMITS MAYBE REQUIRED. „ 14,J 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF -14m q 41 f) /4) (Dame of Individual skning contract) above named, (S)He s being duly sworn, deposes and says that (s)he is the applicant CONNIE D. BUNCH Notary Public,Stat Q� York �. (Contractor, Agent, Corporate Officer, etc.) Ilu. County QuaNlied in Sutfdk Commission Expires April 14, 2 � Il 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 o before me thi day of20J4- Notary Public \1' S"bi ature Applicant BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT N0.8337 DATE: NOVEMBER 13, 2013 ISSUED TO: KEVIN BARR PROPERTY ADDRESS: 200 BASIN ROAD, SOUTHOLD SCTM# 51-1-20 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in I accordance with the Resolution of the Board of Trustees adopted at the meeting held on November. 13, 2013, and in consideration of application fee in the sum of $250.00 paid by Creative Environmental Design and subject to the Tenns and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: it Wetland Permit to construct a 13'x23' sunroom onto the seaward side of the subsequently maintain a l0' wide non -turf buffer existing dwelling; establish and landward of tap of bank; with the condition of the installation of gutters to leaders to drywelis and in accordance with Chapter 236 of the Town Code-Stormwater Management; and as depicted on the site plan prepared by Robert 1. Brown Architect, (i P.C., last dated November 14, 2013 and stamped approved on November 15, 2013. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. John M. Bredemeyer III, President Michael J. Domino, Vice -President James F. King, Trustee Dave Bergen, Trustee Charles J. Sanders, Trustee # 1101C Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 FVjI BOARD OF TOWN TRUSTEES ; i TOWN OF SOUTHOLD ' ` APR - 3j u CERTIFICATE OF Date: Anri13, 2015 THIS CERTIFIES that the construction of 13'x23' sunroom onto seaward side of existing dwelling: cutters to leaders to drywclls; a 10' wide on -turf buffer landward of top, of bank: as -built 6' high fencing along side yards and across midway section of bluff, as -built 138UiL X1. permeable patio with lire pit within non -turf buffer; as -built kayak rack, and as -built �. electric to bulkhead At 200 Basin Road, Southold, New York Suffolk County Tax Map # 81-1-20 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 10/18/13 pursuant to which Trustees Wetland Permit #8337 Dated 11/13/13, was issued and Amended on 3/18/15 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 construction of 13'x23' sunroom onto seaward side of existing dwelling_ gutters to leaders to drywells, a 10' wide on -turf buffer landward of top of bank; as -built 6' high fencing along side yards and across midway section of bluff; as -built 138N.11. permeable patio with fire pit within non -turf buffer; as -built kayak rack; and as -built electric to bulkhead. The certificate is issued to KEVIN BARR owner of the aforesaid property. Authorized Signature Scott A. Russell SUPERVISOR SOUTHOLD TOWN HALL - P. O. Box 1179 Telephone #: (631) - 765 -1560 MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US 'r James A. Richter, R.A. Michael M. Collins P.E. � ' .91 53095 Main Road - SOUTHOLD, NEW YORK 11971 Fax #: (631) - 765 - 9015 �v JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT) PLEASE NOTE: All Contact & Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT: (Property Owner, Design Professionk Agent, ntractor, Other) PROPERTY. OWNER: (If Different from Applicant) m NAME: f y m our 1 I y) NAME: ADDRESS:F �{-�{- (j ZaS ADDRESS: Du 14 )i Ith-n n n . o &M7 Telephone Number: Telephone Number:j Completed Applications can be picked up at the Engineering Department after being notified by the Department, or; it can be Mailed to the Applicant with the submission of a Self Addressed 8.5' x 11" Envelope & Appropriate Postage. DATE: 3d +11 Property Address / Location of Construction Wor SCTM*: 1000 District Section Block Lot Required Documents for Stormwater Review: Copy of Complete Building Permit Application. Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F, when New Impervious Surfaces are created, and/or when existing Roof Systems, Driveways, Patios or other Impervious Surfaces are Re -Surfaced. De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations, Replacement of exterior Doors & Windows, Deck Construction with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work. A Complete Description of the Scope of Work Proposed under the Building Permit Application. A Completed St water Review Checklist. If No or NA are Indicated, Justification is Required. Reviewed Information Required: G DEPARTMENT USE ONLY **** / Date: 3 l hOKM 7 SWCP Check List - I US JAN 2014 CHAPTER 236 STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST APPLICANT: (Pro Design Professional, Age t, ContLactoOh DATE: r wner, A. ter y1 '' NAME: : � kc"-NN c S C T M 1 ��0 OL � Telephone Number: District Section Block Lot S M C P - Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided! 1. A Site Plan drawn to scale Not Less that G0' to the inch MUST YES NO If You answered No or NA to any Item, Please Provide Justification Here! NA show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries [1:2F b. Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. &_Au-y�jO iowo'y of the Site Boundary as required by § 236-17(0)(2). CTO' Pxrf o 9 d. Test Hole Data Indicating Soil Characteristics & Depth to Ground Water. r oVV " c- fG _5r kT1 U e. Limits of Clearing & Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimum 7 Intervals) ++ g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements & utilities. h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. 1. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). `� L I. Location of proposed concrete washout area(s). M. Location of all proposed erosion & sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing e that the Stormwater improvements are sized to capture, store, and infiltrate on-site the run-off from all impervious surfaces generated by a two (21 inch rainfall / storm event. 3. Details & Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. b. Construction Entrance & Site Access. ( 1 c. Inlet Drainage Structures (e.g. catch basins, trench drains, etc.) 5 d. Leaching Structures (e.g. infiltration basins, swales, etc.) hOKM 7 SWCP Check List - I US JAN 2014 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 765-1802 JUN 2 6 2014 BUILDING DEPARTMENT '------ - TOWN OF SOUTHOLD �T APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: PLrZ A-JUI X EiK Name k' --t Tt F License No.: 3 ye) q t M cr Address: 1320 �+r �t S /?0 60 ffu Phone No.: (� S"- Date: 6 -.t'�- JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax Map District: !'� i/ 91 iCC-V /n. /3 1--c/k- 12 -0, - -50 tJ 7 % -to �...o 26 - 9 Y�,4 1000 Section: Block: Lot: - *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough In Final *Do you need a Temp Certificate: YES / NO Temp information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re -connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT -DUE WITH APPLICATION 82 -Request for Inspection Form Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 September 4, 2014 Kevin Barr 11 Dirksen Dr Wilton, CT 06897 Re: 200 Basin Rd, Southold BUILDING DEPARTMENT TOWN OF SOUTHOLD TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $50.00. Final Health Department Approval. lumbers Solder Certificate. (All permits involving plumbing after 411184) Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38762 -Alterations Telephone (631) 765-1802 Fax (631) 765-9502 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 December 18, 2014 Kevin Barr 11 Dirksen Dr Wilton, CT 06897 0 BUILDING DEPARTMENT TOWN OF SOUTHOLD Re: 200 Basin Rd, Southold TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) .��Trustees Certificate of Compliance. (Town Trustees # 769-1892) Final Planning Board Approval. (Planning # 769-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. V Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38762 - Alterations Telephone (631) 765-1802 Fax (631) 765-9502 N W � E sw SE s P /O }� 6'-0" Li1 15 DRYWELL SECTION (,APPROX.� 1/4' - V-0' SOUTHOLD BAY (TOWN. HARBOR) 6�'S6 S88 -07'43 "E (11E UNE ALONG BULK EAD) 94.30' N -71°C9 4o4f- �! N'W00 na0 WALUI z 0. TE 11 z LOT 2 0 -.7 :aEt?1 PORCH I i O c� cn l BASED ON SURVEY OF LOTh AND PART OF LOT 2 1 MAP OF PARADISE POINT I FILED APRIL 11, 1963 _Z FILE NO. 3761 I SITUATE: BAYVIEW LIMITS TOWN: SOUTHOLD I SUFFOLK COUNTY, N.Y. Z Q SURVEYED 01-02-03 I SUFFOLK COUNTY TAX # I 1000-81-1-20 PROPOSED CONCRETE I FOR KEVIN BARR I f BY JOHN C. EHLERS LAND SURVEYOR I I� T0� BANK P /O LOT 2 LOT 1 LIMITS LAND 29,128 s. f. _^� 0.67 Acre I ST _ uiI EXISTI7EP I CP N O LoI z I _ EL.20' I_ . W 50.90 N $ 4'15' 1 SB3`26' 50 ,z 0 I N O IEL. 0 z z WOOD FENCE ro I o Z JLINE OF SILT FENCE _ AND HAY BALES E @w I N I I :u' co EL.29' 100.03' EDGE OF PAVEMENT ROBINSON ROAD Ft°N� REFER. TO SURVEY BY JOHN C. EHLERS, LAND SURVEYOR DATED 08-05-2008, AND APPROVED BY SCDHS 08/28/2008 #R.O. 080064 SITE PLAN 1 "=30'-0" EXISTING EXCEPT AS NOTED IT IS A OF 714E Lf off Z=C"t> AN 4' PERSON, U? i.c:sS AC ':NG UAD'r'R THE r'f �`Lrsk " 0A117E13ANY 3t `1 r.7c¢i;zs4t PIN',ti'GUsl DRAINAGE CALCULATIONS C NEW SCREENED PORCH ROOF: 460 SF 460SF x 0.17 = 78.2 CF REQUIRED PROVIDE (1) 6' DIA. x 4' D. DRYWELL 89.3 CF CAPACITY LOT COVERAGE EXISTING: PROPOSED: AwRovel) Fop - Stop, 6t w i4v* - � P., -q12, 0// � 4116 / 29,128 = 14% 4390 / 29,128 = 15.1 B A R B S U N R 0 0 M REV.03-21-2014 ROBERT I. BROWN ARCHITECT, P.C. W/ FAIRWEATHER DESIGN ASSOCIATES, INC. 205 BAY AVENUE GREENPORT, N.Y. 11944 631-477-9752 (Fax) 631-477-0973 J Q -.7 :aEt?1 PORCH I i O c� Z D.6dRYWELL 1 O ' I ' _Z O z uj EXIST. I 0 z .Y v PDOOL . 1 Z Q O -, J IAPPROX. LOCATION r BURIED 500 GAL. LP TANK PROPOSED CONCRETE I WASHOUT AREA E @w I N I I :u' co EL.29' 100.03' EDGE OF PAVEMENT ROBINSON ROAD Ft°N� REFER. TO SURVEY BY JOHN C. EHLERS, LAND SURVEYOR DATED 08-05-2008, AND APPROVED BY SCDHS 08/28/2008 #R.O. 080064 SITE PLAN 1 "=30'-0" EXISTING EXCEPT AS NOTED IT IS A OF 714E Lf off Z=C"t> AN 4' PERSON, U? i.c:sS AC ':NG UAD'r'R THE r'f �`Lrsk " 0A117E13ANY 3t `1 r.7c¢i;zs4t PIN',ti'GUsl DRAINAGE CALCULATIONS C NEW SCREENED PORCH ROOF: 460 SF 460SF x 0.17 = 78.2 CF REQUIRED PROVIDE (1) 6' DIA. x 4' D. DRYWELL 89.3 CF CAPACITY LOT COVERAGE EXISTING: PROPOSED: AwRovel) Fop - Stop, 6t w i4v* - � P., -q12, 0// � 4116 / 29,128 = 14% 4390 / 29,128 = 15.1 B A R B S U N R 0 0 M REV.03-21-2014 ROBERT I. BROWN ARCHITECT, P.C. W/ FAIRWEATHER DESIGN ASSOCIATES, INC. 205 BAY AVENUE GREENPORT, N.Y. 11944 631-477-9752 (Fax) 631-477-0973 1 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 I FE m % 5ECT10' U Y! moult / �IKdarr/� FAIRWEATHER — BROWN DESIGN ASSOCIATES, INC. 205 BAY AVE., GHBENPOBT, NEW YORK 11844 891-477-8752 OCT i . Nie RZ51DCNCC sECnON L� d a x * NOBIN50ty(dA.91N ROAD ` PAM15E POINT S'�� 50UT1101D, N.Y. 0712 9 4 5 6 7 8 9 10 11 12 13 14 15 IG 17 r ' � I f------------ i -71 ---------- ROOF DECK I ra I i I I i i i I I j I I I I I I I ATTIC FRAMING PLAN �•��uf u� aauriv a '' `1,'Il .rtnn i�w CdW�:oE � " 1 2 3 4 5 6 7 8 9 10 II 12 13 14 15 Irl I; 5ECTION cc1 SECTION -�-p�) FMRWRATRER - BROWN DESIGN ASSOCIATES, INC. 205 BAY AVE., GREENPORT, NEW YORK 11844 831-477-8752 ocr , 3 20 ■ RF51DENCEiN3ON SECTION5 �{ (/ 22tltl �� -y ROBi D15 POINT ROM H\) PARADISE POINT 50UINOLU. N.Y. 0712 6 7 8 9 10 II 12 13 14 15 16 17 I� NORTH r- LCVA I IL)N_ ,.-a \� WE5T ELEVATION` ,_,� • A6 I 2 3 4 5 6 7 8 9 10 I I 12 13 14 15 1 6 17 J h F E C C 0 0 2 3 4 5 6 7 8 9 10 II 12 13 14 15 1 6 17 K J n G F r C lip 011 i 2 3 4 5 6 7 8 9 10 II 12 13 14 15 1 6 17 K r H G F E x C 101 0 2 3 4 5 6 7 8 9 10 I I 12 RESIDENTIAL GENERAL NOTES MISC. GENERAL NOTES I . THI5 PROJECT 15 CONSTRUCTION OF A SCREENED PORCH ADDITION TO AN EXISTING FAMILY RESIDENCE, CLASSIFIED AS R-3. 2. THE HEIGHT OF THI5 ADDITION AS DEFINED BY THE RESIDENTIAL CODE NEW YORK STATE 15 10'-G". THE FLOOR AREA 15 274 SQ.FT. FOR THE EXISTING FIRST FLOOR, 3. THE TYPE OF CONSTRUCTION 15 TYPE V (B). 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2010 RESIDENTIAL CODE OF N.Y.S. AND THE AF t PA WOOD FRAME CONSTRUCTION MANUAL 1995 SBCHIGH WIND EDITION 5. DESIGN LOAD CALCULATION ARE BASED ON: LIVE LOAD: AS PER TABLE R301.4, RESIDENTIAL CODE OF NEW YORK STATE. DEAD LOAD: CALCULATED AS PER R301.3 AS PER RCNY5. SNOW LOAD: 45 P51 GROUND SNOW LOAD (AS PER FIG. P,301.2(5) RCNY5. SEISMIC DESIGN CATAGOKY B. WIND UPLIFT AND EXPOSURE CATAGORY "C", FOR 120 MPH 3 SECOND GUST. LOCATION LIVE DEAD DEFLECT LIMIT 15t FI. 40 LB 12 L13G0 2nd FI. (SLEEP AREA) 30 LB. 12 U3G0 ATTIC (NON STORGE) 20 LB. 10 U3G0 ROOF 20 LB. GROUND SNOW 15 LB. U3G0 G, THE ARCHITECT ASSUMES NO RE51FO51BILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THERE ARE NO WARRANTIES, NOR ANY MERCHANTI51LITY OF FITNESS FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THIE USE Of THESE PLANS. 7, CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. DO NOT SCALE DRAWINGS. FOLLOW DIMENSIONS ONLY. 8. CONTRACTOR(S) SHALL FURNISH AND INSTALL ALL KAATERIAL AND EQUIPMENT SHOWN,LISTED, OR DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS, CONDITIONS, OR EXCEPTIONS AS NOTED. CONTRACTOR SHALL FURNISH ALL LABOR, SCAFFOLDING, AND TOOLS NECESSARY TO COMPLETE THE WORK. 9. ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S REQUIREMENTS AND SPECIFICATIONS. 10. CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS, APPROVALS AND CERTIFICATE OF OCCUPANCY. DEMOLITION I . CONTRACTOR SHALL DEMOLISH PARTS OF EXISTING ROOF AS NECESSARY, AND REMOVE DEBRIS. 2. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND/OR INSTALLATION OF NEW 'WORK. 3. ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CLOSELY AS POSSIBLE UNLESS OTHERWISE NOTED. 4. EX151TNG STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED AS NECESSARY DURING DEMOLITION AND CONSTRUCTION. 5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP, REMOVAL, OR CAPPING OF EQUIPMENT AS NECESSARY. FOUNDATIONS 1. ASSUMED SOIL BEARING CAPACITY. 1,500 ib./Scl-Ft. 2. CONCRETE TO BE PLAIN, UNREINFORCED, 3,000 psi. - 28 DAY TEST. 3. ALL FOOTINGS TO REST ON 12" BELOW VIRGIN, UNDISTURBED SOIL. GENERAL CONSTRUCTION I . PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN, OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. 2. FASCIAS, SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. 3. INTERIOR TRIM SHALL MATCH EXISTING. 4. FRAMING ELEMENTS: A. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR - LARCH STRUCTURAL GRADE NO.2 OR BETTER. B ALL SHEATHING TO BE APA RATED, EXPOSURE 1, THICKNESS AS INDICATED. C ALL SUB FLOORING TO BE APA RATED STURID- I -FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. D ALL HEADERS G'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MIN. OF (2)2"x8" OR AS SHOWN ON DRAWING. E SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED @ 8'-0" O.C. MIN.. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOF. F DOUBLE FRAMING AROUND ALL OPENINGS (SKYLIGHTS, STAIRS, ETC.) OR AS NOTED ON DRAWINGS. G DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. H ALL FLUSH WOOD CONNECTIONS SHALL BE 'FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "51MP50N" OR APPROVED EQUAL. I NAILING SCHEDULE SHALL BE AS PER N.Y.S. BUILDING CODE A5 A MINIMUM. ALL 2"xG" STUDS SHALL RECEIVE 5 1 Od NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. J PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4" O.C. EXTERIOR EDGES AND Gd NAILS @ 12" O.C. INTERMEDIATE. K ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. L ALL ROOF RAFTERS SHALL BE ATTACHED TO, THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "51MP5CN" OR APPROVED EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONIS. CLIMATIC AND GEOGRAPHIC CRITERIA GROUND SNOW LOAD 20 P5F (PER FIG. R301.2 (5) RCNY5) WIND SPEED 120 MPH (PER FIG. 8301.2 (4) RCNY5) SEISMIC DESIGN CATAGORY B (PER SECT. 8301.2(2) RCNY5) WINTER DESIGN TEMP I I "F (PER TABLE N 1 101 .2) FLOOD ZONE ( N / A) (PER FEMA MAP) FROST LINE DEPTH 3G" EACH LAP WEATHERING PROBABILITY SEVERE (PIER FIG. R301.2(3)KCNY5) DE51GN LOAD CALCULATIONS (UNIFORM LIVE LOADS) ROOMS OTHER THAN SLEEPING 40 P51 (PER TABLE 301.5 RCNY5) SLEEPING ROOMS 30 P51 (PER TABLE 301.5 RCNY5) ATTICS WITH LIMITED STORAGE 20 P51 (PIER TABLE 301.5 RCNY5) ATTICS WITHOUT STORAGE 10 PSI TOP PLATES AT INTERSECTIONS (FACE -NAILED) STAIRS 40 P51 (REK TABLE 301.5 RCNY5) NAILING SCHEDULE (PER AF * PA AMERICAN WOOD COUNCIL WFCM FOR ONE AND TWO FAMILY DWELLINGS 1995 SBC HIGH WIND EDITION) JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING ROOF FRAMING RAFTER TO TOP PLATE (TOE -NAILED) 3 PER RAFTER CEILING JOIST TO TOP PLATE (TOE -NAILED) 3 PER JOIST CEILING JOIST TO PARALLEL RAFTER (FACE -NAILED) 3 EACH LAP CEILING JOIST LAPS OVER PARTITION ((FACE -NAILED) 3 EACH LAP RIDGE STRAP (EACH END) 2 PER TIE BLOCKING TO RAFTER (TOE -NAILED) 2-8d EACH END RIM BOARD TO RAFTER (END -NAILED) 2-1 Gd EACH END WALL FRAM I NG 1� TOP PLATE TO TOP PLATE (FACE -NAILED) 2-1 Gd PER FOOT TOP PLATES AT INTERSECTIONS (FACE -NAILED) 4-1 Gd JOIST EA.51DE STUD TO STUD (FACE -NAILED) 2-1 Gd 24"O.C. HEADER TO HEADER (FACE -NAILED) I Gd I G"O.C.ALONG EDGES TOP OR BOTTOM PLATE TO STUD (END -NAILED) 2-1 Gd,3-1 Gd,4- I Gd PER 2x4, 2xG, 2x8 RESPECTIVELY BOTTOM PLATE TO FLOOR J0IST, BAND JOIST, END JOIST OR BLOCKING (FACE -NAILED) 2-1 Gd PER FOOT FLOOR FRAMING JOIST TO SILL, TOP PLATE TO GIRDER (TOE -NAILED) 4-8d PER JOIST BRIDGING TO JOIST (TOE -NAILED) 2-5d EACH END BLOCKING TO JOIST (TOE -NAILED) 2-8d EACH END BLOCKING TO SILL OR TOP PLATE (FACE -NAILED) 3-1 Gd EACH BLOCK LEDGE STRIP TO BEAM (FACE -NAILED) 3-1 Gd EACH JOIST JOIST ON LEDGE TO BEAM (TOE -NAILED) 3-8d PER JOIST BAND JOIST TO JOIST (END -NAILED) 3-1 Gd PER JOIST BAND JOIST TO SILL OR TOP PLATE (TOE -NAILED) 2-1 Gd PER FOOT ROOF SHEATHING STRUCURAL PANELS 8d (TABLE 3.8) DIAGONAL BOARD SHEATHING 1 "xG" OR I "x8" 2-8d PER SUPPORT I "x 10" OR WIDER 3-8d PER SUPPORT CEILING SHEATHING GYPSUM WALLBOARD 5d coolers 7"EDGE / 10" FIELD WALL SHEATHING STRUCURAL PANEL 8D (TABLE 3.9) FIBERBOARD PANELS 7/101 GD 3"EDGE / G" FIELD 25/32" 8D 3"EDGE / G" FIELD GYPSUM WALLBOARD 5d coolers 7"EDGE / 10" FIELD HARDBOARD 801 (TABLE 3.9) PARTICALBOARD PANELS 8d (TABLE 3.9) DIAGONAL BOARD SHEATHING I "xG" OR I "x8" 2-8d PER SUPPORT I "x 10" OR WIDER 3-5d PER SUPPORT FLOOR SHEATHING STRUCURAL PANELS I " OR LESS Sd G"EDGE / 12" FIELD GREATER THAN I " 1 Od GTDGE / G" FIELD DIAGONAL BOARD SHEATHING I "xG" OR I "x8" 2-8d PER SUPPORT I "x 10" OR WIDER 3-Sd PER SUPPORT SC nn _ i iii n i r^iin r 3" X 8" MAHOGANY BOARD 5/4" X 2" MAHOGANY STOP 5CREEN PANEL 5/4" X 2" MAHOGANY STOP 5/4" X 8" MAHOGANY BOARD V2" MAHOGANY VENEER EXTERIOR PLYWOOD N_ 5/4"X 2" MAHOGANY STOP m 5/4"X 8" MAHOGANY BOARD NvzII " X 4-Y2" BOARD sl IN v 3/4" X 2" MAHOGANY TRIM SILICONE CAULK `QUBBER MEMBRANE STONE PATIO DETAI L 2 SCALE I " = I '-0" I " X G" AZEK FASCIA BD. G" HALF -ROUND COPPER GUTTEF ATTACHMENT TO MATCH EX15TIN AZEK BEAD BD" TO MATCH EXIST 13 1/2" SPACING ALLOWS HOLDDOWN INSTALLATION ENDVv J 3 w 0 CORNER HOLDDOWN AS NEEDED 1/2"= 1'-0" Plrlr`F RIDGE TENSION STRAP RIDGE RD� OPEC) SEAT JOIST HANGER. WOOD BEAM RIDGE CROSS SECTION 14 )KNER STUD )NNECTED TO ANSFER SHEAR I I Gd COMMON d L5 @ G"O.C. PER WFCM SBC TABLE 2.4 PROVIDING G EA. SD COMMON NAILS IN EACH END OF 1-1/4" 20 GAGE STRAPS FOR 120 MPH FASTEST WIND SPEED. END VIEW 15 PROVIDE 8x 8d COMMON NAILS IN EACH END OF I -1/4"x 20 GAGE STRAP FOR LATERAL / SHEAR CONNECTION AT RAFTER WALL CONNECTION (TABLE 3.38) WFCM-1995 FOR 120 MPH FASTEST WIND SPEED. PROVIDE 8x Sd COMMON NAILS IN EACH END OF 1-1/4" x 20 GAGE STRAP @ ROOF TO WALL, WALL TO WALL, AND WALL TO FOUNDATION CONNECTIONS (TABLE 3.38) FOR 120 MPH FASTEST WIND SPEED. C 0 N N E FTS �� R.I ^��N: S Um'IECTI-; j O, P,L.IC.f "SED IiT;:CT, E ITE -7F.4 ON, , I-'F�, n enr" n ffl,\�y,AIL 0 AL� I/2"= 1'0" 1 6 ISSUES / REVISIONS Ail 17 I r • P. irm Ao pmm ^, MAR.09, 2010 rw Oak JAN. 28, 2010 1 1� rl� (0200 ALL RIGHTS RESERVED POO T pk THESE PLANS ARE AN INSTRUMENT OF �► SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL • BE PROSECUTED. rl�l pop 00 M � W A► 1^64 • � CLIENT /OWNER t r� THOMAS SPURGE F RESIDENCE 3273 MANHAN55ET RD r GREENPORT, N.Y. t 1 PROJECT TITLE T14 rel ADDITION Oak 1■■1 DRAWING TITLE GENERAL NOTES, CLIMATE r GEOGRAPHIC CRITERIA, NAILING SCHEDULE, i■■� CONNECTIONS DETAIL, M I■■I 1 PRINT DATE SCALE r� FEB. 12, 2014 1/411 = 1'-0" ISSUE JAN, 30, 2014 DRAWING NO. r� I ` L rji■I REF. NO. 0912 K J H G F r I ON C LAI